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HomeMy WebLinkAbout10.4-199 Record DrawingCITY OF BAKERSFIELD FIRE DEPARTMENT 2101 H Street Phone: 661.326.3651 Bakersfield; CA 93301 Fax: 661.395.1349 Contact: Chief Ronald Fraze CITY OF BAKERSFIELD Public Works Department Phone: 661.326.3591 1501 Truxtun Avenue Fax: 661.852.2120 Bakersfield, CA 93301 Contact: Nick Fidler, Project Manager CITY OF BAKERSFIELD DEVELOPMENT SERVICES DEPT. Planning Division Phone: 661.326.3607 1715 Chester Avenue Fax: 661.326.2136 Bakersfield, CA 93301 Contact: Jim Eggert, Principal Planner CITY OF BAKERSFIELD DEVELOPMENT SERVICES DEPT. Building Department Phone: 661.326.3607 1715 Chester Avenue Fax: 661.325.0266 Bakersfield, CA 93301 Contact: Mike Quon, P.E. Civil Engineer III CITY OF BAKERSFIELD PUBLIC WORKS DEPT. Communications Division Phone: 661.326.3300 1615 - 16th Street Fax: 661.326.3313 Bakersfield, CA 93301 Contact: Melvin E. Perry, Communications Coordinator CITY OF BAKERSFIELD RECREATION & PARKS DEPT, 4101 Truxtun Avenue Phone: 661.323.3866 Bakersfield, CA 93309 Fax: 661.852.2140 Contact: Allen Abe, Assistant Recreation & Parks Director CITY OF BAKERSFIELD WASTEWATER DIVISION 8101 Ashe Road Phone: 661.326.3249 Bakersfield, CA 93313 Fax: 661.852.2125 Contact: Joe Turner, Superintendent PG&E 4101 Wible Rd. Phone: 661.398.5933 Bakerfield,CA 93313 Fax: 661.398.5864 Contact: Brian Mickelson AT&T Phone: 661.631.3473 Fax: Contact: Reggie Smith SOUTHERN CALIFORNIA GAS COMPANY 1510 N. Chester Ave. Phone: 661.399.1150 Bakerfield,CA 93308 Fax: 661.399.1831 Contact: Rudy Valles BRIGHTHOUSE NETWORKS Rhone: 661.634.2275 Pax: Contact: Paul Cochrun DOCUMENT THESE DRAWINGS INCLUDE: A. Construction Document Drawings (June 24, 2008) B. Construction Document Specifications (June 24, 2008) C. Structural Calculations (March 2007) prepared by Cornerstone Structural Engineering Group D. Title 24 Calculations (January 24, 2008) prepared by Brummel, Myrick Mechanical Engineers OTHER RELATED DOCUMENTS INCLUDE: A. Geotechnical Engineering Study (October 23, 2007) prepared by Soils Engineering, Inc. PROJECT SUMMARY PROJECT DESCRIPTION (FIRE STATION): Construction of a new fire station for the City of Bakersfield. Work includes (but is not limited to): on-site improvements, new fire station building, mechanical, plumbing, fire protection & alarm, vehicle exhaust, emergency generator, communications, and electrical systems. Off-site improvements as part of contract includes, but is not limited to: new curb cuts, new sewer lateral to edge of gutter, new gas connections and new electrical conduit stubbed to edge of gutter. Also included as a duductive alternate is a freestanding metal shade canopy for fire truck washdown. PROJECT DATA: APN: 497 -184 -02 - Zone: R-1 Street Address: Mountain Vista Drive Site Area: 0.94 Acres Land Use: Fire Station Use: Fire Station Occupancy:13 Construction: Type V -NR, Fire Sprinklered Number of Stories: 1 Maximum Building Height: 24' Allowable Height/Area: 2 stories/8,000 SF Allowable Area Increase: Per table 503 Type 5B occupancy B: 9000 SF is allowed Per 506.3 with fire sprinklers allowable area is increased by 300% = 27,000 SF allowable area Proposed Fire Station Area: 8,107 SF GENERAL NOTES 1 Applicable Codes and Standards: Uniform Building Code UBC 2007 Edition California Building Code CBC 2007 Edition Uniform Plumbing Code UPC 2007 Edition Uniform Mechanical Code UMC 2007 Edition Uniform Fire Code UFC 2007'Edition California Electrical Code CEC 2007 Edition California Energy Code 2007 Edition National Electrical NEC 2007 Edition Building Standards Administrative Code 2007 Edition National Fire Codes, NFPA 2007 Edition 2 All work described in the drawings shall be verified for dimension, grade, extent and compatibility with existing site conditions including prior to offsite fabrication of any item. Any discrepancies and unexpected conditions that affect or change the work described in the contract documents shall be brought -tor the Architect's attention immediately. Do not proceed with the work in the area of discrepancies until all such discrepancies are resolved. If the contractor chooses to do so, he/she shall be proceeding at his/her own risk. 3 Omissions made in these drawings and specifications or the mis-description of the work which is manifestly necessary to carry out the intent of the drawings and specifications, or which is customarily performed shall not relieve the Contractor from performing such omitted or described details of the work as if fully and completely set forth and described in the drawings and specifications. 4 Dimensions shown shall take precedence over drawing scale or proportion. Larger scale drawings shall take precedence over smaller scale drawings. Standard specifications shall govern over standard drawings. Project drawings shall govern over standard drawings. Project specifications shall govern over project drawings, standard drawings and standard specifications. 5 In the event of the unforeseen encounter of materials suspected to be of an archaeological or paleontological nature, all grading and excavation shall cease in the immediate area and the appropriate authorities are to be notified by the Contractor. The find shall be left untouched until an evaluation by a qualified Archaeologist or Paleontologist is made. 6 Contractor is to be responsible for being familiar with these documents including all contract requirements. 7 Grading plans, drainage improvements, road and access requirements and environmental health considerations shall comply with all local ordinances. 8 The Contractor must possess the following valid licenses: Class B 9 The contractor shall contact the USA locator service 1-800-642-2444, 48 hours prior to any excavation. 10 Contractor is responsible for entire set of drawings. Contractor can find additional information for specific systems at the following locations: A. Refer to Civil Plans for further information on site improvements, adjacent flatwork, and adjacent grades to the building. B. Refer to Sit&,Plan for further information on site improvements, adjacent flatW'ork, and adjacent grades to the building. C. Refer to Floor Plans, Enlarged Floor Plans, and Dimension Plans for further information on equipment locations and floor slope -elevations at fl or drains. D. Refer to Structdral Plans to verify minimum shear wall lengths and for further information. E. Refer to Structural Plans for location and size of structural elements. ; F. Refer to Mechani`I Plans for further information on mechanical equipment, ductwrk locations and penetrations. G. Refer to Plumbin Plans for further information on plumbing fixtures, penetratio s and site coordination. H. Refer to Electrical Flans for further information on electrical equipment, power tb mechanical equipment and lighting, and site coordination. I. Contractor is responsible for coordinating work to comply with accessible standards as shown on sheets T-1.2 and T-1.3. I ADDATIVE ALTERNATE Alternate Add #01 Freestanding Metal Shade Canopy (including foundation, site demolition and excavation) at the rear entry to the apparatus bay. Contractor to include costs for structural posts, beams, metal deck, foundations, flashing and all items for a complete installation. There will be no change to the site concrete, sitework or building. • BAKERSFIELD Fire Station No. 14 5815 Mountain Vista Drive, Bakersfield, CA 93307 BID SET NORTH NORTH milk NMAP - PARKING CALCULATIONS NUMBER REQUIRED 4 FIREFIGHTER PERSONEL 4 FIREFIGHTER PERSONEL AT SHIFT CHANGE 8 TOTAL CITY EMPLOYEES (AT SHIFT CHANGE) 3 VISITOR SPACES (1 OF WHICH IS ACCESSIBLE) 2 FIRE VEHICLE APPARATUS BAYS NUMBER PROVIDED 13 TOTAL SPACES PROVIDED (10F WHICH IS ACCESSIBLE) I DEFERRED APPROVALS 1. FIRE SPRINKLERS 2. FUEL STORAGE AND DISPENSING 3. FIRE ALARMS PROJECT DIRECTORY OWNER REVISION McIntosh & Associates City of Bakersfield 2001 Wheelan Court Phone: 661.834.4814 1501 Truxtun Avenue Phone: 661.326.3586 Bakersfield, CA 93301 Fax: 661.852.2120 Nick Fidler, Project Manager 3765 South Higuera Street, Suite 102 CITY OF BAKERSFIELD FIRE DEPARTMENT San Luis Obispo, CA 93401 2101 H Street Phone: 661.326.3941 Bakersfield, CA 93301 Fax: 661.395.1349 Chief Ron Fraze 40 Federal Street Phone: 415.369.9100 CIVIL ENGINEER REVISION McIntosh & Associates DATE 2001 Wheelan Court Phone: 661.834.4814 Bakersfield, CA 93309 Fax: 661.834.0972 Bob Swanson ARCHITECT RRM Design Group 3765 South Higuera Street, Suite 102 Phone: 805.543.1794 San Luis Obispo, CA 93401 Fax: 805.543.4609 Candice Wong, Project Manager CHEC14 MS STRUCTURAL ENGINEER DATE JULY 3, 200 Cornerstone Structural Engineering Group CAD FILE 1107514-T-1.0 Title Sheet.d 40 Federal Street Phone: 415.369.9100 San Francisco, CA 94107 Fax: 415.369.9101 Tom Swayze, Structural Engineer MECHANICAL ENGINEER Brummel Myrick Associates 100 Cross Street, Suite 204 Phone: 805.544.4269 San Luis Obispo, CA 93401 Fax: 805.544.4335 Larry Myrick, Principal ELECTRICAL ENGINEERS Thoma Electric 3562 Empleo Street, Ste. C Phone: 805.543.3850 San Luis Obispo, CA 93401 Fax: 805.543.3829 Christopher Jose, Project Manager SOILS ENGINEER Soils Engineering, Inc. 4400 Yeager Way Phone: 661.831.5100 Bakersfield, CA 93313 Fax: 661.831.2111 Tony Frangie, P.E., REA II LANDSCAPE ARCHITECT RRM Design Group 3765 South Higuera Street, Suite 102 Phone: 805.543 1794 San Luis Obispo, CA 93401 Fax: 805.543.4609 Lief McKay APPROVALS �1 PPR�iVE� BY: RAUL M. ROJAS, R.C.E. 39800, EXPIRES 12-31-09 DATE PUBLIC WORKS DIRECTOR Approval Brad Underwood, Assistant Public Works Director �, ZQ Arno"Wing, Civil E ineer IV - Design Engineering Ron Fraze, Fire QbJef For Fire Station Improvements 77 w SHEETI-NDEX- TITLE / PROJECT DATA SHEETS T-1.1 TITLE SHEET T-1.2 ABBREVIATIONS, SYMBOLS AND OCCUPANCY CALCS T-1.3 ACCESSIBILITY DETAILS T-1.4 ACCESSIBILITY DETAILS T-24.1 ENERGY COMPLIANCE FORMS T-24.$ ENERGY COMPLIANCE FORMS T-24.3 ENERGY COMPLIANCE FORMS T-24.4 ENERGY COMPLIANCE FORMS E -T24.0 INTERIOR TITLE 24 COMPLIANCE E -T24.1 EXTERIOR TITLE 24 COMPLIANCE CIVIL r. C -1v GRADING PLAN C-2 , GRADING DETAILS C-3 SITE UTILITY PLAN C-4 = HORIZONTAL CONTROL PLAN ARCHITECTURAL A-1.1 SITE PLAN A-1.2 ENLARGED SITE PLAN A-1.3 SITE DETAILS A-1.4 SITE DETAILS A-2.1 DIMENSION FLOOR PLAN W A-2.2 FLOOR PLAN A-2.3 ENLARGED FLOOR PLAN A-3.1 REFLECTEDCEI LING PLAN A-3.2 REFLECTED CEILING PLAN A-4.1 ROOF PLAN A-5.1 EXTERIOR ELEVATIONS! A-5.2 EXTERIOR ELEVATIONS A-6.1 BUILDING SECTIONS A-6.2 BUILDING SECTIONS A-7.1 DOOR SCHEDULE, TYPES AND DETAILS A-7.2 WINDOW SCHEDULE, TYPES AND DETAILS A-7.3 WINDOW DETAILS A-7.4 FINISH SCHEDULE A-8.1 INTERIOR ELEVATIONS A-8.2 INTERIOR ELEVATIONS A-8.3 INTERIOR ELEVATIONS A-8.4 INTERIOR ELEVATIONS A-9.1 EXTERIOR DETAILS - A -9.2 EXTERIOR DETAILS A-9.3 EXTERIOR DETAILS A-9.4 INTERIOR DETAILS A-9.5 INTERIOR DETAILS STRUCTURAL S1.0 MATERIALS DATA & PROJECT INFORMATION S1.1 TYPICAL FOUNDATION DETAILS 51.2 TYPICAL WOOD FRAMING DETAILS S1.3 TYPICAL WOOD SEISMIC DETAILS SIA TYPICAL CMU WALL DETAILS S2.0 FOUNDATION PLAN S2.1 ROOF FRAMING PLAN S3.0 FOUNDATION DETAILS S4.0 ROOF FRAMING DETAILS S4.1 ROOF FRAMING DETAILS NO.2 MECHANICAL M-1.1 MECHANICAL SCHEDULES, NOTES, LEGENDS & ABBREVIATIONS M-1.2 MECHANICAL SCHEDULES, NOTES, LEGENDS & ABBREVIATIONS M-2.1 MECHANICAL DETAILS M-2.2 MECHANICAL DETAILS M-2.3 MECHANICAL REFRIGERATION PIPE SIZING, FITTING REQUIREMENTS AND WIRING DIAGRAMS M-3.1 MECHANICAL ROOF PLAN M-4.1 MECHANICAL FLOOR PLAN M-4.2 MECHANICAL CONTROLS AND REFIGERATION FLOOR PLAN PLUMBING P-1.1 PLUMBING SCHEDULES, NOTES, LEGENDS & ABBREVIATIONS P-2.1 PLUMBING DETAILS P-2.2 PLUMBING DETAILS P-3.1 PLUMBING FLOOR PLAN P-3.2 PLUMBING ENLARGED FLOOR PLAN P-4.1 PLUMBING ROOF PLAN ELECTRICAL E-1.0 ELECTRICAL NOTES, LEGEND AND ABBREVIATIONS E-1.1 SINGLE LINE DIAGRAM E-2.0 ELECTRICAL SITE PLAN E-2.1 ENLARGED ELECTRICAL SITE PLAN E-3.0 LIGHTING PLAN E-3.1 POWER FLOOR PLAN E-3.2 COMMUNICATION FLOOR PLAN E-3.3 MECHANICAL / ELECTRICAL FLOOR PLAN E-3.4 ELECTRICAL ROOF PLAN E-4.0 FIXTURE SCHEDULES E-4.1 PANEL SCHEDULES E-5.0 ELECTRICAL DETALS E-5.1 ELECTRICAL DETALS E-5.2 ELECTRICAL DETAILS E-5.3 ELECTRICAL DETAILS INTERCOMMUNICATION SYSTEM LANDSCAPE F748-1 D Cover Sheet L-1.1 IRRIGATION PLAN F748 -2D Floor Plan L-2.1 IRRIGATION DETAILS L-2.2 IRRIGATION DETAILS FIRE ALARM SYSTEM L-3.1 - PRELIMINARY PLANTING PLAN F748-1 Cover Sheet L-4.1 PLANTING DETAILS F748-2 Floor Plan _ -_------_-__---.___-_- - F748-3 Details SUPPLEMENTAL INSTRUCTION SI -01 ASI -01 & 02 SI -02 ASI -03, 04R & 05 SI -03 ASI -06, 07, 08 & 09 SI -04 ASI -10, 11, 11R & 12 SI -05 ASIA 3R1 SI -06 ASI -14R1, 15,16 & 17 SI -07 ASI -18 SI -08 ASI -19,20 & 21 SI -09 ASI -22, 23 & 24R SI -10 ASI -25, 26, (27 -Voided) SI -11 ASI -28, 29 & 30 SI -12 ASI -31, 32R1, 33, 34 & 35 SI -13 ASI -36, 37, 38 & 39 SI -14 ASI -40, 41 & 42 SI -15 ASI -43 & 44 SI -16 ASI -45 & 46 i SI -17 ASI -47 & 48 SI -18 ASI -49 & 50 I oubw RENEWAL of cn1► THE INCLUDED DRAWINGS, SPECIFICATIOt 3, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY kRE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND O PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USI 0 IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN T IE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED A DEVELOPED WITHOUT THE WRITTEN CONSENT OF FIRM DESIGN GROL 1. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL ONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTI ICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENO Y REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DE GN GROUP'S RIGHTS. RRM DESIGN GROUP CO 1YRIGHT 2008 RRM is a California 1porporation d' 0 Z Z 0 a W 0 .J W U. m E I :s o J - _. O J c CD CO _1 '7. , CO U. J cin o LOQago W a ' C i uu W X U) W .J In=I NO. REVISION DATE PROJECT MANAGER C. WONG DRAWN BY MA CHEC14 MS _ =13 BY DATE JULY 3, 200 CAD FILE 1107514-T-1.0 Title Sheet.d Ng JOB NUMBER 110751 SHEET Twi ■ Request for Information 012 Detailed, RFIs Grouped by RFI Number Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-322-4300 Fax: 661-322-4301 Bakersfield, CA 93311 RFI #: 012 Date Created: 1/20/2009 Answer Company Answered By Author Company Authored By RRM Design Group Mike Scott S.C. Anderson, Inc. Rhonda Shoufler 3765 South Miguera Street 5815 Mountain Vista Dr. Suite #102 Bakersfield, CA 93307 S_an Luis Obispo CA 93401 Co -Respondent Author RFI Number Ro's Painting #1 Subject Discipline Category Architectural Plan/Spec Discrepancies Cc: Company Name Contact Name Copies Notes Question Date Required: 2/3/2009 Please forward a formal color selection along with manufacturer names and color numbers. We are unable to locate this information in the project spec book. Suggestion Answer Date Answered: 1/21/2009 1. Please refer to spec item 3.13 painting schedule of section 09900. For location of paint colors. Colors are named based on specified manufacturer unless otherwise noted. Contractor is responsible to match if substitution. 2. Contractor to provide exterior cement plaster system color for painter to match where noted in 9900-3.13. Please ask for a specific color, I am unable to find, one missing. r �l .4 a 1J _- - Z_ � -." CL � (1i � R IN; � C6 ,5� 0 R1_1 �_, � � :z ­� � 11 I 4 Ir r", 2 � "ta 6 -2 0 9� � , .2� 0) � 1� � i. -I 1 4 11r, N 2 � z a ?�n � 14 (_1 0 Q CZ_ a �_ .Z U -a! - '1� I 11 14C _-� i1c (Z 11� � I 11* I � I fa -.)C � I z �Q 2 , , � N (Z R IL - - 7- - _ - -1 , - ,�­ � �_ - I - �� , -,_ , I � __� - - - - 4 I ��,:�; - __ L ­ , - M n.0-4h, Ll. - . CONDITIONAL USE PERMIT I CONTRACTOR IS REQUIRED TO COMPLY WITH THE REQUIREMENTS OF THE CONDITIONAL USE PERMITITEMS THAT APPLY TO THIS PROJECT I . � : . - ru ,rhbl[ be cohst dted t' I . efore building ocdu ancy voll ' granted . � P, , Par, . � . . � : 4. ,N1 access lnerr,ranent -q tem r � I � R E -W, L,0, It i 0 N, N (D.. -0 a,:7', 7' , RECEPTION AREA/LOBBY - . I ti. -y/ 10�a Q ar-ourluarly 12ullu ing, under co trucuon I .. mustbe'at. least lofeetvivide, cphtainno vehicte obstr dii ' I . . - . . . u ons, and b6 graded b -prevent . 'PES * U71-bl% OL 1 OF THE 'RD BOA , OF ZONING-ADJUSTWENT, bonditildh-witbin thir' ,y. (30) days: of actuaVy� reoeiving, such dai im,� The C irly In it$ sole discret � ". � . . I . �, ion, '40 1 � standing water,, f3arricades'mugt b ii 0,laice %Nh ' . . a i in I I I I I in I ere�ditcf�e,s.a,nd.bar(ters.,exist . or . I . � ' . OF THE C-17�"OF-'SAKERSFIEI.'�r.-AP�:�bvI " "t,',' 'T!'Or'�kL!).SF -�- NG -,ON I._ Q -�hafflbe 611Q�4ed to chqb'!�ethe-�tja�n�,ybr obtside law f1rhi . clef6nd the'Oty at the�sole Cost an'.4 ; .. .. ' .. .1. 1. .� � - ' � � - cross road Vs. Emerg W1, - gocyva�jc�ie.accessrriusta� aysbe.reliable� . . . W - :�'- . ., pizRpjl , I � ,-, io bON'ST-Rdc-, A�Jb bP�wl,� Ftrzt STATION, IN AN R-1 (O - r�F_-�A,iovi� . :- ' ' � ' - I ' , 0, h SNP ­ � . , � . I I � � jesre of thi��Ap fica t'and"the City is�nbt. o6ligated lo use er�y lawAirm nra�,Lorney chosen by, i�no, , 4 _ _� 'r , _,n t i,y , - rt". P 3 . : iI-3. , __ IN -) Z -014E 01 CT. I lalv�� L' Q . � - &Rt �,FfLE N.6, 0&,65S�1, , . , . I . 0. PUBLIC WORKS - ENGINEERFNG (s�',effcckr�ta�,t-G6qrgG-�Giiibtir,g .56*11325�1997) � . . . � , I ,NkEREAS, -I h6 City, of aal�__rsf�eld_f",- 4 ,z5ppllo6tion vilth tl�e"C: -o* - , I Pev an I ' - . , ,. � . . , ;,kLy . f E�aken�fit�lq"PtirTling Department - lu, -The lottovirina'airia specific items ,,hat 1�oru+ need t6 resolve berfore you can, obtain a . I , ­ . I � � . . �6,uil!8�n ' ' ' " ' . These1tems . 9 piarrhit or be -allawed, occupan include con'd-Itions andfor - - , , -, 1. . � The deve�oper shall instal,one (i-�sireetl�ght,along'Mou tpleasent, rive. I , I h D Th e ' t-requesting,e conditional., use-peirnitlobdrts rbct 460 t _ jOP-31�Ptea new fitastaflon. The " � �ed al"�61 5 Mountain Vista D, , . d is wft 1. 1p�jPosalisloca,.. I I . V. rive an . hirt an R-1, (0,-etFamily Dvvefling),zore . . ,qy, -1 g -To mit a- rrrequiredby previous -site,en,titia.montap,provals.(these WO be specifically HALLWAY developershalibe zpon�! oforprov;dj ' % p 'res .b! - . I ,-I-q.th4teCooraTr<Jmateei��,snaces�,ar�,,to , enargte atI installed -bu ' 'Thesa�. , .. , ql%r[qt,, ah6 . fioted)�dhan§as ofaidditio4sthat head to b& -shown on -the final b0ding,plat siale j ' � I � -I 11 CAPTAIN'S RESTROOM newly streetfights before occiioa�,r, , , 'y df't�fff� fldhig ol si� . .., . . . ��. ...e � � . . . I ypifilAe -speifficleds, and bther� c.o6ditions. for your project,to it fy the City's I 11 asi is CAPTAIN'S BUNKROOM , improvements shalt be�shbwn on -ihe;Jjhafb4jIdjflc , -.ssubmittad� 1the-80ilding . ,g,plarl , .to 'WHERE,49. ft�,Board of Zon1na,A0jviftrl,ieh1, 'through its Eacretam setTIJ15SDAY M2 I - ., .. , ''. Y . � I .6--velopirnentstandards. The Itern will suaiiv.-nee�,io be-showro n the -final bu ildint . -ir ' 'dincr,pign-irrit FIREFIGHTER BUNKROOM '. Division before any� building pdrtnift,s wilf'be- issued� � . - � . �4- G - ,ao iojn. in , ' I I 2008, atfh& hour of 3', - th6 Courtp�it-'C'hafnbei�s',o�-tity,kaij,:.I"gb�- -117.6-.11,41n, . , , '' , , . .1 I - � � . . L 'ANerius.-Sakerenald, Caiiforn io- aslhe and.-plar,efore ' t '6. R plarli cornp eted befora a buti i's issued� Ea.ch hes bieh'grouped by I - � ' qsp�Lft;�ierit:s th4i't �qu knoviwhori�40 , cc;iifaet,lf Y. -- haV6 qucsfions.: J , 1 The,developerfs"Tali Construct standard haAdIcap ramps at theriorthkoest cairrier of . _ .- ,`kne P�Ubiio:h,zarin I , - - , 1. � btiferft tl�wm on !he progosal, zndnoflce-ofthe. Public--beefirlgi was 4ven_­in the -manner proAd6fd � hi­r',tk� 17. -&kartfi'old .10 " , � . I 11 . � I . �ojf . . . FIREFIGHTER BUNKROOM Mountain Vista Dri�,e and Mount P' I �dih , leasarit'Drivi� acco ,q to ad6pted ciit� siaridaidt. -1 , , , 7 ofthe Mu�i,cipaL-C*3-�; a � d . . I n . I 112 STORAGE UTIL./JANiTOR hoso im proverrients sh . afl bo_�Shoiqn.on­the,fi�af .. � bot ding pfarm s � I I � ubinkfed to the I I VYFERCAS�, -� Publichearing iva . I . . . s', - .1. . . held befOrt tfie;130arb of Zonirlg,Ad1jt,,s:ime t on said daie, - - k DEVELOPMENT _� EikMJCES--'5UlLD ING � � (staff contact- Mark -Fick 5611326-3437) . � . 1 RESPONSE ALCOVE I 13,jiwing Divisicrt before any building pel:m1ts wilt ba-issued- ­ . . �nd as,�eooi.�ed�eih -� , - . I 1 .6 . ,no iev"..im any W. " I az, ar-in support- or oppoliitionof the,'p,rcJect;,arla , I � I . Ah, approv d,graditig plan it.required,p f -taflnal- plan -approval. The developer shall I .. I e , nor 1 � . . 'rhadevelope-rdlia�li'nst'All,newconnedtibn���)toti�eptfblicsewE�r.ty�te.ni� This. I - . I I I %'H 1�-_ RE�A,'�, th e, 1 a ws an d;*r,eg u Wtiort s� rel at! n'g, _* 'm�j , , , I su birn i�, 4 copi a s of,grading plans, and 2- cqple,s pf Jhe p riel! 1-0 In ary SO i8, repo ift m 'L he . , � � DINING AREA , . , cc n n e otb n s h a] I b e s ho,,�i n .6 n th e'ffn al, b 6 kill hg pi 6h s', su' brin i t -t_ d, to t1be Buil ding Di vis io n ' . before � � .to'�be:Califort!�,,a.Fnvi'ro.rime,- ,Q-u9lftv;A-,t . 'CEDAI ar,d,,thaCity of Bakomfield.'s CEQA 1:m-plehrmnfa on, ProceeLire ff % db , ". at' S have, been duly -f6 owe Suifding,Diviiln.n� A fnatsolls� reg6rt shall also be submitted to the Sujldjn�, DiVisior . 't�.y,.c�inissu6,.,a,buildir�Sr,er�nk, KITCHEN any,bukFing pein-niza-L,vilt be issudd- I . � .1 I I -, � y City staff arid 'the Board--df.Z,oh,ihg A�jj�l�tianetlt aqo , � � I , . Piease�note,thi;fl,grading i5lans-must be beflorei.,�h . - � 1 donsitren. with thp firi-61 bulldi6g,site 12,ans� and twtdscaptng plaris. Building pormitswilt 4 ' .Ail on-,fta:areas reqUirad to be paved �i�_parkino l6t _;access divess loadiffq areas-, ' -_ Is - I VVHF-REAS;+�l,i.i�e�-jo�6--d,-�.;r�rit. -p�qje - I , - . e�d . -is axe- "O. V h " '' , , , , ­ � . pt rnOT, M the �reqUifeenants- o11­_CEQkin,accor.dand.e- vitr - Sectiory: ' * ; . notbs,!�ssljed'wnfif lvhe�g;adind P'14'nia ­ '" �� ' , I I P h ill , . I -,p . proved. by po#iJ a 5u; ding, DiVision and Public w6rlis. Department. --.- APPARATUS BAY etc,) S�.'Iall Consi!i� of cor6rete,,- asphaI66'cohcrelta (�Type 13� P� G-.)-tr; o*tli ed ztr�ett A ­ . � I ,.dr*oa�v � , , ni material aj�proftd by 1h6 City E�n�; ,_en Piiiefne�-t shaif,be, a,minimurn-1ftickri I ass of!� I 63061,(b)�,(,3�;; and � . . I . I . . . WORKOUT ROOM . ' , I I . " 1'richesover3iftchescli'a ,, paying � . ,pproved ba_, -ti rnaterr�a � i * .. 1(ie.,1,'lassPA,b.). Tfif�, J . � . ­ I , ann Pat,,,, I , (, , I -�)o is. WHEREAS,.the,-CitV cif B6i��,6fleld pi ,. jrig �0�', . � 15 Oh�&Ier ANrqmje� gaiiartfieidl� 2,� T�iedev,�lopOrth�illi-qctu.de,"jreresistive:,�'valIC'.QnStrUe,ti Pdetalit*wit�t;'I�-IftilP-IbLiiI in 10 ., . - . ,d, g -1: . MECHANICAL �standard shali, be,, noted on,"he ffnal'blifiding plans submitted -to tl�e g Dive , islari . �uifdfri I I before any buildiric permils,will be issued, . . , . .1- �171 . I . � " PoRch-ii?) isr th?,- cu�b4dja�7rof alll.d�q'urnerlts and other materials voon which approvat,of 1he olan's br'�,,all eited& w.alls,of igny�build'ing thatis withih,2Gfaet of1propirty, lines I it i � , . r , , s , � , � , " JANITOR . - , I I eqVI'Mrinnenial-de � I terinlratlon is l5ased,; and I I � usep � d l' ,�5­ 0 fx� com mercial t I or.In ustriq, purposes; a. fee I I of prqper�y lines ifit;s used for residential � 5, If a' req gradingplanis' uired by'�heSuildlngi DMsior,_bOdinigl pefftis will net be issued . � . WHEREAS', the facts presented in tha.staff �ppqrt, initi'al study,:'arid eviderT6b. recei PUTPOSeS_ . . � � CLEAN UP ., . untilth6grading plan is approved�by��,th6 PubliPW�rks Opp " ' _ . , artment,and- BiAdirfq ut�jsion " , I � v ed bpfh,in� , , I I . .A11, rifei W�tng�r�d-by.,,,ve�b6lit�s�Lli,n lyit...#1�10bqv&�, ,rahoed�v, !d,',heaT.inq(s1, support the finMPg,,% ) S, Include witli,dr show on the Final -building plant:nformaticn necegsa,�. to verifq:thav the � ��ifhall YARD . : Corit � alriA irl this',resibbO - . tidrr�ancl . I .. � I Prqjec� coirplias disabiffty reqL0a?ndntt c5f, Tit�e 24,of IfieCalifornia Ruddin , � . - ­ . .1 � . I . . . . . .9 code. 6. � � if the prqjbct genaraics industriai'.vmat_,, 4. bheilbe-sobjecit,to the requiretria, nls,-,,oft'ne� - ' I � . VVIAEREAS,af fho,gbovs meni�ioned'p'ubl�c,:he�.3rif�o(i�), th6 RrP,Pos2I",,vas1h�eatd'and all %!�ts ; . , " , - .1 I l 'testirrany and.o�ldbricd:wa8i co'nsideraid, BY "t � ' i " . . . : . . 4. budings or structures exce . . , � . � ; 3 eding TO-ObO squarelleetin,.anOa shall require Installation ol , I nal '; '' " industrizklftst� Ordimance Ain lnduet ' - ' - ­ t.6 �'4 ram, the 11 . I , _'-wasteppr-mit-mus. ai� i. d '. I � � � . . .1 I . I ,, . . 11 ,emnit. . 91 .Public' Wor�s, De0artment.ti-,fore !'�itiance orihe buildfna-p ' Ta­:Ofd,ouf�nihattypa 'waste � lthe'Bbli3Of, Zobin'. Ad- �foliltrm�ng-fil�,d,Fl-*G,S:reg.la,m'ln'g, th , , d'prpj��t" � � e propo's, . 11 9. ,jv,s,-mt�nt�ndth'�kyliw�,6"�he- a, . �, . � A I � .an:a,� ..,.�-tc�ire.si�rj�kit-rsW,-e,n. � torn i I . . RECT 0� is considered inedu trial' Oiease:conta-.'L,�Thellva��'ti.'v,,P-fe�-TiiL�atmer�t � I . - § I ,Stiperinier,den'at.66i,,'326-3249", � . � . � - I . .. , . . . . FS FINISH - � ... � I" Aft,required public notiiaps have i:*en,gjvan.. � I HaaringnDtcez regarding tt,,-- proposiBid eot,were maite6l I Proi lo: PrOp:leq, owne�s, vlfthirl 300 -feet * 5. Business, identiflcafion-signs,are�rint, considered nor. approved .under -1h; rev;ew. A, 's tape, aie� revie.'and sig'ii-permii'T,6-�r'the.Suild;fng.DiV!Siiri is esquimclforail nevif, si�ns, 7. � Before ariv,buildina or site,can be occupied; the'&N-eloper r-kist reconstruct � ­ .. . ,or re i . I pair of-thia qroject--k.Ea ar)d: ad publish . , in a locall-r,;i paPer-of-,ge.,n�r.a[ t*jrc' 1: i ' ' ' §,�q, - t '­ '.'' _Ws. , atlio, 1-0-'ddy or-. 0 thefisanri,�J. , q. " - , �- , 17 future use- and,c6ristruction slgbs� Signp ml�stco miply,4 t asig I , ith klh n - � ' , =9-.',' T &afl REG subsiand�rd off-SiFe stieet improvernents�:fhat front1th, -site'to adopted city-standardt as - . a directed by lhe 61 I lease ozill theCongtrUction Supen�i-,tEinder,t't�t,66.1/Z'4& ty �nonear. 6 � . . � I � . 2- � � �,Cfiapta, I .6 - I ,��Sik�tgfleld?iylunicii)al Codd)_ � � _ 1, . I I - � F.S. ZO�gto sthedule asito inspeotion to fin� ou whati- vern6nts,may-be'r,6q�1k d� impro � Theprovi�ion 6fCEa'A.and-.Cityoi"�.�ker.��4!d:;;:-�F-OA.i.M'je,mr--n , .§ . , in .1.- I It . ation, Procedures, h2vs�beerl,-folloivyed, �Staffdetsrml ed1hatthe Proposed is -a ' , , ' 4 I , .1 � , . I Projeitt-thatici-L. - - . - � : � � 0. -�.he 1�0111din Di i,,Aon 0 cat ul6li�k,-anc[colfedt.�eapprop(iate-schoold�I riaimpact,fee ,9 IV ill iq � st i I , � ' issue a. � � I ­ le A street permit from. 'he:Publir, ii'Vorks Deparfine sih Il'bed tainedbefo al.0y.WcrR.. ' ..'rit b re -' Categori'-�ally.�Ex4rnpt;'fro�n,C'EaA:ij,�der'Scefi,6',I',50,6,l��'b)(3),b6daUs6thc�or6p(?so . . . , . .., ., ,,,, I ' - at,the firrie-tbey a bdidirg-Permit. : � REOD � � I . � ,a � I . I can be done within,the public rig:6.t�'of­way,,(�streets, alleys, ease m-ents), Please, include - 'i " � Ifi I., .1 I I ., actiyhy does no;; hav , . � 6 th" ob nfiat , : ro§uj�,ine �;gn e� te - 1.0 I z ci O', .. 11he,eny f, . rnen,l , � . .1.1 I'll, I __ ."_ _ �., I ... t4itit.eff L,on. . 1409 1 . - - ildin plal s sha 7. Final bi 9 -1 11 s,hoAl pedestria � n acPess-patl�o,�ays_ pi-,1p�ernents'-flo,- persons FTG a copy of ffiis,sita;:plan' r � ev , !%rwdeclsion tothe depanment. at I,Natimd �yoo�apo . ly for thia 3'. Tbe prqpos,ed- u�se: is essential orctesit,a * , � . bie'to the pudic welfare in that itiVnecessary . . I I . ­ _' ­ I - . I � with . ,disabilities -Tom public �6ght&-o .tha�t,corinetqlto all accessible buildings, f -way , , , � I BD I Derlinit. . : . : - . -VIS�iOn,0,241'e'prole-,�t�,.aps6rv,'ic�s�to fe6r thsE prO i :� �- a. develclofng arei-of the C#y of. fzoiiites� elementsi,and spaces in acciorida"'Icawitr�16a: California Building Code. These *'to-] RM I 8akersrieldl., I I I . ss,vv;�ys pedint. ia n Ac6e ...',6��'ali:nbt'be-i�,-,r,�if-,],.tc,ve,h - tar-! nes,urilasss�_-paratedby ,a� . . � � cUrbt, or railin t. I . .9 : BLK � . � s dansimtertt,with �the, puroose,-and Intent o the di I 4, Thj§ Popr&,igl of this proposal i � f 04 " 1. - . � I I ­ Ty . . 9. L A sewer connection fee- shall be paid, afth6- tirne. a building lbearnitis iss; ad. Wevvill u ,� B�ikertfiald's--_?�onin� O'��dinari--e,anc�cOMD!�e,���with'�,he rriiniirn�tm reqorec� codes; , . . - P61ici6s�pnp' �tandi5�.�-6,-,�-ior-"O'eVL'-[&,PM,ent ;�dopte,a by the,.0 . ity C-ouncii. I 5. qrL_VEL0PMF_NT;aERAL1 t;q_ P . -.Paul HeMnar 661f326-=31 __ __ � _���'(s�Cffcorltaat, . GA base this fee'at the e.2te in effect4ftba"lime-a building . � - � . . . � .1 . _ permit, is.-issue.d, . . � . � . ! � , I_ T. he- m inim, u -v'bff_s tia6i pa7k ing. Fe6 d1i i19d for J��J,i$ � 0 �dje ot Shall be. I a SVaceS. ' - ; . " . . . . � . . . . . I I I � 1,0. � . . I . . , A transportattlion fmRPe, fea:ftir re&nalfadflities -shall be,p8id at the -time a bibiltdind I - -mit',Is'issued,c'rjfnobt.,itding'�ermitis'rdqVired b��fo,eoccUo��iicy.6rth--.buifdi,igor pe, , I , ., � . s-, The pTqposal 111S consiattant�r,tilth: tht.'goal,54 objectives aiid poijcips cf.­ Mat�o;�olit�iri .. 1 1, . I -1ha - . . � I 2.: Min' IT, um parking sf,4 dimen sions -s6ll be �-fast �yide by 18-feetlong, Vehiclesmay � . S.C. I I , , sffe%� This fee will be -based -at the,'.rate ini. afre lbe, . firine the bufdIng 0 t is'issuad, . I I I cfat; � . _ � i 6rrn,i Tfie,Pubfic-Wcrl�§ 04��p�=antluvjff,caloulate aff,ept�mat n � e. oftile total -fee vvi an ymt BaR�;r.�,,-ietd-G6norai:,P,�Fg.i- 5 I .1.1 . � � har.q. oyer landscapa areas- no.njons.tlian, 21/2-faaet provided,required'setbacks along I I . I . * GALV , - u .. T, s I I .. I ­ submil, ��OnstT qllb plan for. the or,plect, i ! , �r s,,te�-;t,,frori'tages,afr�--�,naintairiedi-ar,idtraes,and�shru�bsae,Dm�Le�ctecI bmvehitces. � � .,�. . I I I , I � . � - I Ew T .. , ,IT'R,5S,0 ' - kV,ED,By ;:H'E 804�b OF-7bui, " ' ­ . fq(aAojLls--,:iv,1ENfT I x � 3- All oarldnd lots, drive*zyAj &Jvb � sljE�A jo ding. areas, and any p,.her-vah1cu!ar . ­ , - . . ­ ai . a A - . ', -, 11, I Thategal descdptlon (ie. lot and-trac�tn�rfiber.-a�,d,lb,,,a:§!§�i�oes oarceli'lumbe') shall I � I , beshawn.or the final build hg plan i I S, 9F, TH E C(,TJY OF 13AK" I ; . .. ERSFIELD'.-as�-follo%rs,- � � - . W 1. - . � pys, shall be ppyed mith-�concreterj aspha]tic �concrete fA, C.), or other 0aved GL I I I 1. � : 1, That,th6'a o , , - '41, I- - , , , I � 1 � -P. ye,repaii� S; m qrporst�d Ur,eiq,�ate tr,u-b alld, qq7, ar - . C . ­ - .;t. I stneet surf6cing-malarial.ir-1 accordance with the-Bakersfieid Municipai Code � ,(gectioriis .15.7102G,3nd 171 z�5&13513 : ', 2. � � � Al! stonn'water. generated on the n I , roject site, incb�dinqfhe street frantaoa� shaill tie� , '. 1. I I - �- ro4alne'd, onsite, uniess otherwise-ellovm " ,,3e-P.ubl�o-kk�orks'Departini�ii'�.,(plo,ase� 4, by,"C .., - � ; 2-1 TrIdt ehis l?r0JJaCtJS,eMMp11'A'crn, the r.equ;'ire , emts�, of_CS, M 3 . 4. resta . Ughtf 4 ts1dil"N -fbf,alf 0,atkin-0-16tt, Pxce;:it, ' fe'nr`f6'ulots�vvffhf4 urits or less , '1.1�urn SECT . . I .. I I � contact th a. Publit Works DeparVirient �,Sb bdi�jisibds at 661/326-3576), I . � . . . - .: �QA, * ' . . ­ : ; , .. I .., _ itsoctron, T?. -'.58.0 - . . in . atior shati be,eve - 64" -across," ' " 0,46 11 �� 1- - . 61,'��dis'm ted the, parMng I I 3. I I od Trisprojec, m4 be locat w1thIM a,Plbnned'Sewer,Area, Pleasp contact the Pi:Iblic a., That Condi'I'drial ut6 Permit No, 08-0,55-a- zis des6rit5e,d.-,,I-t-�hi.s'risofutbn,. is,he aby .. I ,� - : ; - �,, - , , , 7, 1. ., area,with,ligbt Fixtures'desiV.,ed tnd.arrah��,d st�fnat ffgftis;.dire�ed doV'Vrr1141ard -and � I ' ., . . -1 � Works.-DeWthrient - &16di M -n' * '76 , . Lvisionsat a2&35, to. determine.. whik-fees May.apply. - . . ft� . .I . . � .T approved sU41ect­to�lhe condgions-o-la, ro al .a , -ul *ig . '' ` , " . -,, ",''11. ....'.09 ,V . gqTjo�.rna_wres.as. " 4'- Is rtfl6cted away. fimm a cliace,rlz properties and ilreels, Use of, glare shields or I - � I � � SHLFS I . I . ,naaq � ,y,r; ' I r:- r � , ,,,,I. . Captained' -_X,ibit�7,' .., 0 I . . . i bafflas mav-be.r�,,qUir6dto�r�l�tra�r6dijob6n oi'co'rlt,�olcif back -light. No ligbtpoles, . � , I - . . ,.. . . . I '. 14, � TNS Pro,iact may -a located iVi�hlh a Planned rjrairag�,�Vea, Pleaita.-t ritadt-the b L . I o i . : . On a motion by, Borard.10ember B,urns�,Ihe� 8ber�:oflonir;.- Adjustment this-'resottstion, . I stan'dar'a:s ar,81G." ­ I ., pxtutes,ln�,14din �ba�ses orpedestals, shall:exceed'a height of 40fae, ' . .,g 9bove,grade, However, 110tstandwds placed less-thar. 50 fee from residenfidly BTR - .1 - I Public "uVorks Department - SubdMslot)s at -(661'� Z�&3�'76 .to �&,�O'rmihe' wkw, tees may . . � . . � I I � . I apply, I � ,,? apprdVed ,by,the fi�16fing rol1-c4l:Vot6�. � . . 1. � . zone�d:or designated progarty, or. ftotr exisLing.r6sider.t'i?-I.'de,�,'e�o,.,,�ment,,sli-efi nof , SHTG . I . � � � .. &ceed..e hbixitbf 1.5'feeit, The.,§hal.building plalhs�.s�alf in6lude a 6icture or diagrarri , , .�5, I 1 ­ . 11 �y e � Thi�spro�iec'ma b subjec-to Bridge, arid Major Thoroughfare' tees. Please,corilact AYE�-. BL,rn-t und, , , , z I _ I J . 1_rWQPC1 :�aragP7_a ��fthe light. ftxtures� beih�g usied Grl'd`,:s�ov1 ho�� licii't v,f;lr .69, J'fracf I ­ . - ad oilto the par�fniz � '' -1 1, I � � . - I . . � I the Public VVO'rks� Depailtment -- SuMivislons:,at (551.1 325�399'/ to d6tertine"what,fee's .1 ; : ards., -Pieas�e noie'tKait sitaf., can rdctu,fra�addiffonal adiustments to installed lighting , . ... . I . � I ., . � . ­ . SLDG . I ­ . . - � may apply. � Nlibtt. : - � . ­ ; after occuppricX to resclve�qlare of oth r lighling problomr�if they negal.ve!yaffecl . H.C� . : iI C : ; ��p � ­ . . . adjacent propeMies, I CAB . . AE[SENT: : : ­ . � � i * . I . 5� Thede,�elooershzlihclude acbpy of all inal, laridscjape.� pla� with -each set ol 1he Tina' . , I � E. RUSLIC WORKS - TR ' . � IFFIC (staff zonfact- George Cillburt -661;132G_-3997)� . .. - ­ � � ; � � .i buildi�ng�'plins subm,,.�tt'LI'd.'�t'r,'ti,.�e'B't�ildi'ng*�Dly",,E§io�i; Building permfts vivill not,be issued . . . . . ' ' i ' ' I. I Show on the firief,building plans 48'-fbot,Wide (tbo-to-t9pl, -.omm rci4I i�rj ,ap a Ve proaches � � I I . 1: FMR15BY-C Ektlf�,Y;tha� the fdregoichg irasdlutlb'r� t -.;as passed -and adopted bv­-the',B6afd of i I the PYa n *6 I unt, , riipg Division has approved"the,frial landscapb-pIan for cordstercy with WINDOW , I . . , asindicated by staff on the reiurn�d site ' ­ l Oriveapproa&,es,nL,,St.be��0-3ritef'edon , Iz-onilng,Adjtiel,r,ien'Loft�ep�,y�of8akersfi6idi�t�a:r&dLfi�.- aefi h-1 ' ' "d �­- � � ' ­ � . I � I - � I rh � ng_y�ld,bnthel'i�, pyT-j�j4y_, .. .. ­ � , � 4.00.87 a0proved.site pl��.s.and,r-IFiiiit�,,3rr�6rdingrt*ce,c�fa'ndi3rds�,,,'ble-.seref-:rl,o the attached . � . ' ' ' ­ - . HEIGHT ,plan. Jb driv,eaisles, Afldfmersi Ils shall I)estlo�4rn'or,til,efi:naLbu�idir,�g plans. . � � l.andscapihd mq A &nts ifir�apj* .� 17 . - I � uirern . _ . , . er. � 6�,If,,J. MINUTE I . . DATED Ajay;'1�8. 2008 . _ I : . I � . � ' - ' 2. h 1 Street return type approaches, iftisi�d, s 0 1, ' : : � (NdTlE: At�tht tlm&,,a,f.�lral-,E;it;t-"i'Fltpdciibrn is conducted, sti , . S expected .hat HORSEPOWER . . .�PVe2gfodt-,M-inlinunt�fadiusr-etums�,v;ltlla :25-T-ot-t-ithro,at w'idth,. All dimensions shall.be shown'. on'.the finallbujiding-plans, i z � PKB�Tlts-_Will met0h thie'tppcias� ldbhtlled a�nd, be InstalledIn'the localbris 11 I CASTIRON . ,CF7Y.0F,SAKEI3$F!E�LD . ' ' " f ,tinintistent-with the approved land�cape',p;ah-.. Gharig'es' rnade'-with out: prior � I I � I . . I . . - - 3, Two-way drive aisles- shall -be:a rniniimurl�l Width, of .,2,4 fe,et� ,If pqr0ehdid6l6r t - 66,ARb,QF ±'ON't" . � NG AIDJQSTW�NT . . ap rlriiiiq s;iaff may -Ir suit',in Me- removal , prove I off 1h elp't al � , . � iq � I ardlor relocation of I HOT WATER . � ,go,) spaces are., propios�ed-,iivhdre a v6hjdb'�.musi b;5�c'k�-into:thesi�.,�li,syiii� the rnirifmum . � � I I installed.plailtmateriak; and,&*.s fii ciblaInIN-buildiag occUpatig(') � . . � � CAULKING �Ip2r�jna_ I � aisle width sha 1 Lbe �5 ia�t, �,I 11 driv -a . sr�dimtri�ions shi5ll be s6.oJ,.,ri:.o'nrJ4e final ' e , .. . . � I � 'Olans. ' � " - - , �_�_ <1 i " it, 7 � . . . 6. embiv, hotel, I . 1, I . I 1;11 b ilding . � � � - , ,­,� _ek __ . I I . I , � rr--_ y zonod 4.. Show the typicaf parking, stail-dirrensio r -on the.firial building plant iminihi um stailsize -, 8, U- -11, -ffi DO, F,;air 16 * hit6tural CLEAR .. is 9 feet x Is feei1), � . . ? ucturat STEEL CMU : � INFO � STRUCT EXHISIT A _41 __ � . ___ I q ' ' .. . . 7. �Oper ,storage of rnateripj,v ailchequi 1 I . . .prne.tt v�lal be surrourided -and screenedm ii, a F� PU4BLlCVV0RKS'- SOLID WAStt (staff,contact-JohriWilburn GSU326�3.114) ­ . I - - CpRbmdisi�a bi:�A'J � , - APPROVALL . . , sofid viall.or.-f '�nce: (screening aiso.�appii6s to oatea)-. This fence shall be at least 6 ,; sh, , Iftet: in height arid matefia" all-'nbtbe stadi�;d the- height I . - . - -contact - �yo-u.rnuist the'staff person noted- Idinn.vermits, can be abcva before,bui - *type ... -Cdnditi'o�itfl--',U'te�-,,PP-rmlt Nb�,'M,0558. . . � at'ove of the fence. ,�i,V ,qfs� Feh6,La.§.falillerfhaii-6fPPt.ar,�0',affor,fLmd.,fn.c,,,),,,jlmi�rr'i.�!,ar,c,l�i7dti,�.fr,�'pi2cpesbu� . I I I . issued or work�-beqjrls.on the pi­�>Oerrty.to est.�blislj ___ - r I . , . the level and w, zervii'm � .1 necess�qffbr th6.collocflori of rtifd�er.afidibf tecy6leq *.ateriails. 0 1 llet-flon . � � . 14 Tho-ap.plicant,sri4.��gr';�ittec?bV��bi��.'il�PrOY,41.ares-,UbijPc�:tothef'--Iio.wingpfevis'tb-ns- � � . ,. - . I . L - . . tt�Oy,��ilir,acy,-r,e,'a.bLf;ldfn p6 . I g ., kmik). � COL I ' ' ­ ' ' _' . I . 0 locafionsmust.trra0deinoU c6hi4inm,' nf area for the refuse bat 1.9 generated' .. I . . 0,171 . I ­ ... " ­ . . . ­ . 'A Ple Pxje6t ih.affbe in accordlace,with aV approveLf,ojaris, concYtidis: of joprcr�al aijd I . . SUP 8 . other Mquired:permiN, and bpP�dvaf_�: AN cb.01s,lr&,:�tjon .�§j-t�a , ., - , .- , I . . , -P inp;� �,i�t h &Iez: 't ,� 4��6 , . � I :) . � . : btfildk,g ccdes. . : . I CONST . JST . 3 SW V1Jfth0U'V,WZing, required zoning or.setba�k­re�stdctibrys (see-Plannirg Di�islon - . 11 . . . I I I '. All,conal6ons imposed shall, bla,d�figen . I .... , ';­ .; .. .. . flY GQRAM�dWfihialsfftfmas and,'a1PaonsrrU.t�,,ioP.. : a� Areavused'foroutside-stora .. ., . JT condffions", Levels of,service .areb�ted-ori'ho.Woh , 6 opile.cfilon, occurs -as follows: .1 - � . , ry -a W'Iiwized.,�ot rawlred�shi�! be-dilygen,�ik'Pro-sewed to,completj(�p -,-�.eforotlze P,remia8ls . I I Si�7'all-be-1,�3ed,'de�il-�e:,pti 07ses-ap 'm�d&tt , , 1P m'spotol4-` I . I . g,% shatil'be treatedwith -a -permanent dust binder or - -p ' cl,ust. control - a. en other .erri'aneat 'mi.:'29,ule 20nsist� twith'The 1744ilations of t'& San '. ,� t r ice ' tar, seM - : I cublc�:yzrdivveek or.Iess-1 time ppr,�VSGKt . � . � � J69CILlin Valley AkPc�fuficn Conteal-'Distric�tL -(�!.Vot�7 .;VJ�p0aS&n­g,pry icjs�parjwng . ; � .. ,eh . . . - SYS I I . . . - Front loadeir bin services - � .; . . - - 1,cUbilayardhv k:-12cub7jcyards�/day se . , Thfi§ a1ap�pva,1.�jvjJ1-hct,.5b 80c6ve1krVi'ter� (10) 0`0YS B601 --the date: upalfit�td6hit is '' * ' " ' jareas must be,,pav&d.) � KW . . . . . -0 , I I Roll�off compactor service -_ More,i�han I 2 cubic yardsiday . �' ,qr�nted �y.,�fia-'&Z-f4 ��qa]16j�_�.j r. appeaf 16 the'C'ity.. r,b1JnCj,_ �. h -y ,permit,orlingrise fc,rr . . � - , ar)-y'ZP,,D,-r,.%�,aJ.,,O,,�ani'pd,,,��hat'tndt�b6,,�ssited � � - &n6l"tha 16 Iffecu � '_ I � I ' I 9� � 1`1 n 110 sule� and,cont 4tn-er areas are subject -to all required 'i" 10 I � I - � , r��-`M. obliect 0 'L '0 -z 2. . . -Show an the 6nal -building PIWIS-rafuse bin encltsure§�� Each. a, do n sur6shall be . , , 've-dill'o, � . . ' - ' -,rb!5'a,bDrc�4)sholi"'Wdm�.7i'ii�ail��6e,nzil,'-end,v&.fidohe,�",),Ye;r4fter,�h I _�,' '' ­, ­ , ... 1.111.1 1j," - e eff,ective date s nul c . ­ . . .. I I r d , tWril.s�ibackE�f,ro,�n.s�treei:front�gO.S.atid shallnottredu.-d ariyaarl,<ing, 1&-�� in.0 � - - or jandscapi -as�reqOred:by, the�Zoriing Ordi . . ing-, areas, . � ­ I flance; . I I designed:according to adopte I 11 � -d.ci�,V��t�6dbid:�Detdff,.#'�.�1:25'A'& Bl, aifth'e'size,'�'Phecked .. efore occdpancy-� , , . , .11 � � beliow E'L '8' �f'the buiidin'o.�r. site i� silovied � . I � I . Z, 3 cubicyard front I , * '­. " . UP)O��,xho-appliibd,7td?,:Sqgces,�qr,�7ets,acto.ally.�a.otrimei7,te therf if- th I . I . .. , ghtS'.9ranted," or e . U: [nthe.�dv ' " 6nL a "Ohdb6tifiriphted I LAM ,� I ca d ir. 9 type - ref use, b in s 4E, be piaci V, . Sh d lithh �hiar'OUN�d 61.cl�'50re(sj�: .d ft'gi7tsg,,rartted',ar'ed'is'co'.,iti,7ve0i'Dracon.tinL,oug'.0ef'-Od.�ofol,e�-,q).,�(ea�'o,rmot-�s. 'rhi& l0r,6VI'01161y '" i ' '' , - dillbas-welf N unccivere,IL or Tiscoveted on CL CENTER LINE dme�c$n.be exkW6�.to,rup,46,ora,f -,l)'addittionaiyeAr , 'VA' ' b d ' . , , V, b� lhe�aOptp ng... q 3 � . thl��prdj'eict'sfte,_fln" - . , � I I � 8 oev'61'aper it.rosponsible, to 00-itaci the Departm fant of "or .- i n, of ' m ' s - h G ,servationJS_Divisid -0,fl,,Gat,_'ind ceotheh at Rasdar6o 0 . M 6� daep x 8'�vida (I hin), ' id '1 � � ­ I 0 ,81 de,60 T5 W e� (5.,,bins, , i , & I .., , . - I . , 4 The. EZA ih �y - h7P,4te, tekctfion'bf ; � I the.ri_chfa,_9�a�ted K*679re, is.good c.au&e, �_o�bq#�g� . . , - - ".. I I— �(DpG_11)��;T_a. ,davell per is r6sponziblial -a . . _P . lor, ny rameate, operatior,,s on the -Well,re4uirBd by . � I., � I . LBOR# I 0 8! eep x 10 Atvide, (Z�bins) : 0 -.�V:.de'sp N,29,widev-,-�(4'birii,�) . . ­ I � . , '' , , " b,dt ';Q'k f�i�r�t�-d,.Io,:-�'ail'Ur&"tO�cc'MPIY-'.'4','t,�:qcf7d!t!On,S-Of 0PArWal, Complet.a."Odristftuctibr, or ' ' � DOGGR' The &Vlilop -� all.alsoi�� .154 ol - P I -of 8XIC S.ect i on 13��6 , I .1 et. h . � I � 1�' NO rovislorls t ._eo (P�J_ DBIL NOT, t: ,All enclovure measu � re ;nsidt-Almeiiisibn If both ri6fu�ie - rementsabdvt-4 . s� ex,arcise.-i,ha,j7,�ght�'.9,�p-n.ip,. .. . ..., $,torViol6ion.b�y.�t,i�g-o(,.,neror,tona-n�,,6fany.,Q�ot,ision.of � . . I . 9 � . th&, - - . a I . and recycling comainers are to be cbmbiried irijhe, sa Ihis� a rheend1dsUie,are='. are must V . ­ jgjakejmfij�l$ uynk�pal Code -p, - , , - "' 9rtra,;111h�r't0-,th& PO�i�§4.,,,fdr whiibh tlic�4pp,pvi!�l vva�- granted., The � .�,_ �r - BZ4 ma� 6166 ciopsids�- �Ihdar the M �,6,6iijrbh- a ddillic,a to : � I 11 � ";,�,lie-O,evetoper.shall�,-n,-�c-t,a�', regulat n hn . 'ir Pollution I I I - I � lGhs Ofths SW -aquinValliay A L.L. . i ' I � 71, . . I beexpendectinsiz'etoacca.mri�o,,,ate�r,6i't,,pI , -,i , - I . 4 �6ontainem)bjns i co6iact, the s1aff person. abov's fot the applrbpriate enclosur " ' . � I eisize)� , , .or Fr' , I , � , , 11 .. I . , loaffli!-.6,DnO' ar7y,�;cindgions-7 "117;,."O.is-,Su#,.,�it§�,i,i:�i)�*�', �ilcfud'-'1�0,6,ldtl�, - . , ' I - 01 -lifBiled to. � 507?pfaj�JtS - -d -�e. ' ' .. ,Ccntr.o'�'Distric'i,i,R'eguf2fttoh,VIO)'rbnc'er�,,,'n JUStSUPDrbssit5ndurn - I 9 P . . ., is , are, � I '. I .9-corstrue,ion of thep,,61i�dt Mj�thodt,include,b_t _'hot-'Iimftedfo� � . I - I �hatjihe �ega�j ing,i Proieclw , _ c,on�if�6�s,',are,noi:,acregvate� ror tha'�;769ndad purpose. I . ; � � . I , use of water or chernical stabilizausuopres�arits� I tv,c(intr�f du smlss,io ni fra m disturbed area, stock 1 Facilities thairequire; . aT t6 - rrfecf'ous, waste senfic�es shAllobtain approve! for sap a . . . . A! unos�-Q�'cit,he,,,Vliie�owdit,'o,,76d.--this,�pp,r�v4i,�v,is',i,L,i4'h the r'and�ari ni 'd 0yo0i7anu6 tin -der . I � - . � � plilas I . . I I . and aC06Sw-,-Va.9*, covering--orwettingmatel-ii .0 fsitbi; Rrnit 1 , als,thaf'tra:traris�portad, 11FT LT infectious �vaste storagle ar6atfrom the K6m-Couritj Health D6partmein_ � , . ,t, iri no Uri,nrea . instances shall the refuse- ' 'b,e,use�d for infectio,urs:,waste contairin-lent purposes. , . . � 11 I .. Or , qq--�",�'mi�Q�.­`M'6�Md:i _d " " ­ ' - succe-ssh�6 oivr 'SPM04 Tie Pr_aV15J0n.s�,are,,s0hsfi'&d . corittrucl fion�raiated -speerds�,:to: 1-6 rnpih on, at! unpsvdd,eirea�e�'Wdehjnq of construction , , I _ " ­ �. � ­ ' ' ­ ­ 1 ve-hidezz bofvra.tht 'bf' 'ff�eet,s t6 mini,iblie yen�erpu, ;ql DTL I .. I . - I . R- Tba fblfbw.!�U=,ndlbions� shaff,be'satiiifed at . � , ,iorli'!�f thd apordiW of thij� -projoc�t: . . . .. I I - . J . , canyouti,trark.outj and -cease � . � � ­ , ­ '' - � gradfnq�.an d ea,rthmq ,v,��?Jng-lper6ds­Jfbi h ' 2G,mpihor-,mcre). . , .,. *in .., .., � g wi.hds ( � � 11 � 4. i Fac lities that require. grease contslnme�ntrnusil -provi k I . I ae. a storet le lo�oatljon.+hat is separate from* tht Wise -bin locatldm 7Ns shall be.-sftdv;�i dt�-,hi�firial` 150diinq plan s. . � � . .1 � .1 .. -1- I. Intoneideratioh-by-ft City,- of Sakefe � ,jgd for'fa,la,ti�ge�-e�n'4!tj�'merl,,s, :141.1ciudirg i, jrr,rjf,,ed to � I..., I ".,.I ".7, '.." ''. " bu,, r,(;r", 'r '� . , - `�, , I '' ill P� I . ­ � -..2r nor toreceivngfinal building -or. site OccuP�irdIll.you"MUst, Conta,6t the Planning - I I 1. , abov= ff - � , ai'vision (rtal!ifcontact noted' -) fd't ft�fal Inspec on.and the & � . Facilities " at part r[pate in -re * th i cycling: I I I � . � I ­ ."d � . 10136ratiPhs Must Pr6 de a local.lor that is�separate . relatede;qviirohrh ,_ .. , ,,ntall.-�pprovals relat6d.'10, ar ansipg-fram-1kh1sprojeet, the appricant, andlor '" ' - ' 'PrOP��rLy'-Osvn-a'r-or,,c'4.orazibdig'icier'(-'A�g,ii-a.ni'� - : " ' '_ 46demv , ffeftin)'agrees to .-approval of � , . , laridscapin'g, parldrig lot. fighting,.and , �ihe,n � �Watejd sl"e' Irnpinvements., I ' I - - ," . ri-spections D.F.C.R. from the refuse cocotainment. area. � : . I � ­ - iii, .. , " .1 I -y,, daf&id,�and hold: ,�armiess--ihe,.Ci�y-,ofr,E��'k;-Arilteld,.,I's cff,cers, t , .. t ­ � . 11 ` On'% arrI010yees-,-do�i0tigrits,, commission-,ers - 1. . � or:boan�ls",r,&i�i, ��15ih')­agai' j` ons -�anyainoall'likf ay� oct&s, - will fi-dtbe r,anduc�i,edu�,til;�ll.teqi.,ir-e,cl,items,havL-bseR!nstaIJ,--..'. AnyAeviationa . , . � ,4 1 -1�r.oir,*,t64.P,�,pfovaq".pl,ar,s i b fr -fhe,JJJi�i,rtnlng DivisZon, . * . .vv.t otit prior,,�approyaj j o,m . may result , without violaing requir ,edzoni o,orse',t.;,ac,krestfiq..ti,c!ns(�ei,�-Pla�n'ning.Di��sio,n 'r, A� 4� . - . - I , , I cond-itions%. Levels'W ' ' . . . --cla[6; c, okse` ti " I u . s ova tion -or demarids i�uhdt��cievE�r-ag'a.i�I�t�i��-Li,.i�l..,�.6t. e-th�.Id -M"e'tft,"bi�tfor'e-adrr�inistrd6ve arjud'i'dal-tribunals; of I , . in rutoion ar,d,delays.in.obtaining building:nr site occt�prl�y4 , recpnst � I � � MATIL ; sarVtCe are baseid-on. how 611ten collection occurs as follows: L . I ­ . I I . . � . . shy',ki-,�d.w,li,At�6l�Ver,!n;�6y.,tvay,arl, - mi I - -1 - . . t�ing f4qrr-_the 6erma and provisions, ofthis- ap�pticavon� InclYding %,Mthoul:_6111tatiOn iinY &Z--QAaplD,r0v-aI -or any��,olate'd'.de�,e[oomjBnt�p��avo-Is �r ' : 'S-,(- ' ' I D.F.P,A. - Cart service - q , I cubio,yardMitek cir-Jess 1. tirre 1per�vieek . . . � . 6 Fi;orf.t loader !�ifl services � - " I - - coQ�dil�ione-w,�ether',,mposed"Oy-?Lh6lcitl�'Ornb':^6 609 `0- ' . El X 1 - .� I., _ for s Y's sole zctive ne ,6or 'ct . I. � 6,li,goriG . � C� Fift-EDEPARTMEN7 (s:taff-adfitact,-.Daive'V.Vefrather I I . � 1 Me"3215-37051 . THRU - 1� dubtc,yard0eek- 1� pubic,yardsf ay ' . ­ ." ,d I ompzc * Rolkoffc ctorser=e -- More than 12'cubic yardsiday Willfal Mi�conclu _ ; : 4 � . - � 1� Show on the -rinal,buildina�oialis�th�-.-fbild�vir,g,'items-, Mc . . � Thjs� inde�mnfflcatidn condftlqp.-doe� notprev ,pplicantfrom challengin ,ent,fhe-A ,, , , - ': , , ­ , , 6, . . gany'd�icislonbyft city rel .1. �,� . 4teo tqt,ts tj�e 11 ­ � I.. - ­ . � . I . . '8. -if -sr,� ' � Svgimms, fire�ajz A .-fire ,Ihkia,'a?4,dtnr,-st�ard-Dii:�E�:, �-rms orn&cornmercigi hood 2. Show on the ,final building plans refuse bin-enclosurnas, F-ai0h ericlosdre-shall'be. . � I � I . �.. - � designed according to'edopted 6t�('�l,andard,�D6t�ll:�#,:,7-25A-&. B), at.the-siza-che&�ed , . . . . 11� 1.0 *aupancy . projjact.,-ar"d ob,1@41tions.0t1nis condition -agpily regarctle ol.ivhether any' . . I '' I ss I other Parimits, or c-r,"�fi�lment,,z,Are--;issui�d-'� � , . I . . - I . , . . . - - . svitams Thes�s. Spp.pre�s,on,sy�tstr.s,ee,q�ire,revi6�b arid--.6rm by the:Fire TIS belovig, .Be-, �ore c of the b0ldingor.siie-is allowed, 2, 3-cubic,y4rd ftdn'A , - , � � . ­ - : . The City%riff prorq,ofl�.. no, Apblid � , k'fy *1 �aht,()f.�J­r,ys�Xh dPrl,-`a­-'iohor*prod id'' f�llingundert is ae [rig, . ,ts � . DepaTtmerit. The�,.5ireD(�Pa'rti��leiTi',V;!iil'iiiUegiiid�Blines,lc-rl,he*ev rj.oup�it' . I I I S. .a , em�� MECH loading type- refuse:bIrisshall be placed within the requir6denclosure(t). I � I 1. � � , I .h as1hey-tray iplcl� to ihis,peb,"iect", DIM DIMENSION Y. '" . � . , � I - I � TW � 0. 6'deep.x 8'w[da.(1 bin) . 0 '8'.de px,1641de (3 bins) � I � ­ i . . . . . 1. , Z The'deve ' IDPer Musi request, an., inspectidn of anyt rg�ound'spriri�larjeeds af% least 'ride, MIN . _e. 0, 8' deep x I 0'widle (2 6 � " I' . . ins) . Q 6 deep xx 20"wide-(4 bin�): � I TYP , ." 24 hours before�. hey aralburied, !$;L.,.p.i�,le,,,,,,O'r,,Sil-,I��eibi'�iisio,n�([60OTmtun . I � , � I fsfiold:C, '.. _ Avafta,,SUit�401,-BaKe A,, Pin -66 M!&3971 9) nnuif­* Pomplefle all, on-site DN NOTE, All ericlosure- measuremLintg jhovv�'arer inside dimansibna. bP both rafuse , MISC " I � . � " , .ins�eoahs,of f,i�B�spr-�nk"E,r,�y�'toms,anef'firc- alarm aystems-,before,any, building is arld�re-.yollng containers are�tb-be comb.inediri,"the �arne enclosu�.��-rL=�a,.-this,..i�-ea.�,nuat . . . . DR , qccuoled. z ba expandled in size.to. aco6m , I.. -mod'96'm.Ultipj�-66htein�r,��bins (cortact'the-,staff person' . - ULT I— I . p DINING above'lIbrItne app . ropriate endIcsUre sizs)� . � , . I . � NAT--- - I 3. the deve'lopershall aboviro - n, the firfat hulildling �Ilans a Mirtim'Lim 2C,�fibot-,,,,fide all- , Weather enihbrqerlcy-,,��jcce,�s with an 6�erhe6d �.'learan , , ' I ' � ;3fee, 6 *inches r4thin 150 3. . Facilities trialf require 1rtfeetlous, waste services shall obtain al�prova] forsap*ate I -1 . DRWG . I " I I z - . . ,;.eof fee', of-aill bu.64d-IngS on thd pt0j%j Site, The: Fire: Department rm,st approve the 71r,a� ., � ' . NG ie,fp-&,iousv�tas'Lestor.-gd,areais-,Iror-i'the:KbrriCciLitity'Healt�'Depjart,-,i ntln'no I I . � .18 UR _ 1. l9n loc�ftion and des' Of ff' I I _. , . M -access, prior -to building permils being,issLed, This access 1 7 DS instances shall the refuse bin iiirea be s6d f0infacittious-:waste containment purpose!5. ­ I � . . u . 1� . NIC . I 6 - 4. : I . FaclE ies that require,,, - It .:rease,ccntanrnent;,rr ust. provide .a storage location that it D.W. � I NO . separate from 'the re -use -bin locamtibh.. This sh8it be. showrl ob th-a-firial bdr ding plans. . - ­ .. � , _­ I I 5. . . Facilities that parlicioatein rao cling,O�eratfons -must qwovi0e, a locat on that it Separate I Y fl NTS NOT TO SCALE VERT 4 ,iorn the refuse containment:area, I . . :i :i. 11 11 , 11 :1 OCCUPANCY SCHEDULE I NO I NAME � JOCCUPANCY1 OCCUPANT LOAD FACTOR I -_ I - __ I�� ­.- ­ - I Jol I RECEPTION AREA/LOBBY - ­ --- - -_ 102 COMM. EQUIP. ROOM 1 OFFICE III 80 SF @ 1 /1 00 103 PUBLIC UNISEX RESTROOM � � - - 104 STATION OFFICE 3 OFFICE = 234 SF @ 11100 1 105 FIREFIGHTER RESTROOM - - 106 FIREFIGHTER RESTROOM 1 - - 107a I HALLWAY � - 107 CAPTAIN'S RESTROOM - - 108 CAPTAIN'S BUNKROOM � 4 � DORMATORY = 159 SF @ 1/50 109 FIREFIGHTER BUNKROOM 4 DORMATORY = 160 SF @ 1/50 110 FIREFIGHTER BUNKROOM 4 DORMATORY = 160 SF @ 1150 111 FIREFIGHTER BUNKROOM 4 DORMATORY = 160 SF @ 1/50 112 STORAGE UTIL./JANiTOR I STORAGE = 127 SF @ 1/300 113 1 RESPONSE ALCOVE � - - 1 114 SQUAD ROOM 32 ASSEMBLY = 479 SF @ 1/1 5 115 DINING AREA 15 ASSEMBLY = 225 SF @ 1/1 5 116 KITCHEN - - 117 TURNOUT ROOM i.... 6 LOCKER ROOM = 263 SF @ 1 /50 ....... . 118 --.- APPARATUS BAY 16 GARAGE = 3,030 SF @ 1/200 1 119 WORKOUT ROOM 2 EXERCISE = 417 SF @ 1/300 120 MECHANICAL 1 STORAGE = 1 00 SF @ 1/300 121 JANITOR - - 122 . MEDICAL SUPPLY/SCBA 1 STORAGE = 173 SF @ 1/300 123 CLEAN UP 1 STORAGE = 99 SIF 0 1/300 124 YARD 1 STORAGE = 90 SF @ 1/300 125 1 ELECTRICAL 1 STORAGE = 144 SF @ 1/300 1 SOCIETY FOR FRMG I TOTAL OCCUPANTS 1 977 1 NUMBER OF REQ. EXITS = 2 NUMBER PROVIDED = 3 (CPMPLIES) MINUMUM EXIT WIDTH W/ FIRE SPRINKLERS REO'D. = 0.15" PER OCCUPANT = 14.5" EXIT WIDTH PROVIDED =I 80" (COMPLIES) CONDITIONAL USE PERMIT 08 . -0558 . . � . . I , . Z/'N i L /� // � Q:7-. � Z_m�_ 1_�� .1 ./I & I .---If A�� - a:_ -; t,^, 1 . \ 0 ex I � . "_:� ''I. \ , ., _,_ - zz_ __ � 11. ., � - A ,\ _,"If �J' c , �� 1`\�,, // I I -i, I 1 R-1 I � C�� ��� / - 1� j -.I r'.1, I � ,Z, �t I ;�, R-1., Z,� 11 A - . � . 1151�1�' �7 LLj L i . , __ I i ,-, ��. - - ---------- 11,- �,_�. .. 9 ; �, �/ � _:�� * _2� - ----. � - . - -1 ��. � -"// ,// ,9 __I.� "r -A --,.-,. I . . V., 1� � � : I � f�,� . ", \ " f , . 1. J� -) .. i ." , \ " � I M I ­,�, _,_,_\R-1_. . , N // IJ Jj ­! 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R-1 I I 1, P -,i - 1 " I I 0 : .1. �4 � I .L� il - i" - I , ill,;71 I I I , .., :1 , -� I ___J_J �_ __ .- � \ - t i I . 1 � , R-1 1 ! .. .1 i�l i�,;, i.- i 1--H . R4 .,, I f�� -�,x e, , , - . � I � I . " , 1"'. �11 .­ I,.,.,- I -12 .�,- , - ,',:__...1- 1­­.1.--J'.�----._ 1 i �.,,,"_�__ , (�L-.:�:z____ �" , , " "� 1� - ...... �� 1 ,'�< : - ' "I ( li, R'A ,:E...--, r�,_,! R � � I � ,�, -� 'R. . It - L-1 to 'RIn! 1 [ .-, , R I -_ i , S `X3---- [ I ___._ � _...'r, . " I --'-= �� . f R I �1,__l - / � 1 1� r__::__::7 ­_j L___j I ei -7- � . .., ( ;:=:: .1 � _: _:=�� z I i _-___� , W __ , . ', . -I f 1.1 f, /` , RAI ll .,?,-" I � i X, -i I I f L-_. - ------- I . . . I ' F.1 . i v, i = � 1 . 1 � I 1, t I � Q �L____H,__�__ J1 I 11. , �/ I­- � ! P-7 1 1 AL . . ...---..- I _..... R;1 : � 1 i H. � , . ! [ 4 : . 1, ;�-1 1 , � , . I �_� [�_­__� . I ; �_-_ -.-.,-, -, i - � R-1 ,-­ _­_______, , .. - r---_1 r.- , ... - ___� I : I ; ,R-1 j [, I i ; _-J, L �` j . � r._,�__ , i L_ R4 I ;1',__�z_:___,J1` �' i I � I --.---i ­___­ `,_.__-, I I I : ,!-- I , . .,_�:� .::_­-----�..�--- - . � I - I ­ 4-11 1.� - I ; '.., - I - -- . R111 ; ,_ , I . . - I --- � i ,r-�[._ '1_ I � . . � � ..- . ... -..111_.___,.==2, IF � ]A .1 _. . ­__ , f7___ I I I I , _.�__.,_ � , I � R-11 i ik_�. . . 1:___..____, , I � -.N J ,�,��_­­_­­, ==�` [ �., ___ - I.I__.��___=_- r I P,�I. ___ j: � . I �' i R-1, ;� R I I t , ., I I C4 1. I J i I ; . 1,1 IL-___ I � I i, � ;I ; I �� �,Lj L__,Q__� ; - ; , R -I t; I . � _._.. I i [ i � I �R-­;. I - --! C_:-_-:_--__-" - _J__D I-. ­--i,_�_­ � - I - _�- ­- - :I � ----'--\ i-77- - .. . 11 : - . . . .. I . . 1� �_�_ . x*1 . .­ 1 Rtj , 1 C�, P-1 i 1, F--lij I ----- - F A i �_ -1 _ , i � � . . . . �­i " I crlyo�-Smp, m-ol, � . � - MIT , . � CONDITIONAL lull.lgiE .'PER 11 %'170558 13 &11�_ &. � A � � . . I I -W �: = a .i - z < W 6 _2 9- �i = 0 7- a ttl .9 I,* 'QU1I,U,IV MU. -rli I . I . . �-'001%f 501A USE- PERNIff - .. . - . I QUIF,T�DAEA '4, . . - � . I �­­­­ . . � " .� . . . . , . � -11 %. ­ . 7.zz: I-- - � -1 . , ---I------ � , ,=­_�­­_ ,,,,,.��­��-'-­-_ - . . ­ . I �. _1_4,�__.­ . . . I I . -Ift^,.K I . M CLUNTA. � N VlS TA vD PA vrz. -1 - Iws,F�99 I M - I - 11P i , -1 11 I I � . . , � ,.___�,�! . . , ��,,�, - , �­ ._*`,;1�1'11 11-54 1- I .�,, _, . � " � .11 31 . I -1 - ,; �i , - _.:­-,� . , S i. �� " .. - . ,� I 1. �'. - . .; ". . , I! , ��_14 , . _;:I t � 11 11, , i I I , ..w � � I , , = I , , I �. n , _.., . 4�_ _ -1 .... . I � i I ft r %'%, r M Bb " - L %r%.3 0 T %-.# I ., 7 ­­­_­__ - � VERTICAL GRIDS -NUMBERS 4< - INTERIOR ELEVATION 1 34(:� 1 NUMBER &_ ___ HORIZONTAL GRIDS -LETTERS 2 SHEET NUMBER 5 DETAIL NUMBER (��_ DOOR NUMBER ����SHEET NUMBER �� <�_ WINDOW NUMBER I WALL SECTION NUMBER K���� SHEET NUMBER � ,�I�REVISION NUMBER - - ILDING SECTION NUMBER 3 ELEVATION NUMBER - I �A-6.q�__ SHEET NUMBER _� A-5,OA-SHEET NUMBER 1___�, *1� ROOM NAME < ROOM NAME ,LAST 2 DIGITS INDICATE ROOM NUMBER FIRST DIGIT INDICATES FLOOR NUMBER /0. q -.)I - - I , - - - , - _L,C5 �11---�,�-�--��-��-----,-----L,----�---.�- ed Ar ABBREVIATIONS I A.B. ANCHOR BOLT FDN FOUNDATION PROP PROPERTY A.C. AIR FF FINISH FLOOR PSF POUNDSPER IGNS AND CONDITIONING FG FINISH GRADE 2OF SHALL SQUARE FOOT ACST ACOUSTIC FIN FINISH PSI POUNDS PER ADJ ADJUSTABLE F FIXED GLASS MITTAL OF SQUARE INCH ADJAC ADJACENT RIGHTS� WINDOW P.T. RRM is a California Corpo I . �1 AGGR � 11,111, :_ � - I . �4vlll I , h I I_. ,­, � FIXT FIXTURE . I . . . �111 ­ '.1 , ALT ALTERNATE FLSH'G FLASHING P.V.C. POLYVINYL ALUM ALUMINUM FL FLOW LINE . CHLORIDE AMP AMPERE FLR FLOOR % APPD '_ FLUOR FLUORESCENT PL PLATE APPROX APPROXIMATE FOC FACE OF I I I I . . � , - APT APARTMENT I I . I "I ". I � CONCRETE R RISER ARCH ARCHITECT(URAL) FOF FACE OF FINISH RAD RADIUS ASPH ASPHALT FOM FACE OF RAFT RAFTER ASSN ASSOCIATION - 11 RD ROAD ASTM AMERICAN FOS FACE OF STUD RECP SOCIETY FOR FRMG FRAMING RECT RECTANGULAR TESTING FS FINISH REF REFRIGERATOR MATERIALS SURFACE REG REGISTER AVG F.S. FLOOR SINK REINF REINFORCE FT OR' FOOT/FEET REOD REQUIRED BA BATH FTG FOOTING RF ROOF BD BOARD FUR FURRED/ RM ROOM BLDG BUILDING FURRING R.S. RESAWN BLK BLOCK : RWD REDWOOD BLT -IN BUILT IN GA GAUGE BM BEAM GAL GALLON S.C. SOLID CORE BOF BOTTOM OF GALV GALVANIZE SCH SCHEDULE FRAMING G.I. GALVANIZE IRON SCRN SCREEN BOT BOTTOM GL I GLASS SDG SIDING BRFT GLLAM GLUE SECT SECTION BRG BEARING LAMINATED SEL SELECT BRKT BRACKET GND GROUND SHLFS BSMT GR GRADE SHT SHEET BTR BETTER GYP GYPSUM SHTG SHEATHING � BTU BRITISH THERMAL Sim SIMILAR UNIT HB HOSE BIBB SLDG SLIDING GLASS H.C� HOLLOW CORE DOOR CAB CABINET HDR HEADER SL SLIDING GLASS CEM CEMENT HDW HARDWARE WINDOW OFM CUBIC FEET PER HGT HEIGHT SPEC SPECIFICATION MINUTE HORIZ HORIZONTAL SQ SQUARE CHIMY CHIMNEY HP HORSEPOWER SS STAINLESS STEEL C.I. CASTIRON HR HOUR ST STREET CLG CEILING HW HOT WATER STD STANDARD CLKG CAULKING STO I CLO CLOSET I.D. INSIDE DIAMETER STIFF STIFFNEIR CLR CLEAR IN OR" INCH STL STEEL CMU CONCRETE INFO INFORMATION STRUCT STRUCTURAL MASONRY UNITS INSUL INSULATION/ STWY STAIRWAY CO CLEAN OUT INSULATE SUB SUBSTITUTE COL COLUMN INT INTERIOR SUP SUPPLY CONC CONCRETE SUR . CONST JST JOIST SW SWITCH CONT CONTINUE/ JT JOINT SYM SYMMETRICAL KIT KITCHEN SYS SYSTEM C.T. COOKTOP . KW KILOWATT SIS SURFACE ONE CTR COUNTER SIDE CU CUBIC LAM LAMINATE S2S SURFACE TWO CL CENTER LINE LAV LAVATORY SIDES LBOR# POUND S4S SURFACE FOUR DBIL DOUBLE LIN LINEAL SIDES DBLHG DOUBLE HUNG L.L. LIVE LOAD WINDOW LIVING LIVING ROOM TC TOP OF CURB DEPT LT LIGHT TEL TELEPHONE DTL DETAIL L/T LAUNDRY TRAY TEMP D.F. DOUGLAS FIR . T&G TONGUEAND D.F.C.R. DOUG. FIR -1- MAS GROOVE COASTAL REGION MATIL MATERIAL THK THICK D.F.P,A. DOUG. FIR MAX MAXIMUM THRU PLYWOOD ASSN. Mc MEDICINE TP TOP OF PAVING DIAG DIAGONAL CABINET TIS TUB WITH DIAM DIAMETER MECH MECHANICAL SHOWER DIM DIMENSION MEZZ MEZZANINE TW TOP OF WALL D,L. DEAD LOAD MIN MINIMUM TYP TYPICAL DN DOWN MISC MISCELLANEOUS DR DOOR ULT ULTIMATE DINING DINING ROOM NAT--- - - - NATURAL UNFIN UNFINISHED DRWG DRAWING NG NATURAL GRADE UR URINAL DS DOWNSPOUT NIC NOT IN CONTRACT UTL UTILITIES D.W. DISHWASHER NO NUMBER I NTS NOT TO SCALE VERT VERTICAL EA EACH VG VERTICAL GRAIN EL ELEVATION OA OVERALL VOL VOLUME (GRADE OR O.C. ON CENTER VOLT VOLTAGE I HEIGHT) O.D. OUTSIDE ELEC ELECTRICAL DIAMETER W/ WITH ELEV ELEVATION OFF OFFICE WC WATER CLOSET ENCL OPNG OPENING WD WOOD ENGR ENGINEER ORIG ORIGINAL W.H. WATER HEATER EQ EQUAL Oz OUNCE W/o WITHOUT EQUIP EQUIPMENT W.P. WATERPROOF E.W.W.M. ELECTRIC PART PARTITION WELDED WIRE PCF OT POUNDS PER W.S. WEATHERSTRIP MESH CUBIC FOOT WT WEIGHT EXCAV EXCAVATION PERP PERPENDICULAR E EXISTING PLAS x BY EXT EXTERIOR PLMBG PLUMBING PLYWD PLYWOOD YD YARD F.A.U. FORCED AIR UNIT PNL PANEL F.D. FLOOR DRAIN PR PAIR -, 1, -1 .... . I � i I ft r %'%, r M Bb " - L %r%.3 0 T %-.# I ., 7 ­­­_­__ - � VERTICAL GRIDS -NUMBERS 4< - INTERIOR ELEVATION 1 34(:� 1 NUMBER &_ ___ HORIZONTAL GRIDS -LETTERS 2 SHEET NUMBER 5 DETAIL NUMBER (��_ DOOR NUMBER ����SHEET NUMBER �� <�_ WINDOW NUMBER I WALL SECTION NUMBER K���� SHEET NUMBER � ,�I�REVISION NUMBER - - ILDING SECTION NUMBER 3 ELEVATION NUMBER - I �A-6.q�__ SHEET NUMBER _� A-5,OA-SHEET NUMBER 1___�, *1� ROOM NAME < ROOM NAME ,LAST 2 DIGITS INDICATE ROOM NUMBER FIRST DIGIT INDICATES FLOOR NUMBER /0. q -.)I - - I , - - - , - _L,C5 �11---�,�-�--��-��-----,-----L,----�---.�- ed Ar . k e IV Ix 1 I 1. I -30919 I . 1 07/31109 . ­ , � � _ -1 9��ei RENEWAL I of C,a�,% I . I.. ­ THE MCL.UDIRD DRAWINGS, SPECIFICATIONS, IDEAS, DE IGNS AND ED THEREBY ARE AND SH,l .L REMAN THE PFitOPERTY OF RRM DESIGN GROUP XN'D NO PART THEf 2OF SHALL BE 00FIE0, DISCLOSED TO OTHERS OR USED IN CONNEI NON WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJFCT FOR WHICH THEY HAVE BEEN PREPARED AND DEVaLOPE 1 INITHOUT THE WRrrrEN CO' NSENT OF RRM DESIGN GROUP. VISUAL CO TACTIPATH THESE DRAWNGS OR SPECIFICATIONS SHALL CONSTITUTE C )NCLUSIVE EVIDIENCE OF ACCIEPTANCE OF THF,SE RE87RICTIONS, SU MITTAL OF THESE DOCUMIENTS FOR PUB410 AGENCY REVIEW ALL NOT BE CONSIDERED A WAIVER OF RRM IDESIGN GROU RIGHTS� , RRM DESIGN GROUP COPYRIGH 2008 RRM is a California Corpo I . �1 tion . . � .. .. , ,��--�.�,,�, � �- , ,.-.; . : s�. - ,�, �� - - - : : .__� ,,, . : .. 1, ,: , � 4.1 _.. _� . : 1. . . . . I I � 11, ". � I'. , I 11, &­-.""-�'�­ �11�:-, '�. I 1. I I . ;, .: I - : : I I , ­ - : ­ � ... �_-�- .. .. _31 , , ��11 �11% :�­_., 0. I . , ­,.­'�...:�,�� ­ , � � _ -1 I I., -1 1. , g.�_,�,,��,., "., - I .­- ... � , _._ .. . : .. �­.;� I . I.. ­ . , ,..." , ,�_ �'. ., � " . ''. . I . _­­, , . � - . . .. . . 1:14. . . � - X, . ...'.. _._1 .. - � , ., '. :�.*. , A, I I �, - ,� �_ _. . " � � 4 , �_ " " �.,� ,_:�;:;-'_.,�;_ 1,1`11,111,1�., 11 . ,, __ I - I , , - � . -1 "I'll ..... - I , 1`� Nl­_., � " . = . I �; I ­: .. � ... ;. ,....: . ",-1-11-1. . I . I �­ � 11,111, :_ � - I . �4vlll I , h I I_. ,­, � L ... � i , . I . . . �111 ­ '.1 , I. 5 5 ..." . 0 � 4 � , I _ I - - ... � I 1. c .� - I I I . . ,-1 . I - -1 I 11. .. � . ,,, I ... � 11-1.11, .1 "I , 11 ... ­ : I � . _1 I .- . . � .. � . , I - - , � , 1�� � 1-11 " ."... " 11 '_ I 11 -1 " �� � �� � - -11 11 - I . - , �� r . - , I I I I . . � , - i II.. I . I ', ­,, " - �� P �. - I I . I "I ". I � . . - 2L".-, i �4%.. 5, � i ,, i , , , %0-1�" I � - I iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii[,� , - 0 'A'777", 11 I . �111­1, - 11 � so I NO. I REVISION I I DATE I SEAT COVER SANITARY TOWEL ELECTRI DISPENSER NAPKIN DISPENSER DRYER DISPENSER X=54n MINIMUM WHEN WATER CLOSETS ARE NOT IN STALLS (SUCH AS IN SINGLE ACCOMMODATION ROOMS OR OPEN TOILETING SITUATIONS) TOILET PAPER 10 if X HOLDER W/O STOPS 12" MAX. 42" MIN. 36" MIN. 10 6" MAX. 36" MAX. I f/ I I W %� It age 31 of1 B121 MIN .., ... _ .. 10,50 t •it o fes— -� aci"es, .�loi.rritaiit "t� s.arllarris I � 'i 2 2 Gr tr s .1i�la' • S ar rlv " Cz z t l i -L1 I . .. �" r li 12 MAX. LaJ til . - � ... <" .:.:.>. '' :-•':���tif�d V`,tlFcll�e 5 4Il�aist'.:: ; t�i7 .J "I g S9 T. t Itis recommended �.decl'that.a. Lal! ate .SSSi(}p for :• ,. ' :.: ; -.. .......:.. . :....•; . , .. - ... . � �� all ecnstrti+~tioii ersonitel lt...00nductetl ' • a r--24 t I M ... 1'+ a biologist,. _ria to initial f .. . rivaLietl bi , o roLdrlcf."isturL�ance . relative .............. . ' > :'� v it all �,ravtroi�rn�ntal �e�etal; stat!; I� T'' L tAT�:L1�1 a .. • _. .. .. ..; ..... ; • .:. <: ".::.. ,.: ' and local l�;w.. .It ' �. is recotaaariend D,O+� .'A�11 Ail' -: otlserso iaX Szd15ie species I`l' .i) l Ali,: -_ e that a •._::." .. .".:: :..:.,, •. .. .- _ .. idcrataki�.atit�ia . ���E �E FRONT � >�Ot2� "13C i Tli'iC t, trained �1�Sii'�Ii.l1 avoidance t, chnirlaies.and be iiistrLiCted to lie ilii the lcac�lotat for sensitive adati a�oidaa�i 1€> I 1 ff �". NATE . s sa�it ct�ii Lia earth distu band hase o' s ccnstt uctic�n, Aiati e� aclerxce RATING MECHANISM CONTROLS SHALL .. ,.a�.Ciz as .deia.s.. car 1. WATER CLOSET FLUSH VALVE CONTROLS AND FAUCET AND OPE , t; � burrows, � �r W FORWARD OR PARALLEL OQ 0 GROUNDS TO ALLO 0 MIN. CLEAR R PACE RE UIRED ,r . ,observed , A. 3x9'8 FL R 7n A� t�3 [3" . `4 nc durirl� construction, t i(li'l 5h�ltl tie " . .� roin ' NG OF THE :.: � , ,_ T. ;� tl r... ort evi � •" G GRASPING PINCHING OR TW1STi l'R :51., .TOR+: , : ; :l? ed i o il�.e r cin BE OPERABLE WITH ONE HAND, SHALL NOT REQUIRE Tl HT , at7enei3 for "res 1 APPROACH TO ACCESSORIES M resolution. : Ha.zs :.:. ::.. WRIST AND SHALL BE MOUNTED NO MORE THAN 94 ABOVE THE FLOOR. TED 40" MAX CONTROLS, AND FAUCET B ALL OPERABLE PARS A ACCESSORIES SORIES T4 2 THE FORCE REQUIRED TO ACTIVATE WATER CLOSET AND URINAL FLUSH VALVE t It is recolnrrlendcd that all i es. RATE ONE HAND AND NOT REQUIRE TIGHT Cin ilG.lu alst.U7 Datil l',ueLt asld t P , Lsidurts, or.s:ieTiilar"siructures �� ith a tli:iaaeter of tour G. CONTROLS AND OPERATING MECHANISMS MUST OPE WITH5 LBF. ELECTRONIC OR AUTOMATIC . ssaclatl~s gond''; - d a re-uclrlstru6tioil clearance. urv.e: AND OPERATING MECHANISM CONTROLS, SHALL BE NO GREATER THAN vat ilac e� :: :. h or renter shall be ke t ca . eci to '. _ pp prevent ent entry of !sit _ox. All structures ia6t capp "etl or PING, PINCHING OR TWISTING OF WRIST the: e nest• cifAld :. -;I aixl Duffy; � : ap�re�iixiatcl .tori and �i ae:.hai � ' I : ' i' � Pp GRASPING, FLUSHING CONTROLS ARE ACCEPTABLE AND PREFERABLE. y �. 4 �i1,�.�cres.locat�d.�. the W�::�:: ` . ..::.- � '�-� otherwise . .. ...... " -..:-:...:.. .... ...: ,� •.. ;; ... -, . " .';.:"z :. • w �c. covcrctl, shall be inspected _Ticar t n :.: soutli.west co ... ,' T : o burial or clsiat r t� eztsir no kit fax ar►ther p 1R D MAXIMUM 5 POUND FORCE TO OPERATE CONTROLS !S USED WHICH OBSTRUCTS PLACEMENT AT 33 THE GRAB xn r. tax .NiOuntaift V Ista.i'r1vc and Iarras Rci €ct_:l�_ ' '' a dart - til ° til ilt� est`.. , r A 3. WHERE TAIL TYPE TOILET , ... a .ter rotccted s ecies become •" " t. a llti cl ). d. H RANGE 48 MAX. ABOVE FLOOR n " O'Sect` a I1 LOCATE HOOKS AND SHELVING WITHIN APPROPRIATE REAL 1 E. ATE COAT H ,35, I .7E�i'&It�1,''keise.ld' 'Catifcalti.i:a... r. ii the Mete ' .. i.. • ::. ;:.. `.=.: ` {>lgue 7, Tic .sate as.eiaticl~ly:. „ BAR MAY BE AS HIGH AS 3fi MAINTAINING 1 1/2 CLEAR TO TANK. c�po�iiriaicciswId TlaotiaL .Cc�nsei.vatl_ RECOMMENDED o Pan ICP cl ar`�. Slii " " ff h .�. all mountedWC dw t• c lilt etails w — sIb tails Ac es D F • a e n ur tail Llbr D .dw L.F N: Arch teci a De 9 �..:. " " .: ;::, ? :. �t i5 o CCBSSOrieS 05 10-01 \ its stro ma t� Arch" " ra tails Accessi '1't to re \ Y r .: iiti(3ri of the iiiatiaQrS tit t 01.17.03 MRB Itecture Detail Lab De bl I De \ 9 \ rY\ — `aaa .I r� ' �" .. •� '' � ." p t` no' Si i�lificant'direct a " ec .'. \ �Y\ \ Y . ash . t h�biTat. car ..IIIc ldt ntal.,ta%c''.c ' x irldii i Ian a>Wts t.ari sensitive l a s€itsitiv "sjdies c}er''an: !? ":' :. 1 Y �. . S w.C1'$ ill Tile ViCaiai i zsrre cirFr c c.ar u ..• p^ s erected tO Occur as"ar~ " :.=.rio�i.o�_l ::,',,. .. 7,.. i stilficftlicdev 10'rueit fthis- n� v. , Gur2beltct r�ci,..blufif�.iosed leo aid li ...; e - p project if.ncarlial t? . :. zap ci, or �S�f e�, nrn?,W J li,ctu5,. Buena �l.rsta':: ti m �alfe<. N.T.S. . . siire�r is. cOv.er� d uitd� t.pOFoiis7.l�.estal>sHed'�nitivati ;. lzes are adLa, red to and the recoarimeaidatloits _ ruseufix ti Iii th'z"s re ort.arc Win, to accoiclaitcc w�II the Cliv.of ., .. ina4lcanc te�h�ii� �,�, E CCSSO SES NTS N T B 'akersf'tel : pan ci�ra :. p rlacnted, orrtp(c to cL t r Otes axrr znairztained Tri :oux Office. f cis [lave -any further t o ca nd ih�: � .. � questions or io, d, e ftarther s �� : :" ..•.::....::.:.. y p iStatl , i . �e co t,i , Ii'icc . : ' :.' i3 a LYS i'il1 aS� Cs"; ., - LAVATORY lJ., :a St3.rL . VyciS Gl?il{iii' C e b ii ' „ . alific dL...` . Vii. bioTcaglsts altc�:.uiiiitzi':fi . UID SOAP - e. deiin„s.esta%iis:It�d..b Thee ':; �:::,;':::.::'.� ; • .: LIQ ":. ' - .. ,. _' . - :.. a:)r►iteti St�.tes .T"l��i "`arid' :� ... ' •.:- . " . . . Serv,tec_ :ST aai�' the'C'r li,for iia.l�e ::' "'' ";' :.:' ?.:.• ::: . partm ill.t I 'FL h'a'nd' nd Res cctlLill. w. }, DISPENSER CLEAR KNEE 'v...:...,:.. . T enTare site ��as:i a ked-,6i� rails .::::.. ': was:al `O cAr' .f �ll�, ins c t ii in c . ` ,; - . in a" cell .l Ot).:f�iot intea','als:: ':.l;le..ir$ret <. ACE t. ' '.p y , cI .p ltd, iii Vii. Line #ralasec ts...>. cozy let ti. g. ,.. ht , . ;�' 3 aadc..'of e:�r€�jl�ct Si2:�' p.. l,hot.0 air re o_d as ; . s Sttven P. Nuett i dl" '_ l int, Biologist ae s s i:�llo 1st 0 o_ed ut i .l L s l� . _.p' ..:. - ed. Iii sf?LIl .. . h�ucst 13.a'ie .l?.. J .. • .: , . • .... ..r�13e1'd %i�i.an• ar.,a hist3ri . ,. ,�?.:::�-. $ t'Lu IIS ".. .. ... .. .....:. ,.. .- Lrica.�ltiii.'�'.'::.'�iri:3'i3'i3Y,:::i"3'4d`�"Lh i�:t%E'Y!'C'�34r^i'ii'tn�� :�'n,�yv,�..au.,:,.,1 ,,.. .1 __..'.�___i.�t •.3 �--"--�:: .. -.. ._. _ .. .. ilr_+� / �`'J� i� T 2e of 1,G' -n+ aures, -NIountain Vistw'Harris. {)8 August 2007 2r-2 Because no u id star eiL dative' l aliitat' z9ts, or, Tile site, d.e�eT€�pnieiit. of this"prc�jec t will result. in the;less" o: any .Luidisturb d .na. i--ve. h:aiiitat.. 2.a t ect se• no. z-5parian. or "wetlands habitat e -.fists -�v"ith'the proposed prci ec[ :l,caLandaries, de=r0gp'na.eiit (if this prpj,!nol: ct witI result ha the loss of any 0par.,Ian. or we-tlands.hk tat, :2:4 Because: at leapt p :. sonsitivc anifmal species 'sd. iiy state "and lor'tfederal reguiatory :agencies was identified as existi g:w tli;n the proposed prgJect I3Mlndanes:, indirect and. direct Bialpae€s Jhthe-f6tni cf less ciI' foraging; hAbitat'assoeiated with an endangered, threatened', sens:it€ve':,. Or Otherwise prob�mtc:d.aoii- nal -shot ;its: may .Occur as.4 result €af the development of thi's prpj��t€ ?.S`eausc.selisiti:ve'animal species.(i.sted bf. State anclF'oy tederai: e� ` +� i giflatory agei7ci'es' are. ksli vii:t oc ii#:: iti.i:izo.izrbrriediate vicinity af`tho project;:°direst tripaets in the "lorin of "incidental talto" ata; °eta is g red, fhreatened,'se s'it'ive,".cir` otherwise: protected animal speoie:s, " ay occur, as a .result of tl"!e cle=,;elopmerif �,f Thi°s.l�ro�ect. 2.6' 13tcWsc Liv w itlli'f .e«r3idcirs. r:ritrse�y sites ye , id ntif"led on. the Projectsate,.nc� iroc" cr isdirwt iiiits'to "i.ldlifeci> l dors car �1'aId(if nursery :sites arcpeczed to; ocer:as :a ,result € f'f ie,develaparent o-Fthis p'resjcct. 3 8-ecause no barge. treks: si titalile :Etit'.r.a��tor nesting exist: ora the projcct. site, deAreir piaient of th ,s,site -will mt result in direct, ii:ipacts;'Cu r%€ptc r ale. ii i�* sites. .3..: REC0.M ATF y.. r+ails A11—TU0A, 1()i` .i` IE, A-fSuarcS hfi;itig'aiOn izaeasctres:aa l.seci u:rl it, is.i3npossiE3.le'I:feasiU'te t0 a Did. adlrsc zxnp;it tc.tiae biological resources_. Mit' ,=tion lxleasurtz .should reduce, offset, or -,otnper�sate lot •adverse irripacts•. The a:atlior�s. b,4aeve that -diL f`i,llowin aa -measures vvidt avoid, or reducc: to. less Ihaaa si.gna" icant, adverse, impact to The biolo:gic al,r,~sc�urc�s ftittn�l on the project site,. These recommendations are, not hinditig, but represent,the hest' biological judgrrica of the °authrirs. The final decisi€�rss via auci dance and mitigatir:in Mea:sures'rest with the perrnitrincr and reviewing. ageiicies: City ofBakersfield,, K.ern..County; C~alifornia: Depal-tnizarc of Fish: aad GaPi e... and the. 1'49 -Fish aiid W i141'!fe Service 3:..1 Because the site is eAtiTelY Witht i etrop 1.itan B41wrsf'ield:E. 4bitat Coasecvatiof Plain (iv B1 -10l boundaries; any loss: of-habitatr, or tics" elatal :ialcc" o f'a sen.sative :species). ether than Atl;ene ci. nicularia, burrowing'€ w.1; .Gamb�lica,s ilc;blunt-ltcised "leopard liizard, (BNI.,l_.); or Sor ex• invr ttFttc lnomcx w Euezia crista Lake -shrew, woti:ld be covered under previously established. it:gati.4n..:It.is therefore recom- mended,hat tiie appisca"rit comply with ali:xequircluents of the l Bac1p, 3.2 Tt i:s re oibmended tak>atthe exclusion area established around the "idel1 i'ed bLirrm� s be mii''at4:n. e1. Itis recomml ahtled dd that.huteoWs b.o.iiltitri-tored-Lbr'activity .until stich.tiine that theymay, be enc gated and backfilled in accoi ciai c tuitl-� the recc risme dations o Fthe N4BHC1 anti: all gu1i6elincs,, protogols, and other provisions of t7ie C.DF Cl;. The L:'St'wS; the Mi:grat pry Bird' Treaty .A.et;..tnda gcrcd Species' Act, aatd.Cali fornia Endangered Species Act. NOTES: -REGARDLESS OF STALL CONFIGURATION, A 48" LONG MINIMUM CLEARANCE FLOOR SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET. -INTERIOR DIMENSIONS OF SINGLE ACCOMMODATION TOILET ROOMS SHALL INCLUDE A CLEAR FLOOR SPACE OF AT LEAST 60" IN DIAMETER OR A T -SHAPED CLEAR SPACE. NO DOOR MAY ENCROACH INTO THIS REQUIRED CLEAR SPACE BY MORE THAN 12". -SIDE GRAB BARS IN SINGLE ACCOMMODATION TOILET ROOMS MUST BE INSTALLED SUCH THAT THE FRONT END OF THE BAR IS LOCATED A MINIMUM OF 54" FROM THE BACK WALL. 18" MIN. CLR. 18" 28" MIN. CLR. F1REFER TO T FOR ACCESSORIES TO EDGE OF - WATER CLOSETri 2 .- REFER TO FOR LAVATORY CLRREFER TO _ FOR TOILETS 01.17.03 LF \Details\Accessibility\singleoccomrestroom.dwg SINGLE ACCOMMODATIONES N.T•S. 123 WALL FRAMING - REFER TO FLOOR PLANS FOR WALL TYPES WALL FINISH - REFER TO FINISH SCHEDULE CONCEALED FASTENERS 1-1/4' TO 1-1/2" NOMINAL DIA. BLOCKING IN WALL FRAMING ANGLE NOTES: EDGES ARE TO BE SMOOTH W/ A MINIMUM RADIUS OF 1/8". 01.17.03 MRB N:\Architecture Detail Library\Details\Accessibility Details\GiABAR.dwg FRONT 7. i • �. Y + 1111. , li CLEAR SPACE C0 6" MAX. TOE 8" MIN, KNEE CLR. MIN. SIDE 10 1/2"112 *EQUIPMENT PREMITTED IN SHADED AREA oat menta treua. ACCESSIBLE R 1/2 ACCESSIBLE--� 01.17.03 LF 4DARD HEIGHT NTAIN 4101 017 41 "HII-11_0" FOUNTAIN DESIGN is\Architecture Detail Library\Detoils\Accessibility Details\drinkingfountaln.dwg Arch +A eyed LEE u 0 e� < - 0929 i RENEWAL of Cal ,% E', THE INCLUDED DRAWINGS, SPECIFICATIONS. IDEAS: ESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND ALLREMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART REOF SHALL BE COPIED. DISCLOSED TO OTHERS OR USED IN CONI, ECTION WITH ANY WORK OR PROJECT OTHER THAN THE $PECfl C PROJECT c F^4 N NTACT WITH M V///d N EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. JBIVITTAL OF 1%. J % S RIGHTS. 8" MIN, KNEE CLR. MIN. SIDE 10 1/2"112 *EQUIPMENT PREMITTED IN SHADED AREA oat menta treua. ACCESSIBLE R 1/2 ACCESSIBLE--� 01.17.03 LF 4DARD HEIGHT NTAIN 4101 017 41 "HII-11_0" FOUNTAIN DESIGN is\Architecture Detail Library\Detoils\Accessibility Details\drinkingfountaln.dwg Arch +A eyed LEE u 0 e� < - 0929 i RENEWAL of Cal ,% E', THE INCLUDED DRAWINGS, SPECIFICATIONS. IDEAS: ESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND ALLREMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART REOF SHALL BE COPIED. DISCLOSED TO OTHERS OR USED IN CONI, ECTION WITH ANY WORK OR PROJECT OTHER THAN THE $PECfl C PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELO ED WITHOUT THE WR.TMN CONSENT OF RRM DESIGN GROUP. VISUAL NTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTffUT CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. JBIVITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIE SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GRD S RIGHTS. RRM DESIGN GROUP COPYRIG 4T 2008 RRM is a California Corporation o +A 0 e� < i r CL S[ CS1 O - WO ECLO L i u ICALIM o s CO CD a �- '— Ln cc Cc ..� > I t. s co Cn M:_ L v�T C E('3 •a CL) +J L., DO V i r r 0 z z _0 H Cil UJ U_ Lit Li_ W m I NO.I REVISION 1 DATE I i TET DISPLAY CONDITIONS 07.17.03 MRS N:\Architecture Detail Library\Details\Accessibility Details\IntiAOASymb.dwg INTERNA70NAL SYMBOL F ACCESSIBILITY N.T.S. 15 2 F—RAISED 1/32" LETTERING WOMEN MEN UNISEX DOOR MOUNTED SIGNAGE (TYP.) NOTE: PICTOGRAMS AND/OR LETTERING ARE NOT REQUIRED ON DOOR—MOUNTED SIGNAGE. DOOR -N WALL MOUNTED SIGNAGE TO BE LOCATED SIGNAGE ON LATCH SIDE OF DOOR CLEAR OF DOOR -SWING. MOUNT AT 60" TO CENTERLINE OF SIGN FROM FLOOR, UPPERCASE Eti CHARACTERS HEIGHT OF LETTERING RAISED I; LETTERING 1/32" 5/8" MIN. TO 2" MAX. MEN 3/8" MIN., CORRESPONDING CONTRACTED 1/2" MAX. GRADE II BRAILLE 01.17.03 LF N:\Architecture Detail Library\Details\Accessibility Details\restroomiDsymbols.dwg FRESTROOM IDENTIFIC00N SYMBOLS N.T.S. PERMANENT SIGNAGE TO BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. MOUNTING LOCATION MUST ALLOW 1/4" MAX. A PERSON TO APPROACH WITHOUT = VERTICAL ENCOUNTERING PROTRUDING / OBJECTS OR STANDING WITHIN THE SWING PATH OF THE DOOR. 1 1/2" MAX. BEVELED AT 1:2 GRADIENT MAXIMUM VERTICAL ALLOWANCES FCROSS SLOPE s it r i ■ 2% MAX. SECTION A -A , CROSS SLOPE i3 I 5% MAX. SECTION B -B RUNNING SLOPE B Im- 24" MIN. CLR. AT EXTERIOR DOORS 18" MIN. CLR. AT INTERIOR DOORS III { PULL SIDE L 36" MIN _CLR. __l PUSH SIDE J 54° MIN. CLR. go PULL SIDE /—INDICATES CLEARANCE AT DOORS a I I. 24" MIN. PUSH SIDE 02--04-02 M.S. N:\Architecture Detail Librar DOOR LANDING CLEARANCE 60" CLR. (A) 60 INCHES DIAMETER SPACE 02-04-02 M.S. N:\Architecture Detail Library\D WHEELCHAIR RIG SPACE *NOTE: 48" MINIMUM IF DOOR HAS A CLOSER s\Accessibility Details\Handrail.dwg 1/2" 133 12" 36" MIN. CLR. 12" Le CLR. CLR.` AK (B) T—SHAPED SPACE FOR 180 DEGREE TURNS 1/2°X34 2 2% SLOPE EXTERIOR FINISH FLOOR COMPRESSED ELEVATION CARPET " MAX. THRESHOLD BELOW THRESHOLD INTERIOR MAT CARPETING MUST CONSIST OF- - LEVEL LOOP — TEXTURED LOOP — LEVEL CUT PILE, OR — LEVEL CUT/UNCUT PILE 1/2" MAX. PILE THICKNESS IF PILE HEIGHT EXCEEDS 1/4", THEN EDGES MUST HAVE BEVELED TRIM FIRM PAD ®1 EXPOSED EDGE DOOR MAT MUST BE SECURELY TRANSITION TRIM ANCHORED OR y RECESSED INTO �--'' DOOR LANDING 01.17.03 L.F N:\Architecture Detail Library\Details\Accessibility Details\thresholdsotdoorways.dwg ST BE SET SO SECONDS TO ULU:k tKUM AN urtN ruz I mi OF 7D DEGREES TO WITHIN 3" OF LATCH KICK PLATE DOOR CLOSURES Gearu �„rra.v pJ] fro]&M-BaMp.Fy.fR-4t�Pb4 prnnxfan Gm Don SA..r¢llf0]5r.-t f. wed4.19ArY II.. n¢a.v ACCEMBLE DOOR E UIRE E S 1" 30" `'-- MIN. CLR. 01.17.03 LF N:\Architecture Detail TABLE OR COUNTER HEIGHTS 28" MIN. TO 34" MAX. 19 °MIN. CLR. INTERNATIONAL SYMBOL OF ACCESSIBILITY 01.17.03 LF N:\Architecture Detail Library\retails\Accessibility Details\bIdgentroncesignoge.dwg ACCESSIBLE BUILDING ENTRANCE SIGNAGE I N.T.S. 111 17" UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES MAY BE TOWED AWAY j AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT: SEE NOTE BELOW OR BY TELEPHONING: SEE NOTE BELOW CONTRACTOR SMALL OBTAIN THE FOLLOWING INFORMATION FROM THE LOCAL POLICE DEPARTMENT, AND INCORPORATE INTO SIGN TEXT: 1. WHERE TOWED VEHICLES MAY BE RECLAIMED 2. TELEPHONE NO. TO CALL IF VEHICLE IS IMPOUNDED. Od] 1f4]51i-SeM-FS-rMud-.xk IrchM.erwa CPi oma `.}+caro rsaT9f-t r.. AccauJih owfM:v6 PARKING LOT ENTRY SIGNAGE 1 1/2-112 1/2 RADIUS J.' 0 0 BLUE WHITE REI=LECTORIZED SIGN CONSTRUCTED OF PROCELAIN STEEL RESERVED RESERVED W/ BEADED TEXT PARKING PARKING OR EQUAL 0 0 VAN A736"MIN 80" MIN. TO NOTE: SIGN TO BE CENTERED AT FREE STANDING THE INTERIOR END OF FOR PARKING SPACE. WALL MOUNTED AREA OF SIGN TO BE A MIN. OF 70 SQ. INCHES. TO OP OF WALKING SURFACE DESIGNATE FOR "VAN ACCESSIBLE" WHERE APPROPRIATE. 01.17.03 LF N:\Architecture Detail Library\Details\Accessibility Details\parkingspccesignage.dwg PARKINGSPACE SIG N.T.s. WHEEL STOP PER PLAN PEDESTRIAN ROUTE 70 SQ. INCH ACCESSIBILITY SIGN PER r-13 STRIPES AT 36" ON CENTER 1 36" (52 T-1.4 TYP. �, 9'-0" MIN.,, 5'-0" MIN. AT TYP. ACCESSIBLE PARKING STALL 8'-0" MIN. AT VAN 1. WITHIN THE ACCESSIBLE PARKING STALL PAINT THE ACCESSIBLE PARKING STALL WORDS "NO PARKING" IN 12" HIGH LETTERS MIN. 2. SURFACE SLOPE TO BE 27o MAX IN ANY DIRECTION 01.17.03 MRS N:\Architecture Detail Library\Details\Accessibility Details\accessparking.dwg %d Arc� of ca �� �jo/ eJ' O Z z _O I— VJ W DC u_ J Lu 1 co w co I NO.1 REVISION II DATE I E r PROJECT NAME 1 Bakersfield Fire Station #14 DATE6118/2008 Surface :Insialatlon Type Area 1 U_ -*ac. 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L...__ �_ f t Ci mftnTaequala wsy,u�auvmcaaunn9consttussaanarwinvrry ti'Jt -~ - r>EJ ager'svlfxfsaRarcanamrct€on # TrDeAct' Gond. Location/ -�- Area U -Fac. SHGC AZM.1 fit. Glazing TvgRComments � 14 Window R' ht N _ 15 0.290 NFRC 0.45 NFRC 01 New 1JOYMttl Tinted I FC -109 -� 15 iWlndow Front (E) _ 6 0.290 NFRC 0,45 iNFRCI 90; Sew 17bili Eiliirrtesi L r -E FC -109w € 161 ,!ndow Rlght (N} 2 0.290 NFRC 0.45 NFRC 01 New DblAMti Tinted _i '- -- FC -109 17 Window Rlcfht (N) 4 0.290 NFRC 0,46 NFRC 0; New €, Edbwtl Tinted LawE ; FC -109 18 window Ri ht N - 15 0290 NFRC 0.45 NFRC QI New i3bl= Tinted Lowr-E: FC -109 19 Window Rear 15 0.290 #NFRC 0.45 NFRC 270 New ObVM#t Tinted Low -E FC -11s 20 Window Rear 31 0.290 NFRC 0.45 NFRC 270 New Dbt/MO Tinted i_orry--E FC -116 _ - 21 Window R( lit 42 0.290 NFRC 445 NFRC I 0 New Dbl/MI Tinted Laver -E FC -116 22 Window Rt ht Nd 42 0,290 NFRC 445 NFRC O New DbYMtl Tinted Low -E QFC»9?6 23 Window Right N) 301 0,2901 NFRC 0.45 INFRC 0 New DbVW Tinted Law £ FC -116 24 Window Front 1121 0.29o1NFRC 0.45 NFRC 9Q New DbliMtll 2 Window Rear _ Tinted LOW -E prat. us Ba 21 0.2901 NFRC 0.451NFRC 270 Nor DbitiEAti Tinted Lori E A ar�tus Ba � �4�i.i,teCtOrS�p9:t3_B-A_DBfauftTabiafrotttSiandards.TsbtaNf.7�,+£ai,s+�•flhtot,,.,.,at,eanaaun..,,.•,n .-...._.._ _.-._......_ „s+ -a vo,cwc , euro roam-,wncams, t.;uu Canfe: of {Tess- NCRf : i aMiart tta7„o - - - EXTERIt HAI G Act. I "tilt Grand: JointAppendix -" Carr, Cont. Azm. 1 Exterior Shade Type SKGC[ Window Hat. d. .2 U 5.2 3.0 1.7 3.3 1 i Len. 3.0 i 3.0 overhang H 0.? 0.1 LExt lkEx€. 3,0 3.0 I Let Fin RiSL Fin � Len��91�. I.e�t. 3A 3,0 € ! 14 None - 0.75 15 None - 0.76 - i 16 None_ 0.76 ` 7.0 3.0 6.0 0.1 6.0 6.0 17 18 None None- Y 0.76 i 1.3 3.0 6.o 0,1 6.0 l 6.0 # '-- • 19 I None _ �_ 0.76 0.76 8.3 1,8 5.2 34 6.0 3.0 0,1 0.1 6.0 3.0 6.0 3.0 20 21 None_ 1 None '- 0.76 5.2 6.0 3.0 0.1 3.0 3.0 1 22 Kane ; 0.76 0.78 7.0 6.0 7.0 &0 2,5 12.0 3A 3.O 3.0 0.1 0.1 0.9 3.0 3,0 3.0 3.0 3,0 T 3.0 I _ 23 None �10.76 24 1 None - 51 Well 6 11.690 None R-0.0 = 52 Door 180 10.76. New 12-A?0 IJantsu I /Clean -u 2 0-700 None R-0.0 53 Walt 94 - - - 25 1 None 076 ?Jan/Su ! fCtean-u X3.690 None R-0.0 270 90 i MINIMUM Si4:LIGHT ARF.- FOR LARGE I Jae/Supp! fp y Clean-up I SPACES IN 0.036 I17 -ENCLOSED The Wo"aadbulydlrillisrncrrmutezone923hmugh15andaontalnsanemloaedspaeewlit33aooraeasgreaterthan2&,OGRRZ=ace Ingl>$igbirrreaterthandsfeet.andnnc.ant_.'_ 1 ilabline of at rRiit an P;wmi-9 Goo Q.14t rE.fOl-F fiN tw __ t_ ., -_ _ _--agwol d211 101710, 9ffl&W&12:34 4.4 by EnewSofE User Number 1224 Job Number 07-163 TROJ OT NAME Bakersfield of 26 ® r Te6/18/2008 Sltrface Insulatlmn Type Area U4 -"ac. Act. I "tilt Grand: JointAppendix -" Carr, Cont. Azm. ( Inst. sr , • ."''li ` tk i:F3": ::#ic: '' ' LPD !w/af}1 "-: l�t�:" .• � a fd g `(�(1 `; ' Status I1if Reference Location /Comments menta 41 VVli 3 f.}.074. R 19 l -0. 1 42 Roof 95-... 0 i 90 # N w 09 -AS FO -116 0.036 R-30 R-O.OI 43 Roof 319 0.036 0 i 22 New 02-A9 Comm gqui meet Room _ R-30 EL -_0,O 44 Walt 36 0.570 Norse R-0.0 0 90 0 90 Newt New 02-A9 12-A4 A r�us � Aparatus Ba T - 45 Door 224 0.700,E None I R-Q,Q 90 i 90 New 28-A2 rotas - 46 Wall 3 1 .6901 Mane R-0.0 180 I 90 New 12 A10 ratus Ba 47 Wait 36 13.07 R-19 R-0.0 270 i 48 Daor 90 New D9»A5Aparatus Sap - 22 0.700 None R -0.D 49 Wall t3.690f Norse R -Q.0 270 0 1 90 90 i New New TO A2 12-A10 A aratus Ba lA aratusBa ' SO Roof $a ID.036, R-30 R-0.0-0-1 TRH-? 19,1/IRH-119.2 S tem 2 New 02 -AJ _ /Jan/Supply/Clean-up 51 Well 6 11.690 None R-0.0 = 52 Door 180 9Q New 12-A?0 IJantsu I /Clean -u 2 0-700 None R-0.0 53 Walt 94 180 90 I New 28-A2 ?Jan/Su ! fCtean-u X3.690 None R-0.0 270 90 New 12410 I Jae/Supp! fp y Clean-up I Roof IN 0.036 R-30 R-D.O 0 "_N, E, A. R(New, Existhtri.Altered. Rernovedl New 02-A9 DS -112 8 --- i prop mus a cerfifirata eitles fsstted by NFRC or provide a CEC t3efauittat�t Certlfcate usina Iha daft, dr r Lf -s- . - __.._..__,.......................r,.���,,,,,,,.a.,,,,,,Row,i�uuwvnanainufeoulloln8�•sotttc>s&Rerraf�sh'udion ! Actw Cond. T _.i Area U-Faa' : HGC2 Aam., Stat. Glazi T e Tcomments i _ i I i�f �''�Gtar Typ$;14fi-A i}BtaUl,TablafrMr3 &tendards Y,a3110. NI_� r5crv, off TahFL s,wni,.� 1 ,w_ s.n,...._ F .. _. - - I .-- • a Trom btanoards, COG Center of Glass. NS:RC t aimlad vw,ro E�CTERIOIFi SH,AD� IINC Window � Overhang Left Piro _ Ri ht s=ire # Exterior Shade Tyire Si•lGC Mgt_ Asda#. ! ere, Mgt. L.Ext,R9tt Dist, Leis. Fi i, g �_.._... leis -t. L set. Host, NOMUMSKYIIR10-HT AREA FOR LARME EN>!CI_CiSltn _19Ar_=c The pmpond bulkilug is In What%zones 2 through 16 and Contain an errclanad apace with noor area graatef dwt 26,0+00 M a ceiling iw4-K gmater than 15 tm, and an LPO for genera) USNAgof at leant 0.6 WMI Seo Section 143(cj, it this box is checked, ENV440 must be i111edam when submillingunderiRe t:2!2t1! Con P*ance A ,ft,. 1 "1 EnergyPro4.4 toy EnegyS;oit User Number 1221 Job Number. 07-983 " Paae:8 of 26 ! 1 d' Y" . i z- , 3 R" i PROJECT NAME ;HATE i Bakersfield Fire station #14 6/18/2008 ZONE IINFORMATOON [ j I System Nome Zone Name Occupancy Type Floor Area ` (stili.} ( Inst. sr , • ."''li ` tk i:F3": ::#ic: '' ' LPD !w/af}1 "-: l�t�:" .• � a fd g `(�(1 `; ' CU -1 System DS•110; Housing=Commons, DormfSenior 184 0.723:'. -30' DS -11? Housing, Commons, Dorm/Senior 180 0.73 ; i DS -112 Housing. Commons, Dorm/Senior 180 0,73 0.074 DS -120 Fxaroise, Gymnasium 477 1.04 ` FC -104 Porice3Fire Station $54 1.01G: 112 FC -109 1 Housirr�, Commons, Dorm/Senior 744 0. 4:OS2 >; : •- ... i 1 90 FC -115 Polloa(Firestation 9181 i+:C50 Wall E FC -116 Kiwien Food p ration 499 1'.314; ' DS -102 System Comm Equipment Ream office 95 0.6 .:. 0 3L9. ':.-: " TRH-? 19,1/IRH-119.2 S tem AparatusB-ay Industrial work, Lim Say i 3195 0,63 ...#x:149 " _ Janfsuppty/Ctteart-up Cortidorlffietroomisu port 367 0.851-* 44;70 D5411 Yard All Others j 101 0,61 -0s1.23 R-19 R-0.0 270 90 '1- I 09A5 DS -111 7 Roof IN 0.036 R-30 R-D.O 0 22 New 02-A9 DS -112 8 wail 100 j R-19 R-0.0 I 90 New 109-A6 DS -112 9 Roof 4n 16 0.2901 NFRCI R-30 R-0.0 11401M.' 1, See LTG 2 C 2. See LTG -4-C 3. Sae LTG -5-C 4. See LTG•& -C rte rg:a6Rir speaial.iiarifi i+3nisfion -.. items marked With asterisk, act LTC -2 -0 by others? (by others) EXCEPTIONAL CONDITit?I1iS COMPL.IcANC CHECKLIST The local enforcement $ - i _ agency should pay special attention to tits llama spatcified in this checkitst.t Tti� Items require spacial ovrit#en. justiticatlon and dOCUMOlt UOR, and special vW11fication to be used with the performance approach. The local enforcement agency determines the adequacy of the luatification, and may a'sJM a building or design that aotherwise complies based on the adealuacy of the swelal lustaiication and documentation I no exceptional features listed in this performance approach application have specifically been reviewed. Adequate written Justilfication and documentation for their use have been provided by the applicant. 4,4 User Number.1221 ERTIFICATE WECT NAME Bakersfield Fire Station #14 Job Number, 07-163 of 26 ENV -1 DATE 6/18/2008 ?- # Mm than or equal to 10,000 sqA d sita bunt Imesrrafion area must indude a label teriirfcaie eltMar issued by NFRC or provide a CEO Daiauft Label Certificate usingiha default U4actora from # i St8ndarcls Tah,a I46.A pad 14 ei nv o fila- in nko nnMro h Me tewr nff;.,,A.,w..,,....,m,.,�e « u .n A .[F.... t,,,,..,..,e.+a ..sx,.,..,n.,. __,,a; ­ # 7" e Sairface T :Area U -Fac. I Insonation Cay. Cont. Act. Apt. Tint; Cond. Status joint Appendix! 'IV Reference Location r Comments 1 Roo, 1 0.036 -30' R-0.0 Q 22 New 0249 Ips -110 Twill 15 0.290 NFRC 0.45 TVI=RC 0.074 R-19 R-0.0 90 90 New 09-A5 DS -110 3 wail 112 0.074 R -19 R-0.0 270 90 New 09-A5 08-110 4 Wall IOZ 0,0741 R-19 R-0.0 0 I 90 Never Q9 -A5 DS -110 6 Roof ,to-- 0.036 R-30 R-0.0 0 22 New 102-A9 D5411 6 Wall 104-0.074 New R-19 R-0.0 270 90 New 09A5 DS -111 7 Roof IN 0.036 R-30 R-D.O 0 22 New 02-A9 DS -112 8 wail 100 0.074 R-19 R-0.0 270 90 New 109-A6 DS -112 9 Roof 4n 16 0.2901 NFRCI R-30 R-0.0 0 22 New12 A9 DS -120 10 wall 243# 0.690 None R-O.O 180 90 New 12-A10 DS -120 11 wall 111 0.690 None R-0.0 270 1 90 New 12-AIO DS -120 12 Roof 2391 0.036 R-30 R-O.D 0 22 New 102-A9 FC -104 13 Wall 1221 0.074 R-19 R-O.Q 90 90 New 109-A6 fiG104 14 Wali 20' 0,074 R-19 R-0.0 180 90 New 109--A5 FO -104 15 ,Mali 7 0,074 R-19 R-0.0 270 90 New 09-A5 FC -104 16 wall M 0.074 R-19 R-0.0 0 190 New 09-A5 FC -104 17 Roaf 2 0.036 R-30 R-0.0 O 22 New 02-X9 FC -104 I Is wail 11 0.074 R-19 R-0.0 90 90 I No 09-A5 " FC -104 19 Wall 0.074 / R-19 R-0.0 180 90 New 0936 FC -104 (20 Wall 11 0.074 R-191 R»0.0 0 90 1 New 09A5 FC -104 ?- # Mm than or equal to 10,000 sqA d sita bunt Imesrrafion area must indude a label teriirfcaie eltMar issued by NFRC or provide a CEO Daiauft Label Certificate usingiha default U4actora from # i St8ndarcls Tah,a I46.A pad 14 ei nv o fila- in nko nnMro h Me tewr nff;.,,A.,w..,,....,m,.,�e « u .n A .[F.... t,,,,..,..,e.+a ..sx,.,..,n.,. __,,a; ­ # 7" e This Certtftcate of Compliance lists the building features and performance speci€ications needed to comply with Title 24, Parts 1 and 6 of the JDATE 1 6/18/20m ? Area U -Fac' SHGC2 Act. Azrn. Cond. Stat. Glazing Type Location/ Comments 1 window Rear OverhangLeft Firs Riawiat Firs Leve. lI t. LEzt.RExt, Dist, Len. Hat. Dist. Lens. Hat. 15 0.2919 NFRC " QA5 NFRC 270 New Dbl/Mtl Tinted Low -E DS -110 2 -Window Ri ht M 15 0.290 NFRC 0.45 TVI=RC 0 New Dbl/Mtl Tinted Low -E DS -110 3 Window Rear 0.76 1 15, 4.290 NFRC 0.45 NFRC 270 New DblAMltl Tinted Low -E DS -111 4 Window Rear 5.2 16, 0290 NFRC 0.45 NFRCI 270 New I DbliMtl Tinted Low -E DS -112 5 Window Left (S) 310.2901 NFRC 0,45 NFR01 18D New Dill/Mf' flnteta Low -E #OS -120 6 Window Rear 3.0 42, 0.290, NFRC 0.45 NFRCI 270 New DbMTinted Low -E DS -120 7 Window Rear tW} 9€ D.290INFRC 0.45 !NFRC 270 New DWWI Tinted Low -E DS -120 8 °Window Front 17.0 42 01901 NFRC 0.45 NFRC 90 New Obi/Mti Tinted Low -E -IFC -104 9 Iffitdow Front E 9 0,290 NFRC" 0.45 NFRC 90# New Db!/MH Tinted Low -E FC -104 ?0 In ow Front E 24 0.290 NFRC 0,45 NFRC 9O Now DbIAMfI Tinted Low -E FC -104 1? Window Front IM 16 0.2901 NFRCI 0.45 NFRC 90 New Dbl/Mt1Tinted Low -E FC -104 12 Window Front @) 31 0.290 NFR01 0.45 NFRC 90 Now DbU(Jlll Tinted Low -E FG104 13 Window Front (E) $ 0.290 NFRCI OAS NFRC 9fl Naw Dbl/Mtl Tinted Low -E --FF-C-109 }Zf SMC3G syNe: , ,o -n uprdu8 ,aLie tr9m titan02rti9, f aDfB Nh9 UBMR I We M)M MS AE:M Manual AGPeDCM. NFKQ L=MeQ VaItis. Typo: 148-8 GeraultTab4sitnm StandarrJs, CQG CenteroiGtass, NFRC labeled valla EXTERIOR SHADING This Certtftcate of Compliance lists the building features and performance speci€ications needed to comply with Title 24, Parts 1 and 6 of the JDATE 1 6/18/20m PROJECT ADDRESS Mountain Vista Drive at Mount Pleasant Drive Bakersfield BLiILS?BNtCx CONDITION Fe" FLOOR AREA 7,893 sq.Ft CLIMATE ZONE 13 PRINCIPAL DESIGNER - ENVELOPE RRM resign Group TELEPHONE (805) 643-1794 l IExterior Shade Type i SHOC Window !±9t. Wd. OverhangLeft Firs Riawiat Firs Leve. lI t. LEzt.RExt, Dist, Len. Hat. Dist. Lens. Hat. 1 None i 0.76 5.2 3.0 3.0 0.1 3.0 3.0 2 None 0.76 5.2 3.0 3.0 0.1 3.0 3.01 (- 3 Nane 0.76 5.2 3.0 3.0 0.1 3.0 - 3.0 4 None 0.76 5.2 3.0 3.0 0.1 3.0 3.0 5 None 0.76 1 5.2 9.0 3.0 0,1 3.0 3.0 6 None 0.76 , 7.0 6,0 3.0 0.1 3.0 3.0 7 None 0.76 1.5 '9.0 3.0 0.1 3,O 3.0 1 i1 1 None 0.76 7.0 6.0 17.0 0.1 17.0 17.0 1 9 None 0.76 1.5 6.0 17,0 0.1 17.0 17.0 10 None 0.76 8.0 3.0 ' 17.0 0.1 17.0 17.0 11 1 Nana 0.76 2.0 8,0 4.0 0.1 4.0 4.0 _ 12 1 None 0.76 5.2 6.0 3,0 0.1 3.0 3.0 13 I None 0.76 1.7 1.7 3.0 0.1 3.0 10 tD Lt # �- standard P I ne praPasea nUI1914946In climate zarM 2 through 15 and comaina an metalled "Ce With trod aMa9MW8rthan 26,= tit, a Cerin$ nelgnt 9YaMW map 1t? MEW, ono sn LrW ver 9MMMr Irghting of at least 0,8wMZ See section 143(c), rf Ota box to checked, 8NV44 must be ifed out. wirer salmd Unff underthe Ptastaipm Cawlence APPMO. EnergyPr0 4.4 by EnemyScft User Number 1221 Job Number 47-163 Paga6 of 26 t t MN k b l t � PROJEG i NtAME Bakersfield Fire Station #14 This Certtftcate of Compliance lists the building features and performance speci€ications needed to comply with Title 24, Parts 1 and 6 of the JDATE 1 6/18/20m PROJECT ADDRESS Mountain Vista Drive at Mount Pleasant Drive Bakersfield BLiILS?BNtCx CONDITION Fe" FLOOR AREA 7,893 sq.Ft CLIMATE ZONE 13 PRINCIPAL DESIGNER - ENVELOPE RRM resign Group TELEPHONE (805) 643-1794 PHASE OF CONSTRUCTION DOGIWEINTAT1ON AUTHOR Brummel, Myrick & Assoc -sates TELEPHONE (805) 544-4269 sign this document as the person responsible for its preparation: and that I aryl licensed in the State of GENERAL INFORMATION This Certtftcate of Compliance lists the building features and performance speci€ications needed to comply with Title 24, Parts 1 and 6 of the DATE OF PLANTS The documentation ation preparer hereby ceftes, that the documentatlOn is accurate and complete. BLiILS?BNtCx CONDITION Fe" FLOOR AREA 7,893 sq.Ft CLIMATE ZONE 13 BUILDING TYPE ® NONRESIDENTIAL [� HIGH RISE RESIDENTIAL -HOTELIMOTEL GUEST ROOM PHASE OF CONSTRUCTION ® NEW CONSTRUCTION ADDITION EXISTING +ADDITIONIfALTERATIONI STA E&ENT OF COMPLIANCE This Certtftcate of Compliance lists the building features and performance speci€ications needed to comply with Title 24, Parts 1 and 6 of the Callfornlal Code of Reguiattons. This certificate applies only to a Building using the performance compliance approach. The documentation ation preparer hereby ceftes, that the documentatlOn is accurate and complete. tiOCUMENTATIONP AUTHOR Peggy Wilkinson SIG Li � I BATE >�i� �.�..�.c- 'u �f� � 41- IF -0p, The Printaipal Designer hereby certifys that the proposed building dessligh represented in this set of construction documents is consistent with the other compliance fortes and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building as designed meets the energy efficiency requirements contained in sections 110,116, 1through 118, and 140,142, 143 or 149 of Title 24, Part 6. ENV. LTG. MECH. ❑ ® ® 1.1 hereby affirm that l am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation: and that I aryl licensed in the State of California as a Civil engineer, mechanical engineer, electrical engineer, or I ani a licensed architect. ❑ ❑ ❑ 2.1 affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code Section 5537,2 or6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. 3. I that I am eligible under Division 3 of the Business and professions Code to sign this document ❑ Elaffirm because it pertains to a structure ortype of work described as exempt pursuant to Business and Professions Code Sections 5637, 5538, and 67371. (These sections of the Business and Professions Code are printed in full in the Nonresidential Manual.) ENVELOPE COMPLIANCE 1 indicate location on plans of Dote Block for Mandatory Measures TOTALS: ENV -1 ' Required Forms PRINCIPAL ENVELOPE DESIGNER - NAME Str'aMATURE LTC. NIO. DATE r4.f\ eSl n Grow 'r SH•x �-'�'"� A A Building Orientation MITI G CO P ANCE indicate location on plans of Note Block for Mandatory Measures s LT(3-'1, C's 2, LTG -4, LTG -5 Required Fo s PRINCIPAL, UGH71NG DESIGNER -14AME Si LIC iiATE i TboLna Electric I t MECHANICAL COMPLIANCE Indicate location on plans of Nate Flock for Mandatory Measures WECH- ME H2 MECH-3 MECH-5 Required Forms PRINICIPAtL MEC14ANICAL DESIGNER - NIAiVIE iLIC. NO, BrumTtel rick & Associates -1 mrz I EneAMPro 4.4 by EnergySoft User Number 1221 Job Number. 47-163 Page: 3 of 26 1 S _ i ., as 4 ;.. A,, Y _ ¢ :w .y': i }...� fst► ':*7 >:r:; A -NUAIL TCV ENERGY USE SUMMARY IL t d - r Standard Proposed Compliance ENERGY COMPONEKT Design Design -Bergin Space Heating 15,$9 10.10 5.29 Space Cooling 95.08 73.15 21.93 Indoor Fans 1 14.88 17.40 -2,52 Heat /Rejection I 0.00 O.OQ 0.00 Pumps & disc. 0.00 0.00 0.00 Domestic Hot Water 6,46 2.05 4.41 Lighting 63.00 39.77 23.24 Receptacle 5$.69 53.69 O,OO Process j 0.00 0.00 O.DQ TOTALS: 248.51 196.16 52.35 Percent better than Standard: 21,1% ( 21.1% excluding process) G INF_0_RMATl2N_ 'r SH•x �-'�'"� A A Building Orientation (E) 9Q deli Conditioned Floor Area 7,s9 s 101 Number of Stories 1! unconditioned Floor area SCA� � �=�3cft Number of Systems 4 Conditioned Footprint Area Natural Gas (U i number of Zones (� 121 Fuel Type 00 .P 0dentation GnM Area vast - Zb.p Glaxiaxi_gAca G_,f iggRatio 1 Front Elevation Left Elevation ES sgft- sclit sc ft sgFr Ln � 1,546 242 15.7eia 79a 3 3.8°10 1,800 2561sgft 14.2% Rear Elevation sclft. Im 1,067 185 17.411/a Right Elevation (N Kit sgtt. 5,211 714 13.7% Total agfL sgft. D.o% Roof # �- standard P Lighting Power Density 1.083 wrsglt. 0.684 wisgtt Prescriptive Env, Heat loss 2,019 arum 1,727 stunt } Prescriptive Env. Heat Gain 14$,54 1 stuns -F 123,195 mwh-F 1 II Rtaialarks: Standard Building (Compliance} i n I i` n Ti 1 1 1;1:12: � Clad ~t 1 1 j EnengyPro 4.4 by EnergySoft User Number 1221 Job Number 07-163 Page:4 of 26 Min TirE fNCLF3DEDDRf+aMNC3S.SFEpt^7CAT1QN�3, iBEAS, Ahlo AARANGB"n REPRESIDTMTHERE$YAREAND3 RSWN THE PROPMUYOFMWDEM WWW AND NO PARrTHSFdkF S ALL W- COPED. DISCLOSED TO OTHERS OR WM IN CONN MH ANY WOO( OR PROJECT OTHER THAN THE SPECIFIC ACT FOR WHICH THEYHAVE SM MWAtiED AND DEVELO THE WRF;'SENOONS"NioFR4'iRSDE81QNt3ROEbP, VISUAL WITH TxasEARAxnncsaRICATtoNssa�nu.corsTrru� usn� eADENMOFACCEArANCEOFTHMRES'iRlCntx4s. amormAtop THESE DOCUMENTS FOR PIIHUCAGENCYREVIEWN©T SE CONSIDERED A WAWM OF RRM DESIGN GROW . "==;' '" 0 - ! " it 1 �w f r,Rvee ,y 4�,1 'r SH•x �-'�'"� A A ✓3 � (U C%J m »ey i 00 .P vast - Zb.p R -i t Doto „ Cr 0 Ln � @� •'~ y tt co v .�f -).� Im �w f r,Rvee ,y 4�,1 'r SH•x �-'�'"� A A � lixn.:.s: »ey i vast - Zb.p R -i RD0 r ## E 0 Cis C as CL Cn 3 "CS i� c&'s cc O Le: 4 Bakersfield -Fire Station #14 6118/2008 TDAT Lumonalre - Lam sisallasts Installed Watts s/Ballasts D €cmc �40m E 8±;�'v:•ersc D E F G H! I ,3 Test -Performed � 32 1.0162.0 Equipment requiring acceptance testing i i X� 1 i 62 C1 Equipment requiring acceptance testing i Comratssian do not ragUiVaqulpment testing but do require construceon tnspeeiion i MECH-5-A: Air Distribution Acceptance Document 3 ( Equipment requiring acceptance testing 1 ± ED 0 LF B3 Name Type Description ° I jF32T8 21 i 32 2 eo I _ Ali now VAV fan volume controls installedon naw arexfsting systems must be tested m I = �' a Al 2'x2' Fluor. troffer, prismatic lens - A2 _ 2'x4' Fluor. troffer, #tat wht. acrylic lens SP35 i i I � S SP35 E 2 i 17 3 1.0 2.0 1.0 33,0 3.0 62.® X I 2 ! ,g 4 13 66 p /2 i 8061 Bl 14' Fluorescent wrap (architectural) B2 Flaurescentwrap, low profile ! 14' 8f Fluor. wrap, low profile, dimmable T P35 ( 2 32 1.0 62.0 i--- i 3 I l 186 B3 -3M SP354 4 3 2. 124 Xi 3 I 124 620 4 I8` Fluor. wrap, dimmable - Fluor. wrap, low profle, dimmable 55 i8' i 1, 32 j 2. 124.0 -( 12 1 40 3841 Cl 14' Fluor- strip, under,�bfnet ; C2 13' Fluor. strip, under €cabinet 85 I 11 1 -" 51 26 .# 1.01 31. 25.0 28.0 K 100, i Dl S Fluor. downlight, clear glass tens Fluor. downright 6" fifd rame-n wrop opal D2 lens 1 1 ' 17. f D3 3" low voltage downlight PW MR1.6 22` 20� 1 1. 1. _Q i $ 72 El Decorafivewali sconce, dimmed 1 E2 Uplightperforatedsconce s E3 Fluor. linear vanity. fight qPX2fj4 i � 2i �37TA SEM I 1 13 i 32i 1 1.0 2.0 17, 34.01 6.0, l ,X 3 _ 8 f 1 272 -- 10 E4 _. Decorative wall scone; Fl 8` Fluor. IndirecUdirect, dimmed 1 F2 ff 52 Sweep ceiling faliA ht 1100W JD --1 1 1 �� 1® 1 X 100 ? F3 Decorative pendant, Lobby, prairie style 1 175 G1 Mushroom shape, restroom light i 21 .0' X 1 I 21 i - _ 1 1 2 ! 1.0 i 11 i i f I PAGE TOTAL BUILDING TOTAL (sum of all pages) 5,994 PORTABLE LIGHTING (Frown LTG -3-C) CONTROL CREDIT (From LTG -4-C) ADJUSTED ACTUAL WATTS 5 259 07-183 13026 LNDOOR Yw�s U rI (Part 2 of 2) LTG- - PROJECT iM1IAMED;i TT Bakersfield Fire Station #14 1 9/19,�nn� I I Name 82 Luminaiire ---- Type Description 4' Flourescent wrap, low profile Lam .41B u3 s/Ballasts D €cmc �40m E 8±;�'v:•ersc 1 F cWc _G_7 c Installed H p i mit?4Bm�i Waits I c IW J YM No 3zTs 5D3 Test -Performed � 32 1.0162.0 Equipment requiring acceptance testing i i X� 1 i 62 C1 Equipment requiring acceptance testing i Comratssian do not ragUiVaqulpment testing but do require construceon tnspeeiion i MECH-5-A: Air Distribution Acceptance Document 3 ( Equipment requiring acceptance testing 1 ± i E I i replace the packaged unit MECH-6-A: Demand Control Ventilation Acceptance Document B3 ? EquiprnerA requiring acceptance testing i i AR new DCV cantmfs fnstaffed on new orexlwng Packaged systems must be fasted. MECH 7 A: Supply Fan Variable Flow Control Acceptance Document 2 [ Equipment requiring acceptance testing t 7 _ Ali now VAV fan volume controls installedon naw arexfsting systems must be tested MECH-8-A: - ydronic System Control Acceptance Document y Variable Flow controls AppllestocwadandhotwmrsysC =- i -Automatic Isolation Controls Appilesronew haftersarrdchf8arsandttiePNMSlyppmpsatearin ciedtaacommon,header. -Supply Water Temperature Reset Controls U Apptiesfa mewconstanf fiowchtAad andhocwaf�rsystams ttraf have a design capacifygraaferthan oraquaifo 500,0008fu/hr -Water-loop Heat Pump Controls I i i Variable Frequency Controls Appirastoannev.drainuurieanpvmpsonna�rvaatabietfnwcnt>tadhydronrchsafpump , c ! - I EneravPro 4.4 by EnaravSoft User Number 1221 Job Number: 07.183 Page:12 of 26 - i , PAGE TOTAL BUILDING TOTAL (sum of all pages) 62 CONTROL CREDIT (Frame LTG.4-C) 2 ADJUSTED ACTUAL WATTS 50 r . - j EnergyPro 4.4 by EnergySoftuser Number: 1221 ,fob Number 077-163 Page: 14 of 26 IRERTIFICATE OF COMPLIANCE (Pert 3 of 3) - - PROJECT NAME ___r6/18/2008 Bakersfield Fire Station #146�18�2008 3�Tir Designer: This form is to be used by the designer and attached to the pians. Listed below are all the acceptance i tests for lighting systems. The designer is required to check the boxes by all acceptance tests that apply and list all equipment that require an acceptance test. If all equipment of a certain type requires a test, list the equipment description and the number of systems to be tested in parentheses. The #J number designates the Section in the Appendix of the Nonresidential ACM Manual that describes the test. Also indicate the person responsible for performing the tests (1,e. the installing contractor, design professional or an agent selected by the owner). Since this form will be part of the plans, Completion of this section will allow the responsible party to budget for the scope of work appropriately. Building Departments: Before an occupancy permit is granted for a newly constructed building or space, or a new lighting system system serving a building or space is operated for normal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Cade Compliance. In addition a Certificate of Acceptance, LTG -1-A, Forms shall be submitted to the building department that: j A. Certifies pians, specifications, installation certificates, and operating and maintenance 1 information meet the requirements of§10-103(b) and Title 24 Part 6. 3 _ ❑ MECH-3-A: Packaged HVAC Systems Acceptance Document Test -Performed � l�3 LTG -2-A: Lighting Control Acceptance Document - Occupancy Sensor. Acceptance - Manual Daylight Controls Acceptance - Automatic Time Switch Control Acceptance ELECTRICAL CONTRACTOR Equipment requiring acceptance testing i i 3 C2 C LTG -3-k. Automatic Daylighting Controls Acceptance Document C1 Equipment requiring acceptance testing i Comratssian do not ragUiVaqulpment testing but do require construceon tnspeeiion i MECH-5-A: Air Distribution Acceptance Document 2 ( Equipment requiring acceptance testing S This featraquiradiftheunitserves5,000B2ofspaceorCessand=ormareofthedudsateIn on�nd7lonsciorsamfcondrtlanedspacBithean i E I i replace the packaged unit MECH-6-A: Demand Control Ventilation Acceptance Document B3 j EnergyPro 4.4 by EnergySoft user Number: 1221 Job Number: 07-163 Pagel1 of 26 l .,CERTIFICATE OF COMPLIANCE MECH-1-C' PROJECT NAME j BATE Bakersfield Fire Station #14 i 61181200€3 Designer: This form Is to be used by the designer and attached to the plans. listed below are all the acceptance tests for mechanical systems. The designer is required to check the boxes by all acceptance tests that apply and ilst all equipment that requires an acceptance test if all equipment of a certain type requires a test, list the equipment description and the number of systems to be tested in parentheses. The NJ number designates the Section in the Appendix of the Nonresidential ACM Manual that describes the test. Also Indicate the person responsible for performing the tests (i.e. the installing contractor, design professional or an agent selected by the owner). Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Building Departments: SYSTEM ACCEPTANCE. Before an occupancy permit is granted for a newly constructed building or space, or anew space -conditioning system serving a building or space is operated for normal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. In addition a Certificate of Acceptance, MECH-1 A Form shall be submitted to the building department that certles plans, specifications, installation nortifi"fac anti nn.r.#ins -A main# ­w :ra4r.rmQ41- cess.# #fe. r.nf eir.m.n4e of Q.eWi^n an-,inaim anti Titin OA Pari R T EMNT OF Q`e PL 1ANC MECH-2 A: Ventilation System Acceptance Document MECHANICAL i Variable Air Volume -Systems Outdoor Air Acceptance CONTRACTOR -Constant Air Volume Systems Outdoor Air Acceptance cif F0CaYh;9CM4n9 l Equipment requiring acceptance testing CU -i • 17S--1 CONTROL LOCATION (Roost 0) Test,equfmd on all Newsystems both New Cormt action and Retrofit. 3 _ ❑ MECH-3-A: Packaged HVAC Systems Acceptance Document 3 Equipment requiring acceptance testing i 3 Test requirad on all Newsyrams bofti New Construction and'Relta t ❑ MECH-4A: Air -Side Economizer Acceptance Document C2 Equipment requiring acceptance testing C1 i � Test tequfratf an all New systems both NewConstaiCtton and Retrofit Units with economizers that are installed at the faCtery and Cerdiied with the i Comratssian do not ragUiVaqulpment testing but do require construceon tnspeeiion i MECH-5-A: Air Distribution Acceptance Document 2 ( Equipment requiring acceptance testing i This featraquiradiftheunitserves5,000B2ofspaceorCessand=ormareofthedudsateIn on�nd7lonsciorsamfcondrtlanedspacBithean aft. New systems that meat the above raquhements. Retrofit systams that meet fhe above requismants and eltherextand ducts, replace ducts or B4 replace the packaged unit MECH-6-A: Demand Control Ventilation Acceptance Document B3 ? EquiprnerA requiring acceptance testing i i AR new DCV cantmfs fnstaffed on new orexlwng Packaged systems must be fasted. MECH 7 A: Supply Fan Variable Flow Control Acceptance Document 2 [ Equipment requiring acceptance testing t 7 _ Ali now VAV fan volume controls installedon naw arexfsting systems must be tested MECH-8-A: - ydronic System Control Acceptance Document y Variable Flow controls AppllestocwadandhotwmrsysC =- i -Automatic Isolation Controls Appilesronew haftersarrdchf8arsandttiePNMSlyppmpsatearin ciedtaacommon,header. -Supply Water Temperature Reset Controls U Apptiesfa mewconstanf fiowchtAad andhocwaf�rsystams ttraf have a design capacifygraaferthan oraquaifo 500,0008fu/hr -Water-loop Heat Pump Controls I I Applies to all new waterloop heat pump systams where the combined loop pumps are greaterfhan 5 hp. i Variable Frequency Controls Appirastoannev.drainuurieanpvmpsonna�rvaatabietfnwcnt>tadhydronrchsafpump orcondanserwatersystems whefa me pumps moronsata grsaterfhan 5 hp. c L Egulpment requiring acceptance testing - I EneravPro 4.4 by EnaravSoft User Number 1221 Job Number: 07.183 Page:12 of 26 110Q&TORY r i�A XL GH OMN R 3 F1 CONTROL TYPE (Mato Time Switch, Dimming, arc.) SPACE CONTROLLED cif F0CaYh;9CM4n9 int tTl `.iQ CONTROL LOCATION (Roost 0) CONTROL IDENTIFICATION 3 1:12 3 E4 i 3 D3 9 C2 l C1 1. B1 l A9 2 82 l B5 ( B4 5 B3 i 82 2 I C1 2 B2 7 t� •Q rn CD .. U t� 00aLL f �»y c cn C� I r-narcwPrrl d.4 tar EnamvSoft User Plumber: 1221 Job Number. 07-163 Page:9 of CONTROL LOCATION (ROOM # or DW9. #) Station € ffice Station Office 1 Slation Office CONTROL I IDENTIFICATION Oce Sensor - --= 250 sgft occ Sensor - <- 250 sqit Occ Sensor - <- 250 sqft Occ Sensor - <- 250 saft Occ Sensor - <- 250 sqft Cft Sensor - a- 250 sgft occ sensor - <= 250 Dimming - Manual Dimming - Manual i Dimming - Manual Dimmini- Manual Occ Sensor- <- 250 sqft Oce Sensor - <w 250 soft net Sensor - <- 250 sail tl4B CONTROLLED rME :9 OF LMMINARES D1 l C1 3 F1 i 81 1 G1 6 E3 3 1:12 3 E4 i 3 D3 9 C2 l C1 1. B1 l A9 2 82 l B5 '10 B4 5 B3 l 82 2 I C1 2 B2 7 t� •Q rn CD .. U t� 00aLL f �»y c cn C� EnetaavPro 4A bV Fmer0YSoft User Number 1224 Job #dumber. 07-163 Page:10 of 28 THE INCLUDED DRAWINGS, 8PEAIFICATI(M.IDEAS. DWI NSAND ARRAN© NT$ REPRESENTED THEREBY ARE AND RESAAIN THE PROPERTY OF AM DESIGN GROUP AND NOPARTTH PS ALL BE COPIED, DISCLt33ED TO OTHERS OR USETt 1N CON33EC1 N wiTH ANY WORKOR PROJECT OTHER THAN THE SPECIFIC C' FOR WHICH THEY HAVE BEENPPEPAREDANDD� ii40UT THE WRITTENCDNSENTOFRMDESiCiFiGROUP. VISUAL WITH THE$E3N2AWlNOsoRSPEgFtCA'f'I�LNB8NALLLO TRtf usrVE EVIDENcrmoFACCEP'i'ANCEOFTHESERESTRICfix,,$.SU AL OF THESE DOCLIMENTS FOR PUOUC AGENCY REV)EW 6 NOT 9 = CONSIDERED A WAIVER OF RRM DESIGN -GROUP'S tQHTS. 9) ��iNV u C g P A tri.; ► wax � 9i s N �in C: 6 3� t� •Q rn CD .. U t� 00aLL f �»y c cn C� 07163T?A.dwg JOB NUMBER 110879514 SHEET u r A tri.; ► wax � 9i s 6 3� f �»y 4. 07163T?A.dwg JOB NUMBER 110879514 SHEET MANDATORY MEASURES ENV -MM.!. ipRpJECT NAME DATE � Bakersfield Fire Station #14 6118120®8 DESCRIPTION TERMINAL UNIT ®§118(a) Installed insulating Material shall have been certified by the manufacturer to rrArr Qty Ems} AL FAN 1 s Zone Name I fern Name Sys System Type Heading ( cooling Mi CFM M ; Qip.j itetlo Rtahea# Cull ;Motor Dave I CFM BFIP E#F 1 Eft. DS -110 FXAQ07MVJU AS -111 ' MQ07MVJU Variable Ref. Volume Variable Ref. 8,50D[ [ 7,600] i "t "- 1j 100% - 26d 0.05140,0%)400.07 ):.n �? n .w0. Volume 8,5001 7,5001 1 100% -tg As - �ii m 260! 0,05140.0%hi cimo jDS-112 FXA007MVJU Variable Ref. 0 l r� f t3 In .. e and the building, and shall be weatherstripped (except for unframed glass doors i - -; Inc ern - - ,�.,w,,,,s..... Volume _ 8,500 7,500' 1 tf}il% exceeding those shown In Table Number 1-E. of the Standards. Manufactured 281} 00514001/ol0ii.0°l MANDATORY MEASURES ENV -MM.!. ipRpJECT NAME DATE � Bakersfield Fire Station #14 6118120®8 DESCRIPTION Desi ner Enforce end ®§118(a) Installed insulating Material shall have been certified by the manufacturer to , Qty comply with, the California Quality Standards for insulating material, Title 20, s REA ; B BASIS i C _ D Chapter 4, Article 3. ® §118(c) All Insulating Materials shalt be installed In compliance with the flame spread rating BASIS G H I and smoke density requirements of Sections 2602 and 707 of Title 24, Part 2. L M � N Zt�IdE1SY&TEM c3 LX I § 117(a) All Exterlor ,Joints and openings In the building that are observable sources of air ):.n �? n .w0. 4 i; '1 9 leakage shall be caulked, gasketed, weatherstripped or otherwise seated. i SS wC X CS 1 0 t -tg As - �ii m � � o b P. 'l5 rh �c, C ze ® § 116(b) Site Constrttoted floors, Windows and Skylights shall be caulked between the unit .� �% G I O C M (� s m i4 I 0 l r� f t3 In .. e and the building, and shall be weatherstripped (except for unframed glass doors S-110 184 and fre doors). i 28 1.8 ® § 116(a)1 Manufactumd Doors and Windows installed shall have air Infiltration rates not 28 I exceeding those shown In Table Number 1-E. of the Standards. Manufactured Constant Temp Auto fenestration products must be labeled for U -value according to NFRC procedures. ® §118(0) Demising Walls in Nonresidential Buildings: OENTRAt_ JYSTEM RATINGS n/a The opaque portions of framed demising walls In nonresidential buildings shall 18C 18C 0.15 0.15 have Insulation with an Installed R -value of no less than R-13 between framing 1.8 1.8 15.0 15.0 f f 27 27 members. . I i EnergyPro 4.4 by EnE2Sctt User Number. 1221 Job Number. 07-163 Page:23 of 26 NAME Fire Station #14 DATE 6118/2008 IMECHANICAL EQUIPMENT DETAILS Part 1 Of 2-6-C !PROJECT itIAMEDATE -,A r, ,^ ^^^ _. _... . . Equipment Nance Equipment Type Qty. LIMIITATIONTS EctiRnHEATo Tons MECH C L VIN I2N_ tort Qty , A REA ; B BASIS i C _ D I OCCUPANCY ; E F BASIS G H I VAV MINIMUM J K L M � N Zt�IdE1SY&TEM c3 ra co- p ):.n �? n .w0. 4 i; '1 9 s Q +v SS wC X CS 1 0 L! '0 -� � a �'�> -tg As - �ii m � � o b P. 'l5 rh �c, C ze CP ^",fit W �^" k � C �' .� �% G I O C M (� s m i4 I 0 l r� f t3 In .. e 151 S-110 184 Insulation 28 1.8 15.0 28 28 28, Constant Temp Auto Auto OENTRAt_ JYSTEM RATINGS n/a jDS-111 jDS-112 18C 18C 0.15 0.15 27 27 1.8 1.8 15.0 15.0 27 27 27 27 27 271 1Nesv'NoEcOnotTtizer j 15.8 kW 1 k�.k, ' _ _ e 'DS -120 47 0.15 72 9.5 15.0 i 143 143 143 No Economizer Reznor RIHN-30 Split OX 2; 30,000 IFC -104 854 016 128 &5 _ 15.0 1281 128 128 1 i �FC-109 744 0.15 112 7.4 15,0 112 112 112. 12 - -FC FC -116 -115 918 0.15 138 92 15.0 1381 138 138 FAN 8 stent puma FC -116 49S 13.16 75 10S 17.2 1801 180 ( 180 Dri ETffiv.e Daikin REYQ168 _ _ _ , See Part 2 i CU -1 System I Total 782 ( 782 ;Blow Through Draw -Through 1 5501 I 1 ; none 0.10 I 100.0% Comm Equipment Room 90 0,15 14 0.9 15.0 14 14 14 i i DS -102 System Total 141 14 Bay 3,195 '0.15 479 10.01 1510 150 479 150 329 [�Aparatus UanfSupply/Clean-up I 36 0.15) 55I 3,7 18.0 55 55 551 O HA ISAARH-119.2 System ! Total 534 205 i I 3 lj 3 ! 1 � _ { i 3 i t [[ egg j i I i _ C Minimum ventk tion rate r Section 92i. Tab#e 12i -A E Based on fixed seat or the reate€ of the ed number of 22EMLMsand 60% or the CBC occupant load for egress ses fors ces wiihhout Hued seats . I H Required Ventiatm Air (REQ'D VA) is the larger of the ventilation rates caloulated on and AREA ar QCCUPANCY BASIS column €3 or G . i i -Must be reaterthan ore uai to H oruseTransferAir miumn N to mWoup the difference. J Des! n fan wppty aim Fan CFM) x 3ti°A; or K Ccndlton area x 04 crmltt sg.; or L I Maximum of Columns H. J. K. ar= ch Rs I This must be toss than or equai to Column L and greater that or equal to the sum ofCotumns H + N. N Transfer air must be provided where the Required VentiWon Air (column t) is greater than the Design WmlmumA#r (column M), adhere required, transfer aIr must be greater than or equal to the difference betwean the Required Ventilation Alf (column 1) and the Design Minimum Air (oalumn M), column H - M, EnergyPr0 4.4 by EnergySofi User Number 1221 Job Number. 07-183 Page:20 0f 26 IMECHANICAL EQUIPMENT DETAILS Part 1 Of 2-6-C !PROJECT itIAMEDATE -,A r, ,^ ^^^ _. _... . . Equipment Nance Equipment Type Qty. Efficiency Tons Pt3 Test.Motor Qty GPM Blip Eff. 1111ps Drive Pump Eft: control Qty , Vol. (Gals.) Condition Status Ext. 11ital. Laars Ti_ -80.199 l Instant Gas JAII Pipes Ins 1 199,900 0 i 0.00 7503 n1a -Rinnal 2532 Instant Gas -All Pipes Ins 1 199,000 0 New 0.82 ISO ala MULTI -PA ILY CE TRA VY T R H_EA_T1NQ_QETAI LS Hotwaterpump Hot Ploing Length ft No Control # HP " !SYSTEM REQUIREMENTS of 3 E J PROJECT NAME . Bakersfield Fire Station #14 DATE 6/18/2008 sYaTEM I=�AT ��� ITEM OR SYSTEM TAGS) Number of Systems NYOSection- Heating Equipment Efficiency Cooling EqulpnMt Efficiency Heat Pump Thermostat Furnace controls Natural Ventilation Minimum Ventilation VAV Minimum position Control Demand Control Ventilation Time Control Setback amd Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation PRESCRIPTIVE MEASURES Calculated Healing Capacity x 1,43 2 Proposed lHastin;g Capacity 2 calculated Sensible Cooling Capacity x 1.212 proposed :Sensible Cooling Capacity 2 Fan Control DP Sensor Location Supply Pressure Reset (DDC only,) Simultaneous HeabCool Economizer Nesting Alir Supply reset Cooling Air Supply beset.. Duct Seailing for Prescriptive Compliance Alli SYSTEMS, Central or Single Zone I Energy , Factor or RE I Standby .Loss or pilot TANK INSUL System Herne System Type 0101ibutlon Type Qty Rated Input Vol. (Gals.) Condition Status Ext. 11ital. Laars Ti_ -80.199 l Instant Gas JAII Pipes Ins 1 199,900 0 New 0.00 7503 n1a -Rinnal 2532 Instant Gas -All Pipes Ins 1 199,000 0 New 0.82 ISO ala MULTI -PA ILY CE TRA VY T R H_EA_T1NQ_QETAI LS Hotwaterpump Hot Ploing Length ft No Control # HP Type In Plenum Outside ? Storied Insulation 1 i 122(e) Heating & Cooling Required Heating & Cooling Re uired Heatin, CoOI#n Re uired 1221fi Constant Temp Auto Auto OENTRAt_ JYSTEM RATINGS n/a Systam Name S s m Ty m CKv HEATIid • Aux. Outnut kW I Eff. COOLING 1 i outout I Effici� Condition Status F Economizer pe DaikinREYQ168 Variable Ref. Flow j 1 189.000 nla 1Nesv'NoEcOnotTtizer j 15.8 kW 168,0001+x.4 k�.k, ' _ _ e Daikin High Wall Split DX f 11 0i 0. ala 18,00018.3 SEER 114,0 EER Nese No Economizer Reznor RIHN-30 Split OX 2; 30,000 0. 80%AFUE 0 Ints New No Economizer f 1 T t Tu summ&y FAN 8 stent puma Fan Tvrte� Motor Location CFM SHP Motorl Eff. Drive Eff. I CFM ' BHP Motorff . Dri ETffiv.e Daikin REYQ168 _ _ _ , See Part 2 i i iDalkrn High Wall !Reznor RIHN-30 Constant Volume ( Constant Volume ;Blow Through Draw -Through 1 5501 I 1 ; none 0.10 49.0% 100.0% j none 1 none I i I I EnergyPrO IA by Energy&oft user Number. 1221 Job Number 07-163 Page:21 of 26 " !SYSTEM REQUIREMENTS of 3 E J PROJECT NAME . Bakersfield Fire Station #14 DATE 6/18/2008 sYaTEM I=�AT ��� ITEM OR SYSTEM TAGS) Number of Systems NYOSection- Heating Equipment Efficiency Cooling EqulpnMt Efficiency Heat Pump Thermostat Furnace controls Natural Ventilation Minimum Ventilation VAV Minimum position Control Demand Control Ventilation Time Control Setback amd Setup Control Outdoor Damper Control Isolation Zones Pipe Insulation Duct Insulation PRESCRIPTIVE MEASURES Calculated Healing Capacity x 1,43 2 Proposed lHastin;g Capacity 2 calculated Sensible Cooling Capacity x 1.212 proposed :Sensible Cooling Capacity 2 Fan Control DP Sensor Location Supply Pressure Reset (DDC only,) Simultaneous HeabCool Economizer Nesting Alir Supply reset Cooling Air Supply beset.. Duct Seailing for Prescriptive Compliance Alli SYSTEMS, Central or Single Zone CU -1 System DS -102 System IRH-119.111RH-119.2 1 1 Sysem Reference an Plans or Specification t 112(x) 15.8 kW nla 60%RFUE 112 a 4 14.4 kW 16.3 SEER 114.0 EER nla 112(b) Yes nla nla 112(,§, 115(a) nla nla nla 121(b) Constant Volume NO ( No 121(b) 782 cfm. 14 olid 205 cim 121(p) No NO No 12106 No No No 121(c), 122 a Programmable Switch Programmable Switch Programmable Switch 122(e) Heating & Cooling Required Heating & Cooling Re uired Heatin, CoOI#n Re uired 1221fi Constant Temp Auto Auto 122 n/a nla TIM 123 ri avant Pi in Yes i 124 �R R-8.0 nla rile 144 a & b ala nla nla 144 a & b _ 118 044 btuh 0 btuh 60,000 btuh 144 La 81 b nla 1 Na nla 144 2 & b 147,924 btuh 15,223 btuh 0 btuh 144 c Constant Volume Constant Volume Constant Volume 144 c) NIA NIA ' 144(a) No No 144 d leo i NO No 144 a No Economizer No Economizer { No Economizer 144 Constant Temp ConstantTemP Constant Tem 144(l) Constant Temp Constant Temp Constant Temp 144 k No I No No 1: For each central and Single zone air systems (or group of similar units) fill in the reference to sheet numkleer andtor specification section and paragraph number where the required features are documented. if a requirement Is not applicable, put "N!A" to the column. 2: Not required for hydropic heating and cooling. Either enter at value here or put in reference of plans and speciricatons per faotnco-te 1. 3: Enter Yes If System Is: Constant Volume, Single Zone; Selves a 5,000 sof Has > 25'A duct in unconditioned space. Duct sealing is required for Prescriptive Compliance, we PERF -1 `for performance method duct sealing requirements, 1:nardVAr04A bvEnerovSoft User Number 1221 � Job Number. 07-163 -.._ Page:18011`26 ITEM OR SYSTEM TAG(S) Number of Systems Ty24 MANDATORY MEASURES Section Reference on Plans or Specificatlont Equipment Efficiency 112(x) i Pipe Insulation co=Qr`l0I0TIVF_ MRASURPS - _-- Calculated Capacity Proposed capacity Tower Fain Controls 'rower Flow Controls Variable Flow System Design Chillerarnd Boiler Isolation CHW and HHW Beset Controls WLHP isolation Valves VSD on QHW, CW & WLHP Pumps > 5 HP DP Sensor Locations 1: For each chiller, cooling tower, boiler, and hydronic loop (or groups Of similar equipment? fill in the reference to sheet number andtor speciftration secf+0n and paragraph number Where the required features aredocumented. If a requirement is not appllcable, Put "NIA" in the column. 2: Water side systems include wet side system using other liquids such as glycol or brine. t Servlca Hot Water, Pool Heating ITEM OR SYSTEM TAG(S) DHW Heater DHW Heater Number of Systems 1 i 1 _ A ANDAITORY MEASURES Reference on Plans or Specrfrcationt water Hester certification 113 (a) Water Heater Efficiency 113 b Service Water Heating Installation 113 (c Pool and Spa efficiency and Control 114 a Pool and Spa Installation 114 b Pool Heater - No Pilot Light 115 (c} Spa Heater - No pilot Light 115 d 1: Foreach water heater, pool heat and domestic water loop (or groups of similar equipment) fill in the reference to sheet number andtor specification section and paragraph number where the required features are documented. If a requirement Is not applicable, put "NfA' ins the Column. Ig. 4. 1 1 9 THE JNCIWDED DRAWINGS, SPECIFICATIONS. IDEAS, ARRANGEMENT$ REPRESENTED THEREMY ARE AND I THE PROPEM OF RRM DESIGN GROW AND NO PARTT eE COPIED, DIS=SED TO OTHERS OR USED IN CON: ANY WORK OR PRAJE07 OTHER THAN THE SPECT FOR WHICH THEY HAVE SEEN PRERARED AND DOM" THE WRITTEN CONSW OF P" DESIGN OROUK YISLX THESE DOCUMENTS FOR PURUO AGENCY REVIEW SH, 9E CONSWERM A WAIVER OF RRM DESIGN GROUPS RRM DESIGN GROUP COPYRIGHT RRM Is a sCalifcarfttia Corporc Et* 4 r'- r►r t e,n V "yi 07163T24.dn JOB NUMBER . 1107514 SHEET Description Designer Enforcement } Ventilation THE PROPERrYOFRRMD=GNGRCUFANDNOPART St�iAi.i. lX1 921(o) Controls shall be provided to allow outside air dampers or devices to be operated ONthd1'Ft ANY WORK OR PROJECT OTHER THAN THE sPECIFiC I at the ventilation rates as specified on these plans. FOR WHICHTHEY HAVE BEEN PREPARMAND I]EVEL capable of automatically shutting off the lighting. FX I 922(f) Gravity or automatic dampers interlocked and closed on fan shutdown shall be provided on the outside air Intakes and discharges of all space conditioning and eADMMOFACCEPtANCEOFTHESE RESTRICTIONS, Ou ® 131(d)20verride for Building Lighting Shut-off: The automatic building shut-off system is exhaust systems. -14122(f) All gravity ventilating systems shall be provided with automatic or readily LNOr Fahrenheit, or within HVAC equipment, shall be Insulated in accordance with of override Is not to exceed 5,000 square feet. accessible manually operated dampers in all openings to the outside, except for combustion air openings. ® 024 Air handling duct systems shall be Installed and insulated in compliance with certified, all alternate equipment shall be certified and Installed as directed by the ® §121(f)1 Air Balancing: The system shall be balanced in accordance with the National Environmental Balancing Bureau (NESS) Procedural Standards (1933), or Ell cV M Contrails Associated Asir Balance Council (AABC) National Standards (9989); or ! im- -W=7 ® 0111 Fluorescent Ballast and Luminaires Certified: All fluorescent fixtures specified for the project are certified and holed In the Directory. All Installed fixtures shall be §121(1)2 Outside Air Certification: The system shall provide the minimum outside air as shown on the mechanical drawings, and shall be measured and certified by the installing licensed C-20 mechanical contractor and certified by (1) the design s, 0132 -Tandem Wiring for One and Three Lamp Fluorescent Fixtures: All one and three mechanical engineer, (2) the installing licenced C-20 mechanical contractor: or (3) W in m the person with overall responsibility for the design of the ventilation system; or u`CO C? 2121(f)3 Outside Air Measurement: The system shall be equipped with a calibrated local or _ wiring requirements. m remote device capable of measuring the quantity of outside air on a continuous least 10 hours If power Is interrupted; or basis and displaying that quantity on a readily accessible display divice; or ❑ M22(e)is An occupancy Sensor to control the operating period of the system; or ❑ §121(f)4 Another method approved by the Commission. I Serum Water Heating Systems { ® §113(b)2 If a circulating hot water system Is installed, it shall have a control capable of automatically turning off the circulating pump(s) when hot crater Is not requirrd. i ® §813(c) lavatories in restrooms of public facilities shall be equipped with controls to limit heating and/or a setup cooling thermostat sotpoint. the outlet temperature to 110 degrees F. r I f { { } i 3€1 t 250 square feet and that allow for the effective use of daylight In the area shall I have SO% of the lamps in each daylbt area controlled by a separate switch; or the conditioned floor area more than 25,000 square feet shall be provided with EnergyPra 4.4 by EnergySoft User Number: 1229 Job Number. 07-963 Page:26 of 2e ILIGHTING MANDATORY MEASURES LTG-i&W ROJECTNAME Bakersfield Fire Station #14 DESCRIPTION Ies nar Enforcement ® 6931(d)1 For every floor, all interior lighting systems shah be equipped with a separate automatic THE PROPERrYOFRRMD=GNGRCUFANDNOPART St�iAi.i. control to shut off the lighting. This automatic control shall meet the requirements of ONthd1'Ft ANY WORK OR PROJECT OTHER THAN THE sPECIFiC Section 119 and may be an occupancy sensory automatic time Switch, or other device FOR WHICHTHEY HAVE BEEN PREPARMAND I]EVEL capable of automatically shutting off the lighting. ® JS(a) Fan type central furnaces shall not have a pilot light. SP/E eADMMOFACCEPtANCEOFTHESE RESTRICTIONS, Ou ® 131(d)20verride for Building Lighting Shut-off: The automatic building shut-off system is provided with a manual, accessible override switch in sight of the lights. The area LNOr Fahrenheit, or within HVAC equipment, shall be Insulated in accordance with of override Is not to exceed 5,000 square feet. Standards section 923. ® §119(h) Automatic Control Devices Certified: All automatic control devices specified are ® 024 Air handling duct systems shall be Installed and insulated in compliance with certified, all alternate equipment shall be certified and Installed as directed by the manufacturer. Ell cV M Contrails 9122(e) Each space conditioning system shall be installed with one of the following., ! im- -W=7 ® 0111 Fluorescent Ballast and Luminaires Certified: All fluorescent fixtures specified for the project are certified and holed In the Directory. All Installed fixtures shall be � certified. requirements of Section 112 (d)) shall be installed with an automatic time switch s, 0132 -Tandem Wiring for One and Three Lamp Fluorescent Fixtures: All one and three tamp iluorescentfixtures are tandem wired with two lamp ballasts where required W in m by Standards Section 132; or all one and three lamp fluorescent fixtures are u`CO C? specified with electronic nigh -frequency ballasts and are exempt from tandem _ wiring requirements. m least 10 hours If power Is interrupted; or K 0131(s) individual Room/Area Controls; Each room and area In this building Is equipped ❑ M22(e)is An occupancy Sensor to control the operating period of the system; or with a separate switch or occupancy sensor device for each area with floor -to - calling walls. ® 0131(b) Uniform Reduction for Individual Rooms: All rooms and areas greater than 100 square feet and more than 0.8 watts per square foot of lighting load shall be controlled with bl-level switching for uniform reduction of lighting within the room. heating and/or a setup cooling thermostat sotpoint. ❑ 19731(c) Daylight Area Control: All rooms with windows and skylights that are greater than 250 square feet and that allow for the effective use of daylight In the area shall ❑ Fb22(g) Each space conditioning system serving multiple zones with a combined have SO% of the lamps in each daylbt area controlled by a separate switch; or the conditioned floor area more than 25,000 square feet shall be provided with effective use of daylight cannot be accomplished bemuse the windows are isolation zones. Each zonae: shall not exceed 25,000 square feet; shall be continuously shaded by a building on the adjacent lot. Diagram of shading during provided with isolation devices, such as valves or dampers, that allow the supply different times of the year Is included on plans. of heating or cooling to be setback or shut off Independently of other isolation { ❑ 0131(e) Display Lighting. display lighting shall be separately switched on circuits haat are 20 amps or less. i I EnergyPro 4.4 by EnergySoft User Number: 4229 Jab Number. 07-953 Page,.24 of 26 t e I DESCRIPTION Designer Enforcement Equipment and Systems Efficiencies THE PROPERrYOFRRMD=GNGRCUFANDNOPART St�iAi.i. '� gill Any appliance for wrhich there is a California standard established in the ONthd1'Ft ANY WORK OR PROJECT OTHER THAN THE sPECIFiC Appliance Efficiency Regulations will comply with the applicable standard. FOR WHICHTHEY HAVE BEEN PREPARMAND I]EVEL THE WRn-MN£ONSENi'OFRMDES€Cii+IGROUP. VISUALCONtACTMN ® JS(a) Fan type central furnaces shall not have a pilot light. SP/E eADMMOFACCEPtANCEOFTHESE RESTRICTIONS, Ou ® 0423 piping, except that conveying fluids at temperatures between 60 and 105 degrees THF,Srz=CLkMENMr-ORPUBUGAGENCYRgVIF-WS LNOr Fahrenheit, or within HVAC equipment, shall be Insulated in accordance with RIGHT. Standards section 923. ® 024 Air handling duct systems shall be Installed and insulated in compliance with Sections 601, 602, 603, 604, and 605 of the 21)01 CMC Standards. Ell cV M Contrails 9122(e) Each space conditioning system shall be installed with one of the following., ! im- -W=7 u ZD Ln ® 922(e)1A Each space conditioning system serving building types such as offices and manufacturing facilities (and all others not explicitly exempt from the requirements of Section 112 (d)) shall be installed with an automatic time switch s, with an accessible manual override that allows operation of the system during W in m off -hours for rap to 4 hours. The time switch shall be capable of programming u`CO C? different schedules for weekdays and weekends and have program backup _ capabilities that prevent the loss of the device's program and time setting for at m least 10 hours If power Is interrupted; or ❑ M22(e)is An occupancy Sensor to control the operating period of the system; or ❑ 0122(e)1C A 4-hourtunerthat can be manually operated to control the operating period of the system. ® 022(e)2 Each space conditioning system shall be Installed with controls that temporarily restart and temporarily operated the system as required to maintain a setback heating and/or a setup cooling thermostat sotpoint. ❑ Fb22(g) Each space conditioning system serving multiple zones with a combined conditioned floor area more than 25,000 square feet shall be provided with isolation zones. Each zonae: shall not exceed 25,000 square feet; shall be provided with isolation devices, such as valves or dampers, that allow the supply of heating or cooling to be setback or shut off Independently of other isolation areas; and shall be controlled by a time control device as described above. ® 9 22(a&b) Each space conditioning system shall be controlled by an Individual thermostat that responds to temperature within the zone. Where used to control heating, the control shall be adjustable down to 55 degrees F or lower. For cooling, the = - control shall be adjustable up to 86 degrees F or higher. Where used for both heating and cooling, the control shall be capable of providing a deadband of at least 5 degrees F within which the supply of heating and cooling is shut off or reduced to a minimum. ® 9122(c) Thermostats shall have numeric setpoluts in degrees Fahrenheit (F) and adjustable setpolart stop=s accessible only to authorized personnel. ❑ §112(b) Beat pumps shall be instailedwith controls to prevent electric resistance supplementary heater operation when the heating load can be Met by the heat pump alone. Ene3rgyft 4.4 by EnergySoft user Number 1221 Jab Number 07-963 Page:25 of 25 0. •! 4 K 41'A�`410 THE INCLUDED DR4WI11G%8111111FIOM0118, IDEAffi, N3 AND ARRANGEMEVTS REPRESENTED 1HERERYRiiEANt?8 REMN THE PROPERrYOFRRMD=GNGRCUFANDNOPART St�iAi.i. BECOP€ED,DISCLOSE'DTOOTHERS ORUSED IMCON ONthd1'Ft ANY WORK OR PROJECT OTHER THAN THE sPECIFiC tROJECT FOR WHICHTHEY HAVE BEEN PREPARMAND I]EVEL THE WRn-MN£ONSENi'OFRMDES€Cii+IGROUP. VISUALCONtACTMN THESE DRAW1NWORSKCiFiCATMSSHAiLCONSiT M SP/E eADMMOFACCEPtANCEOFTHESE RESTRICTIONS, Ou AL Oz THF,Srz=CLkMENMr-ORPUBUGAGENCYRgVIF-WS LNOr SE CONSIDERED AYYAIVEROFRRMDMIGNGROU RIGHT. 07163T24.ftg JOB NUMBERu 11079514 y A /M SHEET T24A �9 to t. .X F ;n. 4 Ell cV M ! im- -W=7 u ZD Ln 20 cz --t Ln s, W in m u`CO C? _ p JJ Lt cci m 07163T24.ftg JOB NUMBERu 11079514 y A /M SHEET T24A �9 to t. .X F ;n. 07163T24.ftg JOB NUMBERu 11079514 y A /M SHEET T24A .X F ;n. 07163T24.ftg JOB NUMBERu 11079514 y A /M SHEET T24A BUILDING CATEGORY (From Section 146 Table 148-B) WATTSCOMPLETE PER SF BLDG. AREA ALLOWEL WATTS Police/Fire Station 13.90 756 680 AREA CATEGORY (From Section 146 Table 146-C) WATTS PER SF AREA (SF) ALLOWED WATTS Police/Fire Station 13.90 756 680 Office 1.20 250 300 Lobby, Main Entry 1.50 225 338 Kitchen, Food Pre aration 1.60 246 394 Industrial Work Hi h Bay 1.10 3,202 3,522 Housing, Commons Dorm/Senior 1,50 705 1,058 Housing. Commons Multi -Family 1.00 502 502 Exercise Gymnasium 1.00 462 462 Dining 1,10 2401 264 Corridor/Restroom/Support 0.60 1,0251 615 LIGHTING MANDATORY MEASURES LTG -TVI PROJECT NAME DATE Bakersfield Fire Station #14 1/24/2008 DESCRIPTION Designer Enforcement LamPs/Ballasts NOTE E T FIELD 20 $ ❑i 131(d)1Fo every floor, all Interior lighting systems shall beequipped soperate auton elle C control to shut off the fighting. This automatic control shall meet the requirements E I F I G H I Section 118 and may be an occupancy sensor, automatic time switch, or other devic a LIGHTING capable of automatically shutting off the lighting, ROOM DAYLIGHTING WINDOW SKYLIGHT WATTS OF LIGHTING Q 131(d)20verdde for Building Lighting Shut-off: The automatic building shut-off system is CONDITIONED AREAS CONTROL DESCRIPTION provided with a manual, accessible override switch In sight of the lights. The area AREA (SF) WALL GLAZING EFFECTIVE CONTROL RATIO VLT PEILIGHTING of override Is not to exceed 5,000 square feet. WATTS (H x I) Comm. equip. room 10 OCC Sensor - <-- 25 Occ Sensor - <= 250 serf -1.0 O119(h) Automatic Control Devices Certified, All automatic control devices specified are certified, all alternate equipment shall be certified and installed as directed by the manufacturer. 4' Fluorescent wrap {architectural) { ®III Fluorescent Ballast and Luminaires Certified: All fluorescent fixtures specified for A2 90 the project are certified and listed In the Directory. All Installed fixtures shall be azo 13 certified. e sofftt ` B3 O132 Tandem Wiring for One and Three Lamp Fluorescent Fixtures: All one and three 1 124 0.20 lamp fluorescent fixtures are tandem wired with two tamp ballasts where required by Standards Section 132; or all one and three lamp fluorescent fixtures are Medicalsupply1SCBA Oce Se <= 250 specified with electronic high -frequency ballasts and are exempt from tandem & Fluor. wrap, dimmable Squad Room 115 wiring requirements. Dimming -Manual E1 3 Q131(x) Individual Room/Area Controls: Each room and area In this building Is equipped Squad Room 115 192 with a separate switch or occupancy sensor device for each area with floor -to - 0,20 $ ceiling walls. Occ Sensor - <= 250soft B2 B2 1 OLTG-1-C, Parts 1 of 4 and 2 of 4 -.Certificate of Compliance. Part 1 of 4 and 2 of 4 are required for all submittals Q131(b) Uniform Reduction for individual Rooms: All rooms and areas greater than 100 square feat and more than 0.8 watts per square foot of lighting load shall be V Fluor. strip, under cabinet 81 1 controlled with bl-lavel switching for uniform reduction of fighting within the room. Restroom 108 62 131(0) Daylight Area Control: All rooms with windows and skylights that are greater than 12 station office 104 250 square feet and that allow for the effective use of daylight In the area shall D1 250 have 50°!r of the lamps in each dayNt area controlled by a separate switch; or the effective use of daylight cannot be accomplished because the windows are 0.20 6 continuously shaded by a building on the adjacent lot Diagram of shading during different times of the year Is Included on plans. 250 Occ Sensor-<= soft 01 C1 250 96 131(e) Display Lighting. Display lighting shall be separately switched on circuits that are 20 amps or lass, tion Office 104 ec sensor - <= 25fl F1 250, £nergyPro 4.2 by EnargirSoft User Number. 6405 Job Numbsr:07.8118 Paga:t0 of 1D K:\DWGS\07-8118\07-811BEI'240.dWg - Helen - Jul 02, 2008 - 2:12pm LIGHTING CONTROLS CREDIT WORKSHEET (Part 1 of 2) LTG -4-C :ONTROL CREDITS FOR CONDITIONED SPACES 'ROJECT NAME DATE Bakersfield Fire Station #14 11241 0 PAGE TOTAL 692 1 From Equation 146-A 2) From Table 146-A BUILDING TOTAL 692 Enter in LTG -2-C: Lighting Control Credit EnergyPro 4.2 by EnergySoft User Number. 6405 Job Number. 07-8118 Pa e:7 or 70 LIGHTING CONTROLS CREDIT WORKSHEET (Part 2 of 2) LTG -4-C :ONTROL CREDITS FOR UNCONDITIONED SPACES °ROJECT NAME DATE Bakersfield Fire Station #14 1/24f2008 Luminaire CONTROL (Occupant,Day}igmtTEming, etc. LamPs/Ballasts NOTE E T FIELD 20 $ A B C D E I F I G H I J ROOM # 20 NE ID LIGHTING r r ROOM DAYLIGHTING WINDOW SKYLIGHT WATTS OF LIGHTING CONTROL CREDIT CONDITIONED AREAS CONTROL DESCRIPTION PLAN REF. AREA (SF) WALL GLAZING EFFECTIVE CONTROL RATIO VLT PEILIGHTING ADJUST. FACTOR WATTS (H x I) Comm. equip. room 10 OCC Sensor - <-- 25 Occ Sensor - <= 250 serf -1.0 PtIASE OF CONSTRUCTION ® NEW CONSTRUCTION ❑ ADDITION ❑ ALTERATION Bi 4' Fluorescent wrap {architectural) { ft A2 90 66 azo 13 e ca suPP YJ AOcc e sofftt ` B3 192 1 124 0.20 25 Medicalsupply1SCBA Oce Se <= 250 ell & Fluor. wrap, dimmable Squad Room 115 ❑ I affirm that I am eligible under the exemption to Division 3 f he s4oss , d Professions Code to sign this document because it pertains to a Dimming -Manual E1 3 soft Squad Room 115 192 32 0,20 $ Clean-up 124 Occ Sensor - <= 250soft B2 B2 1 OLTG-1-C, Parts 1 of 4 and 2 of 4 -.Certificate of Compliance. Part 1 of 4 and 2 of 4 are required for all submittals StorsoeJUtilityli,pnitor 11 C2 V Fluor. strip, under cabinet 81 1 OLTG-4-C: Lighting Controls Credit Worksheet Restroom 108 62 0.20 12 station office 104 bac se S <, 250 Soft D1 250 28 0.20 6 laugh ae 1 4 250 Occ Sensor-<= soft 01 C1 250 96 020 19 tion Office 104 ec sensor - <= 25fl F1 250, 1861 0.20 37 Apparatus Bay 118 Occ ss soft - <= 25© B2 3,202 62 0.20 12 Apparatus Bay 118 Dimming w(Occ sensor 84 3 202 1,736 0.25 434 Squad Room 115 Dimming - Manual Occ Sensor - <= 25.0 soft D2 1 71 8' Fluor, indirectrdire0t, dimmed Occ Sens or - <= 250 sM E1 502 102 52" Sweep ceiling fanflight 10 Squad Room 115 Dimming - Manual D31 502 180 ___Q.10 0,10 1$ Janitor 122 Occ Sensor - <= 250 G1 Mushroom shape, restroom light 1 S ernapsfl1'li3tyl Occ Se <=250 ssor- B4 139 62 0.20 12 Restroom 108 occ sensor - <= 250 G1 128 6$ 0.20 14 Restroom 108 Occ Sensor - <= 250 E 12 17 0.20 Restroom 108 Occ Sensor - <= 250 Restroom 106 Occ Sensor -<= 250 oft E3 106 17 0.20 3 Restroom 106 Occ Sensor - r_ 250 soft Ql 1 ns 68 2 14 Restroom 106 Occ Sensor - r_ 250 02 106 17 0.20 3 Restroom 105 Occ Sensor­ff- r_ 250 Gll 108 6$ 0.20 14 Restroom 105 Occ Sensor - <= 250 E3 SCAR 1,08 17 2 3 Restroom 105 Occ Sensor-<= 250 saft02 108 17 0.20 3 Restroom 103 Occ Sensor - <= 250SOP BI 67 62 12 12 PAGE TOTAL 692 1 From Equation 146-A 2) From Table 146-A BUILDING TOTAL 692 Enter in LTG -2-C: Lighting Control Credit EnergyPro 4.2 by EnergySoft User Number. 6405 Job Number. 07-8118 Pa e:7 or 70 LIGHTING CONTROLS CREDIT WORKSHEET (Part 2 of 2) LTG -4-C :ONTROL CREDITS FOR UNCONDITIONED SPACES °ROJECT NAME DATE Bakersfield Fire Station #14 1/24f2008 PAGE TOTAL 12 1jj From Equation 148-A-. 2) From Table 146-A BUILOING TOTAL 12 Enter in LTG -2-C: Lighting Control Credit Er' ergYPro4.2 by Energysoft User Number. 6405 Job Number. 07-8118 Pags:8o€10 iND0- OR LIGHTING SCHEDULE (Part 1 of 2) LTG -2-C PROJECT NAME DATE Bakersfield Fire Station #14 1/2412008 INSTALLED LIGHTING POWER FOR CONDITIONED SPACES Luminaire CONTROL (Occupant,Day}igmtTEming, etc. LamPs/Ballasts NOTE E T FIELD Installed Watts EnergyPrQ4,21byEnergySoft Occ Sensor - <= 250 scift ROOM ZONE ID r rNED LIGHTING CONTROLAREAS DESCRIPTION Medical supplyiSCBA -rr •• s s _r - _ ,r s- r r Ci9C m•^5 . Al I SP35 s Oce Sensor - <= 250 soft 33. 664 A2 2`x4' Fluor. troffer, flat wht. acrylic lens 13 Occ Sensor - <= 250 serf -1.0 PtIASE OF CONSTRUCTION ® NEW CONSTRUCTION ❑ ADDITION ❑ ALTERATION Bi 4' Fluorescent wrap {architectural) { C1 3 Parts 1 and 6 of the California Code of Regulations. Thi c e appl' $ only to building lighting requirements. Station Office 104 82 4' Flourescentwrap, low profile F1 1 documents is consistent with the other compliance forms and worksheets, with the specifications, and With any other A oaratus Bav 11 contained in Sections 110, 113, 130 - 132, 146, 148 & 149 of Title 24, Part 6. B3 8' Fluor. wrap, low profile, dimmable ❑ The operation & maintenance information meet the requirements of Part 6 (10-1030). Apparatus Be119 2.0 124 X 1 124 B4 & Fluor. wrap, dimmable Squad Room 115 ❑ I affirm that I am eligible under the exemption to Division 3 f he s4oss , d Professions Code to sign this document because it pertains to a Dimming -Manual E1 3 91 Squad Room 115 LIC. # Dimming - Manual D3 9 1/24/2008 C1 4' Fluor, strip, under cabinet Occ Sensor - <= 250 soft B2 1 OLTG-1-C, Parts 1 of 4 and 2 of 4 -.Certificate of Compliance. Part 1 of 4 and 2 of 4 are required for all submittals StorsoeJUtilityli,pnitor 11 C2 V Fluor. strip, under cabinet 81 1 OLTG-4-C: Lighting Controls Credit Worksheet Restroom 108 CMLTG-6-C: Tailored Method Worksheet D1 6" Fluor. dawn€fight, clear glass lents CILTG-B-C: Line Voltage Track Lighting Worksheet Restroom 106 Coo Sensor - <= 250 s , D2 Fluor. downlighto'frame-inwldropopal lens Restroom 108 Occ Sensor - <= 250 s ff D2 1 D3 W lax voltage downlighE 70W DOI 16 11 20 1 f 20,171 X 171 340 E1 Decorative vel! seance nQTT qPX3.9E2 G1 2 Restroom 106 Uplight perforated sconce D2 1 F Restroom 105 E3 2' Fluor. linear vanity light Restroom 105 Occ Sensor - <= 250 soft E4 2` Fluor. linear vanity light Restroom 105 Occ Sensor - <= 25.0 soft D2 1 71 8' Fluor, indirectrdire0t, dimmed Occ Sens or - <= 250 sM B1 1 F2 52" Sweep ceiling fanflight F3 Decorative pendant, Lobby, prairie style G1 Mushroom shape, restroom light PAGE TOTAL 12 1jj From Equation 148-A-. 2) From Table 146-A BUILOING TOTAL 12 Enter in LTG -2-C: Lighting Control Credit Er' ergYPro4.2 by Energysoft User Number. 6405 Job Number. 07-8118 Pags:8o€10 iND0- OR LIGHTING SCHEDULE (Part 1 of 2) LTG -2-C PROJECT NAME DATE Bakersfield Fire Station #14 1/2412008 INSTALLED LIGHTING POWER FOR CONDITIONED SPACES PAGETOTAL rJ 798 BUILDING TOTAL (sum of all pages) 5, 798 PORTABLE LIGHTING (From LTG -3-C) CONTROL CREDIT (From LTG -4-C) 1392 ADJUSTED ACTUAL WATTS rJ 106 Enarq Pre 4,2 bygnerqySoft User Number: 6405 Job Number. 07-8116 Pa e:5 of 10 INDOOR LIGHTING SCHEDULE (Part 2 of 2) LTC -2-C PROJECT NAME DATE Bakersfield Fire Station #14 1 /2412008 IMALLID LIGHTING POWER W UNCONDITION0 Luminaire CONTROL (Occupant,Day}igmtTEming, etc. LamPs/Ballasts NOTE E T FIELD Installed Watts EnergyPrQ4,21byEnergySoft Occ Sensor - <= 250 scift A2 2 PRINCIPAL DESIGNER - LIGHTING Medical supplyiSCBA Test Performed By, Name Type Description 3 C ^C w' 3m ami Ci9C m•^5 C L1 o'mC ° c Al 2'x2' F€udr.Troffer, prismatic fens 9=8 SP35 2 3 Oce Sensor - <= 250 soft 33. 664 A2 2`x4' Fluor. troffer, flat wht. acrylic lens 13 Occ Sensor - <= 250 serf -1.0 PtIASE OF CONSTRUCTION ® NEW CONSTRUCTION ❑ ADDITION ❑ ALTERATION Bi 4' Fluorescent wrap {architectural) { C1 3 Parts 1 and 6 of the California Code of Regulations. Thi c e appl' $ only to building lighting requirements. Station Office 104 82 4' Flourescentwrap, low profile F1 1 documents is consistent with the other compliance forms and worksheets, with the specifications, and With any other A oaratus Bav 11 contained in Sections 110, 113, 130 - 132, 146, 148 & 149 of Title 24, Part 6. B3 8' Fluor. wrap, low profile, dimmable ❑ The operation & maintenance information meet the requirements of Part 6 (10-1030). Apparatus Be119 2.0 124 X 1 124 B4 & Fluor. wrap, dimmable Squad Room 115 ❑ I affirm that I am eligible under the exemption to Division 3 f he s4oss , d Professions Code to sign this document because it pertains to a Dimming -Manual E1 3 91 Squad Room 115 LIC. # Dimming - Manual D3 9 1/24/2008 C1 4' Fluor, strip, under cabinet Occ Sensor - <= 250 soft B2 1 OLTG-1-C, Parts 1 of 4 and 2 of 4 -.Certificate of Compliance. Part 1 of 4 and 2 of 4 are required for all submittals StorsoeJUtilityli,pnitor 11 C2 V Fluor. strip, under cabinet 81 1 OLTG-4-C: Lighting Controls Credit Worksheet Restroom 108 CMLTG-6-C: Tailored Method Worksheet D1 6" Fluor. dawn€fight, clear glass lents CILTG-B-C: Line Voltage Track Lighting Worksheet Restroom 106 Coo Sensor - <= 250 s , D2 Fluor. downlighto'frame-inwldropopal lens Restroom 108 Occ Sensor - <= 250 s ff D2 1 D3 W lax voltage downlighE 70W DOI 16 11 20 1 f 20,171 X 171 340 E1 Decorative vel! seance nQTT qPX3.9E2 G1 2 Restroom 106 Uplight perforated sconce D2 1 F Restroom 105 E3 2' Fluor. linear vanity light Restroom 105 Occ Sensor - <= 250 soft E4 2` Fluor. linear vanity light Restroom 105 Occ Sensor - <= 25.0 soft D2 1 71 8' Fluor, indirectrdire0t, dimmed Occ Sens or - <= 250 sM B1 1 F2 52" Sweep ceiling fanflight F3 Decorative pendant, Lobby, prairie style G1 Mushroom shape, restroom light PAGETOTAL rJ 798 BUILDING TOTAL (sum of all pages) 5, 798 PORTABLE LIGHTING (From LTG -3-C) CONTROL CREDIT (From LTG -4-C) 1392 ADJUSTED ACTUAL WATTS rJ 106 Enarq Pre 4,2 bygnerqySoft User Number: 6405 Job Number. 07-8116 Pa e:5 of 10 INDOOR LIGHTING SCHEDULE (Part 2 of 2) LTC -2-C PROJECT NAME DATE Bakersfield Fire Station #14 1 /2412008 IMALLID LIGHTING POWER W UNCONDITION0 PAGE TOTAL 62 BUILDING TOTAL (sum of all pages) 62 CONTROL CREDIT (From LT64C) 12 ADJUSTED ACTUAL WATTS 50 EnergyPm 4,2 by Energ Saft User Number: 6405 Job Number. 07-8118 Page:$ of to CERTIFICATE OF COMPLIANCE (Park 3 of 4) LTG -1- PROJECT NAME DATE Bakersfield Fire Station #14 1124/2008 NTR LS FOR CREDIT IN CONDITI RED AND UNCONDITIONED SPACES CONTROL LOGATIO (Room # or Dwg. #) CONTROL IDENTIFICATION CONTROL (Occupant,Day}igmtTEming, etc. CONTROL NOTE E T FIELD Comm, equip, room 10 EnergyPrQ4,21byEnergySoft Occ Sensor - <= 250 scift A2 2 PRINCIPAL DESIGNER - LIGHTING Medical supplyiSCBA Test Performed By, Occ Sensor - <= 250 sqft B3 1 • wrap, Ow Profile ®�m Equipment requiring acceptance testing �111e1owl C1 1 l.�■� - �__-_■■__ Oce Sensor - <= 250 soft 62 1 Station Office 104 13 Occ Sensor - <= 250 serf D1 1 PtIASE OF CONSTRUCTION ® NEW CONSTRUCTION ❑ ADDITION ❑ ALTERATION Station Offi5e 104 COMPLIANCE COMMON LIGHTING oco sensor- <=250 self C1 3 Parts 1 and 6 of the California Code of Regulations. Thi c e appl' $ only to building lighting requirements. Station Office 104 DOCUMENTATION AUTHORSI DATE Occ Sensor - <= 250 scift F1 1 documents is consistent with the other compliance forms and worksheets, with the specifications, and With any other A oaratus Bav 11 contained in Sections 110, 113, 130 - 132, 146, 148 & 149 of Title 24, Part 6. Oco Sensor - <= 250 soft 62 1 ❑ The operation & maintenance information meet the requirements of Part 6 (10-1030). Apparatus Be119 I hereby affirm that I am eligible under the provisions of Division 3 of the business and Professions Code to sign this document as the person Dimmin w10ccSensor 84 5 [:]I a;Frm that! am eligible under the provisions of Division 3 of the Business and Pro essions Code by Section 5537.2 or 6737.3 to sign this Squad Room 115 ❑ I affirm that I am eligible under the exemption to Division 3 f he s4oss , d Professions Code to sign this document because it pertains to a Dimming -Manual E1 3 91 Squad Room 115 LIC. # Dimming - Manual D3 9 1/24/2008 Janitor 122 LIGHTING MANDATORY MEASURES Occ Sensor - <= 250 soft B2 1 OLTG-1-C, Parts 1 of 4 and 2 of 4 -.Certificate of Compliance. Part 1 of 4 and 2 of 4 are required for all submittals StorsoeJUtilityli,pnitor 11 0LTG-1-C, Part 4 of 4! Certificate of Compliance. Part 4 of 4 submittal is required when lighting controls are installed oCc Sensor - <= 250 soft 81 1 OLTG-4-C: Lighting Controls Credit Worksheet Restroom 108 CMLTG-6-C: Tailored Method Worksheet Occ Sensor - r 250 s ft G1 2 CILTG-B-C: Line Voltage Track Lighting Worksheet Restroom 106 Coo Sensor - <= 250 s , E3 1 Restroom 108 Occ Sensor - <= 250 s ff D2 1 106 Occ sensor - <= 250 soft E3 1 _'Restroorn Restroom 106 Occ Sensor- <= 250 soft G1 2 Restroom 106 Occ Sensor- <= 250 soft D2 1 Restroom 105 Ooc ensor - <= 250 soft G,1 2 Restroom 105 Occ Sensor - <= 250 soft E3 1 Restroom 105 Occ Sensor - <= 25.0 soft D2 1 Restroom 103 Occ Sens or - <= 250 sM B1 1 PAGE TOTAL 62 BUILDING TOTAL (sum of all pages) 62 CONTROL CREDIT (From LT64C) 12 ADJUSTED ACTUAL WATTS 50 EnergyPm 4,2 by Energ Saft User Number: 6405 Job Number. 07-8118 Page:$ of to CERTIFICATE OF COMPLIANCE (Park 3 of 4) LTG -1- PROJECT NAME DATE Bakersfield Fire Station #14 1124/2008 NTR LS FOR CREDIT IN CONDITI RED AND UNCONDITIONED SPACES CONTROL LOGATIO (Room # or Dwg. #) CONTROL IDENTIFICATION CONTROL (Occupant,Day}igmtTEming, etc. CONTROL NOTE E T FIELD Comm, equip, room 10 EnergyPrQ4,21byEnergySoft Occ Sensor - <= 250 scift A2 2 PRINCIPAL DESIGNER - LIGHTING Medical supplyiSCBA Test Performed By, Occ Sensor - <= 250 sqft B3 1 - Occupancy Sensor Acceptance - Manual Daylight Controls Acceptance - Automatic Time Switch Control Acceptance Medical su 11SCBA Equipment requiring acceptance testing Occ Sensor- <= 250 sqft C1 1 ❑ LTG -3-A: Automatic Dayiighting Controls Acceptance Document Clean-uc 124 Equipment requiring acceptance testing Oce Sensor - <= 250 soft 62 1 Station Office 104 13 Occ Sensor - <= 250 serf D1 1 PtIASE OF CONSTRUCTION ® NEW CONSTRUCTION ❑ ADDITION ❑ ALTERATION Station Offi5e 104 COMPLIANCE COMMON LIGHTING oco sensor- <=250 self C1 3 Parts 1 and 6 of the California Code of Regulations. Thi c e appl' $ only to building lighting requirements. Station Office 104 DOCUMENTATION AUTHORSI DATE Occ Sensor - <= 250 scift F1 1 documents is consistent with the other compliance forms and worksheets, with the specifications, and With any other A oaratus Bav 11 contained in Sections 110, 113, 130 - 132, 146, 148 & 149 of Title 24, Part 6. Oco Sensor - <= 250 soft 62 1 ❑ The operation & maintenance information meet the requirements of Part 6 (10-1030). Apparatus Be119 I hereby affirm that I am eligible under the provisions of Division 3 of the business and Professions Code to sign this document as the person Dimmin w10ccSensor 84 5 [:]I a;Frm that! am eligible under the provisions of Division 3 of the Business and Pro essions Code by Section 5537.2 or 6737.3 to sign this Squad Room 115 ❑ I affirm that I am eligible under the exemption to Division 3 f he s4oss , d Professions Code to sign this document because it pertains to a Dimming -Manual E1 3 91 Squad Room 115 LIC. # Dimming - Manual D3 9 1/24/2008 Janitor 122 LIGHTING MANDATORY MEASURES Occ Sensor - <= 250 soft B2 1 OLTG-1-C, Parts 1 of 4 and 2 of 4 -.Certificate of Compliance. Part 1 of 4 and 2 of 4 are required for all submittals StorsoeJUtilityli,pnitor 11 0LTG-1-C, Part 4 of 4! Certificate of Compliance. Part 4 of 4 submittal is required when lighting controls are installed oCc Sensor - <= 250 soft 81 1 OLTG-4-C: Lighting Controls Credit Worksheet Restroom 108 CMLTG-6-C: Tailored Method Worksheet Occ Sensor - r 250 s ft G1 2 CILTG-B-C: Line Voltage Track Lighting Worksheet Restroom 106 Coo Sensor - <= 250 s , E3 1 Restroom 108 Occ Sensor - <= 250 s ff D2 1 106 Occ sensor - <= 250 soft E3 1 _'Restroorn Restroom 106 Occ Sensor- <= 250 soft G1 2 Restroom 106 Occ Sensor- <= 250 soft D2 1 Restroom 105 Ooc ensor - <= 250 soft G,1 2 Restroom 105 Occ Sensor - <= 250 soft E3 1 Restroom 105 Occ Sensor - <= 25.0 soft D2 1 Restroom 103 Occ Sens or - <= 250 sM B1 1 NOTES TO FIELD - For Buildina De artment Use O I DATE 1/24/2008 Designer: This form is to be used by the designer and attached to the plans. Listed below are all the acceptan tests for lighting systems. The designer Is required to check the boxes b all acceptancetonce tests that apply and list all equipment that require an acceptance test. If all equipment of a certain type require a test, list the equipment description and the number of systems to be tested in parentheses. The NJ number designates the Section in the Appendix of the Nonresidential ACM Manual that describes the test. Also indicate the person responsiblefor performing the tests (i.e, the installing contractor, desig professional or an agent selected by the owner). Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Building Departments: Before an occupancy permit is granted for a newly constructed building or space, or a new lighting system system serving a building or space is operated for normal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. In addition a Certificate of Acceptance, LTG -1-A, Forms shall be submitted to the building departmen EnergyPrQ4,21byEnergySoft User Number. 6405 Job Number,07-6118 Pa e3 of 10 CERTIFICATE OF COMPLIANCE (Part 4 of 4) PROJECT NAME Bakersfield Fire Station #14 DATE 1/24/2008 Designer: This form is to be used by the designer and attached to the plans. Listed below are all the acceptan tests for lighting systems. The designer Is required to check the boxes b all acceptancetonce tests that apply and list all equipment that require an acceptance test. If all equipment of a certain type require a test, list the equipment description and the number of systems to be tested in parentheses. The NJ number designates the Section in the Appendix of the Nonresidential ACM Manual that describes the test. Also indicate the person responsiblefor performing the tests (i.e, the installing contractor, desig professional or an agent selected by the owner). Since this form will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Building Departments: Before an occupancy permit is granted for a newly constructed building or space, or a new lighting system system serving a building or space is operated for normal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. In addition a Certificate of Acceptance, LTG -1-A, Forms shall be submitted to the building departmen that: A. Certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of 10-103(b) and Title 24 Part 6. PRINCIPAL DESIGNER - LIGHTING TELEPHONE Test Performed By, ❑ LTG -2-A: Lighting Control Acceptance Document mi - Occupancy Sensor Acceptance - Manual Daylight Controls Acceptance - Automatic Time Switch Control Acceptance TELEPHONEChecked Equipment requiring acceptance testing Thoma Electric, Inc 850 543-3850 ❑ LTG -3-A: Automatic Dayiighting Controls Acceptance Document GENERAL INFORMATION Equipment requiring acceptance testing BUILDING CONDITIONED FLOOR AREA CLIMATE ZONE 7,613 sq.Ft. 1 13 BUILDING TYPE ® NONRESIDENTIAL ❑ HiGH RISE RESIDENTIAL ❑ HOTELJMOTEL GUEST ROOM ® CONDITIONED SPACES ® UNCONDITIONED SPACES ❑ INDOOR & OUTDOOR SIGNS PtIASE OF CONSTRUCTION ® NEW CONSTRUCTION ❑ ADDITION ❑ ALTERATION METHOD OF LIGHTING ® COMPLETE BUILDING ❑ AREA CATEGORY ❑ TAILORED [] PERFORMANCE COMPLIANCE COMMON LIGHTING STATEMENT OF COMPLIANCE EnefgyPrc 4.2 by Ena art User Number. 6405 Job Number.07-8118 Page:4 of 10 CERTIFICATE OF COMPLIANCE (Part 1 of 4) LTG -1 -C1 PROJECT NAME DATE Bakersfield Fire Station #14 1/2412008 PROJECT ADDRESS ALL Bakersfield User Number. 6405 Job Number.07-8118 P-iI of 10 Building PRINCIPAL DESIGNER - LIGHTING TELEPHONE VVilliam A. Thoma 805) 543-3850 mi DOCUMENTATION AUTHOR TELEPHONEChecked byJDate Thoma Electric, Inc 850 543-3850 EntorcementA enc use GENERAL INFORMATION DATE OF PLANS BUILDING CONDITIONED FLOOR AREA CLIMATE ZONE 7,613 sq.Ft. 1 13 BUILDING TYPE ® NONRESIDENTIAL ❑ HiGH RISE RESIDENTIAL ❑ HOTELJMOTEL GUEST ROOM ® CONDITIONED SPACES ® UNCONDITIONED SPACES ❑ INDOOR & OUTDOOR SIGNS PtIASE OF CONSTRUCTION ® NEW CONSTRUCTION ❑ ADDITION ❑ ALTERATION METHOD OF LIGHTING ® COMPLETE BUILDING ❑ AREA CATEGORY ❑ TAILORED [] PERFORMANCE COMPLIANCE COMMON LIGHTING STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building features and p rfcrmance specifications needed to comply With Title 24, Parts 1 and 6 of the California Code of Regulations. Thi c e appl' $ only to building lighting requirements. The documentation preparer hereby certifies that the do I ccurate and complete. DOCUMENTATION AUTHORSI DATE William A. Thoma 1/24/2008 The Principal Lighting Designer hereby certifies that the 0opMdbuilding design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and With any other calculations submitted with this permit application. The proposed building has been designed to meet the lighting requirements contained in Sections 110, 113, 130 - 132, 146, 148 & 149 of Title 24, Part 6. ❑ The plans & specifications meet the requirements of Part 6 (Sections 10.103x). ❑ The installation certificates meet the requirements of Part 6 (10-103a 3). ❑ The operation & maintenance information meet the requirements of Part 6 (10-1030). Please Check One: (These sections of the Business and Professions Code are printed in full in the Nonresidential Manual.) I hereby affirm that I am eligible under the provisions of Division 3 of the business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of California as a civil engineer or electrical engineer, or t am a licensed architect. [:]I a;Frm that! am eligible under the provisions of Division 3 of the Business and Pro essions Code by Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed ntractor performing this work ❑ I affirm that I am eligible under the exemption to Division 3 f he s4oss , d Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to u i A a fessions Code Sections 5537, 5538 and 6737.1. PRINCIPAL LIGHTING DESIGNER - NAME 91 DATE LIC. # VMlliam A. Thoma 1/24/2008 10757 LIGHTING MANDATORY MEASURES Indicate location on plans of Note Block for Mandatory Measures LIGHTING COMPLIANCE FORMS & WORKSHEETS Check box if worksheet is included OLTG-1-C, Parts 1 of 4 and 2 of 4 -.Certificate of Compliance. Part 1 of 4 and 2 of 4 are required for all submittals 0LTG-I-C, Part 3 of 4: Certificate of Compliance. Part 3 of 4 submittal is required only if Control Credits are claimed 0LTG-1-C, Part 4 of 4! Certificate of Compliance. Part 4 of 4 submittal is required when lighting controls are installed IZLTG-2-C: Indoor Lighting Schedule RLTG-3-C: Portable Lighting Worksheet OLTG-4-C: Lighting Controls Credit Worksheet OLTG-5-C: Indoor Lighting Power Allowance CMLTG-6-C: Tailored Method Worksheet 13LTG-7-C: Room Cavity Ratio Worksheet ClLTG-B-C: Common Lighting Systems Method Worksheet CILTG-B-C: Line Voltage Track Lighting Worksheet Ener Pro 42 by Ene Soft User Number: 6445 Join Number. 07-8118 Page:1 of 30 CERTIFICATE OF COMPLIANCE (Part 2 of 4) LTG -1 - PROJECT NAME DATE Bakersfield Fire Station #14 1 1/2412008 INSTALLED INDOOR LIGHTING POWER FOR CONDITIONED AND UNCONDITIONED SPACES INSTALLED WATTS INSTALLED LIGHTING, CONDITIONED SPACES (From LTG -2-0) 5,798 PORTABLE LIGHTING (From LTG -3-C) 0 LIGHTING CONTROL CREDIT, CONDITIONED SPACES (From LTG -4-C) 692 CONDITIONED SPACE ADJUSTED INSTALLED LIGHTING POWER 5105 INSTALLED LIGHTING, UNCONDITIONED SPACES (From LTG -2-C) 62 LIGHTING CONTROL CREDIT, UNCONDITIONED SPACES (From LTG4-C) 92 UNCONDITIONED SPACE ADJUSTED INSTALLED LIGHTING POWER 50 ALLOWED INDOOR LIGHTING POWER FOR CONDITIONED SPACES MX COMPLETE BUILDING METHOD (From LTG -S -C) ALLOWED ❑ AREA CATEGORY METHOD (From LTG -5-C) TS ❑ TAILORED METHOD (From LTG -5-C) ALLOWED LIGHTING POWER 6,134 ALTER ATE COMPLIANCE © PERFORMANCE METHOD ❑ COMMMON LIGHTING SYSTEM (From LTG -8-C) ALLOWED INDOOR LI HTI POWER FOR UNCONDITIONED PACES (From LTG -5-C) 58 CONTROL LOCATIO CONTROL CONTROL TYPE Check if I NOTE TO (Room #) IDENTIFICATION (Auto Time Switch, Dimming, etc.) SPACE CONTROLLED Daylightin4 FIELD NOTES TO FIELD -For Buildin Department Use Only ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL R N THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF ALL EneN Aro 4.2 £he o Saft User Number. 6405 Job Number.07-8118 P-iI of 10 X0.9•: X99 IF THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGN ND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL R N THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF ALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION STH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PRO CT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED YVI OUT THE WRITTEN CONSENT Of RRM DESIGN GROUP. VISUAL CO NTR mi THESE DRAWINGS OR SPECIFICATIONS SHALL CWNSTITUECONCL SIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITT OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SH OT SE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S Rt TS. RRM DESIGN GROUP COPYRIGHT 2 07 RRM is a California Corporati n P.O. Box 1167 - 3562 Empleo St. San Luis Obispo, CA 93406 Phone: (805) 543-3850 Fox: (805) 543-3829 cod0thomaelec.eom C.J. EXPIRES: 06/30/09 THOMA #07-8118 R4O C7 it �t C, CO U C 0 c � tTi Cn v� r tS� Q Cm3 F0 --- Q> CD 2 rj � eP tcs co 0 L0 CO P- Int. M I♦ Ul t 1 t y„ r � •ar ROJECT NAME FBakersfield Fire Station #14 DATE 2/26/2008 A A. Hardscape Method ii Hardscape for drivewa s, site roads, sidewalks walkwa s and bikewa s i A B List Specific Application Table 147-A) Lengfih of 25' wide path incorporating a much of he awed area as possible, C D E F G H I J I K L IM I N O Lighting Application Category (Table 147 A)Description co 0... -` c ' ti Checklist ❑Section 147 (c)1 B - Each portion of all illuminated areas has been assigned only one lighting application, and the applications are consistent with the actual use of the areas. Section 147 (C)1 A - General illumination areas includes only those illuminated areas that in the bounds of the Application and are with a square pattern around a luminaire that is six times the luminaire mounting height, with the luminaire in the middle of the pattern, less any areas that are within buildings, under canopies, beyond property lines, or obstructed by a signs or other structures. Checklist Section 147 (c)1 B - Each portion of all illuminated areas has been assigned only one lighting application, and the applications are consistent with actual use of the areas. �kuC4+am, v�akrc Nay, ul ulaeway me€uses orny mose I€€umrnate11 areas that are in the bounds of the A lication and includes a 25 foot wide area rennin along the axis of the ath of travel and much of the ai e. area as possible. 13..13uildi;a Entrances without Canopies SITE ILLUMINATION - Table 147-A A B C Width of Door plus 3 feet on each side Smaller of 18 ft or distance to the edge of thili Area (sf) property line (A x B) 132 18 2,376 B C D E F G H I J I K L IM I N O Lighting Application Category (Table 147 A)Description co 0... -` c ' ti Checklist ❑Section 147 (c)1 B - Each portion of all illuminated areas has been assigned only one lighting application, and the applications are consistent with the actual use of the areas. Section 147 (C)1 A - General illumination areas includes only those illuminated areas that in the bounds of the Application and are with a square pattern around a luminaire that is six times the luminaire mounting height, with the luminaire in the middle of the pattern, less any areas that are within buildings, under canopies, beyond property lines, or obstructed by a signs or other structures. I_ tnI 4.2 by Energysoft laser Number: 6405 Job Number:07-8118 PanP•5 nr K:\DWGS\07-8118\07-811 BET241.dwg - Helen - Jul 02, 2008 - 2:13prn 7 ,tI , � j � t WNW i Project Name pate Bakersfield Fire Station #14 212612008 LIGHTING POWER ALLOWANCES - GENERAL SITE ILLUMINATION - Table 147-A Hardscape - Method i Allotted WattsI Luminaire Lam slBallasts installed Watts A B C D E F G H I J I K L IM I N O Lighting Application Category (Table 147 A)Description co 0... -` c ' ti m --mp O °_ 00 t9 0° p o 0 CD 0)0 o GLS C c s,C � my r- r � � ,�-, w LD N ri f -0 CD cm` 3 Sy T T m a;* c� 'mss 0 �c ?�. y 0 v II�i Building Entrance 2,37 0.7Q '1,663 S8 Brass red Tight (entry) or electrical engineer, or I am a licensed architect. F26DTT 1 26 1. 34.0 X PRINCIPAL LIGHTING DESIGNER - NAME SIGNATURE DATE LIC, # William A Thoma S7 Wall decorative sconce M2 1 26 1.0 34.0 X 3. Use OLTG-I-C if the project consists solely of outdoor signs. 10 ®OLTG-2-C: LIGHTING COMPLIANCE SUMMARY. Applicable parts required for ALL outdoor lighting allowances (Except Signs). E@OLTG-3-C: AREA CALCULATIONS WORKSHEET. Applicable parts required for all outdoor area calculations, MOLTG-4-C: SIGN LIGHTING COMPLIANCE. Required for all internally and externally illuminated signs, for bath indoor and outdoor signs. S6 Exterior downlight, regress white door zPOh 1 26 1.0 34.0 X 1 40 Pedestrian Hardscape 14,24 0.17 2,422 SB Exterior downlight, regress white door gpp F2&TT 1 26 1.0 34.0 X 10 r7 S5 Surface HID square Y6MH 1 1501 1.0 175.0 X 35 S3 Wall decorative sconce front bldq prairie slyle F39TT 1 32 1.0 40.0 X 3 12 S2 Square concrete bollard 7t "H 1 70 1.0 95.0 X 10 95 S1 15' Pole light with 24" base 175W MH 1 175 1.0 210.0 X 3 63 Vehicle Hardscape 15,4 0.15 2,311 S1 15' Pole light with 24" base 175W MH 1 175 1,01 210.0 X 1 63 Total Allotted Watts 6,396 Total installed Watts 3,32 .__EnergyPro 4.2 by EnergySoft User Number: 6405 Job Number. 07-8118 Page:3 of 5 1 Iiv 3 c: p s z L= s r' PROJECT NAME Bakersfield Fire Station #14 DATE 2/26/2008 Hardscape - Method i A. Hardscane for automotiva vehicular use. includinn narlsina Iests_ drivpwav_q and sitp rn2d%- A B C D E F G H Li titin A lication g (Tab pp ( l 147-B) Actual Paved Area +5' perimeter of adjacent unpaved land. Includes planters and land, Includes planters and landscaped areas less than 10. wide that are enclosed by hardscape an at least 3 sides. William A Thoma Areas SF to Subtract from within the Illuminated Area Illuminated Area (B - G) Area between poles or luminaires that are>6timesthe mounting heigh distance (If Applicable) Overlapping areas of another application or luminaire Building Areas Areas obstructed by si ns or other structure Sub total of areas to subtract (C + D + E + F) Vehicle Hardscape 1&4Q4 a 0 0 0 0 15A04 The documentation preparer hereby certifies that the documentation is accurate and complete. DOCUMENTATION AUTHOR SIGNATURE DATE William A. Thoma 1 1 2126/2008 The Principal Lighting Designer hereby certifies that the proposed outdoor lighting and signs design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the lighting requirements contained in Sections 110, 1191 130 through 132, and 146,and 149 of Title 24, Part 6. Please Check One, (These sections of the Business and Professions Code are printed in full in the Nonresidential Manual.) ❑ l hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of California as a civil engineer or electrical engineer, or I am a licensed architect. ❑ l affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I aryl a licensed contractor performing this work. ❑ 1 affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538 and 6737,1. PRINCIPAL LIGHTING DESIGNER - NAME SIGNATURE DATE LIC, # William A Thoma 2126!2008 1057 LIGHTING UOMPLIANCE FORMS & WORKSHEETS Check box if worksheet is included ®©LTG -1-C: Certificate of Compliance, Required on plans for all submittals for outdoor lighting. Part 2 of 2 may be incorporated in schedules on the plans. Either LTG -1-C or OLTG-1-C may be used for signs as follows: 1. Use LTG -1 -C if the project consists solely of indoor signs. 2. Use LTG -1-C if the project consists of indoor lighting, outdoor or indoor signs, but no other outdoor lighting. 3. Use OLTG-I-C if the project consists solely of outdoor signs. 4. Use OLTGA-C if the project consists of outdoor lighting, outdoor or indoor signs, but no other indoor lighting. ®OLTG-2-C: LIGHTING COMPLIANCE SUMMARY. Applicable parts required for ALL outdoor lighting allowances (Except Signs). E@OLTG-3-C: AREA CALCULATIONS WORKSHEET. Applicable parts required for all outdoor area calculations, MOLTG-4-C: SIGN LIGHTING COMPLIANCE. Required for all internally and externally illuminated signs, for bath indoor and outdoor signs. EnergyPro 4.2 by Energysoii User Number: 6405 Job Number: 07-8118 Page:1 of 5 EnergyPro 4.2 by EnergySoft user Number: 6405 Job Number: 07-8118 Page:2 of 5 cp r7 B. Hardscape for pedestian use, including plazas, sidewalks, walkways and bikeways A B C I Q E IF G H Lighting Application (Table 147-S) Actual Paved Area + 5' unpaved land on either side of path of travel. Shall include all contiguous paved area before including adjacen grounds. William A Thoma Areas SF to Subtract from within the Illuminated Area Illuminated Area (B - G) f Area between poles or luminaires that are > 6 times the mounting heigh distance (If Applicable) Overlapping areas of another application or luminaire Building Areas Areas obstructed by signs or other structures Sub total of areas to subtract (C + D + E + F) Pedestrian Hardscape_14,248 ❑ LZ1 ❑ LZ2 [Z LZ3 ❑ LZ4 0 0 0 0 0 14,248 The documentation preparer hereby certifies that the documentation is accurate and complete. DOCUMENTATION AUTHOR SIGNATURE DATE William A. Thoma 1 1 2126/2008 The Principal Lighting Designer hereby certifies that the proposed outdoor lighting and signs design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the lighting requirements contained in Sections 110, 1191 130 through 132, and 146,and 149 of Title 24, Part 6. Please Check One, (These sections of the Business and Professions Code are printed in full in the Nonresidential Manual.) ❑ l hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of California as a civil engineer or electrical engineer, or I am a licensed architect. ❑ l affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I aryl a licensed contractor performing this work. ❑ 1 affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538 and 6737,1. PRINCIPAL LIGHTING DESIGNER - NAME SIGNATURE DATE LIC, # William A Thoma 2126!2008 1057 LIGHTING UOMPLIANCE FORMS & WORKSHEETS Check box if worksheet is included ®©LTG -1-C: Certificate of Compliance, Required on plans for all submittals for outdoor lighting. Part 2 of 2 may be incorporated in schedules on the plans. Either LTG -1-C or OLTG-1-C may be used for signs as follows: 1. Use LTG -1 -C if the project consists solely of indoor signs. 2. Use LTG -1-C if the project consists of indoor lighting, outdoor or indoor signs, but no other outdoor lighting. 3. Use OLTG-I-C if the project consists solely of outdoor signs. 4. Use OLTGA-C if the project consists of outdoor lighting, outdoor or indoor signs, but no other indoor lighting. ®OLTG-2-C: LIGHTING COMPLIANCE SUMMARY. Applicable parts required for ALL outdoor lighting allowances (Except Signs). E@OLTG-3-C: AREA CALCULATIONS WORKSHEET. Applicable parts required for all outdoor area calculations, MOLTG-4-C: SIGN LIGHTING COMPLIANCE. Required for all internally and externally illuminated signs, for bath indoor and outdoor signs. EnergyPro 4.2 by Energysoii User Number: 6405 Job Number: 07-8118 Page:1 of 5 EnergyPro 4.2 by EnergySoft user Number: 6405 Job Number: 07-8118 Page:2 of 5 cp Checklist ❑ Section 147 (c)1 B - Each portion of all illuminated areas has been assigned only one lighting application, and the applications are consistent with actual use of the areas. ❑ Section 147 (c)1 A - General Illumination areas includes only those illuminated areas that are in the bounds of the Application and are within a square pattern around a luminaire that is six times the luminaire mounting height, with the luminaire in the middle of the patttem, less any areas that are within buildings, under canopies, beyond property lines, or obstructed by signs or other structures. EnergyPro 4.2 by EnergySoft user Number: 6405 Job Number: 07-8118 Page:4 of 5 i M I FA- OF COMPLIANCE i i # � Si f i1` . PROJECT NAME DATE Bakersfield Fire Station #14 2126!2008 PROJECT ADDRESS ❑ Lighting power allowance for local ordinances or for security multipliers on OLTG-2-C Part 2 of 4 ® Not Applicable Mountain Vista Drive & Harris Road Bakersfield Building Permit# PRINCIPAL DESIGNER - LIGHTING TELEPHONE William A Thoma (805) 543-3850 Checked by/Date DOCUMENTATION AUTHOR TELEPHONE Thoma Electric, Inc 805 543-3880 Enforcement Agency use GENERAL INFORMATION HATE OF PLANS 10 TDOOR LIGHTING ZONE 02-28-2008 ❑ LZ1 ❑ LZ2 [Z LZ3 ❑ LZ4 FUNCTION TYPE ® OUTDOOR LIGHTING ❑ OUTDOOR SIGNS ❑ INDOOR SIGNS PHASE OF CONSTRUCTION NEW CONSTRUCTION ❑ ADDITION ALTERATION STATEMENT OF COMPLIANCE This Certificate of Compliance lists the outdoor lighting system specifications need to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building lighting requirements. The documentation preparer hereby certifies that the documentation is accurate and complete. DOCUMENTATION AUTHOR SIGNATURE DATE William A. Thoma 1 1 2126/2008 The Principal Lighting Designer hereby certifies that the proposed outdoor lighting and signs design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the lighting requirements contained in Sections 110, 1191 130 through 132, and 146,and 149 of Title 24, Part 6. Please Check One, (These sections of the Business and Professions Code are printed in full in the Nonresidential Manual.) ❑ l hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of California as a civil engineer or electrical engineer, or I am a licensed architect. ❑ l affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by Section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I aryl a licensed contractor performing this work. ❑ 1 affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538 and 6737,1. PRINCIPAL LIGHTING DESIGNER - NAME SIGNATURE DATE LIC, # William A Thoma 2126!2008 1057 LIGHTING UOMPLIANCE FORMS & WORKSHEETS Check box if worksheet is included ®©LTG -1-C: Certificate of Compliance, Required on plans for all submittals for outdoor lighting. Part 2 of 2 may be incorporated in schedules on the plans. Either LTG -1-C or OLTG-1-C may be used for signs as follows: 1. Use LTG -1 -C if the project consists solely of indoor signs. 2. Use LTG -1-C if the project consists of indoor lighting, outdoor or indoor signs, but no other outdoor lighting. 3. Use OLTG-I-C if the project consists solely of outdoor signs. 4. Use OLTGA-C if the project consists of outdoor lighting, outdoor or indoor signs, but no other indoor lighting. ®OLTG-2-C: LIGHTING COMPLIANCE SUMMARY. Applicable parts required for ALL outdoor lighting allowances (Except Signs). E@OLTG-3-C: AREA CALCULATIONS WORKSHEET. Applicable parts required for all outdoor area calculations, MOLTG-4-C: SIGN LIGHTING COMPLIANCE. Required for all internally and externally illuminated signs, for bath indoor and outdoor signs. EnergyPro 4.2 by Energysoii User Number: 6405 Job Number: 07-8118 Page:1 of 5 i CERTIFICATE COMPLIANCE t n PROJECT NAME DATE Bakersfield Fire Station #14 2/26/2008 Lighting Schedules on Plans Show that Outdoor Lighting Meets Allowed Lighting Power 0 Lighting power allowance for general site illumination on OLTG-2-C Part 1 of 4 Not Applicable 0 ❑ Lighting power allowance for local ordinances or for security multipliers on OLTG-2-C Part 2 of 4 ® Not Applicable Z ❑ ❑X Lighting power allowances for specific applications, other than vehicle service stations with canopies on OLTG-2-C Part 3 of 4 Not Applicable _b„ !' ❑ ® Lighting power allowances for vehicle service station canopies on OLTG-2-C part 4 of 4 Piot Applicable ❑ ® Sign lighting compliance on OLTG4-C Not Applicable Mee - sure$ on Plan.$ ShqwthatMet Controla And Eguipment ® ❑ installed lighting power has been determined in accordance with Section 130(c)1 Not Applicable Q ❑ All permanently Installed luminaires with lamps rated 100 Watts either have a lamp efficacy of at least 60 lumins per Watt or are controlled by a motion sensor per Section 132(x) Not Applicable ❑ All Luminaires with lamps rated greater than 175 Watts in hardscape area, including parking lots, building entrances, canopies, and all outdoor sales areas meet the Cutoff Requirements of Section 132(b) Not Applicable ❑ ® All permanently installed outdoor lighting meets the control requirements of Section 132(c)1 Not Applicable ❑ ® Building facades, parking lots, garages, canopies, and outdoor sales areas meet the Muiti-Level Lighting Requirements of Section 132(c) Not Applicable LL U) IitIANDATORY AUTOMATIC CONTROLS �- NOTE TO FIELD CONTROL LOCATIO (Room #) CONTROL IDENTIFICATION CONTROL TYPE (Auto Time Switch, Dimming, etc.) AREA CONTROLLED 0 .. �w IS IMMM= L0 iF C6 44 EnergyPro 4.2 by EnergySoft user Number: 6405 Job Number: 07-8118 Page:2 of 5 1,741 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGINSIIANO ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL RE A€N THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF ALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PRO CT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WIT UT THE WRITTEN CONSENTOF RRM DESIGN GROUP. VISUAL CONTACT €TH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTRUTE CONCL IVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBM€TT OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL qOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIC, 4TS. RRM DESIGN GROUP COPYRIGHT 2 07 RRM is a Califomia Corporate n !f r P.O. Box 1167 - 3562 Empleo St. San Luis Obispo, CA 93406 Phone: (805) 543-3850 Fox: (805) 543-3829 caddithomoelec.com EXPIRES: 06/30/09 THOMA #07-8118 B.J. DRAIN BY CHECKED BY H.W. I J.D. DATE July 2, 2048 CAD FILE 07-8118ET241.dwg E y F E. 0 Z CN _b„ !' i a CD E l..U I�g �✓ '1 K� s 1 [ v• Q. Lir..i d......... s; LL U) E �- t I.^i i f �I C5 CD Cn 0 .. �w IS IMMM= L0 iF C6 44 cp B.J. DRAIN BY CHECKED BY H.W. I J.D. DATE July 2, 2048 CAD FILE 07-8118ET241.dwg ON 1 DA d ! LL Z CN _b„ !' i l..U I�g �✓ '1 LL s 1 xx LLJ Lir..i d......... l i LL U) E LLI t I.^i i ON 1 DA 11 SOILS ENGINEERING, INC. February 6, 2009 SEI File 07-12294g RRM Design Group 3765 S. Higuera St., Ste. 102 San Luis Obispo, CA 93401 Attention: Michael Scott Subject: Response to RFI # 016 Bakersfield Fire Station No. 14 Bakersfield, CA Reference: SEI Preliminary Soils Investigation (page 10), October 23, 2007, SEI File 07-12294 Gentlemen; The use of "rock dust" in lieu of sand between the concrete slab and the plastic sheet vapor retarder is acceptable to Soils Engineering, Inc. The use of rock dust is enhanced when it is compacted with a vibrating plate or similar equipment. Furthermore, it is our opinion that the rock dust should be dry to damp when the concrete is placed. Please contact Soils Engineering, Inc. at (661) 831-5100 if you have any questions concerning this letter. Sincerely, $O. EX , ��RIN ; INC D. Marier, P.E. Senior Materials Engineer 4400 YEAGER WAY - BAKERSFIELD, CALIFORNIA 93313 - PHONE (661) 831-5100 - FAX: (661) 831-2111 F)VWT Ar -1 016-C71 to tk -V Ak 0 Request for Information 016 � 49r.4=4 Detailed, RFIs Grouped by RFI Number Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-322-4300 Fax: ' 661-322-4301 Bakersfield, CA 93311 RFI #: 016 Date Created: 2/5/2009 Answer Company Answered By Author Company Authored By RRM Design Group Mike Scott S.C. Anderson, Inc. Rhonda Shoufler 3765 South Higuera Street 5815 Mountain Vista Dr. Suite #102 Bakersfield, CA 93307 San Luis Obispo, CA 93401 Co -Respondent Author RFI Number Subject Discipline Category Sand Architectural Field Condition Cc: Company Name Contact Name Copies Notes Question Date Required: 2/6/2009 Can we use rock dust instead of sand for the 2" under the slab? Specs attached. Please reply ASAP as sand is scheduled to in tomorrow, 2/6/09. go Suggestion t Answer Date Answered: 2/10/2009 Please see the attached letter from Geotechnical Engineering Exhibit RFI 016-01 and the email from Structural Engineer Exhibit RFI 016-02. SOILS ENGINEERING, INC. February 6, 2009 SEI File 07-12294g RRM Design Group 3765 S. Higuera St., Ste. 102 San Luis Obispo, CA 93401 Attention: Michael Scott Subject: Response to RFI # 016 Bakersfield Fire Station No. 14 Bakersfield, CA Reference: SEI Preliminary Soils Investigation (page 10), October 23, 2007, SEI File 07-12294 Gentlemen; The use of "rock dust" in lieu of sand between the concrete slab and the plastic sheet vapor retarder is acceptable to Soils Engineering, Inc. The use of rock dust is enhanced when it is compacted with a vibrating plate or similar equipment. Furthermore, it is our opinion that the rock dust should be dry to damp when the concrete is placed. Please contact Soils Engineering, Inc. at (661) 831-5100 if you have any questions concerning this letter. Sincerely, $O. EX , ��RIN ; INC D. Marier, P.E. Senior Materials Engineer 4400 YEAGER WAY - BAKERSFIELD, CALIFORNIA 93313 - PHONE (661) 831-5100 - FAX: (661) 831-2111 F)VWT Ar -1 016-C71 to tk -V Ak 0 SEE DETAIL 1 S ,` R=1/2" 53r. (T' DEPRESSION) MAX GUTTER-' L --CL. 2 AGO. BASE CROSS SLOPE AT A CURB RAMP. lS2G.6 , CLASS "B' CONCRETE (5 SACK) EXPANSION JOINTS EA. 30' WEAKENED PLANE JTS. EA. 15' POUR ON COMPACTED SUBGRADE 6 " CURB & CU T TR '-- SEE C.O.B. STD DETAIL ST; -1 SECTION A -A w MANHOLE GURFACM 1/J2' 10 1 FRAME 00 FRAME DETAIL "A" GRRAL Nolm- ALL FRAMES AND COVERS SHALL BE TOUGH, GRAY CAST 0 FREE FROM WARPS, CRACKS, HOLES, SWELLS, AND -SHOT AND SHALL HAVE A WORKMANLIKE FINISH. CASTINGS SHALL CONFORM TO THE PROVISIONS OF THE SPECIFICATIONS FOR GRAY -IRON CASTINGS, SERIAL. DESIGNATION ASTM:A48(Iatest m4slon). CLASS NO. 308. ALL FRAMES AND COVERS SHALL BE TESTED FOR ACCURACY OF FIT AND SHALL. BE MARKED IN SETS PRIOR TO DELIVERY. THE SEATS OF FRAMES AND BEARING FACES OF THE COVERS SHALL BE MACHINED FOR A SMOOTH NON -ROCKING FIT BETWEEN THE TWO CASTINGS. CASTINGS SHALL BE THOROUGHLY CLEANED AND DIPPED TWICE IN A QUICK -DRYING, .ET -BLACK ASPHALTIC COMPOUND TO PROVIDE A PROTECTIVE COATING. THE NAME OF MANUFACTURING COMPANY SHALL BE ON THE UNDER SIDE OF THE COVER. MANHOLE FRAME SHALL WEIGH NOT LESS THAN 120 POUNDS OR MORE THAN 250 POUNDS. THE COVER SHALL WEIGH NOT LESS THAN 120 POUNDS OR MORE THAN 200 POUNDS. MANHOLE COVERS SHALL HAVE A SELF -DRAINING BLIND PICK HOLE OF SOME TYPE. D�P.(:.C. PAVINC.s JOINT NMI T. CONTROL JOINT SPACING SHALL NOT EXCEED 12'x12'. -T 2, JOINTS SHALL BE LAID OUT TO FORM SQUARE -) PANELS. WHEN THIS IS NOT POSSIBLE, REC- TANGULAR PANELS CAN BE USED IF THE LONG PAVEMENT HALF -ROUND TRAPEZOIDAL KEY DIMENSION IS NO MORE THAN 1-1/2 TIMES THE THICKNESS KEY SHORT. INCHES D -INCHES D W -INCHES 3. CONTROL JOINTS SHALL HAVE A DEPTH OF AT 10" 2 2» 1 LEAST ONE-FOURTH THE SLAB THICKNESS FOR SAWCUT JOINTS. CONTROL JOINTS THAT ARE 6' 1 1/4 2" 5/8 HAND TOOLED SHALL HAVE A THIN, RIGID STRAIGHT EDGE INSERTED FOR A MINIMUM OF ONE-QUARTER THE SLAB THICKNESS TO SEPARATE THE AGGREGATE AND CREATE CaP"� E' AND JOINTS NH FALLDGES SCALE: NONE CREATED SHOULD THEN BE TOOLED. 4. EXPANSION JOINTS SHALL EXTEND ELASTOMERIC CAULK SEAL THE FULL DEPTH AND SHALL BE USED ONLY TO AGAINST BUILDINGS ISOLATE FIXED OBJECTS ABUTTING OR IMTHIN THE 1/2' EXPANSION MATERIAL PAVED AREA AND AS SHOWN ON PLANS. lo 5, JOINTS SHALL RUN CONTINUOUSLY AND EXTEND THROUGH INTEGRAL CURBS, JOINTS CAN BE TERMINATED AND OFFSET AT EXPANSION JOINTS. S. ADJUST JOINTING LAYOUT SO THAT THE JOINTS WILL LINE UP WITH CORNERS OF THE STRUCTURES. EXPANSION JOINTS SCALE: NONE SOFF--CUT SAW JOINT 11$"Ii:xlj4 DEPTH OF SEAR SATING SHALL 1/4" 11 -\BF COMPLETELi NO LATER THAN 2 HOURS ArIER fINAL FINISH AT EACH CONTROL JOINT LOCAPION, BUT SOONER THAN 2 HOURS IF 7HE VMGHT OF THE $OFF -CUT SAW AND THE opERA TOR CAM CUT THE RNAL FINISH. FILL JOINTS NTH AN ELASTIC ADHEWw 1/4" SEALING COMPOUND AFTER SLAB IS CURED. fl/4 DEPTH OF SLAB FOAM BACKER ROD--✓ U SAW JOINT (CONTROL JOINT ASPHALT PAIWNG " 1/2w R REAR CONCRETE FIRE APRON AC PAVEMENT SHALL BE PLACED AFTER CONCRETE PAVEMENT IS IN PLACE. ASPHALT TO CONCRETE JOINT SCALE: NONE INSTALL SMOOTH Q0 12 EACISIDE 24 0 G NEW CONCRETE TO EXISTING CONCRETE JOINT AND EXPANSION JOINT AT CONCRETE DRIVE EXPANSION JOINT AT SIDEWALKS. CONCRETE WALK, WHERE OCCURS. w mS►IE:. S LCL 2 AGG.BASE CLASS "B' CONCRETE (5 SACK) EXPANSION JOINTS EA. 30' WEAKENED PLANE JTS. EA. 15 POUR ON COMPACTED SUBGRADE r "'� 6" CONCIrRTE CUig L3 AT CURB Ii 6 C--2 1. THE RAMP SHALL HAVE 12" WIDE BORDER WITH 114" GROOVES APPROXIMATELY 3/4" 4.C., SEE GROOVING DETAIL. THE SURFACE OF RAMP SHALL HAVE A TRANSVERSE BROOMED SURFACE 7EX7URE ROUGHER THAT THE SURROUNDING SIDEWALK. 2. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES I� �---- APPROX..4/4*`•_ L „ ! . Ile 2Z MAX. TOP OF RAMP ROUNDED JZ MAX SLOPE L � 7 __ I -.'- - 5ELM Op8 (CAL TRANS A88A) WEAKENED PLANE JTS EA. 15` 4' V TME TAPER CURB FROM 6" TO FLUSH 12" WIDE BORDER WI7H 6" CURB 114'x 114" GROOVES 314" O.C. (TVP.) ,q k 12 1:12 Ni �] MAX p�°,,:zaQa MAX FULL HEIGHT CURB—' �--- FULL HEIGHT CURB TRANSITION FROM FULL �j lu HEIGHT CURB TO FLUSH NOM 1, 7HE RAMP SHALL HAVE 12" NIDE BORDER 2. 7RANS17701VS FROM RAMPS TO WALKS, WITH 714" GROOVES APPROXIMATELY 314" GUTTERS, OR STREETS SHALL BE FLUSH a C., SEE GROOVING DETAIL THE SURFACE AND FREE OF ABRUPT CHANGES OF RAMP SHALL HAVE A TRANSVERSE GROOMED SURFACE TEXTURE ROUGHER THAT THE SURROUNDING SIDEWALK. r7WHEEL CHAIR Rx IA -1 P ��2 (CAL TRANS A88A) 1 1/2' NOTE - CLASS "B' CONCRETE (5 SACK) EXPANSION JOINTS EA. iii' WEAKENED PLANE JTS. EA. 15' COLC/i�TE _l Yd Y 11.5 mm (0.45) 42 mm (1.58'% TOP DIAMETER CENTER TO CENM? I x.23 mm (t? S") 0 (f1'{ BASE DIAMETER (40 Gt -W 060 50 mm (2.38) RAISED 7RUNCA7ED DOME" PA77ERN (IN-LINE) DEZECTAME WARMG $t;�fi?FACE NOUM 1. TRUNCATED DOMES TO COMPLY WITH ADA STANDARDS 2. NO GLUE DOWN DOMES ARE TO BE USED. (CAL TRANS A88A) VAR. -°------VAR. EXP. JT. EXP. JT. 18. IMPORTED FILL MATERIAL SHOULD CONSIST OF ESSEN77AI-LY GRANULAR, SILTY SANDS WITH LOW EXPANSION LABEL COVER BRAIN POTENTIAL AND FREE OF GRASSES, KEDS, ROCKS LARGER THAN TWO INCHES IN DIAMETER, DEBRIS, AND SOLUABLE SULFATES IN EXCESS OF 200 PARTS PER MILLION IMPORTED FILL SHOULD CONTAIN SUFFICIENT SILT r-6 AND CLAY BINDER TO RENDER THEM STABLE IN F0077NG TRENCHES AND CAPABLE OF MAINTAINING SPECIFIED ELEVA77ON 70LERANCES DURING PAVING OPERATIONS, IMPORTED SOILS SHOULD ALSO MEET THE FOLLOWNG 6 A -j 6 CRITERIA. - - A) MAXIMUM 9 PASSING j200 SIEVE ............ 50 Etc"'k FLOW.INE B) MAXIMUM LIQUID LIMIT ..... . ....... .. ... 40 OF GUTTER C) MAXIMUM PLASTICITY INDEX . . ............ . 14 LOwuw D) MINIMUM R -VALUE: ... 50 OF GUTTER F E) MAXIMUM EXPANSION INDEX .............. 20 CLEANOUT PLUG - BRASS FLOW - W - - wRo- - - {PER 2007 CBC STANDARD FERRULE AND PLUG PRE -CAST CONCRETEEXP. JT. A ---I BOX BROOKS PRODUCTS NO. SHL WITH COVER EXP. JT: 19. CLEARING AND GRUBBING - REMOVE ALL DEBRIS, SUCH AS METAL, TRASH, BROKEN CONCRETE VEGE7A770N, NO. 3T IN TRAFFIC AREA OTHER BIODEGRADABLE SUBSTANCES, AND UNSUITABLE SOIL FROM AREAS TO BE GRADED) UNSUITABLE SOIL IS REMOVE EXISTING CURB & GUTTER PLAN VIEW SOIL THAT, IN THE OPINION OF THE BUILDING OFFICIAL, SOIL ENGINEER, OR CIVIL ENGINEER, IS NOT COMPETENT CLEAN OUT RISER (6' MAX.) AS REQUIRED TO OONSTRUCT NEW FLOWUNE OF GITTEII2" &" TO SUPPORT OTHER SOIL OR STRUCTURES, OR TO SA77SPACTORILY PERFORM ANY OTHER FUNCTIONS FOR ii9•IICH DRIVE APPROACH. _ _[ THE SOIL IS INTENDED. SOIL ORS--' -.� - WASTE LINE 20. AREAS TO RECEIVE FILL SHALL BE SCARIFIED SIX INCHES, BROUGHT TO NEAR OP77MUM MOISTURE, AND 4 REBAR 24" O/C l EACH WAY 6' I e> UNIFORMLY COMPACTED TO AT LEAST 30.E OF THE MAXIMUM DENSITY PER ASTM D1557-02et, UNLESS OTHERWISE NOTED. 12' 21. ENGINEERED FILL SHALL BE PLACED IN LAYERS NOT EXCEEDING SIX INCHES IN UNCOMPACTED THICKNESS SECTION A -A AND COMPACTED TO 909 OF THE MAXIMUM DENS17Y PER ASTM D1557 02e1, UNLESS SPECIFIED OTHERWISE: I �V n G A ,n p /{ 12 j CL/ 22 QUANT177ES FOR EARTHWRK: CLEANOUT � C! i1 T CS RAN EXCAVATION - 2,800 G Y C-2 • C" '�? (C.O. B. ST -3) EMBANKMENT - 1,600 C. Y QUAN7777ES ARE FOR GRADING PERMIT ONLY. THE ENGINEER MAKES NO WARRANTY OF THE ANTICIPATED SHRINKAGE FACTORR, THE CONTRACTOR SHALL NOT USE THESE OUAN777ES 70 BASE HIS BID ON. 1 /2 7 1/2" am= mom Wow 23, CONTRACTOR TO VERIFY DIMENSIONS AND ELEVATIONS OF EXISTING IMPROVEMENTS IN FIELD BEFORE 1/4" PER FOOT Ona 7. fiHE CONTRACTOR SHALL WATER AS REQUIRED DURING THE GRADING OPERATIONS TO PREVENT THE PROCEEDING WITH KORK, ANY DISCREPANCIES THAT WILL AFFECT TIE' -INS TO EXIS77NO IMPROVEMENTS OCCURRENCE OF A DUST NUISANCE AND SHALL PROTECT CURBS AND OTHER OBJECTS WFIICH ARE TO REMAIN. SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING IMT7d ANY WORK. 2" CLEARANCE DUST CONTROL SHALL CONFORM TO THE SAN JOAQUIN VALLEY UNIFIED AIR POLLU770N CONTROL DISTRICT 24. BUILDING PAD PREPARATION: EXCAVATE EARTH MATERIALS TO A MINIMUM DEPTH OF THREE FEET BELOW :LEARANCE-q 24' O.C. REGULATIONS. LOWEST EXISTING GRADE IN EACH OF THE PROPOSED BUILDING AREAS THE BOTTOM OF THE EXCAVATION SHALL EACH WAY I� BE REVIEWED BY THE SOILS ENGINEER. SCARIFY THE BOTTOM OF THE EXCAVATION 12 1NCHES� MOISTEN TD #4 FULL WIDTH OF DRIVEL S EXCAVA77ON - EXCAVA77ON SHALL CONSIST OF ALL EXCAVATION INVOLVED IN GRADING THE PROJECT AS NEAR OPTIMUM MOISTURE CONTENT, AND RECOMPACT TO 90Z OF 77-lE MAXIMUM DENSITY PER ASTW D1557 -02e1. SHOWN ON THE PLANS, EXCEPT ANY EXCAVATION SEPARATELY DESIGNA7E'D AND PAID FOR AS A SEPARATE ITEM. NARK TO LINES FIVE FEET BEYOND THE EXTERIOR FOOTINGS SCTI()N B --B ( 9. EMBANKMENTS - EMBANKMENT CONSTRUCTION SHALL CONSIST OF CONSTRUCTING EMBANKMENTS INCLUDING a THE PREPARATION OF AREAS FOR WHICH THEY ARE TO BE PLACED, 7HE CONS7RUC770N OF DIKES WIT RIN OR 25. PAVEMENT AREA PREPARATION; SCARIFY TWELVE INCHES BELOW THE GRADING PLANE. MOISTEN 0 NEAR SUBGRADE PREPARATION SHALL BE OUTSIDE THE CONS7RUC770N AREA, 774E PLACING AND COMPACTING OF APPROVED MATERIAL WITHIN THE OPTIMUM MOISTURE CONTENT; AND F SUBGRADE TO AL OF THE MAXIMUM DENSITY PER AS9 01557E M IN CONSTRUCTED TRUE TO GRADE AND CROSS CONS7RUC77ON AREA WHERE UNSUITABLE MATERIAL HAS BEEN REMOVER, AND THE PLACING AND COMPACTING ADDITION, THE TOP EIGHT INCHES OF SUBGRADE SHALL BE COMPACTED TO A MINIMUM T 95� OF THE MAXIMUM SECTION, WITH COMPACTION OF 95� DENSITY PER ASTM D7557-0201. WORK TO TINES AT LEAST TT9Ki FEET BEYOND THE OUTSIDE EDGES OF TO A DEPTH OF 0.54 FEET. OF EMBANKMENT MATERIAL IN HOLES, PITS, AND DEPRESSIONS FOR THE CONSTRUCTION OF EMBANKMENTS, PAVEMENTS PREPARING SUB -GRADE AT THE GRADING PLANE, CONFORMING TO Th+ GRADE TOLERANCE, DOING NECESSARY ---`I7' CONCRETE FOR DRIVEWAYS SHALL BE CLASS "B" PLOWING OR BENCHING, IMPOR77NO OR BORROW, PLACING AND COMPACTING MATERIAL TO THE LINE AND GRADES ,25, PRIOR TO COMMENCING ANY WORK W7WN THE CITY R1GHT�-OF-WAY, THE CONTRACTOR SHALL OBTAIN (5 SACK), FORAND SHALL BE WITHIN 2 1/ AND SHORT ON THE PLANS AND AS DIRECTED BY THE ENGINEER. ALL EMBANKMENT CONSTRUCTION SHALL BE A STREET' PERMIT FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT UNLESS SECURED BY A -3 -3, 5 1/2' SLUMP, WITH LIGHT BROOM FINISH. CONSIDERED AS INCLUDED IN THE CONTRACT PRICE PAID PER CUBIC YARD FOR FURNISHING AND PLACING THE SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEERS ESTIMATE FOR THE WORK PERFORMED MATERIAL OR CONSTRUC77NG AS EMBANKMENT, AS THE CASE MAY BE, AND NO ADD177ONAL COMPENSATION WILL WITHIN THE RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT: mEXPANSION JOINTS SHAM BE 1/2" PREMOLDED BE ALLOWED FOR SUCH W�"tRK. EXPANSION JOINT FILLER PER SEC. 51--1.12 OF 27. ALL TRENCHES AND EXCAVA77ONS SHALL BE CONSTRUC7ED IN STRICT COMPLIANCE WITH THE APPLICABLE EXPANSION EXPANSION THE STANDARD SPECS. 10. THE WORK EMBRACED HEREIN SHALL AIN ACCORDANCE WITH TT IE STANDARD SPEC 7RE'7ONS OF THE CALIFORNIA AND FEDERAL F)SH.A. REQUIREMENTS AND 07HER APPLICABLE SAFETY ORDINANCES. CONTRACTOR JOINT SECTI{)N A -A JOINT STATE OF CALIFORNIA DEPARTMENT OF TR HEREON. C DATED MAY 2CT INSOFAR AS THE SAME MAY SHALL BEAR FULL RESPONSIBILITY FOR TRENCH SHORING DESIGN AND INSTALLA770N. CONTRACTORS SHALL APPLY 1N ACCORDANCE , 77- THE NOTES HENS IN CASE OF CONFLICT WITH THE STANDARD SPECIFICATIONS OBTAIN APPLICABLE O.S.H A. PERMITS WHEN WORKMEN MUST ENTER TRENCHES GREATER THAN FIVE FEET. CONCRETE SHALL BE CURED WITH A WHITE AND ANY NOTES HEREON, THE NOTE'S HEREON SHALL TAKE PRECEDENCE OVER AND Iaz� U,Sf.D IN LIEU OF SUCH PIGMENTED CURING COMPOUND COMPLYING WITH CONFLIC77NG POR770N5. SAID SPECIFICATIONS SHALL APPLY BUT NOT $E LWi'iMr 2r THE FOLLOWING: REFER TO SOILS REPORT FOR ALLOWABLE SLOPES SI90-7.01 8 OF THE STANDARD A ALL CONCRETE SHALL BE CLASS "B" , USING TYPE V CEMENT AS IN SPECIFICATIONS. } ACCORDANCE WITH SECTION 90 AND SHALL HAVE AT LEAST 2500 PSI 28. PRIOR TO COMMENCING CONS7RUCT7ON, CONTRACTOR SHALL P0774OLE ALL UTILITY CROSSINGS THAT WILLAFFECT LITY CITY COr{VI ERI' AL dJRt ���� �' COMPRESSIVE S7RENG7H AT 28 DAYS, UNLESS OTHERWSE SPECIF7ETD. AFFECT THIS IST ANY U77, INCLUDING WATER. SEWER, AND STORM DRAIN, N DETERMINE IF ANY t/ SO CONFLICTS EXIST. ANY UTILITY CONFLICTS SHALL BE BROUGHT TO 7T•fE A7'iE`NlION OF THE ENGINEER SO THAT B) ASPHAL77C CONCRETE SHALL BE TYPE "B" MEDIUM GRADED, 112" MAXIMUM DESIGN CHANGES CAN BE MADE PRIOR TO 7HE START OF CONSTRUCTION. --,� (C.O.B. S--2) AGGREGATE, AND IN77MATELY MIXED W1774 5 TO 6-1122 ASPHALT 29. !F 77•IE PROJECT 15 SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELlMiNA77ON 11. IN THE EVENT CONSTRUCTION STAKING BASED ON Mc1NTOSH & ASSOCIATES' PLANS, DRAWINGS, OR OTHER SYSTEM (NPDES), A "NOTICE OF INTENT' {NOT} TO COMPLY W47H THE TERMS OF THE GENERAL PERMIT TO DOCUMENTS IS PERFORMED BY ANOTHER FIRM, MCINTOSH & ASSOCIATE'S SHALL BE HELD HARMLESS AND DISCHARGE STORM WATER ASSOCIATED 017H CONS7RUC77ON AC77WTY (WQ ORDER NO. 92 -08 -DW) MUST BE amm Mom: RELEASED FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS, OR OTHER DOCUMENTS. FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION AC77V7TY COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLU77ON 1. ALL GRADING SHALL CONFORM TO THE CITY OF BAKERSFIELD ORDINANCES AND STANDARDS PERTAINING 12 McINTOSH & ASSOCIATES SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR PREVENTION PLAN (SWPPP) BE PREPARED, CON77NUOU,SLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR THERETO (CALIFORNIA BUILDING CODE, CURRENT ED/770N) AND SHALL BE SUPERVISED AS ENGINEERED USES OF THESE PLANS ALL CHANGES TO THESE PLANS MUST BE APPROVED, IN WRITING, BY MCIN7'OSH & PUBLIC INSPE'C770N DURING NORMAL CON57R11C770N HOURS GRADING IN ACCORDANCE WI7H CITY OF BAKERSFIELD ORDINANCES. ASSOCIATES. 34. THE LANDSCAPED AREAS TQ BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE 2. THE DESIGN ENGINEER SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING AND 13. ALL GRADING SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED IN, AND MADE A PART HEREOF, THE DRAINAGE ACROSS THE SIDEWALK FOR THOSE AREAS OVER 2% CONSTRUCTION TO INSURE COMPLIANCE W rH TME PLANS, SPECIFICATIONS AND CODE WITHIN HIS PURVIEW! PRELIMINARY SOIL REPORT PREPARED BY SOILS ENGINEERING, INC., FILE NO. 07-12294, DATED OCTOBER 23, 2007, 77XED "PRELIMINARY SOILS INVESTIGATION PROPOSED FIRE STA77ON NO, 14 AND GREYSTONE PARK TO BE 3. THE SOIL ENGINEER, DESIGN ENGINEER, AND BUILDING OFFICIAL SHALL BE N077FIED 48 HOURS PRIOR LOCATED ON THE SOUTHWEST CORNER OF MOUNTAIN VISTA DRIVE AND HARRIS ROAD IN BAKERSFIELD, TO PLACING ANY MATERIAL. CALIFORNIA, " AND ALL ADDEMDUMS THERETO. IN OF CASE OF A CONFLICIT BETWEEN THE PLANS, SPECIFICATIONS, AND SOIL RECOMMENDATIONS, THE MORE STRINGENT REQUIREMENTS SHALL TAKE PRECEDENCE. 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLE7F RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF 77'17S PROJECT INCLUDING SAFETY of ALL PERSONS 14. UPON COMPLETION OF GRADING AND BEFORE THE START OF CONSTRUCTION, A FINAL SOILS REPORT SHALL AND PROPERTY THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL BE PREPARED BY THE SOIL ENGINEER *ORKING HOURS; AND THAT THE CONTT?ACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER, ARCHITECT, AND THE ENGINEER HARMLESS FROM ANY LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE 15. THE SOIL ENGINEER SHALL REVIEW ALL EXCAVATIONS PRIOR TO BACKFILLING AND SHALL BE NO77FIED OF OF WORK ON 7HtS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM T14E SOLE NEGLIGENCE OF THE OWNER, ANY ITEM ENCOUNTERED DURING THE GRADING OPERATIONS THAT MIGHT AFFECT FOUNDATION STABILITY SO ARCHITECT, OR THE ENGINEER. RECOMMENDATIONS CAN BE MADE BY THE SOIL ENGINEER. S THE GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES KITH UNDERGROUND FACIL177ES PRIOR TO 16. FINISHED SLOPES NEARER THAN FIVE FEET FROM BUILDING FOUNDATIONS SHOULD BE GRADED NO STEEPER BEGINNING CONSTRUCTION AND VERIFY THE LOCATION AND DEPTH OF ALL UNDERGROUND FACILITIES, INCLUDING THAN 5:1. A SLOPE RA770 OF 2.1 SHOULD PROVIDE ADEQUATE STABILITY FOR SLOPES FARTHER THAN FIVE TELEPHONE, ELECTRIC, WATER, SEWER, OIL AND GAS LINES THE ENGINEER ASSUMES NO RESPONSIBILITY FOR FEET FROM F00771VG LINES BURIED LINES NOT INDICATED ON THE PLAN OR FOR INFORMATION OBTAINED FROM OUTSIDE SOURCES (USA 1-800 642-2444). 17. ALL SLOPES GREATER THAN THREE FEET IN VER77CAL HEIGHT SHALL BE PREPARED AND MAINTAINED TO PREVENT EROSION. 6 THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL AREAS TO f OR - 0.10 FOOT. 1F AN AREA SHOULD BE FOUND TO BE MORE THAN .10 FOOT OUT OF TOLERANCE AFTER COMPACTING AND _ �'� • ACCEPTANCE OF GRADING, THE CONTRACTOR SHALL RE77JRN AND CORRECT THE GRADING AT NO COST TO 7NE OWNER THE BUILDING PAD SHALL BE GRADED TO 4 A05: 1 DO'_' MR' x�n THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, 0 IGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SH L4 REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THE :EOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNE TION WITH ANY WORK OR PROJECT OTHER THAN THE SPECiFil PROJECT FOR V'JHICH THEY HAVE SEEN PREPARED AND DEVELOP WITHOUT THE WRRT£N CONSENT OF RRM DESIGN GROUP. VISUAL OC TACT W£TH THESE CRAW€NGS OR SPECIFICATIONS SHALL CONSTITUTE ONCLUSWE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. Sk NV117TAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW I HALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUF 5 RIGHTS. RRM DESIGN GROUP COPYRIG 2005 RRM is a California Corpo ation M_ Cl H, &Asma,amllR Lam � • nsi. ip20a6 Bakersf0ield Collfomiia 93309 405-106 (661!1 834-4814 07 .Drat DRAWN BY CHECKED B RRP RTS DATE JULY 3, 2008 ii r j4 � • z' �I 0 :tet rr 1 Z coLu U. 1s ;Lir s� : LL 3t ') uj .., uJ� N s r 1� DRAWN BY CHECKED B RRP RTS DATE JULY 3, 2008 ii w c. z' �I 0 rr 1 Z coLu U. 1s ;Lir s� : LL 3t ') uj .., uJ� s DRAWN BY CHECKED B RRP RTS DATE JULY 3, 2008 Nb Tar---Nc ' l5 r -v kvl,% . it4m, i3w- rhV-K"`—'VUZ 4-nOux p t9 TN U414MOr 5XTS5aton, j4 5 Fr5: 3/A --t-2. (1 N i5` AV7- N1 JAY R C 3 Off DF c M U WAL1. cmNo�crW- . Prolog Manager Printed on: 11,2r>12008 SC Anderson y� t i r- G OGOLTE/Pe414/4 ()N14Tzar -5VPPCXT ('kA PPE 4:-"1yF1y+2A-T7aiV' FLICL PiPFS k-> REQ. Tay Cr.E�r� 2A7`o2. ��u k -- MAU f Page 1 1Z Oq-0V h Request for Information 003 L;_r_. s�rvnt�fast�ry a.rr_ Detailed, RFIs Grouped by RFI Number Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tei: 661-3224300 Fax: 661-322-4301 Bakersfield, CA 93307 ykt ►GfGr r I� RFI #: 003 Date Created: 1112612008 Answer Company Answered By Author Company Authored By S.C. Anderson, Inc. Rhonda Shoufler 1006 Baker St. _- _._.____ �._. �__�..-___.,. Bakersfield, CA 93305 Co -Respondent Author RFI Number 3 Subject Discipline Category Fuel Tank Plumbing Civil Drawing Clarifications Cc: Company Name Contact Name Copies Notes Question Date Required: 1211012008 Sheet C-3 notes installation of 314" fuel line in trench to refer to Architectural plans. Sheet A-1.2, Note 15400X calls to refer to civil and specification. Spec Sections 13200 & 15400 do not provide information for fuel line piping or trench info. tr Please provide requirements for fuel transfer pipe/trench at generator set. 13 If trench is not required, please provide detail for above ground installation. i Suggestion Answer Date Answered: Nb Tar---Nc ' l5 r -v kvl,% . it4m, i3w- rhV-K"`—'VUZ 4-nOux p t9 TN U414MOr 5XTS5aton, j4 5 Fr5: 3/A --t-2. (1 N i5` AV7- N1 JAY R C 3 Off DF c M U WAL1. cmNo�crW- . Prolog Manager Printed on: 11,2r>12008 SC Anderson y� t i r- G OGOLTE/Pe414/4 ()N14Tzar -5VPPCXT ('kA PPE 4:-"1yF1y+2A-T7aiV' FLICL PiPFS k-> REQ. Tay Cr.E�r� 2A7`o2. ��u k -- MAU f Page 1 1Z Oq-0V h 0 M 0 0 N 0 a i= 3 v $EMIR NOTE& 1. GENERAL CONTRACTOR • WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. z PVC PIPE MATERIALS PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF THE CURRENT ASTM SPECIFICATION D-3034 FOR SDR35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGH OUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER FITTINGS SHALL BE INJECTION MENDED AND SHALL BE INSTALLED INJURIOUS DEFECTS. IN UNE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. JOINTS; USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WHERE PVC PIPE CONNECTS TO VCP PIPE, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. INSTALLATION: PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CURRENT ASTM SPECIFICATION D-2321. ONLY CLASS I MATERIALS WILL BE CONSIDERED SUITABLE IN THE STREET RIGHT-OF-WAY. 3. SYSTEM TESTING A PRESSURE TEST SHALL BE PERFORMED ON INSTALLED PIPE IN ACCORDANCE. WITH WITH THE CITY OF BAKERSFIELD SUBDIVISION MANUAL AND THE RECOMMENDATIONS OF THE MANUFACTURER. 4. WYE FITTINGS SHALL BE INJECTION MOLDED IN -UNE TYPE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS. 5. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG. SOLVENT WELDED. 6. WATER JETTING AND FLOODING SHALL NOT BE USED FOR BACKFILL COMPACTION, 7. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1-800-642-2444. 8. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE CONTRACTOR SHALL BE MiOLY RESPONSIBLE FOR ITS REPAIR. 9. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER AND STORM DRAIN LINES THAT NEW SYSTEM TIES INTO PRIOR TO TRENCHING. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS MAY BE MADE. UTILITIES SHALL BE THOROUGHLY RESEARCHED AND LOCATED BY CONTRACTOR PRIOR TO TRENCHING. CROSSING UTILITIES SHALL BE DAYLIGHTED AND CHECKED FOR GRADE, BY CONTRACTOR PRIOR TO TRENCHING. WATER NOTE& 1. ALL WATER LINE INSTALLATIONS SHALL COMPLY WITH THE STANDARDS FOR DOMESTIC WATER SYSTEMS, CITY OF BAKERSFIELD, LATEST REVISIONS. 2., FIRE HYDRANTS SHALL BE APPROVED BY THE CITY OF BAKERSFIELD FIRE DEPARTMENT. 3. ALL FIRE LINES SHALL BE INSPECTED AND APPROVED BY THE CITY OF BAKERSFIELD FIRE DEPARTMENT. 4. ALL OFF-SITE WATER LINES SHALL BE INSPECTED BY CALIFORNIA WATER SERVICE (661) 832-2141. 5. ALL WATER LINES SHALL BE DISINFECTED AND TESTED ACCORDING TO THE CITY OF BAKERSFIELD STANDARDS. 6. ALL BACKFLOW DEVICES SHALL BE APPROVED BY THE KERN COUNTY HEALTH DEPARTMENT. 7. WATER METERS SHALL BE SUPPLIED BY THE CITY OF BAKERSFIELD. 8. CONTRACTOR SHALL OBTAIN PERMIT FROM AND PAY THE RQUIRED INSPECTION FEES OF CALIFORNIA WATER SERVICE PRIOR TO CONSTRUCTIDN OF WATER LINES. CALIFORNIA WATER SERVICE SHALL BE GIVEN 48 HOURS ADVANCED NOTICE OF WATER LINE CONSTRUCTION. fi REVISION NOOTALALL UNDERGROUND UTILITIES OR FACILITIES WERE LOCATED BY THIS SURVEY AND THE SURVEYOR ASSUMES NO RESPONSIBILTY FOR UNDERGROUND UTILITIES NOT SHOWN OR FOR INFORMATION OBTAINED FROM OUTSIDE SOURCES. 0 F= THE SURVEYOR ASSUMES NO RESPONSIBILITY FOR EASEMENTS, RIGHT OF WAYS, PROPERTY LINES OR ANY OTHER INFORMATION PERTAINING TO RECORD TITLE INTEREST DUE TO THE FACT NO TITLE REPORT WAS PROVIDED FOR THIS SURVEY. -0- EXISTING POWER POLE F - EXISTING DOWNGUY USED IN CONNECTION WITH EXISTING ELECTRICAL METER 0 EXISTING PACIFIC BELL MANHOLE IN EXISTING CABLE TV BOX e EXISTING GUARD POST iALL CONSTITUTE CONCLUSIVE EXISTING WATER VALVE tESTRICTIONS. SUBMITTAL OF EXISTING WHARF HYDRANT RX EXISTING STREET TRAFFIC SIGN + EXISTING STREET NAME SIGN 9�3 EXISTING EQUILON PIPELINE MARKER P , EXISTING PPS PIPELINE MARKER PGS PACIFIC PIPELINE SYSTEMS fzi f1 EXISTING EDGE OF PAVEMENT - - - W — EXISTING WATER LINE — E EXISTING OVERHEAD ELECTRICAL UNE EXISTING JOINT UTILITY TRENCH •> EXISTING GAS LINE ---- G— --------X —X X -- EXISTING 6' CHAIN LINK FENCE —.—S— PROPOSED SEWER LINE ----D— PROPOSED STORM DRAIN LINE I SEINER STUB 70 BE INSTA . I BY THE CITY q -KERS 7V9 PROPERTY N . 1 1 -7f fir- _ _7,_ _ _ _ firOUIET MEADOW DRIVE .___ I # i I I � , f ■ �# � } � �ii�li�li�il�il�li�! �ii�i!✓rii�il�i!!i-! l ■ ■ 7t0 CONNECT STREET LIGHT CONDUIT INTO (E) SPLICE BOX CONTACT FRANK �~ J j ■ YOUNG f411H COB. 326-,3152 ■ Y//STPVUMXES 200 ■ ■ aiAX SPACING ■ Ills ■ ■ ■ INSTALL SIAMESE FDC INSTALL 4" DOUBLE L- J ■ DETECTOR CHECK VALVE, it KKINS MODEL JWADA, OR ■ APPROVED EQUAL NTH ■ RISING STEM VALVES, TAMPER SNITCI'l AND i CGW/JUIT TO ALARM SYSIEW ■ ■ AND AUTtTINALER 4" CL 150 G'900 PVC FW 4" CL150 C900 PVC fW 4 ---w w w IN --- w --w w —.— t ------- {' 4" a150 C900 PVC FW w INSTALL 4" IEE■ INSTALL 4" GA1E ■ C. VALVE /N BOX ' Y INSTALL WARF HYDRANT E I— — — — — — — — — j r - - PER C.O.B STD. I1-6. ■ ■ 4" HOT T INTO I It 4" DUCTILE IRON PIPE 70 I J�■ 8" MAI I 3 ROOF DRAIN. PIPE TO EXIT I l a THROUGH CURB FACE ■ I o USS£ ALHAMBRA FOYJNDRY A-4�(1, �t ■ I 1 4 ADAPTOR AND A-470, 3'x5 ) ■ RECTAN(ILAR CAST IRON PIPE ' .' to h UTNE CUWALK AND of I I 3 t RS ■ I I ■ �,; I INSTALL 3/4 G ANIZED I I ! STEEL FUEL LINE 1 .._TRENCH, i J } ; r' SEE ARCHITECTU R PLANS ■ ,/ - - -" - - -,a- - - -- FOR TRENCH DE 4'X. ` ? 3/4" GATE VAL ■ j ■ INSTALL 2" WATER MEIER I \ ON RISER � ASSEMBLY PER CO.B. STD. W-8 W/ FMCO ■ Mt lEL 860 RP DEVICE ■ ■ TALL 2" WATER METER A- &Y PER CO.B STD. W -a03 ti ) ■ ' NOSCAPE PLANS 7. ■ FOR C1AVVIINUATION. CONTRACTOR TO ■ TRENCH AND BACKFILL ■ PER PG&E REQ'TS. OO 0 INSTALL 18 x6 P£RFORA7ED PVI; PIPE PG&E TO INSTALL GAS F.�.-53. � ' S SERVICE ` PIPE. (SEE SHEET S20 FOR FILLED WTH CLEAN PEA WA FINISH PAD ELEVATION$) w 1 2" 40 PVC DW ■ ■ ■ 750 GALLON CONCRETE SAND/01L INSTALL 1 1/2" C,CLARIFIER, MID -STATE CONCRETE W1 PUUBOXES ®20D� PRODUCTS MODEL C-750LP OR \OfU SPApNG �� EQUAL RAISE MANHOLES TO GRADE. ■ 10 �SLDr� 1 10 o� c- C-2ffR ,r tFR 10 tib° ■ ■ - s � '��' �.f oa vo � ■ g5 O 4" WASTE M 2.7 N "" "° o 18' b, ■ 4" SSS® 2x b 4" SS 0 2X 10 INSTALL fiRE HYDRANT o i' �, ��� ■ PET? C.O.B. STD. w -j x\ �� o C i! r•�!! ii i! !! �! i i �! i �i i i� ii ii ! ! i o 0 o LANDSCAPE 619W8 INSTALL •95M LUMEN STREET LIGHT PER c as STD. S-31. 4 s I I I SCALE: 1 " = 20' 20 10 0 20 40 S. --- s — --- ._- S --- . - - - - S --- - - - S ��E hi1C3UNTAl1V VISTA DRIVE -------------------- S- - - - _._.... . 2i,y NiW �p,y. �q' CUP 08-0558 �,ES REVISION O • a Z Z 0 F= 1 THE INCLUDED DRAWINGS, SPECIFIC TIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THE EBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUF AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER T N THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREP D AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN ROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS E iALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE tESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC A 33ENCY REVIEW SHALL NOT BE CONSIDERED A WAVER OF RRP DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP OPYRIGHT 2005 RRM is a Californ a Corporation �,ES REVISION O • a Z Z 0 F= 1 E O V W f5xfr'r < c IL cl� W a M WrIIIIII•Ow 2001 Wheela 02= Court Bakersfield Calif t07-066 (6615 nia 93309 14 070OWTCIMM O d' REVISION O • a Z Z 0 F= 1 E O V W C' < c IL W a l) u Q E0 a � W IC a 0 Q 048 � a JOB NUMBER 1107 2 SHEET In ccoIn CD co 4mmm�uc o cnQ� CO ° •> A � 3 Vl , ca < tr «� o ao { co � y V/ r� L V ` .I c C d' REVISION O • a Z Z 0 F= 1 o IJ 0 W ! D IL W a PROJECT MANAGER Q � W IC y Q 048 Z O JOB NUMBER 1107 2 NO. REVISION DATE PROJECT MANAGER DRAWN BY RRP IC -IECKED BY RTS DATE JULY 3, 048 CAD FILE JOB NUMBER 1107 14 SHEET rZ49Request for Information 004 Detailed, RFIs Grouped by RFI Number Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-322-4300 Fax: 661-322-4301 Bakersfield, CA 93307 RFI #: 004 Date Created: 12/2/2008 Answer Company Answered By Author Company Authored By McIntosh & Associates Bob Swanson S.C. Anderson, Inc. Rhonda Shoufler 2001 Wheelan Court 1006 Baker St. Bakersfield, CA 93309 Bakersfield, CA 93305 Co -Respondent Author RFI Number Subject Discipline Category Existing Monuments Civil Field Condition Cc: Company Name Contact Name Copies Notes Question Date Required: 12/16/2008 Using the benchmark listed on the grading plan (top of concrete monument in lamp hole at the intersection of Quiet Breeze Lane and Quiet Meadow Drive = 349.78) we surveyed the flow line tie-ins on Mountain Vista Drive and were 0.065 f to 0.095' higher than the flow line elevations shown on the grading plan. We propose to raise the benchmark elevation 0.08' to better match the topo shown on the grading plan. This will result in the following elevation changes: Benchmark - Top of concrete monument in lamp hole at the intersection of Quiet Breeze Lane and Quiet Meadow Drive - 349.86 Top of concrete monument in lamp hole at the intersection of Mount Pleasant Drive and Quiet Meadow Drive - 349.01 South Driveway South side of top of driveway wing - 350.715 flowline North side of top of driveway wing - 350.815 flowline North Driveway South side of south end of curb return - 351.00 flowline North side of north end of curb return - 351.145 flowline Is this acceptable? Suggestion Answer Date Answered: 12/4/2008 Revising the Benchmark at the intersection of Quiet Breeze Lane and Quiet Meadow Drive to 349.86 is acceptable. S.C. ANDERSON, INC. 0*117nu r 1114%;lP.M. ADMIN. Prolog Manager Printed on: 12/4/2008 SC Anderson Page 1 POSTED SUPER CLERK SUPER FILE PPi •Y.o\ C 0 G 0 E Q to O CS N CV Cr 7 Z 4- a 0 z 0 v z 0 N 0 cT -cs TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF QUIET BREEZE LANE AND QUIET MEADOW DRIVE. ELEVATION = 349.78' (PER TRACT NO. 6104—PH 3 MONUMENT ELEVATION MAP) ALL BEARINGS AND DISTANCES SHOWN ON THIS TOPO SURVEY, UNLESS OTHERWISE INDICATED, ARE RECORD, OR CALCULATED FROM RECORD, PER TRACT NO. 6104—PH 3, AS FILED IN HOOK 50 OF MAPS AT PAGE 53 IN 111E KERN COUNTY RECORDERS OFFICE. NOT ALL UNDERGROUND UTILITIES OR FACILITIES WERE LOCATED BY THIS SURVEY AND THE SURVEYOR ASSUMES NO RESPONSiBILTY FOR UNDERGROUND UTILITIES NOT SHOWN OR FOR INFORMATION OBTAINER FROM OUTSIDE SOURCES. THE SURVEYOR ASSUMES NO RESPONSIBILITY FOR EASEMENTS, RIGHT OF WAYS, PROPERTY LINES OR ANY OTHER INFORMATION PERTAINING TO RECORD TITLE INTEREST DUE TO THE FACT NO TITLE REPORT WAS PROVIDED FOR THIS SURVEY. LOT 72 OF TRACT NO. 6104 PHASE 3, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, AS PER MAP RECORDED AUGUST 5, 2003 IN BOOK 50, PAGE 53 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. SRIS Mountain Vista Drive Request for Information 001 Detailed, RFIs Grouped by RFI Number let-. 001-044-140W rah. vv f-JLL--I­ RRM Design Group Mike Scott S.C. Anderson, Inc. Rhonda Shoufler 3765 South Higuera Street 1006 Baker St. Suite #102 Bakersfield, CA 93305 San Luis Obispo, CA 93401 __-_______ -- Co-Respondent Author RFl Number Subject Discipline Category Sump on West Side Civil Drawing Clarifications Cc: Company Name Contact Name Copies Notes Sheet No. C-4 shows coordinates for the sump at the west side of the project: "t Please provide an additional points of reference for sump design so that sump can be staked as shown on plan. Provide Suggestion Refer to attached exhibit CD -1 from the Civil Engineer. I f' £ 3 St !3 , 5763��„t, it ts� 10.l p i",�. t• bb. 7.S b �s sc t N6575r_.,;7 7N -=r0-,5,=751=11 ,1<71 1[ '•a �.� �^4'�._ 73.7 7491 45 �.,,..w- r�Sgti��30Fr. �/�-0 17 �7 � 7i �•$8 �.��3 N6ai5�9.�? �rz �iTsa.59 Elobt; 7,22 t��5ir"s3s.31 �.../�'1 �� ' - � �• �a h f N 6,47 E%a"198's m ...... S€fifi7 @ ✓ `'.'-EdK57�67.36� Ifi3 1 ti Ifj5747?.J4 afivih / ✓✓ Pdr✓ 5 q 7Jj .bSbi'`fi2i 'e :gg 7Eo5 i. hr� aFP- M. tofi.� i6`733.DN�763 a? 1 ` I # '3E2t7 r' / 1 j •X57 0 49 ass t zaf�4 pp a N65746r4.1 r _i Gc 4;Jf I d I rl N65750&48 's --- -- A ►ITOSH AssocWES FIRE STATION #14 ! N65734 ' E1666C r 1 SCALE: 1 " = 20' 20 10 4 20 40 OEM NOO*19'26"E 114- Y ,.W 02751.E r mff ELECTRICAL CONNECTION PER CIVIL DRAWINGS Se- Q5 ,S&e P'� `;T' Ib 02930.A 02820.A -02510.8 r' ---16000.B 77 `x-16000.1 02751.1 St -I Z_ (LANDSCAPE AREA - N.I.C.) LIMIT OF CONSTRUCTION g91e ?) SCALE: 1:20 I 1 A. All contractors bidding the project shall visit the site and verify existing conditions prior to submitting a bid. B. Refer to Grading Plan for benchmark location, earthwork proposed, existing elevations, and further information. C. Refer to Site Utility Plan for underground wire, piped utilities, and further --- - information. D. Anti-grafffiti coafing to be previded applied on all surfaces of exterior site walls, enclosure walls. E. Refer to T-1.3 for accessible parking stall requirements and site accessibility- information. ccessibility information. - -- F. The construction shall not restrict a five-foot clear and unobstructed access to any water or power distribution facilities (power poles, pull -boxes, transformers, vaults, pumps, valves, meters, appurtenances, ect.) or to the location of the hook-up. The construction shall not be within ten feet of any power lines -whether or not the lines are located on the property. Failure to comply may cause construction delays and/or additional expenses. G. Temporary pedestrian protection shall be provided as required by Section 33€33.7. H. Refer to Demolition, Civil, and Landscape Plans for demolition of existing trees, trees to remain, and further information. 1. Refer to roof plan for splash block locations. J. Refer to Details 44/A-1.3 for all exterior paving. 025107VVATER DISTRIBUTION - 0251O.A - FIRE PROTECTION- DOUBLE DETECTOR CHECK VALVE, REFER TO CIVIL. 02510.8 - WARF HEAD 0251O.0 - DOMESTIC- NEW WATER METER, REFER TO PLUMBING AND CIVIL. 02510.F FIRE HYDRANT. REFER TO CIVIL. 0251O.G - LANDSCAPE- NEW WATER METER. REFER TO PLUMBING AND CIVIL. 02510.H - WATER SEVICE. REFER TO PLUMBING AND CIVIL. 02535 - SANITARY SEWER PIPING 02530.A - CLARIFIER. REFER TO CIVIL AND PLUMBING. 02551 -PIPED ENERGY DISTRIBUTION 02551.A - GAS METER. REFER TO PLUMBING AND CIVIL. 02751 - PORTLAND CEMENT CONCRETE PAVEMENT O 751,A 7- CEMENT CONCRETE PAVING FOR VEHICULAR -TRAFFIC__ REFER TQ__CIVIL. �, 02751.8 _PORTLAND Portland cement concrete paving for pedestrian traffic. RefeFte-Sfvv� a - 6" native soil compacted to 90% Relative Compaction. 02 51. i CONCRETE CONTROL JOINT. REFER T4 CIVIL. 02751.E - CONCRETE GUTTER. REFER TO CIVIL. - - -- 02751.1 - CONCRETE CURB. REFER TO CIVIL. 02751.G - CONCRETE CURB RAMP. 027 .Hy - CONCRETE DRIVEWAY APRON. 02751.1 - CONCRETE EXPANSION JOINT. REFER TO CIVIL. 02765 - PAVEMENT MARKINGS 02765.A - PARKING SPACE STRIPING. 02820 - FENCES AND GATES - 02820.A - DECORATIVE METAL FENCE `\ 02870 - SITE FURNISHINGS 02870.A - BICYCLE RACK. REFER TO DETAIL 11/A-1.3 02930 - EXTERIOR PLANTS 02930.A - LANDSCAPE AREA. REFER TO LANDSCAPE. 04220 - CONCRETE UNIT MASONRY 04220.A - CMU ENCLOSURE/SITE WALL. SEE DETAIL 14/A-1.3 04220.0 - CMU SITE COLUMN. SEE DETAIL 24/A-1.3 04220.D - CMU RAISED SITE WALL PLANTER W/ MANUFACTURED MASONRY VENEER. 8"X8" OPENING IN CMU SITE WALL. _ ALIGN W/ LOCATION OF DOWN SPOUTS AND 04220.F - ROOF DRAIN OUTLETS. - 05500 - METAL FABRICATIONS FREESTANDING METAL SHADE CANOPY. REFER TO STRUCTURAL.AND DETAIL 05500.) _ 54/A-1.3 10350 - FLAGPOLES 10350.A - FLAGPOLE. REFER TO DETAIL 21/A-1.3 10400 - IDENTIFICATION DEVICES 10400.6 - ACCESSIBLE PARKING ENTRY SIGNAGE. REFER TO DETAIL 12/T-1.4 16000 - ELECTRICAL 16000.8 TRANSFORMER. REFER TO ELECTRICAL. �16000.I - PULL BOX PER ELECTRICAL 16500 - LIGHTING 16500.6 - POLE --MOUNTED PARKING LIGHT FIXTURE. REFER TO ELECTRICAL. 16500.D - EXTERIOR BOLLARD LIGHT FIXTURE. REFER TO ELECTRICAL. 16500.E - FLAG POLE LIGHT. REFER TO ELECTRICAL. mns and ED DRAWINGS, SPECIFICATIONS, IDEAS, DESIC 4SAND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL tEMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THERE SHALT. BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTR N WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC P JECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED V THOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CO LUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. i6BMI TAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SKO L NOT BE CONSIDERED AWAIVER OF RRM DESIGN GROUP'S F GHTS. RRM DESIGN GROUP COPYRIGHT 008 RRM is a California Corpor ion ,.. �4 f a 0 g - i'M5�%' .... • N.'IIA ca concrete over U) ones=, ,N , -. i . 4 lamm I NO.I REVISION I CIATE I ,.. �4 f a 0 g - i'M5�%' .... • N.'IIA ca concrete over U) ones=, ,N , -. i . 4 lamm I NO.I REVISION I CIATE I I NO.I REVISION I CIATE I N >z 1A'_SQ" TRASH ENCLOSURE SCALE:1%a'=,' c" 12'-0" 02751.E p SLOPE R CIVIL 02751.A jF_ 7 ! f L}O11/ 14600.A 02751.E 16000.) SLOPE PE�1�._ 04220.A • • �� f1= f N SCALE: 1/8" = 1'-0" 0 SCALE: 1/4" = 1'-0" p CONTRACTOR TO PROVIDE 5' SQUARE BY T DEEP CONCRETE FOUNDATION FOR HOSE TOWER. ATTACHMENT BOLTS AND REBAR TEMPLATE PROVIDED BY HOSE TOWER MANUFACTURER. REFER TO MANUFACTURER FOR INSTALLATION. PROVIDE UNISTRUT SUPPORT AS REQUIRED TO SUPPORT AND PROTECT PIPE. MOUNT ATS AND ELECTRICAL MAIN FLUSH TO CMU WALL. PROVIDE SEALANT (AND FLASHING AS REQUIRED) AT ALL SIDES OF CONNECTION TO WALL. �,Tgx lig A !F a, tiF� 111 K 91 1 r , SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" A. All contractors bidding the project shall visit the site and verify existing conditions prior to submitting a bid. B. Refer to Grading Pian for benchmark location, earthwork proposed, existing elevations, and further information. C. Refer to Site Utility Plan for underground wire, piped utilities, and further information.- --_ _ iArOD.IJ Z, - - - D. Anti -graffiti coating to be previa applied on aIT surfaces of exterior site walls, c enclosure walls. E: Refer to T-1.3 for accessible parking stall requirements and site accessibility information. F. The construction shall not restrict a five-foot clear and unobstructed access to any water or power distribution facilities (power poles, pull -boxes, transformers, vaults, pumps, valves, meters, appurtenances, ect.) or to the location of the hook-up. The construction shall not be within ten feet of any power lines -whether or not the lines are located on the property. Failure to comply may cause construction delays and/or additional expenses. G. Temporary pedestrian protection shall be provided as required by Section 331)3.7. H. Refer to Demolition, Civil, and Landscape Plans for demolition of existing trees, trees to remain, and further information. I. Refer to roof pian for splash block locations. J. Refer to Details 44/A-1.3 for all exterior paving. KEYNOTES 02751 - PORTLAND CEMENT CONCRETE PAVEMENT PORTLAND CEMENT CONCRETE PAVING FOR VEHICULAR 02751.A _ TRAFFIC. REFER CIVIL:--------- -- - - -TO Portland cement concrete paving for pedestrian traffic. ��e- '� 0251 B - 6"native soil compacted to 90% Relative Compaction. 02751.D - CONCRETE CONTROL JOINT. REFER TO CIVIL. - 02751.E - CONCRETE GUTTER. REFER TO CIVIL. 02751.F - CONCRETE CURB. REFER TO CIVIL. x 2„ DRAIN DOLE THROUGH CURB TO 8' DEEP DRAIN ROCK 02751.E - BASIN PER CIVIL. 02820 - FENCES AND GATES 02820.13 - AUTOMATIC SLIDING GATE OPERATOR. 02820.0 - AUTOMATIC SLIDING GATE. REFER TO DETAIL 12/A-1.3 AUTOMATIC SLIDING GATE TRACK. REFER TO DETAIL 02820.D - 13/A-1.3 02820.E - AUTOMATIC SENSOR LOOP. REFER TO ELECTRICAL. PEDESTAL WITH GATE ACCESS DEVICE. REFER TO 02820.F - ELECTRICAL AND DETAIL 32/A-1.3 02820.G - AUTOMATIC EXIT LOOP FOR GATE. REFER TO ELECTRICAL. 02930 - EXTERIOR PLANTS 02930.A - LANDSCAPE AREA. REFER TO LANDSCAPE. 02930.B - 7'--0" DIA, PLANTING AREA. REFER LANDSCAPE. 03300 - CAST -IN-PLACE CONCRETE n'7-7nn F ^Ahlr'nrTr- r-(%nTI 1n 077CCD TO CTRI if TI IPAI VJJVV.t1 - %�Vlvvl\I-II_ I VV IIIrv. 11,". _f, , ­,...,,.,...._. 03300.0 - CONCRETE FUEL TANK PAD. 03300.D - CONCRETE HOUSEKEEPING PAD. REFER TO DETAIL X/X :3] 04220 - CONCRETE UNIT MASONRY 04220.A - CMU ENCLOSURE/SITE WALL. SEE DETAIL 14/A-1.3 04220.0 - CMU SITE COLUMN. SEE DETAIL 24/A-1.3 9 05500 - METAL FABRICATIONS 05500.A -- REMOVABLE METAL BOLLARD. REFER TO DETAIL 31/A-1.3 CONCRETE FILLED METAL BOLLARD. REFER TO DETAIL X05500.13 - 44/A-1.3 FREESTANDING ALUMINUM TRELLIS SHADE STRUCTURE. 05500.K - REFER TO DETAIL 11/A-1.4 13200 - STORAGE TANKS 13200.A - ABOVE GROUND DIESEL FUEL TANK. 14600 - HOISTS AND CRANES ` 14600.A - HOSE DRYING TOWER - REFER TO SPECS. 15400 - PLUMBING FIXTURES AND EQUIPMENT 15400.K _ CONNECTION FROM FUEL TANK TO GENERATOR. REFER TO CIVIL AND SPEC. 15000 - ELECTRICAL 16000.A - EMERGENCY GENERATOR. REFER TO ELECTRICAL. 16000.D - ELECTRICAL MAIN SWITCH BOARD AND ATS. REFER TO ELECTRICAL. 16000.) - POST W/ HOSE TOWER DISCONNECT PER ELECTRICAL. 16500 - LIGHTING 16500.A - LIGHT FIXTURE. REFER TO ELECTRICAL. THE INCLUDED DRAWINGS, SPECIFICATIONS, IOEAS, D IGNS AND �e�a�r�MENTS REPRESENTED THEREBY ARE AND SH L REMAIN ns _a_n_d -ERTY OF RRM DESIGN GROUP AND NO PART THE EOF SHALL DISCLOSED TO OTHERS OR USED IN CONNE TION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIF4 PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOP WgTHOUT THE WRITTEN CONSENT OF RRM OESIGN GROUP. VISUAL C TACT WITH THESE DRAWINGS OR SPECIFICAMONS SHALL CONSTITUTE ONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS, S C7fTTAt OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW BALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROU RIGHTS. RRM DESIGN GROUP COPYRIG 2008 RRM is a California Corpo HI 4" thick concrete over ' S a x IIII I J S u C as 0 u 4�9 c I c co - LIM DO DO i FEw 1 �- 1F Ch Ln ICU� a: .� (nC5 Ln co ' I NO. I REVISION I . DATE I MANAGER NOT EXCEED 5 POUNDS nnr ea#ta€WUR-hED GATE W/ PERFORATED GALV. N tA�TV INSIDE FACE OF ENTIRE GATE. 20 STEEL TUBE STRIKE WjRECESSED BOLTS AT 24" O.C. TO CONC. WALL. PLUG AND GRIND SMOOTH, WOOD STUD SITE WALL MANUFACTURED METAL GATE FRAME AND HINGES SEALED ij STL. BOX TO HOUSE ACCESSIBLE LEVER TYPE HANDLE PER HARDWARE SCHED. PAINT BOX TO MATCH GATE. PROVIDE STRIKE AS REQ. FOR SECURE LATCH. KICK PLATE PER DETAIL 23/T-1.4. PAINT TO MATCH GATE REFER TO DETAIL 52/— FOR ATTACHMENT AT GATE HINGE. PATIO GATE 81 /2% 1/4" THICK METAL PLATE ATTACHED TO CMU WALL WITH (5) 5/8" X 4" ANCHOR BOLTS ONE AT CENTER, THE OTHERS, AT EACH HINGE LEVEL. METAL PANEL W/ j" TAPPING---\ SCREWS T+B Q 8" O.C. 1i2° 15 -14 PROVIDE 1�2" CONDUIT WBOX AT TOP AND BOTTOM. XTEND ANTEN A F�OM GATE OPERATOR TO TOP OF POLE OCATE ADJACENT TO GATE OPERATOR) GATE MOTION SENSOR TO MATCH SENSORS BELOW -TO ANGLE DOWN TO LOWER BOLLARD I I I I [I II 3/4" DIAM. I I CONDUIT II 5" SQ. STEEL I BOLLARD -POWDER _N o 11 COATED + 9 � 11 REFLECTOR FOR 29 UPPER SENSOR , s II GATE EDGE II SENSOR IN SURFACE II MOUNTED WATERPROOF II JUNCTION BOX I I L II �N II 3/4" DIAM. CONDUIT I II ADJACENT FINISH SURFACE- � Il REFER TO SITE PLANS 11FE A �II °• .. DECORATIVE GALV. STEEL v F * ✓ � 1 i! �: is -3Q9 9 Af 07131/09 O , GATE WITH 2 FRAME • • 11 .. i caa ' ' — FILL SOLID W/ CONCRETE : •. ANY WORK OR PROJECT OTHER THAN THE SPEC£ ADJACENT FINISH SURFACE- FOR WHICH THEY HAVE BEEN PREPARED AND DEVEL z THE WRITTENCONSENTOF RRM DESIGN GROUP, VISUAL REFER TO CIVIL & FLOOR THESE DRAW€NGS ORSPECIFICAT£ONS SHALL CONST€TU CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. PLANS THESE DOCUMENTS FOR PUBLIC AGENCY REV£ s d P'S RIGHTS, RRM DESIGN GROUP COPYRI RRM is a California Corpi Fration t +( r 4g Y III ! — -.a . ,•� HINGE- WELDED' •.:.._..._ I � 11 I l '` : ' : �• : • — EMBED PIPE IN CONCRETE — TO GATE S : 4 ; : • • FOUNDATIONPER'.,,.' ::::�;' .' caCRETE FOOTING .: • : •,� . FLUSH! W/ ADJACENT FINISH y ,€ r SURFACE � - 16SQ.- FLUSH W% d • � •_ )/2"" DIA. STEEL PIN 1 In 14_4A dn ..�. d4• ,...',: . `r - 4 - �.•,...y.• ADJACENT FINISH , � f . M • i j'A "' ! -` SURFACE 1 Y I.D. STEEL PIPE ---------'^— WELDED TO PLATE ,:. 2-s ELEVATION 4: � 1'-4A fi v G HINGE # 152] 1.15.43 MRS FfxedBaltardwSensor.dwg ELASTOMERIC RXED 0 / G SENSOR N•T.S 5 s MEMBRANE 3'_4fl 01 LAP 12 T + B OF JOINT I TA. PLANTER ' CEMENT PLASTER SYSTEM 11" FINISH L 4»x1%4" BOLTED CONNECTION cry .p s GALV. METAL I PER SCHED. (TYP.)+ _ TO WALL PRECAST 1" MIN, FLASHING 2 —8 + + + CONCRETE 2" .• , .--- --- OVERHANG ~ D j RIP I 3" POST WATERTABLE k ., ; ' {� £ FILTE FABRIC (TYP-) GUIDE ROLLER (TYP 2) 62-22-0/At'S - --- N.12�t97 1ryJjt<-BMv-/S-t4-onQ_C,;,{`A�ifacfur �n Ocrs 5.4mfa tA7Sf1-.f-1.3 S.ts SafnYaQ RAI SE 3/4-1531 SEE PIAN 1 1/2" METAL DECK PER PLAN BEAM PER STRUCTURAL PLAN .PERPENDICULAR O DECK SEALANT METAL FLASHING --� W/ DRIP TO MATCH DECK 1 1/2" METAL DECK, ATTACH PER SPEC AND STRUCTURAL BEAM PER STRUCTURAL PLAN PAMM TO PLM 03-11-08 MLS RaisedPlanter.dwg ELEVATION/SECTION CHAIN LINK ROLLING GATE ALSO SEE DETAIL 22/- )R POST FOOTING L 4"x1 j4 GUIDE ROLLER (TYP. 2) (TYP') 3" POST + STRIKE GUIDE (TYP.) W/ RUBBER BUMPER PLAN 0.06.04 F.T. RollingGateGuide.dwg .SDI G GATE GUIDE AND POST 143 v SHAPE DOME AT TOP 1 ✓ � 1 i! �: is -3Q9 9 BUILNOER° DAMATCH 07131/09 O , BUILDINGBOLLARD- • • 11 .. i caa ' ARRANGEMENTS REPRESENTED THEREBY ARE AND _ THE PROPERTY OF RRM DESIGN GROUP AND NO PART FILL SOLID W/ CONCRETE BE COPIED, DISCLOSED TO OTHERS OR USED IN CON s ANY WORK OR PROJECT OTHER THAN THE SPEC£ ADJACENT FINISH SURFACE- FOR WHICH THEY HAVE BEEN PREPARED AND DEVEL z THE WRITTENCONSENTOF RRM DESIGN GROUP, VISUAL REFER TO CIVIL & FLOOR THESE DRAW€NGS ORSPECIFICAT£ONS SHALL CONST€TU CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. PLANS THESE DOCUMENTS FOR PUBLIC AGENCY REV£ s d P'S RIGHTS, RRM DESIGN GROUP COPYRI RRM is a California Corpi Fration t +( r 4g Y III ! — -.a . ,•� ..•, •.:.._..._ I � 11 I l '` : ' : �• : • — EMBED PIPE IN CONCRETE — N : 4 ; : • • FOUNDATIONPER'.,,.' DAIONPER .: STRUCTURAL; rl FLUSH! W/ ADJACENT FINISH y ,€ r 62-22-0/At'S - --- N.12�t97 1ryJjt<-BMv-/S-t4-onQ_C,;,{`A�ifacfur �n Ocrs 5.4mfa tA7Sf1-.f-1.3 S.ts SafnYaQ RAI SE 3/4-1531 SEE PIAN 1 1/2" METAL DECK PER PLAN BEAM PER STRUCTURAL PLAN .PERPENDICULAR O DECK SEALANT METAL FLASHING --� W/ DRIP TO MATCH DECK 1 1/2" METAL DECK, ATTACH PER SPEC AND STRUCTURAL BEAM PER STRUCTURAL PLAN PAMM TO PLM 03-11-08 MLS RaisedPlanter.dwg ELEVATION/SECTION CHAIN LINK ROLLING GATE ALSO SEE DETAIL 22/- )R POST FOOTING L 4"x1 j4 GUIDE ROLLER (TYP. 2) (TYP') 3" POST + STRIKE GUIDE (TYP.) W/ RUBBER BUMPER PLAN 0.06.04 F.T. RollingGateGuide.dwg .SDI G GATE GUIDE AND POST 143 �--- 5" DIAM. STEEL REMOVABLE BOLLARD -WHITE POWDER cmCOATED r� REFLECTIVE STRIPING— YELLOW REFER 0 FINISH PLASE- `� = FORM SLEEVE IN CONCRETE —_ W/ DRAIN AT BOTTOM CONCRETE FOOTING 16" SQ.— FLUSH W/ ADJACENT FINISH • SURFACE DRAIN 06/19/44 K.O.R. R:\—Master_Detoil\Arahitectural\.dwg REMOVABI E BOLLARD 1R € —3n I i I O O E d ENTRY PEDESTAL ---__ _II I 00 REFER TO DETAIL 33/- Ico PEDESTAL FOUNDATION --- REFER TO DETAIL 34/- ALIGN BOLLARDS % AS SHOWN REMOVABLE BOLLARD PER PLAN 1.15.43 MRS SlidGatePedestai.dwg SUDING GATE PEDESTAL N.T•s. 32 PROXIMITY VEHICLE READER �__• 00a Lg oa �� Ti--, - aao f1 PROVIDE KEY PAD, W/ INTERCOM DOOR KING PER SPEC ADJACENT TO CARD READER -USE ADDITIONAL ARM IF NEEDED KEY CARD READER EDGE OF DRIVEWAY, TYP 30'-0R HIGH CONE TAPERED ALUMINUM FLAG POLE --6" AT CAST ALUMINUM FLASH COLLAR -----10" DIA. GALVANIZED -- FOUNDATION TUBE -- PER MANUFACTURER'S ( RECOMMENDATIONS CONCRETE FOUNDATION 17 •- . d . GSa ADJACENT SURFACE - _A REFER TO CIVIL PLANS I r-4 ' d -a 11 3/4" DIA. STEEL d 4 LIGHTING GROUND SPIKE ° �16" SQUARE BASE PLATE �- 6" SQUARE SUPPORT 21-0. 01 PLATE 40 08-22.01 LS. N:\1989\A99016\ARCH\Product\CAD files\Con Docs\Details\Site\10350--FLGPOLBAS.dwg G POLf WE 131 1211 ADJACENT SURFACE TO COVER FOOTING AT PAVING SaL PE ADJACENT SURFACE REFER TO CIVIL DRAWINGS d - �.7_- - q d STL POST CONCRETE FOOTING - 2'-6" AT TRELLIS FOOTING 06/19/00 K.D.R. R:\_Master_Detaif\Architectural\,dwg FFENCE POST/SHADE STRUCTURE F 1/2-1221 e CMU ENCLOSURE WALL — — — — -- -- WHERE OCCURS I I I FOOTING BELOW METAL FENCE, TYP. I 14 I WHERE OCCURS L�e,_ ' I I I I PIAN 1L -------- I £ 1.15.03 MRS �, PROVIDE LEVELING NUT DOUBLE TOP NUTS TYP. SLOPE TOP AWAY & DRY PACK CHAMPER EDGE 3/4n 1, I —i 3TIES 08"O.C. l 5/8" X 20" LONG I ` AB, PER PEDESTAL MANUFACTURER SPECIFICATIONS V -s'= SQ CONCRETE FOUNDATION ADJACENT SURFACE - d ' d REFER TO CIVIL DRAWINGS d: ' • e °° = ' 2" x 2" POST PER PLAN .4 d � d 4 ,- CONCRETE FOOTING Q d d 47,r . 4a ,A_' 6" 6° 12--41-00 D.M. R:\—Master—Detoil\Archltecturo€'\UZZSV/--aluHra£rik�.awg SIG / I C G 1 1 j2� OPENING SIZE PER PLAN CONTRACTOR TO VERIFY STEEL GATE NOMINAL GATE LENTH (CONTRACTOR TO VERIFY) �FENCE�POST--\ r PERFORATED GALV. STEEL SCREEN C STEEL ROLLER € BY MANUFACTURER NOTE; GATE PICKETS AND RAILS TO BE PLUMB AND LEVEL, B.O. GATE TO FOLLOW SLOPE OF FINISH GRADE. REFER TO GRADING PLANS FOR FURTHER INFORMATION, 1,15.03 KL SfldingGateEdevction.dwg SLIDING GATE ELEVATION aroc ml, DECORATIVE STEEL GATE - REFER TO DETAIL 12/A-1.2 2" X 8" X hs" STEEL TUBE BOTTOM RAIL 6" V -GROOVE WHEEL -SOLID STEEL W/SEALED BEARINGS ADJACENT PAVING REFER TO CIVIL DRAWINGS CONTINUOUS CONCRETE BOND BEAM GALV. #4 REBAR HOOKS 24" O.C. WELDED TO 6 £ ' I I I I I POSTS 1 I I I I GALV. 3" CHANNEL I I 4.1 /FT. WITH I I I I I I 1X411 X I1, X l6" I I THICK ANGLE IRON I i CONTINUOUS TRACK I i I I �. Q .d .IIlal�c'1a1111111� L'.�/.F i i ■ EI � it 1 r i i r-_ + 1 `1 i Lir j „ 1 , z ! G G G � r ■ ■ ' ! -``! �i %��i ' l` ! 1 V � � r • I r } l'.I . j k i r J'�J-RADIUS 1 € i f , i 111,00. II • 1 >! 1 s I t i f o SITE i g ■.E/ r WALL i /00 111% 1 �ye,d Arr v SHAPE DOME AT TOP 5" DIAM. GALV. STEEL PIPE- -3Q9 9 BUILNOER° DAMATCH 07131/09 O , BUILDINGBOLLARD- 4l a{ Ca1;k�fi REFLECTIVE STRIPING— YELLOW caa ' ARRANGEMENTS REPRESENTED THEREBY ARE AND ALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART FILL SOLID W/ CONCRETE BE COPIED, DISCLOSED TO OTHERS OR USED IN CON s ANY WORK OR PROJECT OTHER THAN THE SPEC£ ADJACENT FINISH SURFACE- FOR WHICH THEY HAVE BEEN PREPARED AND DEVEL z THE WRITTENCONSENTOF RRM DESIGN GROUP, VISUAL REFER TO CIVIL & FLOOR THESE DRAW€NGS ORSPECIFICAT£ONS SHALL CONST€TU CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. PLANS THESE DOCUMENTS FOR PUBLIC AGENCY REV£ s d P'S RIGHTS, RRM DESIGN GROUP COPYRI RRM is a California Corpi Fration t +( r 4g Y III ! — -.a . ,•� ..•, •.:.._..._ I � 11 I l '` : ' : �• : • — EMBED PIPE IN CONCRETE — N : 4 ; : • CONCRETE FOOTING 16" SQ. - .: FLUSH! W/ ADJACENT FINISH SURFACE In 14_4A dn 7.14.03 L.F. FixedHoliard .dwg �--- 5" DIAM. STEEL REMOVABLE BOLLARD -WHITE POWDER cmCOATED r� REFLECTIVE STRIPING— YELLOW REFER 0 FINISH PLASE- `� = FORM SLEEVE IN CONCRETE —_ W/ DRAIN AT BOTTOM CONCRETE FOOTING 16" SQ.— FLUSH W/ ADJACENT FINISH • SURFACE DRAIN 06/19/44 K.O.R. R:\—Master_Detoil\Arahitectural\.dwg REMOVABI E BOLLARD 1R € —3n I i I O O E d ENTRY PEDESTAL ---__ _II I 00 REFER TO DETAIL 33/- Ico PEDESTAL FOUNDATION --- REFER TO DETAIL 34/- ALIGN BOLLARDS % AS SHOWN REMOVABLE BOLLARD PER PLAN 1.15.43 MRS SlidGatePedestai.dwg SUDING GATE PEDESTAL N.T•s. 32 PROXIMITY VEHICLE READER �__• 00a Lg oa �� Ti--, - aao f1 PROVIDE KEY PAD, W/ INTERCOM DOOR KING PER SPEC ADJACENT TO CARD READER -USE ADDITIONAL ARM IF NEEDED KEY CARD READER EDGE OF DRIVEWAY, TYP 30'-0R HIGH CONE TAPERED ALUMINUM FLAG POLE --6" AT CAST ALUMINUM FLASH COLLAR -----10" DIA. GALVANIZED -- FOUNDATION TUBE -- PER MANUFACTURER'S ( RECOMMENDATIONS CONCRETE FOUNDATION 17 •- . d . GSa ADJACENT SURFACE - _A REFER TO CIVIL PLANS I r-4 ' d -a 11 3/4" DIA. STEEL d 4 LIGHTING GROUND SPIKE ° �16" SQUARE BASE PLATE �- 6" SQUARE SUPPORT 21-0. 01 PLATE 40 08-22.01 LS. N:\1989\A99016\ARCH\Product\CAD files\Con Docs\Details\Site\10350--FLGPOLBAS.dwg G POLf WE 131 1211 ADJACENT SURFACE TO COVER FOOTING AT PAVING SaL PE ADJACENT SURFACE REFER TO CIVIL DRAWINGS d - �.7_- - q d STL POST CONCRETE FOOTING - 2'-6" AT TRELLIS FOOTING 06/19/00 K.D.R. R:\_Master_Detaif\Architectural\,dwg FFENCE POST/SHADE STRUCTURE F 1/2-1221 e CMU ENCLOSURE WALL — — — — -- -- WHERE OCCURS I I I FOOTING BELOW METAL FENCE, TYP. I 14 I WHERE OCCURS L�e,_ ' I I I I PIAN 1L -------- I £ 1.15.03 MRS �, PROVIDE LEVELING NUT DOUBLE TOP NUTS TYP. SLOPE TOP AWAY & DRY PACK CHAMPER EDGE 3/4n 1, I —i 3TIES 08"O.C. l 5/8" X 20" LONG I ` AB, PER PEDESTAL MANUFACTURER SPECIFICATIONS V -s'= SQ CONCRETE FOUNDATION ADJACENT SURFACE - d ' d REFER TO CIVIL DRAWINGS d: ' • e °° = ' 2" x 2" POST PER PLAN .4 d � d 4 ,- CONCRETE FOOTING Q d d 47,r . 4a ,A_' 6" 6° 12--41-00 D.M. R:\—Master—Detoil\Archltecturo€'\UZZSV/--aluHra£rik�.awg SIG / I C G 1 1 j2� OPENING SIZE PER PLAN CONTRACTOR TO VERIFY STEEL GATE NOMINAL GATE LENTH (CONTRACTOR TO VERIFY) �FENCE�POST--\ r PERFORATED GALV. STEEL SCREEN C STEEL ROLLER € BY MANUFACTURER NOTE; GATE PICKETS AND RAILS TO BE PLUMB AND LEVEL, B.O. GATE TO FOLLOW SLOPE OF FINISH GRADE. REFER TO GRADING PLANS FOR FURTHER INFORMATION, 1,15.03 KL SfldingGateEdevction.dwg SLIDING GATE ELEVATION aroc ml, DECORATIVE STEEL GATE - REFER TO DETAIL 12/A-1.2 2" X 8" X hs" STEEL TUBE BOTTOM RAIL 6" V -GROOVE WHEEL -SOLID STEEL W/SEALED BEARINGS ADJACENT PAVING REFER TO CIVIL DRAWINGS CONTINUOUS CONCRETE BOND BEAM GALV. #4 REBAR HOOKS 24" O.C. WELDED TO 6 £ ' I I I I I POSTS 1 I I I I GALV. 3" CHANNEL I I 4.1 /FT. WITH I I I I I I 1X411 X I1, X l6" I I THICK ANGLE IRON I i CONTINUOUS TRACK I i I I �. Q .d .IIlal�c'1a1111111� L'.�/.F i i ■ EI � it 1 r i i r-_ + 1 `1 i Lir j „ 1 , z ! G G G � r ■ ■ ' ! -``! �i %��i ' l` ! 1 V � � r • I r } l'.I . j k i r J'�J-RADIUS 1 € i f , i 111,00. II • 1 >! 1 s I t i f o SITE i g ■.E/ r WALL i /00 111% 1 �ye,d Arr v � r- m -3Q9 9 r 07131/09 O , RENI YfAL °�e 4l a{ Ca1;k�fi RlJn THE INCLUDED DRAWINGS, SPEC£F€CATIONS,'IDEAS, IESIGNSAND ARRANGEMENTS REPRESENTED THEREBY ARE AND ALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART EREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CON ECTION W€TH ANY WORK OR PROJECT OTHER THAN THE SPEC£ IC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVEL ED WrrHOUT THE WRITTENCONSENTOF RRM DESIGN GROUP, VISUAL ONTACT WITH THESE DRAW€NGS ORSPECIFICAT£ONS SHALL CONST€TU CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. UBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REV£ SHALL NOT BE CONSIDERED A WAIVER OF RWVI DESIGN GRID P'S RIGHTS, RRM DESIGN GROUP COPYRI T 2008 RRM is a California Corpi Fration �r � r- r , 1, 4l 4 r r RlJn � • Um .. Y{ +y F Qp € -L4_- t +( r 4g Y O Z z 0 U) w I= LL I� w U- I NO.1 REVISION II DATE I rff7f '11WIT"I im.Ii.'I ji 1i4° 1111 WEST ELEVATION 04-25-01 D.M. R:\..AS8016\Product\CADfiies\DD\Details\08510—AC_CLGBRAC.dwg E SE S 22 NORTH ELEVATION A-1.3 TI!P FOOTING EACH COLUMN u4' 1121 I Ar�h� used v � m 919 �x RE131/09 NEWAL of Gci1 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, D SIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND S LL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART TH EOF SHALL SE COPIED, DISCLOSED TO OTHERS OR USED IN CONN TION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIR PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOP D WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP, VISUAL C `TACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE ONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. S' MITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW HALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROW S RIGHTS. RRM DESIGN GROUP COPYRIGF T 2008 RRM is a California Corpo ation Li TE Request for Information 051 Detailed, RFIs Grouped by RFI Number Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-665-8175 Fax: 661-665-8297 i Bakersfield, CA 93311 RFI #: 051 Date Created: 5/12/2009 Answer Company Answered By Author Company Authored By —4 I 1 i I shat RRM Design Group Mike Scott S.C. Anderson, Inc. Rhonda Shoufler I i i% g 3765 South Higuera Street 5815 Mountain Vista Dr. I i q oe Suite #102 Bakersfield, CA 9330744 San Luis Obispo, CA 93401 Co -Respondent Author RFI Number ! _ Inland #2, #4 & #6 25 48 Subject Discipline Category Cabinet Changes Interior Design Drawing Discrepancies 2 4 �; O Cc: Company Name Contact Name Copies Notes 08 r --� aalp Question Date Required: 5/26/2009 215 _ Sheet A2.1 I ,, #1: Confirm shelf design & pole in all bunk rooms (see attached drawing RFI -02). Is this acceptable? ! i j=I I LOOKS LIKE wE NEED TO MOVE THE SINK TO THE #2: Recommend switching to a single door in kitchen, as it will provide better access (see attached drawing RFI -04). Is ' I ! 48, ,� OTHER SIDE OF this acceptable? ; THE CABINET TO ' 1122 MATCH PLUMBING. I t 1 iI #3: It appears that the prep sink in kitchen will need to be moved to the other side of the cabinet to match plumbing (see 672! �' ,,J�—( attached drawing RFI -06). Is this acceptable? I ( A r Suggestion "910""c' Date Answered: 5/13/2009 #1: Yes, this is acceptable ' #2: Yes, this is acceptable #3: This is acceptable. Contractor to coordinate all trades to verify piping, casework, countertop, sink and all other items are coordinated to be in the same location. .� .._.. _ ..... _ ....._ _.. _._._.-.-------- •- ---.._._____.�_...------_----_._.__ --- --- ----ter CONFIRM SHELF DESIGN 811 � � � � wwttamee O \K6rae+ �owaa Ic�ralvp FE ♦ ............ ........... _... _.., 1..._ ._ ...� i PL -3 1 24 24 24 ELEVATION: TYP ALL BUNK ROOMS 2 M Scale, PPS -vI4,0\ 24 ---- -- --- 733!4 n EMAnON: KITCHEN [lyi y Stale; 318'-1'-T Q V C I RECOMMENO SWCHING 0MQ TO A 31 NGLE DOOR. IT PROVIDES BETTER ACCESS �--- 3 BLIND CIZ146 F. 27 24 1 STAINLESS I STEEL TOPS N07INCLUDE1 Scale: 1/2"�l'-0" L rx " - __ ___ ___ - - ____ A. All dimensions are to the face of sheathing or concrete masonry walls LION B, Contractor to provide plywood wall sheathing on the exterior side of all exterior wood framed walls and parapets. C. Contractor to provide sheathing on the interior side of all wails where structural sheathing occurs to provide a continuous and flush wall surface for entire wall. D. All door thresholds to be level from jamb to jamb. E. All door jambs on hinge side to be 4" from corner of wall unless otherwise noted. F. Minimum 118":12" slope for concrete and tile floors at floor and trench drains W.O. G. All wall framing to extend to bottom of roof structure, U.O.N. H. Refer to detail 22 and 321A-9.5 for non bearing wood wall bracing. 1. Concrete slab control joints per Control Joint Plan 1/A-7.4. J. CLR dimensions are to face of finish K. Refer to T-1.4 for door clearance and hardware accessibility requirements. L. Refer to Interior Elevations for further information on interior finishes and heights. M. Refer to Finish Schedule for further information on finish materials. N. Refer to the Door and Window Schedules and Types for further information. 0. Minimum 118":12" slope for concrete floors where floor and trench drains occur (as well as sloped concrete floors without drains), P. Refer to Exterior Elevations for further information. Q. Refer to Roof Plan for additional windows. R. Refer to Structural Plans for further information on framing requirements. S.- Refer to Plumbing Plans for further information on vent penetrations, hose bib locations and roof drainage. --Refer to Civil plans for site grading and door threshold height. Anti-gra€i sea#t+ag Masonry sealer to be applied to all exterior masonry veneer - V: - - All casework shall extend into corners Tor usable storage space. W. Contractor to comply with detail 341T-1.4 for all building space construction. _ _ X. Framing contractor to provide all required openings for mechanical ducting including framed opening for mechanical unit in workout room ceiling. Refer to Mechanical drawings. Lc . G r � F' z i I � � I ,' 12"x8"x16" CMU WALL. REFER TO STRUCTURAL PLANS FOR WALL ASSEMBLY ® 8"x8"x16" CMU WALL. _ REFER TO STRUCTURAL PLANS FOR WALL ASSEMBLY INTERIOR: WD STUD FRAMED WALL PER STRUCTURAL WITH 518" GYPSUM BD. EACH SIDE, ALL INTERIOR PARTITIONS ARE FULL HT. TO BOTTOM OF ROOF/FLOOR STRUCTURE U.N.O. REFER TO STRUCTURAL PLANS FOR SHEAR WALLS AND CONCRETE CURBS. EXTERIOR: WD STUD FRAMED WALL PER STRUCTURAL WITH 5f8" GYPSUM BD. AT INTERIOR AND CEMENT PLASTER SYSTEM AT EXTERIOR. REFER TO STRUCTURAL PLANS FOR SHEAR WALLS AND CONCRETE CURBS WD STUD FRAMED WALL PER STRUCTURAL WITH 5f8" GYPSUM BD, EACH SIDE U114 4" HIGH CONCRETE CURB. REFER TO STRUCTURAL PLANS FOR SHEAR WALLS AND CONCRETE CURBS, REFER ALSO TO DETAIL 14/A-9,5 – STONE VENEER FACE- REFER TO EXTERIOR ELEVATIONS AND SPECIFICATIONS —] STONE VENEER WITH SLOPED BASE. REFER TO DETAILS 12 +24IA-9.2 1 NOTE: 1. PROVIDE R-13 BATT SOUND INSULATION AT ALL INTERIOR PARTITIONS 2. PROVIDE R-19 BATT WALL INSULATION AT ALL EXTERIOR WALLS 3. REFER TO STRUCTURAL DRAWINGS FOR STUD SIZE AND WALL FRAMING REQS. 4. PROVIDE FLAT 2X FURRING AT BACKSIDE OF CMU AT PLANTER WITH STUD WALL SCALE; /T = 1,_0„ ABOVE. CONTINUE FURRING TO CEILING AND ENTIRE LENGTH OF WALL'=OR FLUSH FINISH SURFACE. �v:y•�99 Crq��S a d� rc)i' V /sY"l Iii' OV31>09 0 � RE-NEwa[. �o��� NLof Ca 1 i THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEA DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AN SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART HEREOF SHALL 8E COPIED, DISCLOSED TO OTHERS OR USED IN CO NECT14N WITH ANY WORK OR PROJECT OTHER THAN THE SPE IFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVE PED WITHOUT THE VYRRTEN CONSENT OF RRM DESIGN GROUP, VIS I CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONST€ TE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTION SUBM€TIAL OF THESE D0CU&1ENTS POR. PUBLIC AGENCY REV€ W SHALL NOT BE CONSIDERED A WAVER OF RRM DESIGN GR UPS RIGHTS. RRM DESIGN GROUP COPYRI HT 2008 RRM is a California Cor oration M J k. ) E LO )CD Co S d' C7 . CI' to F U*) CD CI. CAD FILE 1107514-A-2.1 Dimension Floo Plan.dwg JOB NUMBER SKEET E '6 �w $ter 6 M J k. ) E LO )CD Co S d' C7 . CI' to F U*) CD CI. CAD FILE 1107514-A-2.1 Dimension Floo Plan.dwg JOB NUMBER SKEET 06100AI I -05500. E -, r.a [E k 1 <�c W S 1 N R-8.4 02551.A E 02510.H 06410.1) --- 10500.B 05500.M - -' 03300.E/05500.C106410.0 - '- � 16000,0 ._ -6.2 02510.) 154003 - - 15400.F 17 K 061 DO.H 32 04 WORKOUT ROOM 120 W 5 S N A-8.3 E D YARD/ = f 1 17 CLEAN UP �i 124 W 3 S A-8.4 N E L_ 1 1NA-6.13 - WATER SEVICE. REFER TO PLUMBING AND CIVIL. 2 - IRRIGATION CONTROLLER. C7 ENERGY DISTRIBUTION 02551.A s., I 1 I I - GAS RESET BUTTON- BBQ I - GAS RESET BUTTON- STOVE i 4 I € I CLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUB €TTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW S A-2.3 o BE CONSIDERED A WAIVER OF RRM DESIGN GROUP' 3GHTS. RRM DESIGN GROUP COPYRIGH 2008 I I i 3 �-- 13900.A s I t 6 I i . C I I I I I] I I 15400.A I I DW - f ISI I I I I I I I I I 03300.E/ 06 10.A I KITCHEN I 117 I I I 3300.E11 05500.01 I - DINING 03 AREA - 06100.H I I 06410.0 I 116 1= 1 W Mwl I I I 02551,C S<i> N I 1 4 I / L ( 06100.H 1 4 1 - 11EI z E I ry� .� 1 I 11 06410.1) ,/V'\1 I I I I 02551 W .8 16000.0 TYP of 3 15400.G Iq01OQ-P APPARATUS 06410.M 10210.A BABY QL Q� ' S 2 N X100, r3 $ 08800A�b 05500.E SQUAD A -s.3 HALLWAY 5 I 10-7 r W W W 16 0.13 ROOM E I H LI (OPP HAND) 6 15400. 33 3 1)6100,1) 33 06410.0 RESPONSE 10800.E I i I S A-8.2 N S N S A-8.2 N 10523.A . 06410.E ALCOVE � '� I FF BUNK FF BUNK FF BUNK 4 114 DI UTILITY.IJAN I E ROOM E ROOM E RC.�.. 10800.F 06100.1) 15400.D I 113 E 12 11 0 I-tt 06100A C2 - 06410.13 TYP C' C 06410.A I j 3300.E105500.C106410.C/064100 =7' 1) L - 23 24 : �� F 6410. 15400,1 i W �� 09 02551.1) 06410.Cf PUBLIC 23 1 3 HALLWAY 05500. E,TYP. 4 02 TYP Ste 6 1 00.1) 1 06410.E UNISEX RR A 2.3 A-2.3 51,10 �,_---160 C R -s.3 10523.8 107 1D523.B. 06100.1) 103 10 08 07 - l- - --" 31 30 - - - - 27 G 1 D5515.A 06 I I 1 28 LW_J ,tom I I FF I FF REs�t�t2 `-05515.A W 12 2 COMM. I RR I RR [ 11)8 APT. BUNK S 15400.H 3 EQUIP. ROOM I (� 11)5 I 11)6 I _ ROOM ; C2 2 I 15400.0 1)2 ( I I Ll I 11)9 � E S R s.4 N I �`P TURNOUT 4 S�� 79 L - i- - - J l 22 I- _ ` i f ROOM I ( { I I 06104. D, ---15400.E 11450.1 SZ. a3 iYP. 06100.H 118 � 2 �......,.,, .._._ I � I � I l r-....... � -�-11450.1 I E A-2.3 1 L_ - _ -1- STAT ,.. ,_. I ....._ ...... _ 11450,) ' 15 15400.E - ` 6410.1) OFFICE '�• • I I I I RECEPTION I I 5 14 AREA / LOBBY H P } 104 PLANTER\ / 5400.3= I 1 W \y 11)1 3 2 I I 4 06410.) S R-s_� N C1 A ---15400 . I I R-8.3 06410.E °' E 05500.1), 06411),1 1211110191- L" 0- 061 OD.H I 13900.A�_ 16000.E , I 1)1 116000.E C1 C1 I NATE: W- _____ I33 AT WINDOW TYPE B IN ROOM 11)9- PROVIDE 1 A-9.3 10400.0 I FRAMING INCLUDING HEADER & KING POST --- - ---- - - A s i N ` FOR FUTURE WINDOW TYPE C WITH SAME SOUTHERN JAMB LOCATION A-9.2 TYP S j ro t E Z4 Ll TEE 1 I 44 I 1 -TYP �iKs C I A-sz i f 1 1 I I I X8.1(a) - - ­ D ____ A 9 NF L %f D" 0"' F3 'F""' L A N SCREE: 1/8" = 1'-0=� EC"' I F I "T E E INJE rh"" A L N U"'ON T Et"i' L E Uf`E N"U"" SOLVENT TANK. OWNER PROVIDED OWNER INSTALLED, A. All dimensions are to the face of sheathing or concrete masonry walls UON L. Refer to Interior Elevations for further information on interior finishes and 12"x8"x16" CMU WALL. REFER TO STRUCTURAL PLANS FOR --, STONE VENEER - REFER TO B. Contractor to provide plywood wall sheathing on the exterior side of all heights. WALL ASSEMBLY. EXTERIOR ELEVATIONS AND exterior wood framed walls and p SPECIFICATIONS 2 TVNCR. OWNER PROVIDED OWNER INSTALLED. parapets. M. Refer to Finish Schedule for further information on finish materials. ^ „x8x16" CMU WALL. REFER TO STRUCTURAL PLANS C. Contractor to provide sheathing on the interior side of all walls where N. Refer to the Door and Window Schedules and Types for further information. ® g FOR ----� CASCADE AIR FILL SYSTEM, OWNER PROVIDED OWNER INSTALLED, structural sheathing occursto provide a continuous and flush wall surface 0. Minimum 118".12" slope for concrete floors at floor and trench drains W.O. WALL ASSEMBLY, STONE VENEER WITH SLOPED BASE. i REFER TO DETAILS 12 4.24/A-9,2 ED RESPONSE PRINTER. OWNER PROVIDED OWNER INSTALLED. for the entire wall. P. Refer to Exterior Elevations for further information, INTERIOR: WD STUD FRAMED WALL PER STRUCTURAL WITH 5/8" J D. All door thresholds to be level from jamb to jamb. Q. Refer to Roof Plan for additional windows. GYPSUM BD. EACH SIDE. ALL INTERIOR PARTITIONS ARE FULL WASHER. OWNER PROVIDED OWNER INSTALLED. E. All door jambs on hinge side to be 4" from corner of wall unless otherwise R. Refer to Structural Plans for further information on framing requirements. HT. TO BOTTOM OF ROOF/FLOOR STRUCTURE U.N.O. REFER TO noted. S. Refer to Plumbing Plans for further information on vent penetrations, hose STRUCTURAL PLANS FOR SHEAR WALLS AND CONCRETE CURBS. NOTE: 1. PROVIDE R-13 BATT SOUND INSULATION AT <% > DRYER, OWNER PROVIDED OWNER INSTALLED, F. Minimum 1/8":12" slope for concrete and the floors at fluor and trench bib locations and roof drainage. -- - ALL INTERIOR PARTITIONS ��// drains W.O. Refer to Civil Duns for site gradincl and door threshold height. EXTERIOR: WD STUD FRAMED WALL PER STRUCTURAL WITH 5/8" G. All wall framing to extend to bottom of roof structure, U.O.N. Z_'Ant' graffiti seating Masonry sealer to be applied to all exterior masonry veneer-- ;GYPSUM BD. AT INTERIOR AND CEMENT PLASTER SYSTEM/ 2. PROVIDE R-19 BATT WALL INSULATION AT ALL H. Refer to 22 and 23fA-9.5 for non bearing wood wall bracing. �� � 1 All casework shall extend into corners for usable storage space. FIBER CEMENT SIDING AT EXTERIOR. REFER TO STRUCTURAL 3. EXTERIOR WALLS STRUCTURAL DRAWINGS FOR STUB PLANS FOR SHEAR WALLS AND CONCRETE CURBS,SIZE AND WALL FRAMING REQUIREMENTS 1. Concrete slab control joints per Control Joint Plan 1fA-7.4. W. Contractor shall comply with detail 34/T-1.4 for all building space _- _ J. CLR dimensions are to face of finish construction. - - - WD STUD FRAMED WALL PER STRUCTURAL WITH 5/8" GYPSUM 4. PROVIDE FLAT 2X FURRING AT BACKSIDE OF K. Refer to T-1.4 for door clearance and hardware accessibility requirements, X. Framing contractor to provide all required openings for mechanical ducting. BD. EACH SIDE ON 41, HIGH CONCRETE CURB, REFER TO CMU AT PLANTER WITH STUD WALL ABOVE. Refer to Mechanical drawings. STRUCTURAL PLANS FOR SHEAR WALLS AND CONCRETE CONTINUE FURRING TO CEILING AND ENTIRE CURBS. REFER ALSO TO DETAIL 141A-9.5 LENGTH OF WALL FOR FLUSH FINISH SURFACE. E 02510 -WATER DISTRIBUTION - 02510.H - WATER SEVICE. REFER TO PLUMBING AND CIVIL. 02510.) - IRRIGATION CONTROLLER. 02551 - PIPED ENERGY DISTRIBUTION 02551.A - GAS METER. REFER TO PLUMBING AND CIVIL. 02551,8 - GAS RESET BUTTON- BBQ 02551.0 - GAS RESET BUTTON- STOVE 11 02551.1) - GAS SHUT OFF BUTTON - STOVE AND BBQ 03300 -CAST-IN-PLACE CONCRETE 03300.E - CONCRETE CABINET BASE. 05500 - METAL FABRICATIONS 05500.0 - GALVANIZED STEEL WORKBENCH. REFER TO DETAIL 34/A-9.4 05500.D - COUNTERTOP SUPPORT BRACKET. SEE DETAIL 43/A-9.4 05500.E - WALL MOUNTED TV SUPPORT BRACKET. CONTRACTOR TO PROVIDE BLOCKING AS REQ. 05500.M - METAL HANGING ROD PER DETAIL 31/A-9.4 05515 - EXIT LADDER DEVICES 05515.A - ROOF ACCESS LADDER. 06100 - ROUGH CARPENTRY 061OO.D - 2X4 FLAT FURRING. 061OO.H - WOOD -FRAMED SLOPED BUILT-UP BASE - SEE DETAIL 24/A-9.2 06410 - CUSTOM CABINETS - REFER TO DETAILS 32 AND 33/A-9.4 FOR ATTACHMENT 06410.A - FULL HEIGHT CABINETS WITH ADJUSTABLE SHELVING AND LOCKABLE DOORS. 06410.8 - WARDROBE LOCKERS WITH CLOTHES ROD, SHELF, DRAWERS, AND LOCKABLE DOORS. 06410,C - BASE CABINETS WITH DRAWERS, DOORS AND ADJUSTABLE SHELVING. 0641O.D - / UPPER CABINETS WITH DOORS AND ADJUSTABLE SHELVING - 14" DEEP. 06410.E - COUNTERTOP WITH BACKSPLASH. 06410.E - UPPER CABINET WITH EXPOSED ADJUSTABLE SHELVING - 14" DEEP. 06410.G - METAL SUPPORT CLOTHES ROD AND SHELF. 06410.1 - COUNTERTOP. REFER TO DETAIL 44/A-9.4 0641O.J - ACCESSIBLE RECEPTION COUNTER. REFER TO DETAIL 42/A-9.5 0641O.M EXPOSED FIXED SHELF AT BASE CABINET CURVED. 08800 - GLAZING 08800.A -- WALL -MOUNTED MIRROR. 10100 - VISUAL DISPLAY BOARDS 40,100* - MARKERBOARD. , � fl4-.B,, - TACKBOARD. 10210 - LOUVERS AND VENTS 1021O.A - METAL LOUVER. REFER TO DETAIL 21/A-9.2 AND MECHANICAL PLANS. 10400 - IDENTIFICATION DEVICES 10400.0 - DEDICATION PLAQUE. 10500 - LOCKERS 10500.A - TURNOUT LOCKERS. 10500.8 - OXYGEN BOTTLE STORAGE, 10523 - FIRE EXTINGUISHERS, CABINETS, AND AC 10523.A - SURFACE MOUNTED FIRE EXTINGUISHER CABINET, 10523.8 - SEMI -RECESSED FIRE EXTINGUISHER CABINET, REFER TO DETAIL 23/A-9.5 10800 - TOILET, BATH AND LAUNDRY ACCESSORIES 10800.F - MOP RACK, 11450 - RESIDENTIAL EQUIPMENT 11450.1 - ICE MACHINE - APPARATUS BAY. - �11450.J' - TURNOUT -DRYER -DOWNER PROVIDED TRACTOR INSTALLED. 11450.E - WASHER EXTRACTOR. S 1gC0 M("A I r-a-taG t Sc --E- ��G� 12- 13900 213900 - FIRE SUPPRESSION 13900.A - FIRE RISER. REFER TO PLUMBING. 15400 - PLUMBING FIXTURES AND EQUIPMENT 15400.A -- PLUMBING FIXTURE. REFER TO PLUMBING. 15400.8 - WATER HEATER. REFER TO PLUMBING. 15400.0 - TRENCH DRAIN SYSTEM. REFER TO PLUMBING. 15400.1) - FLOOR DRAIN. REFER TO PLUMBING AND DETAIL 13/A-9.4 15400.E - FLOOR SINK. REFER TO PLUMBING. 15400.G - LAUNDRY HOOK-UPS. REFER TO PLUMBING AND ELECTRICAL. 15400.H - TROUGH DRAIN. REFER TO PLUMBING. 15400.1 - MOP SINK. REFER TO PLUMBING. 15400.E - DRINKING FOUNTAIN. REFER TO PLUMBING AND DETAILS 13 AND 14/T-1.3 16000 - ELECTRICAL 1600O.0 - ELECTRICAL PANEL, REFER TO ELECTRICAL. 16000.E - DOOR BELL.. REFER TO ELECTRICAL. 16000.E - 911 EMERGENCY PHONE, CONTRACTOR TO COORDINATE INSTALLATION. 16700 - COMMUNCIATIONS - 16700.8 - WALL -MOUNTED TV GABLE/DATA/SPEAKER/POWE=R CONNECTION. • -1 THE INCLUDED DRAWINGS. SPECtfICATIONS, IDEAS. DES NS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND 5HAL REMAIN THE PROPERTY OF RRM DESIGN GROUP ANp NO PART THE F SHALL Be COPIED, DISCLOSED TO OTHERS OR USED IN CONNEC ON WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC ROJECT FORWHICH THEY HAVE BEEN PREPARED AND DEVELOPED VITHOUT THE WRITEN CONSENT OF FAM DESIGN GROUP. VISUAL CON kCTWTH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTtUTEC CLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUB €TTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW S LL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP' 3GHTS. RRM DESIGN GROUP COPYRIGH 2008 RRM is a California Corpor tion � r �b`11 � x s N I NO.1 REVISION I LATE I DRAWN BY CHECKED BY MA MS DATE , JULY 3, 2008 CAD FILE 1107514-AA2.2 Floor Plan.dwg JOB NUMBER 111 0`7514-1 SHEET �b`11 � x s N I NO.1 REVISION I LATE I DRAWN BY CHECKED BY MA MS DATE , JULY 3, 2008 CAD FILE 1107514-AA2.2 Floor Plan.dwg JOB NUMBER 111 0`7514-1 SHEET �b`11 � x •,`� N I NO.1 REVISION I LATE I DRAWN BY CHECKED BY MA MS DATE , JULY 3, 2008 CAD FILE 1107514-AA2.2 Floor Plan.dwg JOB NUMBER 111 0`7514-1 SHEET l S RESTROOM SHALL COMPLY WITH DETAIL 23/T-1.3 LLL r I 1 LE, q , = 1s SGA - sr • 1 4, 12 NOTE: STAINLESS STEEL BACKSPLASH TO BOTTOM OF UPPER CABINETS. OCCURS AT SIDE OF FULL HEIGHT CABINETS ADJACENT TO COUNTERTOP ALSO. IzIT SCALE: /,,,_„ 15400,A - +o T IL X LU U 06600.A 10800.1 15400.A - 06410. K -15400.0 06200.A 10800.H -10800.G, TYP. 2 06100. D . 3 8 a ' a �i,.. Ys � ! � f� •� �� t � i�XE i •�" �� x 5;' a 1` ��� �N jx�� ��� ��, Yr N � '.,3 fikw W 10800.1 10800.E S N A-8.2 10800.A d I 10800.H LIJ fl ' 06410.0 ! 06600,A I d t� " ' 15400.A I �J 10800.G, TYP. 3 - 10800.0 \ I �L LU -,� 06600.10 M N LLQ 0 r I 15400.E > ¢ c� I 15400.1) I . `. €e _ - 06600. B 0 06100.0 � 10800.H _J FOF 06200.A G.C. VERIFY PAN SIZE N C 'PT' IL I'S 11 8 15400 -PLUMBING FIXTURES AND EQUIPMENT _-- 15400.A - PLUMBING FIXTURE. REFER TO PLUMBING. - 12"x8"x16" CMU WALL. REFER TO STRUCTURAL PLANS FOR STONE VENEER - REFER TO 15400,D - FLOOR DRAIN. REFER TO PLUMBING AND DETAIL 13/A-9.4 WALL ASSEMBLY. EXTERIOR ELEVATIONS AND SPECIFICATIONS 15400.E - SHOWER PAN. REFER TO PLUMBING. 8"x8"x16" CMU WALL. REFER TO STRUCTURAL PLANS FOR 05500 - METAL FABRICATIONS WALL ASSEMBLY. E"ERAL: NOTES A. All dimensions are to the face of sheathing or concrete masonry walls UON B. Contractor to provide plywood wall sheathing on the exterior side of all exterior q„ 1'-0" SCALE: wood framed walls and parapets. C. Contractor to provide sheathing on the interior side of all walls where structural STRUCTURAL PLANS FOR SHEAR WALLS AND CONCRETE CURBS. sheathing occurs to provide a continuous and flush wall surface for entire wall. D. All door thresholds to be level from jamb to jamb. E. All door jambs on hinge side to be 4" from corner of wall unless otherwise noted. F. Minimum 1l8":12" slope for concrete and tie floors at floor and trench drains W.O. G. All wall framing to extend to bottom of roof structure, U.O.N. H. Refer to detail 22 and 321A-9.5 for non bearing wood wall bracing. 1. Concrete slab control joints per Control Joint Plan 1/A-7.4. J. CLR dimensions are to face of finish K. Refer to T-1.4 for door clearance and hardware accessibility requirements. L. Refer to Interior Elevations for further information on interior finishes and heights. M. Refer to Finish Schedule for further information on finish materials. N. Refer to the Door and Window Schedules and Types for further information. 0. Minimum 118":12" slope for concrete floors where floor and trench drains occur THESE DOCUMENTS FOR PUBLIC AGENCY REVIEWSI (as well as sloped concrete floors without drains). P. Refer to Exterior Elevations for further information. Q. Refer to Roof Plan for additional windows. R. Refer to Structural Plans for further information on framing requirements. S. Refer to Plumbing Plans for further information on vent penetrations, hose bib locations 0641O.K and roof drainage. T. Refer to Civil plans for site grading and door threshold height. �} Ami-gFa#%# eeating Masonry sealer to be applied to all exterior masonry veneer, o All casework shall extend into corners for usable storage space. W. Contractor to comply with detail 34/T-1.4 for all building space construction. X. Framing contractor to provide all required openings for mechanical ducting including framed 06600.0 opening for mechanical unit in workout room ceiling. Refer to Mechanical drawings. 15400 -PLUMBING FIXTURES AND EQUIPMENT _-- 15400.A - PLUMBING FIXTURE. REFER TO PLUMBING. - 12"x8"x16" CMU WALL. REFER TO STRUCTURAL PLANS FOR STONE VENEER - REFER TO 15400,D - FLOOR DRAIN. REFER TO PLUMBING AND DETAIL 13/A-9.4 WALL ASSEMBLY. EXTERIOR ELEVATIONS AND SPECIFICATIONS 15400.E - SHOWER PAN. REFER TO PLUMBING. 8"x8"x16" CMU WALL. REFER TO STRUCTURAL PLANS FOR 05500 - METAL FABRICATIONS WALL ASSEMBLY. STONE VENEER WITH SLOPED BASE. STAINLESS STEEL COUNTERTOP WITH MARINE EDGE AND BACKSPLASH TO BOTTOM OF • 05500,13 - CABINET, REFER TO DETAIL 34/A-9.4 q„ 1'-0" SCALE: L 055O0.H STAINLESS STEEL INTEGRAL SINK. REFER TO PLUMBING FOR SRF. STRUCTURAL PLANS FOR SHEAR WALLS AND CONCRETE CURBS. NOTE: 1. PROVIDE R-13 BATT SOUND INSULATION AT 05500.1 - STAINLESS STEEL WINDOW SILL. GYPSUM BD. AT INTERIOR AND CEMENT PLASTER SYSTEM i 05500.E - STAINLESS STEEL WALL PANEL BEHIND RANGE FROM FLOOR TO BOOTOM OF HOOD. EXTERIOR WALLS 3. REFER TO STRUCTURAL DRAWINGS FOR STUD 06100 - ROUGH CARPENTRY SIZE AND WALL FRAMING REQUIREMENTS 06100,1) - 2X4 FLAT FURRING. BD. EACH SIDE ON 4" HIGH CONCRETE CURB. REFER TO 06100.1 - 2X4 FULL FURRING. CONTINUE FURRING TO CEILING AND ENTIRE 06200 - FINISH CARPENTRY FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPEE 06200,A - WOOD SHOWER BENCH. REFER TO DETAIL 22/A-9.4 C, W€TH 06410 - CUSTOM CABINETS - REFER TO DETAILS 32 AND 331A-9.4 FOR ATTACHMENT 14CLUSIVE 0641O.A - FULL HEIGHT CABINETS WITH ADJUSTABLE SHELVING AND LOCKABLE DOORS. THESE DOCUMENTS FOR PUBLIC AGENCY REVIEWSI 0641O.0 - BASE CABINETS WITH DRAWERS, DOORS AND ADJUSTABLE SHELVING. RIGHTS. 06410.1) - UPPER CABINETS WITH DOORS AND ADJUSTABLE SHELVING - 14" DEEP. RRM is a California Corpor 0641O.H - ISLAND BASE CABINET. 0641O.K - HYGIENE LOCKERS WITH LOUVER AND INTERIOR HOOK AT EACH LOCKER. 06600 - SOLID POLYMER FABRICATIONS 06600.A - SOLID POLYMER COUNTERTOP AND BACKSPLASH, REFER TO DETAIL 06600.8 - SOLID POLYMER SOAP/SHAMPOO SHELF. �I► 06600.0 - SOLID POLYMER SHOWER ENCLOSURE. 10800 - TOILET, BATH AND LAUNDRY ACCESSORIES 10800.A - RECESSED TOWEL DISPENSER/WASTE RECEPTACLE. 10800.13 - RECESSED SEAT COVER /SANITARY NAPKIN DISPOSAL/TOILET TISSUE DISPENSER. 10800.0 - SURFACE MOUNTED TOILET TISSUE DISPENSER. 10800,E - SOAP DISPENSER. yw 10800.G - ROBE HOOK. 10800.H - TOWEL BAR. 10800.1 - GRAB BAR. REFER TO DETAIL 24/T-1.3 10800.) - WALL MOUNTED MIRROR. 1r� � 10800.K - WALL BUMPER. MOUNT TO RECIEVE SHOWER DOOR HANDLE 11450 - RESIDENTIAL EQUIPMENT 11450.8 - OVEN/RANGE. 11450.0 - DISHWASHER. 11450.D - BUILT-IN REFRIGERATOR. SCALE: 1/4" = �l'-{} - 11450.E - RANGE HOOD. 8(� 11450.F - MICROWAVE. 11450.G - BUILT-IN FREEZER. 11450,H - ICE MACHINE - KITCHEN. 15400 -PLUMBING FIXTURES AND EQUIPMENT _-- 15400.A - PLUMBING FIXTURE. REFER TO PLUMBING. - 12"x8"x16" CMU WALL. REFER TO STRUCTURAL PLANS FOR STONE VENEER - REFER TO 15400,D - FLOOR DRAIN. REFER TO PLUMBING AND DETAIL 13/A-9.4 WALL ASSEMBLY. EXTERIOR ELEVATIONS AND SPECIFICATIONS 15400.E - SHOWER PAN. REFER TO PLUMBING. 8"x8"x16" CMU WALL. REFER TO STRUCTURAL PLANS FOR WALL ASSEMBLY. STONE VENEER WITH SLOPED BASE. v i REFER TO DETAILS 12 + 24/A-9.2 INTERIOR: WD STUD FRAMED WALL PER STRUCTURAL WITH 5!8" GYPSUM BD. EACH SIDE. ALL INTERIOR PARTITIONS ARE FULL L HT. TO BOTTOM OF ROOF/FLOOR STRUCTURE U.N.O. REFER TO LL STRUCTURAL PLANS FOR SHEAR WALLS AND CONCRETE CURBS. NOTE: 1. PROVIDE R-13 BATT SOUND INSULATION AT EXTERIOR: WD STUD FRAMED WALL PER STRUCTURAL WITH 518" ALL INTERIOR PARTITIONS GYPSUM BD. AT INTERIOR AND CEMENT PLASTER SYSTEM i 2. PROVIDE R-19 BATT WALL INSULATION AT ALL FIBER CEMENT SIDING AT EXTERIOR. REFER TO STRUCTURAL EXTERIOR WALLS 3. REFER TO STRUCTURAL DRAWINGS FOR STUD PLANS FOR SHEA WALLS AND CONCRETE CURBS. SIZE AND WALL FRAMING REQUIREMENTS WD STUD FRAMED WALL PE STRUCTURAL WITH 518" GYPSUM 4. PROVIDE FLAT 2X FURRING AT BACKSIDE OF BD. EACH SIDE ON 4" HIGH CONCRETE CURB. REFER TO CMU AT PLANTER WITH STUD WALL ABOVE. STRUCTURAL PLANS FOR SHEAR WALLS AND CONCRETE CONTINUE FURRING TO CEILING AND ENTIRE CURBS. REFER ALSO TO DETAIL 14/A-9.5 LENGTH OF WALL FOR FLUSH FINISH SURFACE. Ar� Q�S�d •`G �i E Pe, v 00 z Z CL 30919 LL r 07131/09 RENEWAL �e of Cal LLW THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DES 3NS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHA REMAIN THE PROPERTY OF FIRM DESIGN GROUP AND NO PART THER F SHALL BE COPIED. DISCLOSED TO OTHERS OR USED IN CONNE ON WITH ANY WOOR PROJECT OTHER THAN THE SPECIFIC RK ROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPEE NITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP, VISUAL CON C, W€TH THESE ORAIVINGS OR SPECIFICATIONS SHALL CONSTITUTE C4 14CLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUE IITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEWSI ALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP RIGHTS. RRM DESIGN GROUP COPYRIGH 2008 RRM is a California Corpor tion 0 .r .a�x: -I --I I NO.1 REVISION - I IDA T E I ,.... s 00 z Z CL Q LL r Cl) cc LLW W r) W_ 1�.. W Q 111 LU �I► yw y 1r� � 8(� I NO.1 REVISION - I IDA T E I ,.... 00 z Z CL Q LL Cl) cc LLW W r) W_ 1�.. W Q 111 LU I NO.1 REVISION - I IDA T E I #1: Yes, see attached sketch #2: Yes, see attached cutsheet for manufacturer recommended access door. Size for units 115 & 116: 36" height x 44" wide (approx) 5CA wl� I �Yol S incc+ not tntrr �) Prolog Manager Printed on: 4/10/2009 SC Anderson t ,i } Request for Information 045 S�C►Ar4M F 111PDetailed, RFIs Grouped by RFI Number rJ _ Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-665-8175 Fax: 661-665-8297 Bakersfield, CA 93311 Page 1 Answer Company Answered By Author Company Authored By RRM Design Group Mike Scott S.C. Anderson, Inc. Rhonda Shoufler 3765 South Higuera Street 5815 Mountain Vista Dr. / Suite #102 Bakersfield, CA 93307 f San Luis Obispo, CA 93401 Co -Respondent Author RFI Number Coles #1 Subject Discipline Category Response to RFI #35 Architectural Drawing Clarifications �. Cc: Company Name Contact Name Copies Notes Question Date Required: 5/7/2009 The response to RFI #35 instructs us to use a 36" x 44" ceiling access door under fan coils 115 and 116. The unit dimensions are (approx) 32" x 41" when we add 12" for the required flex connections and an additional 8" for access to the duct smoke detector I estimate the minimum access opening that will allow for removal of the air handler units to be (approx) 52" x 44". If necessary we can provide separate access doors for the smoke detectors and reduce the unit access doors to 44" x 44".{ Please advise. Suggestion Answer Date Answered: 4/28/2009 52" x 44" access panel is acceptable. Place unit such that access panel is centered in hallway. = r. 4 = 1 l I Request for Information 039 Detailed, RFIs Grouped by RFI Number Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-665-8175 Fax: 661-665-8297 Bakersfield, CA 93311 RFI #: 039 Date Created: 4/10/2009 Answer Company Answered By Author Company Authored By RRM Design Group Margaret Ambrosavage S.C. Anderson, Inc. Rhonda Shoufler 3765 South Higuera Street 5815 Mountain Vista Dr. Suite #102 Bakersfield, CA 93307 San Luis Obispo, CA 93401 r4 Co -Respondent Author RFI Number Y1f Subject Discipline Category K Ceiling Height & "Low Wall" Architectural Field Clarification Cc: Company Name Contact Name Copies Notes Question Date Required: 4/24/2009 Drawings A-3.1, A-7.2 and A-9.3 #1: Sheet A-7.2, Detail E shows the height of door #2 at the north end of the hallway to be V-6". The ceiling in hallway 40 107 is 8". Please note that there is HVAC ducting above the ceiling in this area as this will affect elevation changes. Also, Ct doors/frames have been ordered with many materials already on site. Please advise. ► '- 0,-4-0, #2: Sheet A-3.1 shows the windows in the bunkroom topping out at 8'-6" and the ceiling is also 8'-6". Please advise. C #3: Sheet A-9.3, Detail 33 shows the "low wall" at the front entry. For constructability we would like to suggest pouring the —� footing and raised curb prior to the concrete paving, installing #4 rebar @ 24" on center at the cold joint. This will allow the framing and veneer completion prior to site concrete installation minimizing damage to the concrete finish. See attached 4-tNQ sketch SK039. Suggestion TUCCO EMBOSSED SHEET WIDTH REFER TO SMALL ACCESS 8. Ji1N1 Detailed, RFIs Grouped by RFI Number SMALL DOOR HINGE LOCATION 1—}" CHART Fine Station #14 Project # 18020 ;s�^w�fi aity".jy7�{y'yr�i>. ATI rM .�Fi+�y�hcM LATCHES 59-3/4" 5815 Mountain Vista Drive Tel: 661-665-8175 Fax: 661-665-8297 AT I Bakersfield, CA 93311 II f a"' > yam?` 4 ��..`+%T�.' �aAt`t£. �•r".' +�� �ie�. 10 i * it•.R ^.M.>�e. ,i {� Y { S � tr.rri :N >''�S'rr RFI #: 035 Date Created: 411/2009 _ �', Hit., o Answer Company Answered By Author Company Authored By !'i��� ��� '��; FT�'rae *fir • '. ''�,�s��d�. + + NECK SIZE RRM Design Group Margaret Ambrosavage S.C. Anderson, Inc. Rhonda Shoufler + + 35—J" 3765 South Higuera Street 5815 Mountain Vista Dr. Suite #102 Bakersfield, CA 93307 San Luis Obispo, CA 93401 +r 24" Co -Respondent Author RFI Number r+ CMS #1 Subject Discipline Category Fan Coils Architectural Field Clarification Cc: Company Name Contact Name Copies Notes + LARGE ACCESS Question Date Required: 4/15/2009 Sheet A-3.1 The fan coils 104, 115 and 116 are all located above hard ceilings. These units will require access openings as follows: DOOR Unit 104 (Approx) 48" x 58" Unit 115 & 116 (Approx) 42" x 46" #1: Is it possible to use removable T -bar construction under unit 104? #2: Are hinged access doors this size (if available) acceptable? Suggestion Answer Date Answered: 4/10/2009 #1: Yes, see attached sketch #2: Yes, see attached cutsheet for manufacturer recommended access door. Size for units 115 & 116: 36" height x 44" wide (approx) 5CA wl� I �Yol S incc+ not tntrr �) Prolog Manager Printed on: 4/10/2009 SC Anderson t ,i } Request for Information 045 S�C►Ar4M F 111PDetailed, RFIs Grouped by RFI Number rJ _ Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-665-8175 Fax: 661-665-8297 Bakersfield, CA 93311 Page 1 Answer Company Answered By Author Company Authored By RRM Design Group Mike Scott S.C. Anderson, Inc. Rhonda Shoufler 3765 South Higuera Street 5815 Mountain Vista Dr. / Suite #102 Bakersfield, CA 93307 f San Luis Obispo, CA 93401 Co -Respondent Author RFI Number Coles #1 Subject Discipline Category Response to RFI #35 Architectural Drawing Clarifications �. Cc: Company Name Contact Name Copies Notes Question Date Required: 5/7/2009 The response to RFI #35 instructs us to use a 36" x 44" ceiling access door under fan coils 115 and 116. The unit dimensions are (approx) 32" x 41" when we add 12" for the required flex connections and an additional 8" for access to the duct smoke detector I estimate the minimum access opening that will allow for removal of the air handler units to be (approx) 52" x 44". If necessary we can provide separate access doors for the smoke detectors and reduce the unit access doors to 44" x 44".{ Please advise. Suggestion Answer Date Answered: 4/28/2009 52" x 44" access panel is acceptable. Place unit such that access panel is centered in hallway. = r. 4 = 1 l I Request for Information 039 Detailed, RFIs Grouped by RFI Number Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-665-8175 Fax: 661-665-8297 Bakersfield, CA 93311 RFI #: 039 Date Created: 4/10/2009 Answer Company Answered By Author Company Authored By RRM Design Group Margaret Ambrosavage S.C. Anderson, Inc. Rhonda Shoufler 3765 South Higuera Street 5815 Mountain Vista Dr. Suite #102 Bakersfield, CA 93307 San Luis Obispo, CA 93401 r4 Co -Respondent Author RFI Number Y1f Subject Discipline Category K Ceiling Height & "Low Wall" Architectural Field Clarification Cc: Company Name Contact Name Copies Notes Question Date Required: 4/24/2009 Drawings A-3.1, A-7.2 and A-9.3 #1: Sheet A-7.2, Detail E shows the height of door #2 at the north end of the hallway to be V-6". The ceiling in hallway 40 107 is 8". Please note that there is HVAC ducting above the ceiling in this area as this will affect elevation changes. Also, Ct doors/frames have been ordered with many materials already on site. Please advise. ► '- 0,-4-0, #2: Sheet A-3.1 shows the windows in the bunkroom topping out at 8'-6" and the ceiling is also 8'-6". Please advise. C #3: Sheet A-9.3, Detail 33 shows the "low wall" at the front entry. For constructability we would like to suggest pouring the —� footing and raised curb prior to the concrete paving, installing #4 rebar @ 24" on center at the cold joint. This will allow the framing and veneer completion prior to site concrete installation minimizing damage to the concrete finish. See attached 4-tNQ sketch SK039. Suggestion TUCCO EMBOSSED SHEET WIDTH REFER TO SMALL ACCESS NYLON SWIVEL SMALL DOOR HINGE LOCATION 1—}" CHART SQ24AP = ;s�^w�fi aity".jy7�{y'yr�i>. ATI rM .�Fi+�y�hcM LATCHES 59-3/4" 1 AT ` OR 6' II HEIGHT 35—J" (TYPICAL FOR ALL) )STUCCO EMBOSSED SHEET LARGE DOOR HINGE LOCATION 1" Foil Faced WIDTH CHART: SMALL ACCESS s :s}, -�+ ��. "t�1+•h i 1.r'� r �1. 1 r.f.;:y'�.t' .t 1—}" , ` iyyWY,/�.. t Y��I �-�, �: iS s#r>?:*�i`+�• `y+.4 SQ24AP = ;s�^w�fi aity".jy7�{y'yr�i>. ATI rM .�Fi+�y�hcM SQ30/36/48AP = 59-3/4" 1 AT ` OR 6' xxrs,+r'iy� a"' > yam?` 4 ��..`+%T�.' �aAt`t£. �•r".' +�� �ie�. 10 i * it•.R ^.M.>�e. ,i {� Y { S � tr.rri :N >''�S'rr / + r+ .44 �', Hit., o !'i��� ��� '��; FT�'rae *fir • '. ''�,�s��d�. + + NECK SIZE )STUCCO EMBOSSED SHEET LARGE DOOR HINGE LOCATION 1" Foil Faced WIDTH CHART: SMALL ACCESS SQ12AP 1,11 1—}" = 31-3/4" SQ24AP = `+ SERVICES SQ30/36/48AP = 59-3/4" 1 AT ` OR 6' / + r+ + + NECK SIZE + + 35—J" +r 24" r+ t+ + LARGE ACCESS + SERVICES DOOR )STUCCO EMBOSSED SHEET LARGE DOOR HINGE LOCATION 1" Foil Faced WIDTH CHART: LOW WAS. SQ12AP = 25-3/4" SQ18AP = 31-3/4" SQ24AP = 43-3/4" t1 SQ30/36/48AP = 59-3/4" Smoll Access Fiberglass board. Services Door. Z Bar upport t 1" Foil Faced Fiberglass board. CONSTRUCTION NOTES: • Frame: Heavy extruded aluminum construction. Frame is assembled ❑ standard fastening detai using corner clips to assure hairline mitered corners. 1" Foil Foced • Access Doors: Made of stucco embossed golv—alumn. sheet (AZ50) Fiberglass, board, with o perimeter aluminum channel and 1" R-4.2 foil faced fiberglass board for insulation and sound attenuation. Dual service door for ease access. • Finish: 0 Sky white powder coat point by Dupont (100% polyester). 0 Special (specify ) NOTE: ALL DRAWINGS SUBJECT TO CHANGE WITHOUT PRIOR NOTICE. DAIKIN SQ -SERIES ACCESS PANEL WITH GRILLE TECH INC. DOUBLE DOOR. W acre we �o/1a/o6Nrs cm SQ12-48AP .007 , 6 IG R y� 3. M Yf. i. ' I CONCRETE ING PAVING �. PER CIVIL vH II + II +►- s 4 Answer Date Answered: 4/10/2009 #1: Door #2 to remain as scheduled. At hallway 107, revise ceiling height at end of hallway per attached exhibits SK -1, � ] { tt we - III Sk-2 and SK -3. - '�.:� �- Revise Mechanical layout as follows: Move the supply diffuser serving Capt. Bunk Room 109 to the south to center it over �ry�y,y �(y�� rye. L ^ '�- Goi-s'r _t ate_ �•-L�-....:I..... l� 2O02Q02\DE'TA4.S\,SfON1.,;_BASE R711fl7 CUSTOM PRECAST CONCRETE SHAPE TO MATCH WATERTABLE ..........� 2'-6" T.O.WAILS ° ELASTOMERIC r� MEMBRANE J" iYP. LAP 8" MIN. t2 DOWN SIDES 5/8" PLYWOOD WALL SHEATHING BUILDING PAPER STONE VENEER t ' SYSTEM I RAISED CONCRETE I CURB I I ...4�4ttoCi SLOPE FIN GRADE WALL CORNER. ,- I the door; move the 12 transfer duct south also to oe clear Ut cite Ittyttet ccun g. E-3.2 hallway 107 so that it ends at the end of the 8'=0" ceiling per revised RCP. LOW WAS. WATERTABI.E Shorten cable tray shown on at o3i AT #2: Top of ceiling at bunk rooms to be flush with top of window per drawings. #3: If they pour separately, then the slab no longer restrains the wall effectively. Please see the attached detail marked for the revised footing shape and suggested reinforcement if the contractor chooses to pour the"all base as a separate pour form the site slab. I UNITS PLACED ABOVE TBAR SYSTEM. 12 111 CONTRACTOR TO COORDINATE CEILING WITH >A 511 •� 43 FLUSH MOUNTED MECHANICAL UNITS. WALL FRAMING -REFER TO FLOOR PLAN FOR _6 8-6" 1 TYP. BUNK ROOMS 110, 111, 112 1 1, WALL TYPES 07450.C, TYP V( �iY ` k� 9'- 4"10-- YP. � at / r � 1.O �. 1 09260.E TYP � i -1 a 107 ` 1 l 9 0i 511 A LMUD ! ! 1 5 1 106 I o� 09260.A " �.. :A ! 09 fA !14A-. + O I 05 T.A 87, (zY L -C49 b`kl 33(A-9.3 KFI� 06600.D Yt 1 1✓ 5r-'3 �ititrA 6pc H- U -W>4 Y 10-7 I. 8-11-06 KK PAPER WALL FRAMING - REFER MENT SIDING TO FLOOR PLAN FOR WALL TYPES ED METAL BRACING AS REQUIRED SUSPENDED CEILING CEILING GRID HANGER- TYP GYPSUM BOARD 2X FRAMING 0 16" O.C. CORNER BEAD- TYP SUSPENDED CEILING SUSPENDED MR-RFl _ > >/z' 11 FIRE SPRINKLER NOTES A. Fire sprinkler heads are to be centered in the middle of corridors, offices and restrooms. B. Fire sprinkler heads where placed between two light fixtures should be centered between the fixtures. C. Fire sprinkler Contractor to coordinate work with the Structural, Mechanical andElectrical Plans. D. Fire sprinkler Contractor to locate piping in apparatus bay against exposed roof decking whenever code allows E. Fire sprinklers to be placed within framing space of vaulted ceilings. F. No fire sprinkler piping shall be exposed at the ceiling. Refer to Sections. ® A GENERALI A. All dimensions are to the face of sheathing or concrete masonry walls UON B. Contractor to provide plywood wall sheathing on the exterior side of all exterior wood framed walls and parapets. C. Contractor to provide sheathing on the interior side of all walls where structural sheathing occurs to provide a continuous and flush wall surface for entire wall. D. All door thresholds to be level from jamb to jamb. E. All door jambs on hinge side to be 4" from corner of wall unless otherwise noted. F. Minimum 1!8":12" slope for concrete and the floors at floor and trench drains W.O. G. All wall framing to extend to bottom of roof structure, U.O.N. H. Refer to detail 22 and 321A-9.5 for non bearing wood wall bracing. 1. Concrete slab control joints per Control Joint Plan 1/A-7,4. J. CLR dimensions are to face of finish K. Refer to T-14 for door clearance and hardware accessibility requirements. L. Refer to Interior Elevations for further information on interior finishes and heights. M. Refer to Finish Schedule for further information on finish materials. N. Refer to the Door and Window Schedules and Types for further information. 0. Minimum 1/8":12" slope for concrete floors where floor and trench drains occur (as well as sloped concrete floors without drains). P. Refer to Exterior Elevations for further information. Q. Refer to Roof Plan for additional windows. R. Refer to Structural Plans for further information on framing requirements. S. Refer to Plumbing Plans for further information on vent penetrations, hose bib locations and roof drainage. T. to Civil plans for site grading and door threshold height. U�gra# ifi seams Masonry sealer to be applied to all exterior masonry veneer. V. All casework shall extend into corners for usable storage space. W. Contractor to comply with detail 341T-1.4 for all building space construction. X. Framing contractor to provide all required openings for mechanical ducting including framed opening for mechanical unit in workout room ceiling. Refer to Mechanical drawings. L K E \1/ N C.) T ES" I 06600 -SOLID POLYMER FABRICATIONS 06600.D - SOLID POLYMER SHOWER SOFFIT, REFER TO DETAIL 11/A-9.4 074_50 - FIBER CEMENT PANELS AND TRIM 07451 - FIBER CEMENT 1 X 2 TRIM. 07450.D - FIBER CEMENT 1 X 4 TRIM. 07450.E - FIBER CEMENT 1 X 6 TRIM. 08360 - OVERHEAD DOORS 08360.13 - OVERHEAD SECTIONAL DOOR TRACK. 08360.0 - OVERHEAD SECTIONAL DOOR OPERATOR. 09220 - PORTLAND CEMENT PLASTER 09220.A - CEMENT PLASTER FINISH WITH INTEGRAL COLOR. FIELD COLOR. 09260 - GYPSUM BOARD ASSEMBLIES 09260.A - GYPSUM BOARD CEILING. 09260.13 -- GYPSUM BOARD SOFFIT. REFER TO DETAIL 31/A-9.5 15000 - MECHANICAL EQUIPMENT 15000.A - MECHANICAL -EQUIPMENT. REFER TO MECHANICAL. 15400 - PLUMBING FIXTURES AND EQUIPMENT 15400.) - AIR HOSE REEL DROP. REFER TO PLUMBING. 15800 - AIR DISTRIBUTION 15800.A - VEHICLE EXHAUST SYSTEM, REFER TO MECHANICAL. A used • c. LEE v 07131109 p RENEWAL e o� Cat'�ct THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DE 5IGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SH LL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THE EOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNE TION WITH RK ANY WOOR PROJECT OTHER THAN THE SPECIFli PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPI D WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP, VISUAL CC 4TACT MTH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE ONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. S MITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW HALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROU RIGHTS. RRM DESIGN GROUP COPYRIG 2008 RRM is a California Corpo anon 16000 - ELECTRICAL 16000.H - ELECTRICAL CORD DROP, TYP. REFER TO ELECTRICAL. 11. On sheet A-3.1 and A-3.2 "Reflected Ceiling Plan", revise Keynotes 07450.0 and 07540.D to read as follows (strike out font indicates text deleted; italics font indicates text added): Fiber Cement 1 x4 trim. Provide 2x wood blocking behind cement plaster as required for nal attached per manufacture's recommendations. Where trim does not align with framing above 7/8" plaster shall be recessed within 1 " fiber cement trim. TH L E G E IN I NE, r- 111��FLIC'l SCALE: 1/8" = 1'-0" EAVE VENT (09220.0) 2x4 LAY IN ACOUSTIC TILE CEILING (09511.A) 2x2 LAY IN ACOUSTIC TILE CEILING (09511.A) GYPSUM BOARD CEILING/SOFFIT (09260.A, 09260.6) CEILING ACCESS PANEL CEILING FAN WITH LIGHT LIGHTING FIXTURES - REFER TO ELECTRICAL DRAWINGS MECHANICAL EQUIPMENT/GRILLES- REFER TO MECHANICAL DRAWINGS I NO.1 REVISION II DATE l 'ROJECT MAN O. WONG p MA nkTP JULY 3, 2008 1107514-A-3.1 Reflected Ceiling Plan.dwg JOB NUMBER 110 7 1 SHEET IVA CL E ,> CL e� C' • 0 x ' ' = t Cz Cn r co I NO.1 REVISION II DATE l 'ROJECT MAN O. WONG p MA nkTP JULY 3, 2008 1107514-A-3.1 Reflected Ceiling Plan.dwg JOB NUMBER 110 7 1 SHEET IVA 0 6i ILI A. All dimensions are to the face of sheathing or concrete masonry walls UON B, Contractor to provide plywood wall sheathing on the exterior side of all exterior IX wood framed walls and parapets. C. Contractor to provide sheathing on the interior side of all walls where structural -34919 sheathing occurs to provide a continuous and flush wall surface for entire wail. D. All door thresholds to be level from jamb to jamb. E. All doorjambs on hinge side to be 4" from corner of wall unless otherwise noted. F. Minimum 118":12" slope for concrete and tile floors at floor and trench drains W.O. 1 G. All wall framing to extend to bottom of roof structure, U.O.N. 2 ] 1 g H. Refer to detail 22 and 321A-9.5 for non bearing wood wall bracing. -e.1 1. Concrete slab control joints per Control Joint Plan 11A-7.4. )FSHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECT J. CLR dimensions are to face of finish OJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED K. Refer to T-1.4 for door clearance and hardware accessibility requirements. kCT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSi1TUTEC CLUSIVE L. Refer to Interior Elevations for further information on interior finishes and heights. THESE DOCUMENTS FOR PUBLIC AGENCY RE%APW S E BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S M. Refer to Finish Schedule for further information on finish materials. 2O08 RRM is a California Corpor tion N. Refer to the Door and Window Schedules and Types for further information. ori 0. Minimum 118":12" slope for concrete floors where floor and trench drains occur A I I (as well as sloped concrete floors without drains). P. Refer to Exterior Elevations for further information. Q. Refer to Roof Plan for additional windows, R. Refer to Structural Plans for further information on framing requirements. 09224,A, TYP. S. Refer to Plumbing Plans for further information on vent penetrations, hose bib locations and roof drainage. 1xU Refer to Civil plans for site grading and door threshold height. Anti gFafflti seating Masonry sealer to be applied to all exterior masonry vena :....:......._.. _. 77. All casework shall extend into corners for usable storage space. W. Contractor to comply with detail 34/T-1.4 for all building space construction. X. Framing contractor to provide all required openings for mechanical ducting including framed opening for mechanical unit in workout room ceiling. Refer to Mechanical drawings. p r: y f i - t , y 3 I. SCALE: 1/8" = 1'-0» i; i j n N �31 I -FIR"'E A. Fire sprinkler heads are to be centered in the middle of corridors, offices and restrooms. B. Fire sprinkler heads where placed between two light fixtures should be centered between the fixtur C. Fire sprinkler Contractor to coordinate work with the Structural, Mechanical and Electrical Pians. D. Fire sprinkler Contractor to locate piping in apparatus bay against exposed roof decking whenever code allows E. Fire sprinklers to be placed within framing space of vaulted ceilings, F. No fire sprinkler piping shall be exposed except for in the apparatus bay. 06100 - ROUGH CARPENTRY 06100.0 - SOFFIT FRAMING. 09220 - PORTLAND CEMENT PLASTER 09220.A — CEMENT PLASTER FINISH WITH INTEGRAL COLOR. FIELD COLOR. IL 11. On sheet A-3,1 and A-3.2 "Reflected Ceiling Plan', revise Keynotes 07450.0 and 07540.D to read as follows (strike out font indicates text deleted; italics font indicates text added): Fiber Cement 1 x4 trim. Provide 2x wood blocking behind cement plaster as required for nail attached per manufacture's recommendations. Where trim does not align with framing above 7/8" plaster shall be recessed within 1 " fiber cement trim. Arc�f YSe� IX CL m -34919 Q 07131!09 jj , C' RENEIVRL 4�Q LLJ 0f Cai t�4�•C THE INCLUDED DRAWINGS, SPECIFICATIONS. IDEAS, DESI INS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHAL REMAIN THE PROPERTY OF FIRM DESIGN GROUP AND NO PART THERE )FSHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECT ONWITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC OJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED VITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONI kCT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSi1TUTEC CLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUB TIAL OF THESE DOCUMENTS FOR PUBLIC AGENCY RE%APW S L NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S IGHTS. RRM DESIGN GROUP COPYRIGH1 2O08 RRM is a California Corpor tion I NO.[ REVISION I BATE I PROJECT MANAGER C. WONG DRAWN BY MA MIMI Mr r CAD PILE 1107514-A-3.2 Reflected Ceiling Plan.dwg JOB NUMBER 110751.4 s1 SHEET -Am3w2 .: CL e, z Q F- jj , C' — w LLJ 0 5 Cr M 0 LU fLL ) EL.S LL1 —J LL co �t Cn n ori < L= 3 A I NO.[ REVISION I BATE I PROJECT MANAGER C. WONG DRAWN BY MA MIMI Mr r CAD PILE 1107514-A-3.2 Reflected Ceiling Plan.dwg JOB NUMBER 110751.4 s1 SHEET -Am3w2 O CL z z Q F- e U) LLJ LU Cr LL LJ LU fLL ) EL.S LL1 —J LL co LL I NO.[ REVISION I BATE I PROJECT MANAGER C. WONG DRAWN BY MA MIMI Mr r CAD PILE 1107514-A-3.2 Reflected Ceiling Plan.dwg JOB NUMBER 110751.4 s1 SHEET -Am3w2 �✓ Vii- ,-. V .-_ Request for Information 043 ..J " r v 44411= Detailed, RFIs Grouped by RFI Number Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-665-8175 Fax: 661-665-8297 Bakersfield, CA 93311 RFI #: 043 Date Created: 4/16/2009 Answer Company Answered By Author Company Authored By Cornerstone Structural Engineering Dana Hooper S.C. Anderson, Inc. Rhonda Shoufler Group 40 Federal Street 5815 Mountain Vista Dr. San Francisco, CA 94107 Bakersfield, CA 93307 Co -Respondent Author RFI Number Subject Discipline Category Corner of the parapet Architectural Drawing Clarifications PPI•N.ok V Q, LN LUvf-k I r- UUVVNbIh'UU I ADJACENT TO ROOF DRAIN OUTLET IN WALL 07631.A TYP. LOCATE DOWNSPOUT ADJACENT TO ROOF DRAIN OUTLET IN WALL 07631.8 TYP. � GENERAL NOTES I A. B. All dimensions are to the face of sheathing or concrete masonry walls UON Contractor to provide plywood wail sheathing on the exterior side M. N. / r � U of all exterior wood framed walls and parapets, ,1 Refer to the Door and Window Schedules and Types for further information. Minimum 1/8":12" slope for concrete floors where floor and trench drains occur C. Contractor to provide sheathing on the interior side of all walls where structural �I (as well as sloped concrete floors without drains). landscaping. sheathing occurs to provide a continuous and flush wall surface for entire wall. c Refer to Exterior Elevations for further information. i All door thresholds to be level from jamb to jamb. O Refer to Roof Plan for additional windows. E. All door jambs on hinge side to be 4" from corner of wall unless otherwise noted. R, Refer to Structural Pians for further information on framing requirements. F. Minimum 1/8":12" slope for concrete and tile floors at floor and trench drains W.O. S. � GENERAL NOTES I A. B. All dimensions are to the face of sheathing or concrete masonry walls UON Contractor to provide plywood wail sheathing on the exterior side M. N. Refer to Finish Schedule for further information on finish materials. block in landscape area. Refer to Detail Ag, . of all exterior wood framed walls and parapets, 0. Refer to the Door and Window Schedules and Types for further information. Minimum 1/8":12" slope for concrete floors where floor and trench drains occur C. Contractor to provide sheathing on the interior side of all walls where structural plumbing vent flashing at (as well as sloped concrete floors without drains). landscaping. sheathing occurs to provide a continuous and flush wall surface for entire wall. P. Refer to Exterior Elevations for further information. D. All door thresholds to be level from jamb to jamb. Q. Refer to Roof Plan for additional windows. E. All door jambs on hinge side to be 4" from corner of wall unless otherwise noted. R, Refer to Structural Pians for further information on framing requirements. F. Minimum 1/8":12" slope for concrete and tile floors at floor and trench drains W.O. S. Refer to Plumbing Plans for further information on vent penetrations, hose bib locations G. All wall framing to extend to bottom of roof structure, U.O.N. roof slope valley. and roof drainage. H. Refer to detail 22 and 32/A-9,5 for non bearing wood wall bracing. "v 14 Refer to Civil plans -for -site grading and door threshold height. GGatiRg Masonry I. Concrete slab control joints per Control Joint Plan 1/A-7.4. .0125 sealerto be applied to all exterior masonry veneer. J. CLR dimensions are to face of finish V. All casework shall extend into cLN orners for usable storage space. K. Refer to T-1.4 for door clearance and hardware accessibility requirements. W. X. Contractor to comply with detail 34/T-1.4 for all building space construction. Framing contractor to provide all required openings for mechanical ducting including framed L. Refer to Interior Elevations for further information on interior finishes and heights. .0124 opening for mechanical unit in workout room ceiling. Refer to Mechanical drawings. :111111; 9e�p 0 { !� t 'I e 7 5 , r:. _- SCALE: 1/8" = 1'-0" f '..... I t F D }111111, FAV ``. E t 1 4..,. f %, q Ali i E � e a � g } � ' 11 05515.A Downspout to splash block in landscape area. Refer to Detail Ag, . NOTE. Refer to Detail A -9,i for typical 07510 - BUILT-UP Downspout to storm drain pipe under sidewalk and through site wall plumbing vent flashing at - CANT STRIP. landscaping. - BUILT --UP ROOFING OVER RIGID INSULATION CRICKET, 07510.D mechanical wells. 07620 - SHEET METAL FLASHING AND TRIM 07620.A - MANSARD ROOF CAP FLASHING. 07620.6 - ROOF CAP FLASHING AT LOW. 07631 - GUTTERS AND DOWNSPOUTS Roof drain to storm drain pipe to face of curb. Refer to Civil Locate all roof penetrations to avoid 07631.D & Plumbing Plans. NAME Roof drain overflow to base of wall per Detail roof slope valley. (L.F.) (S.F.A.F.) (S.F.) 14 30 .063 A• -s,1 Roof drain and overflow to base of wall per Detail . Provide splash .0125 1.89 + .87 black at roof drain (not overflow) in landscaped area. .063 6 Downspout to storm 44 drain pipe to face of curb per Detail 8 .063 Refer to Civil. Downspout to .0124 24 below Detail D n1 4D .063 splash pan per 5.04 + 3.72 4D Downspout to paving below - angle. Outlet toward gutter. tKEYNOTES , . ... . .... ... 05515 - EXIT LADDER DEVICES 05515.A - ROOF ACCESS LADDER. 07311 -ASPHALT SHINGLES 07311.A -- ASPHALT ROOF SHINGLES. 07510 - BUILT-UP BITUMINOUS ROOFING 07510.A - BUILT-UP ASPHALT ROOFING SYSTEM. 07510.E - CANT STRIP. 07510.0 - BUILT --UP ROOFING OVER RIGID INSULATION CRICKET, 07510.D - ROOF WALKING PAD. 07620 - SHEET METAL FLASHING AND TRIM 07620.A - MANSARD ROOF CAP FLASHING. 07620.6 - ROOF CAP FLASHING AT LOW. 07631 - GUTTERS AND DOWNSPOUTS 07631.A - GUTTER 07631.B - DOWNSPOUT 07631.D - SPLASH PAN. 07710 - MANUFACTURED ROOF SPECIALTIES 0771O.A - ROOF DRAIN AND OVERFLOW. REFER TO PLUMBING AND CIVIL. 07720 - ROOF HATCHES AND VENTS 07720.A - CURB MOUNTED ROOF ACCESS HATCH, REFER TO DETAIL 54/A-9.4 07820 - SKYLIGHTS 07820.A - SKYLIGHT 10210 - LOUVERS AND VENTS 10210.A - METAL LOUVER. REFER TO DETAIL 21/A-9.2 AND MECHANICAL PLANS. 15000 - MECHANICAL EQUIPMENT 15000.A - MECHANICAL EQUIPMENT. REFER TO MECHANICAL. 15000.6 - MECHANICAL UNIT CONDENSOR. REFER TO MECHANICAL. 15840 -AIR DISTRIBUTION 15800,A - VEHICLE EXHAUST SYSTEM. REFER TO MECHANICAL. 16000 - ELECTRICAL 16000.G - ROOF --MOUNTED ANTENNA. REFER TO ELECTRICAL AND DETAIL 41/A-9.3 I IT e' . a x ROOF AREA DIAGRAM ATTIC VENTILATION REQUIRED AREA NAME ATTIC AREA (S.F.) RATIO PER 2001 UBC SEC. 1505<03 REQUIRED FREE AIR AREA (S.F.) A 333 1/300 1.11 B 233 1/300 •77 C 192 1/300 •64 D 2,186 1/300 7.28 E 768 1/300 2,56 F 2,232 1/30D 7.44 ATTIC VENTILATION PROVIDED (4) NOTES: 1. PROVIDE CONTINUOUS SOFFIT VENT WITH MINIMUM FREE AREA OF .063 S.F./L.F. LOCATE AS SHOWN ON PLANS. 2. PROVIDE RIDGE VENT WITH MINIMUM FREIE AREA OF .125 S.F./L.F. 3. PROVIDE WALL VENT AT BACK OF MANSARD WITH MINIMUM FREE AREA OF .124 S.F./L.F. LOCATE 12" WIDE BY 4.25' HIGH WALL LOUVERS AT 4'-0' +/- O.C. ALONG ENTIRE BACK OF MANSARD WITH DRIP ABOVE AND BELOW TO PROMDE .124 S.F./EA. 4. CONTRACTOR TO VERIFY MINIMUM VENTILATION IS PROVIDED AT EACH AREA PER ATTIC VENTILATION CHARTS. •Ig IVI�6_� i 47/3V09 RENEWAL Q�e of Cal THE INCLUDED DRAWINGS, SPECIFICATIONS, (O£ LOWER UPPER TOTAL THE PROPERTY OF RRM DESIGN GROUP AND NO PA HEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED INC NUMBER OF ANY WORK OR PROJECT OTHER THAN THE SPS IFIL PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVE NUMBER OF THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISU L CONTACT WITH CONTINUOUS FREE AT EVIDENCE OF ACCEPTANCE OF THESE RESTRICTION . SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REV W SHALL NOT CONTINUOUS FREE AT MANSARD OR MANSARD OR FREE AREA AREA SOFFIT VENTS SOFFIT VENT RIDGE VENTS RIDGE VENTS PROVIDED NAME (L.F.) (S.F./L.F.) (L.F.) (S.F.A.F.) (S.F.) A M W 30 .063 7 .0125 1.89 + .87 B o us 20 .063 6 .0125 1.26 + .75 C 8 .063 3 .0124 .50 + .37 D n1 80 .063 30 .0124 5.04 + 3.72 E 50 .063 12 0124 - 3.15 + 1.488 FOM 100 ,063 40 .0124 6.3 + 4.96 NOTES: 1. PROVIDE CONTINUOUS SOFFIT VENT WITH MINIMUM FREE AREA OF .063 S.F./L.F. LOCATE AS SHOWN ON PLANS. 2. PROVIDE RIDGE VENT WITH MINIMUM FREIE AREA OF .125 S.F./L.F. 3. PROVIDE WALL VENT AT BACK OF MANSARD WITH MINIMUM FREE AREA OF .124 S.F./L.F. LOCATE 12" WIDE BY 4.25' HIGH WALL LOUVERS AT 4'-0' +/- O.C. ALONG ENTIRE BACK OF MANSARD WITH DRIP ABOVE AND BELOW TO PROMDE .124 S.F./EA. 4. CONTRACTOR TO VERIFY MINIMUM VENTILATION IS PROVIDED AT EACH AREA PER ATTIC VENTILATION CHARTS. •Ig IVI�6_� i 47/3V09 RENEWAL Q�e of Cal THE INCLUDED DRAWINGS, SPECIFICATIONS, (O£ ,DESIGNS ANQ ARRANGEMENTS REPRESENTED THEREBYAREAN SHALL REMAfN THE PROPERTY OF RRM DESIGN GROUP AND NO PA HEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED INC NECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPS IFIL PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVE OPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISU L CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONST11 JTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTION . SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REV W SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN G UPS RIGHTS. RRM DESIGN GROUP COPYRI HT 2008 RRM is a California Cor oration C C I NO.I REVISION 11 DATE I PROJECT CHECKS ESI �.t`4 1 1 �f ,i ,o � r .. rR 4 ? r. C C I NO.I REVISION 11 DATE I PROJECT CHECKS Request for Information 055 Detailed, RFIs Grouped by RFI Number Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-665-8175 Fax: 661-665-8297 Bakersfield, CA 93311 RFI #: 055 Date Created: 6/30/2009 Answer Company Answered By Author Company Authored By RRM Design Group Mike Scott S.C. Anderson, Inc. Rhonda Shoufler 3765 South Higuera Street 5815 Mountain Vista Dr. Suite #102 Bakersfield, CA 93307 San Luis Obispo, CA 93401 Co -Respondent Author RFI Number AV Sosa Subject Discipline Category Horizontal Mullion on Windows Architectural Drawing Clarifications Cc: Company Name Contact Name Copies Notes Question Date Required: 7/14/2009 On a previous submittal review, the Architect requested that the horizontal mullion on windows C1 & C2 casements align with the water table stone. The top of the stone is at T-0" AFF. Does Architect want the center line of the horizontal at window at T-0"? The horizontal dimension is 3 1/4". See attached drawing. Suggestion Answer Date Answered: 7/9/2009 Please follow comments on attached copy of submittal. Inside face of fixed upper window of C1 & C2 shall align with inside face of window D. Refer to exhibit RFI 055-01. 1 1b T �0 AX S48A & COMPANY 4416 woodlake Dr.$ Bakcrsfield, CA 93309 Q k V (661) 861-1873 4E-Ab17- 11-F( a`F�-O/ f ,.C� SCALE: 1/8" = 1'-0" V, W SCALE: 1/8" = 1,-03, 13"MAKS"! A. Defer to Door Schedule & Types for further information. B. Refer to Window Schedule & Types for further information. Wit} Masonry sealer to be applied to all exterior masonry veneer. D. Provide architectural stone trim at exterior electrical boxes including outlet boxes, door bell, emergency phone, intercom, and communications that are Within the stone veneer Wall surface, E. Provide custom cut 26" x 14" flat stone to match stone veneer as backing for exterior light fixures within stone veneer Wall surface. Stone shall have chamfered edges and hole for light fixture box. Provide additional flat stone to match stone veneer as backing for 911 phone and door bell / intercom at front door. Size to fit units approximately 26" Wide X 14" tall. F. Provide control joints to bottom of soffit at all Window trim outside edges. rA, x(-13 03451- ARCHITECTURAL PRECAST CONCRETE 045i.8� PRECAST CONCRETE BANDING/WATERTABLE. 04220 - CONCRETE UNIT MASONRY 04220.11 — CMU RAISED SITE WALL PLANTER W/ MANUFACTURED MASONRY VENEER. 04700 - MANUFACTURED MASONRY 04700.A -- MANUFACTURED MASONRY VENEER. REFER SPECIFICATIONS. 06100 - ROUGH CARPENTRY 06100.G — WOOD FASCIA. 06100.H — WOOD—FRAMED SLOPED BUILT—UP BASE — SEE DETAIL 24/A-9.2 07311 -ASPHALT SHINGLES 07311.A — ASPHALT ROOF SHINGLES. 07450 - FIBER CEMENT PANELS AND TRIM 07450.E — FIBER CEMENT 1 X 6 TRIM. 07450.G — FIBER CEMENT SIDING. 07631 - GUTTERS AND DOWNSPOUTS 07631.A -- GUTTER 07631.8 — DOWNSPOUT 08360 - OVERHEAD DOORS 08360,A — OVERHEAD SECTIONAL DOOR. REFER TO DOOR SCHEDULE. 08410 - METAL FRAMED STOREFRONTS 08410.A — ALUMINUM STOREFRONT SYSTEM. REFER TO DOOR AND WINDOW SCHEDULES. 08520 - ALUMINUM WINDOWS 08520.A — ALUMINUM WINDOW. REFER TO WINDOW SCHEDULE. 09220 - PORTLAND CEMENT PLASTER 09220.A — CEMENT PLASTER FINISH WITH INTEGRAL COLOR. FIELD COLOR. 09220.6 — CEMENT PLASTER CONTROL JOINT. 09900 - PAINTS AND COATINGS 09900.A — PAINT — FIELD COLOR 09900.8 — PAINT — ACCENT COLOR 10400 - IDENTIFICATION DEVICES 10400,1) — INDIVIDUAL RAISED ALUMINUM NUMBERS — WALL MOUNTED. r HIGH. 10400.G — INDIVIDUAL RAISED ALUMINUM LETTERS — WALL MOUNTED. 14" HIGH. 15000 - MECHANICAL EQUIPMENT 15000.A — MECHANICAL EQUIPMENT: REFER TO MECHANICAL. 16500 - LIGHTING 16500.A — LIGHT FIXTURE. REFER TO ELECTRICAL 16500.0 - EXTERIOR WARNING LIGHT. REFER TO ELECTRICAL. « ,ot ti f `" �•��5k m 0 -30919 47l3i/09 4 .x RENEi7/AL '� v 4 Y# #..,.z _ r THE INCLUDED DRAWINGS, SPECIFICATIONS. IDEAS, SIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND 5 ALL REMAIN THE PROPERTY OF RRM DESIGN GROUP ANO NO PART T OF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CON CTI WITH ANY WORK OR PROJECT OTHER THAN THE SPECT C PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELO DWITHOUT THE WRITTEN CONSENT OFRRM DESIGN GROUP. VISUAL NTACTWRH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTI CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SMI OF THESE DOCUMENTS FOR PUBLIC AGENCY REVI SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GRO S RIGHTS. RRM DESIGN GROUP COPYRIG T 2008 RRM is a California Carp ration « ,ot ti f `" �•��5k A 0 v 4 Y# #..,.z _ r U FM 7L J LU ;..%_. X ll�±. L' 1 s �.?co ' M co LM �qi fil, Y .. .e s LM « ,ot ti f `" �•��5k 0 v 4 Y# #..,.z _ r U LL J LU ;..%_. X ll�±. L' 1 I NO.I REVISION I I'DATE i r 3 12 �"` - 09220.A/ 09900.A 03451.8 TYP, 04700.0 16000.F 16000.E 04700.A -" PARTIAL NORTH ENTRY t#1 R o.......-...,. ,... vvwvv.r! IFI. VL.JV I.!} ��'•`•�•� ... Q� O 03451.E 04700.A PARTIAL SOUTH 07450.E TYP.---J 04700.A 12 )7311.A, TYP ?9220.B TYP, EQ. 8l -0A CA 15000.A 06100.G/ 09220•A/ 07631.A TYP. 09900.A 0-0-T,EQ. 11122 9220.A TYP./ \-08520,A Typ. L07450.E TYP. 08410.A TYP. SEE 'PARTIAL" 09900.A TYP M ELEVATIONSELEVATIONS • I�IARttM■!l<R�I�l1RRlR�EfEEl:/ i�ilRR RllEflRY�R MRMRR!!R ■�liRE wR�EgRI.1[ilr>r 1>rRM1R�^"' iR�RlOil[11RrIFlr•••. rrlrrwRRRllwwca 09220.13 TYP. t9220.A TYP. 07450.E 1' .ate. �-!■o PARTIAL WEST FIREFIGHTER PATIO 07450.G TYP./ 09900.8 TYP. I 12 1 va c 02551.8 t. 00 PARTIAL i CONTROL JOINTS AT APPARATUS BAY WALL TO MATCH SOUTH ELEVATION 91-4° B.O. SOFFIT 07631.E TYP. -1 ." SCALE: 1/8" = V-0" SCALE: 1/8" = V-0" PARTIAL EAST PARTIAL WEST HALL 107 EXT. DOOR. SCALE: 1/8" = V-0" 13 " A. Refer to Door Schedule & Types for further information, B. Refer to Window Schedule & Types for -further information. seating -on Masonry sealer to be applied to all exterior masonry veneer. Provide architectural stone trim at exterior electrical boxes including outlet boxes, door bell, emergency phone, intercom, and communications that are within the stone veneer wall surface. E. Provide custom cut 26" x 14" flat stone to match stone veneer as backing for exterior light fixures within stone veneer wall surface. Stone shall have chamfered edges and hole for light fixture box. Provide additional flat stone to match stone veneer as backing for 911 phone and door bell 1 intercom at front door. Size to fit units approximately 26" guide X 14" tall. F. Provide control joints to bottom of soffit at all window trim outside edges. 02510 -WATER DISTRIBUTION - 02510.H - WATER SEVICE. REFER TO PLUMBING AND CIVIL, 02551 -PIPED ENERGY DISTRIBUTION 02551.A - GAS METER. REFER TO PLUMBING AND CIVIL 02551,6 - GAS RESET BUTTON- BBQ 03451 - ARCHITECTURAL PRECAST CONCRETE 03451.8 - PRECAST CONCRETE BANDING/WATERTABLE. 04700 - MANUFACTURED MASONRY 04700.A - MANUFACTURED MASONRY VENEER. REFER SPECIFICATIONS. 04700.E - STONE RECEPTACLE FRAME PER SPEC. 04700.0 - CUSTOM SIZE STONE FRAME FOR CALL BOX AND DOOR BELL INTERCOM. 06100 - ROUGH CARPENTRY 06100.13 - WOOD FASCIA. 0610O.H - WOOD -FRAMED SLOPED BUILT-UP BASE - SEE DETAIL 24/A-9.2 07311 -ASPHALT SHINGLES 07311.A - ASPHALT ROOF SHINGLES. 07450 - FIBER CEMENT PANELS AND TRIM 07450.E - FiBER CEMENT 1 X 6 TRIM. 07450.G - FIBER CEMENT SIDING. 07631 - GUTTERS AND DOWNSPOUTS 07631.A - GUTTER 07631.1 - DOWNSPOUT 08410 - METAL FRAMED STOREFRONTS 08410.A - ALUMINUM STOREFRONT SYSTEM. REFER TO DOOR AND WINDOW SCHEDULES. 08520 - ALUMINUM WINDOWS 08520.A - ALUMINUM WINDOW. REFER TO WINDOW SCHEDULE, 09220 - PORTLAND CEMENT PLASTER 09220.A - CEMENT PLASTER FINISH WITH INTEGRAL COLOR. FIELD COLOR. 09220.E - CEMENT PLASTER CONTROL JOINT. 09900 - PAINTS AND COATINGS 09900.A - PAINT - FIELD COLOR 09900.8 - PAINT - ACCENT COLOR 10210 - LOUVERS AND VENTS 10210,A - METAL LOUVER. REFER TO DETAIL 21/A-9.2 AND MECHANICAL PLANS. 15000 - MECHANICAL EQUIPMENT 15000.A - MECHANICAL EQUIPMENT. REFER TO MECHANICAL. 16000 - ELECTRICAL 16000,E - DOOR BELL. REFER TO ELECTRICAL. 16000,E - 911 EMERGENCY PHONE, CONTRACTOR TO COORDINATE INSTALLATION. -,d Ar , n rye •�L� 1.EE �9E+ - � GCX rcl E A G-30919 U A 07/31/03 p Sx RENEW 0 of Cal THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, SIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SI ALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART TH ftEOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONN CTION WITH ANY WORK Oct PROJECT OTHER THAN THE SPECIE PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVFLOF ED WITHOUT THE WRITTEN CONSENT OF R.RM DESIGN GROUP. VISUAL NTACT WYTH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTiTUT CONCLUSIVE EMDENCE O' ACCEPTANCE OF THESE RESTRICTIONS. BMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REV€ HALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GRO 'S RIGHTS. RRM DESIGN GROUP COPYRIG T 2008 RRM is a California Corp ration Nt n e0 Am �r,�l EL - 0 Z E A am�a U A Nt Ir - CHECKED E 0 Z MS Z P: 0 DATE 1- JULY 3, 2008 i 0 ( � ¢ 6 1 6 1107514-A-5.2 Exterior Elevatic LL i' Q J W li JOB NUMBER U) rr LLW � Z Q m a SHEET rK Nt Ir - CHECKED E 0 Z MS Z P: 0 DATE 1- JULY 3, 2008 U) 0 ( � ¢ 6 1 6 1107514-A-5.2 Exterior Elevatic LL Q J W li JOB NUMBER U) rr LLW � Z Q m a NO.I REVISION I DATE DRAWN BY CHECKED E A MS 0 DATE Z JULY 3, 2008 0 CAD FILE 1107514-A-5.2 Exterior Elevatic - CSC JOB NUMBER � Z 0 a SHEET 07212.A, TYP. 07220.A/07220.B TYP. 07220.6 TYP. 06100110751 O.A, TYP. 12 �- T.O.P. 1714" B.O. SOFFIT% • i' DOOR HD It 14 .F. 07212.A, TYP. T.O.P. TO ALIGN 072123, TYP. FACIA W/ RPP. BAY 2100.L, TYP. 17'-4" B.O. SOFFIT ' 711 n."44— V APPARATUS BAY 119 LOCATION OF PLUMBING, ELECTRICAL COMMUNICATIONS, AND FIRE SPRINKLERS TO CROSS APPARATUS BAY 15400.0, TYP. 0 B, TYP. 06100.E, TYP. 06100.), TYP. 06100,E 15000,A, TYP. 0 06100.x, TYP. g" 1/4:12 SLOPE� V -L B.O. STRiiCTURE 04220,8, TYP. 08360.A, TYP. TYP. A SCALE: 1/8" = 1'-0" Do 07220.A TYP. - - 07220.A TYP. / 1 072203 TYP' / r 07220.6 TYP, 1 to I ENTRY RECEPTION COtV K RESPONSE SQUAD AREA 1 LOBBY EQUIP. ROOKS ALCOVE ROOM KITCHEN F-1 01 102 114 115 117 ,ti I 09511.A, TYP. - 03300.8, TYP. 07212.0, TYP, --06100.x, TYP. 07212.A, TYP. --07631.A, TYP. 03300.A, TYP. I DINING mlwnnr� ��-07212.C, TYP. 03300.13, TYP. A. Refer to door schedule & types for further information. B. Refer to window schedule & types for further information. I Refer to exterior elevations for further information. 03300 - CAST -IN-PLACE CONCRETE 03300.A — CONCRETE FOOTING. REFER TO STRUCTURAL. 03300.8 — CONCRETE SLAB. REFER TO STRUCTURAL. 04220 - CONCRETE UNIT MASONRY 04220.8 --- CMU WALL. REFER TO STRUCTURAL. 03100 - ROUGH CARPENTRY 06100.) — WALL FRAMING, REFER TO STRUCTURAL. 06100.K — MANSARD AND SOFFIT FRAMING. REFER TO STRUCTURAL. 06100,E — ROOF FRAMING. REFER TO STRUCTURAL. 07212 - BATT INSULATION 07212.A — R-30 ROOF BATT INSULATION. 07212.8 — R-19 EXTERIOR WALL BATT INSULATION. 07212.0 - R-13 SOUND BATT INSULATION. 07220 - ROOF AND DECK INSULATION 07220.A - R-30 RIGID ROOF INSULATION. 07220.8 --- TAPERED RIGID ROOF INSULATION CRICKET, 07331 - GUTTERS AND DOWNSPOUTS 07631.A — GUTTER 08360 - OVERHEAD DOORS 08360.A - OVERHEAD SECTIONAL DOOR. REFER TO DOOR SCHEDULE. 09511 -SUSPENDED ACOUSTICAL CEILINGS 09511.A - ACOUSTICAL LAY -IN TILE CEILING. REFER TO DETAIL 11/A-9.5 15000 - MECHANICAL EQUIPMENT 15000.A-- MECHANICAL EQUIPMENT. REFER TO MECHANICAL. 15400 - PLUMBING FIXTURES AND EQUIPMENT 15400.0 — TRENCH DRAIN SYSTEM. REFER TO PLUMBING. 06100.K, TYP. 07212.A, TYP. SET TOP PLATE TO ALIGN ROOF FRAMING WITH ADJACENT ROOF FRAMING 10'-8"+/- V.I.F. T.O.P. 9'-4" A. B.O. SOFFIT 07631.A, TYP, BEAM BEYOND LINE OF WINDOW AT DINING 03300.A, TYP. E -W SECTION SCALE: 1/8"=1'-1 12AI SCALE: 1/8" = 1'-0„ �o.yN1 �5ed Arc�� 0 LEE A2��`eC,� , 0914 UjH 07/31/03 p `S RENEWAL fill Of Cal .L THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DE GNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHA REMAIN THE PROPERTY 0, RRM DESIGN GROUP AND NO PARTTHER OF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNEC ION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC IR0.1120T FOR WHICH THS' HAVE BEEN PREPARED AND DEVELOPS WITHOUT THE WRITTEN CONSENT OF RRY DESIGN GROUP, VISUAL CO ACT WITH THESE DRAWINGS OR SPECIFICATIONS $HALLCONSTITUTE 0 NCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SU11TTALOF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW S ALL NOT BE CONSIDERED WAIVER OF RRM DESIGN GROUP RIGHTS. RRM (DESIGN GROUP C4PYRIGH 2008 RRM is a California Corpo tion E c K f i 0 • , UjH CC i.l.. fill h .L ` ®- IL U) Cc Lli M ,.lFII� ,Ls CIO sz,I Ex M �>r I NO.1 REVISION I I DATE I 0 UjH CC i.l.. fill J i_I_I ®- IL U) Cc Lli M I NO.1 REVISION I I DATE I fF '.. Request for Information 026 t Detailed, RFIs Grouped by RFI Number �f Fire Station #14 Project # 18020 l 5815 Mountain Vista Drive Tel: 661-322-4300 Fax: 661-322-4301 Bakersfield CA 93311 RFI #: 026 Date Created: 2/12!2009 Answer Company Answered By Author Company Authored ay, S.C. Anderson, Inc. Rhonda Shoufler 5815 Mountain Vista Dr. Bakersfield, CA 93307 Ce=Respoirdent Author RFI Number R=C Electric #12 Subject Discipline Category Bkx* out for (7) 2" Comm Conduits Electrical Drawing Clarifications Cc: Company Name Contact Name Copies Notes Question Oate Required: 2(2812008 Sheet / E3.2, A6.1, A6.2 & A3.1 Sheet A6.1 & E3.2 shows (7) 2" conduits running exposed down the north and south CMU apparatus wajis. North of apparatus bay room 118 has a 8'- 6" hard lid ceiling and the south room 124 has a 8' hard lid ceiling. Room 102, Communications/Equipment room, has a 10' ceiling. There will need to be (7) 2" conduits between the rafters and framing for the hard lids. #1: We would like to core (7) 3" holes or have a block out provided in each of the three CMU walls. Would this be acceptable? #2: Is it acceptable to add pull boxes inside the apparatus bay? Suggestion: We propose to have a 4" x 24" block out (8' east of gridline K) in the.CMU, 9' AFF in the north & south walls Inside the apparatus bay as well as the south wall of room 102. This should give us adequate room for the (7) 2" conduits. We also propose to mount (2) 24"x12"x6"D pull cans over the block outs inside the apparatus bay, with (7) 2" conduit out of the top and back of each box. We will stub Into room 102 since it has a 10' ceiling and run exposed in room 123. (See attached Sketch) Please send clarification. Suggestion Answer – nate, e- A- {;�[ OIL- 5Z -VC -1C GOT- (� X14 CG47PAA4'_ , ` -OXY S*i'-D M *9 )ep wlhpoty 1/y CRt) PPP, Peaks AW9 4M67- CokFI-«7�' !,v! - 2 �W F-5 j DF-ttT(FIAPp p.Sour PvzF,- pee, l" ze A-"- ko co Q Prolog Manager Printed on: 2/12l2oo9 SC Anderson Page G.FAKUP oe1001,IU511DA rfP. WMA -1W. A71-wa rPI-Y•ok 40— 3`-4" q B.O.IV SOFFIT 07631.A, 06100.8, TYP, /1&,9-6" ___\_ T'4.P. ' B.O.SOFFIT 07212.8, TYP. -- 04220.[7, TYP. --� T.O, PLANTER .01_011 F.F. M CAPT, RESTRM 10 Ef HALLWAY 107 I 07220.Ai 07510.A, TYP, 07212.0, TYP. '0951 I.A, TYP, FF BUNK ROOM ill B, TYP. I i 3 061001,107510.A, TYP. I 1 07220.A TYP. 07212.A, TYP. 061004 TYP. 061001, TYP. 07212.A, TYP. 07631.A, TYP. TYP. 03300,A, TYP. 061001, TYP. I - , 072121, TYP. 07212.6, TYP, 06100.H 03300.A, TYP. SCALE: 1/8" = V-0„ SCALE: 1 /8" = 1'-0" 121 , t , A. Refer to door schedule & types for further information. B. Refer to window schedule & types for further information, C. Refer to exterior elevations for further information. I KEYNOTES I 03300 - CAST -IN-PLACE CONCRETE 03300.A — CONCRETE FOOTING. REFER TO STRUCTURAL. 03300.8 — CONCRETE SLAB. REFER TO STRUCTURAL. 04220 - CONCRETE UNIT MASONRY 04220,8 — CMU WALL. REFER TO STRUCTURAL. 04220 0 _ CMU RAISED SITE WALL PLANTER W/ MANUFACTURED MASONRY VENEER. 06100 - ROUGH CARPENTRY 06300.6 — CEILING FRAMING, REFER TO STRUCTURAL. WOOD—FRAMED SLOPED BUILT—UP BASE. — SEE DETAIL 06100.H — 24/A-9.2 061OO.K — MANSARD AND SOFFIT FRAMING. REFER TO STRUCTURAL, 06100.E — ROOF FRAMING. REFER TO STRUCTURAL. 07212 - BATT INSULATION 07212.A — R-30 ROOF BATT INSULATION. 07212.6 — R-19 EXTERIOR WALL BATT INSULATION. 07212.0 — R-13 SOUND BATT INSULATION. 07220 - ROOF AND DECK INSULATION 07220.A — R-30 RIGID ROOF INSULATION. 07220.8 — TAPERED RIGID ROOF INSULATION CRICKET. 07510 - BUILT-UP BITUMINOUS ROOFING 07510.A — BUILT—UP ASPHALT ROOFING SYSTEM. 07631 - GUTTERS AND DOWNSPOUTS 07631.A — GUTTER 08520 - ALUMINUM WINDOWS 08520.A — ALUMINUM WINDOW. REFER TO WINDOW SCHEDULE. 09511 - SUSPENDED ACOUSTICAL CEILINGS ACOUSTICAL LAY—IN TILE CEILING. REFER TO DETAIL 09511.A — 11 /A— 9.5 15400 - PLUMBING FIXTURES AND EQUIPMENT 15400.0 — TRENCH DRAIN SYSTEM. REFER TO PLUMBING. ,ae,d Arc�f •\G 4�E �PC ff �� X 07131(09 RENEVAL of Ca 1, i�ptt� THE INCLUDED DRAWINGS, SPECIF€CATIONS, IDEAS, OESi NS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALI REMAIN THE PROPERTY OF RRtA DESIGN GROUP AND NO PART THERE F SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECT N WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC F ROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED VITHOUT V.EWRiTTENCONSENTOFRRVIOESiGNGROUP. VISUALCON, kOTWITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CO ICLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUB TIAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW S LL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S IGHTS. RRM DESIGN GROUP COPYRIGH 2008 RRM is a California Corpor tion F A lk _ i ff �� re �E A lk _ i I NO.I REVISION I PATE 1 PROJECT MANAGER C. WONG DRAWN BY I CHECKED BY UAlt JULY -8, 2008 CAD FILE 1107514-A-6.2 Building Sections.d g JOB NUMBER SHEET h re �E M iP I�t,t �■ to I NO.I REVISION I PATE 1 PROJECT MANAGER C. WONG DRAWN BY I CHECKED BY UAlt JULY -8, 2008 CAD FILE 1107514-A-6.2 Building Sections.d g JOB NUMBER SHEET h - !Request for Information 029 C., Jix" SAOP" 11%1CM Detailed, RFIs Grouped by RFI Number Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-665-8175 Fax: 661-665-8297 Bakersfield, CA 93311 RFI #: 029 Date Created: 3/3/2009 Answer Company Answered By Author Company Authored By RRM Design Group Mike Scott S.C. Anderson, Inc. Rhonda Shoufler 3765 South Higuera Street 5815 Mountain Vista Dr. Suite #102 Bakersfield, CA 93307 San Luis Obispo, CA 93401 Co -Respondent Author RFI Number Complete Door System #1 - Subject Discipline Category Door Hardware Architectural Drawing Clarifications Cc: Company Name Contact Name Copies Notes Question Date Required: 3/17/2009 Complete Door Systems is in receipt of the approved hardware submittal and we advise as follows: #1: The Architect has requested the Simplex 5021 -B-WL-41 levers, match the 'sparta' lever design used at the Schlage locks. Be advised that the Kaba Simplex 5021 lock is only offered in WL, which is the Winston Lever design. Approve specified Simplex Lock with Winston Lever, as submitted on our shop drawings and in our catalog cut sheets or advise as to different lock type that offers a curved lever design as requested on the returned submittals. #2: The Architect has requested the Simplex 5021 -B-WL-41 Lever with key pad both sides for the Man Gate. Note that Kaba does not offer a Simplex 5000 series lock with a keypad on both sides. Kaba does offer a Simplex EE1021 B, which has a double keypad, but only with a knob handle, the Winston Lever handle is not available. Approve the EE10212B with knob handle or provide a different lock type for the man gate. #3: The Architect changed the temporary IC 'TD' cores, to permanent cores 'PD', for all Schlage locks. The specifications call for IC cores with temporary construction cores. Advise if IC construction cores are still required or does the owner want CDS to permanently key the Non -IC cores, as requested on the returned submittals. Note the keying directive dated 2/18/09 from John Peterson, references Master Key #01153 and Change Key #74553. CDS has contracted Schlage and these numbers are not part of any key system in their records. Please advise as to what these keying numbers are referencing or approve the keying for all locks to be keyed alike under one master, except for door #10, which is master keyed only. Also advise if the keyway will in fact be 'C' keyway NON PRIMUS CORE, as noted per the same keying directive and returned submittals. Please advise so we we can proceed with the hardware production. Prol Manager Printed on: 3/19/2009 SC Anderson Page Request for Information 040 ..J 64 C� AINAMMIRSCW psom Detailed, RFIs Grouped by RFI Number f - Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-665-8175 Fax: 661-665-8297 Suite #102 Bakersfield, CA 93307 Bakersfield, CA 93311 San Luis Obispo, CA 93401 LOCKS & ACCESSORIES RFI #: 040 Date Created: 4/10/2009 Co -Respondent Author RFI Number Answer Company Answered By Author Company Authored By AV Sosa i RRM Design Group Margaret Ambrosavage S.C. Anderson, Inc. Rhonda Shoufler 2 AND 3 POINT LOCKS 3765 South Higuera Street 5815 Mountain Vista Dr. LOCK ( Suite #102 Bakersfield, CA 93307 Discipline Category ( San Luis Obispo, CA 93401 1850A deadlock. As the lock cylinder is turned for lock - Storefront Door Hardware Architectural Drawing Clarifications Co -Respondent Author RFI Number ing, the hardened steel hexbolt engages in the threshold £ for additional security. Cc: Company Name Contact Name Copies Notes Subject Discipline _ Category The Adams Rite 4016-30 header bolt provides a third Aluminum Doors Architectural Drawing Clarifications l locking point in pairs of doors. When the deadbolt is Cc: Company Name Contact Name Copies Notes 3 POINT thrown into the inactive leaf, the header bolt engages into Question Date Required: 4/24/2009 'i Sheets A-7.1 and A-7.2 The Aluminum door type A on A-7.1 shows a 12" bottom rail. Manufacturer standard ADA bottom rail is 10", which would I match the adjacent sidelite shown on A-7.2, B -Aluminum Storefront. Suggestion PS44 FLUSH BOLT Recommend 10" bottom rail on Aluminum Swing Doors. i Suggestion Answer Date Answered: 7/23/2009 Answer Date Answered: 4/10/2009 ( Revise bottom rail for door type A to 10". provide two locking points for the inactive leaf. '``�......�..-...—...""-"�......�._..._,_.d...—.� a MT -14 Request for Information 059 Detailed, RFIs Grouped by RFI Number Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-665-8175 Fax: 661-665-8297 Bakersfield, CA 93311 RFI #: 059 Date Created: 7/20/2009 Answer Company Answered By Author Company Authored By RRM Design Group Mike Scott S.C. Anderson, Inc. Rhonda Shoufler HARDWARE -- LOCKS, CYLINDERS & ACCESSORIES - CYLINDERS & ACCESSORIES CY 1 CY 3 CY-2 STANDARD CYUNDER THUMBTURN CYLINDER GUARD The Adams -Rite MS -4043 cylinder guard for MS -1850A locks includes a hardened steel collar designed to protect the cylinder from GY-4 CY-5 prying or twisting attempts. DUMMY CYLINDER RIM CYLINDER Standard of dm panic doors 3765 South Higuera Street 5815 Mountain Vista Dr. Suite #102 Bakersfield, CA 93307 San Luis Obispo, CA 93401 LOCKS & ACCESSORIES Co -Respondent Author RFI Number A.R. 4015 AV Sosa 2 POINT ° 2 AND 3 POINT LOCKS LOCK The Adams -Rite 4015 threshold bolt works with the MS - Subject Discipline Category 1850A deadlock. As the lock cylinder is turned for lock - Storefront Door Hardware Architectural Drawing Clarifications ing, the hardened steel hexbolt engages in the threshold for additional security. Cc: Company Name Contact Name Copies Notes The Adams Rite 4016-30 header bolt provides a third A.R. 4016-30 locking point in pairs of doors. When the deadbolt is Question Date Required: 8/3/2009 3 POINT thrown into the inactive leaf, the header bolt engages into Complete Door Systems is providing an IVES FB358 manual flush bolt for storefront doors 03 & 04. This product is for at he the door header. wood interior door. This will not meet egress. Must be an automatic flush bolt or 3 -point lock. This is a stock item for Vistawall. See attached Suggestion PS44 FLUSH BOLT Top and bottom standard flush bolts on the inactive leaf Answer Date Answered: 7/23/2009 of pairs of doors - Egress is met through door leaf with operable handle. Manual flush bolts by Vistawall are acceptable at inactive door leaf with dummy handle. ""` Flush mounted on the nose of the door stile, flush bolts provide two locking points for the inactive leaf. '``�......�..-...—...""-"�......�._..._,_.d...—.� a MT -14 L! Request for Information 060 Detailed, RFIs Grouped by RFI Number Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-665-8175 Fax: 661-665-8297 Bakersfield, CA 93311 RFI #: 060 Date Created: 7/20/2009 Answer Company Answered By Author Company Authored By RRM Design Group Mike Scott S.C. Anderson, Inc. Rhonda Shoufler 3765 South Higuera Street 5815 Mountain Vista Dr. Suite #102 Bakersfield, CA 93307 San Luis Obispo, CA 93401 ° Co -Respondent Author RFI Number AV Sosa Subject Discipline Category g ry Storefront Doors Architectural Drawing Clarifications Cc: Company Name Contact Name Copies Notes Question Date Required: 8/3/2009 LCN 4041 Surface Mount Closer Using a 3 1/2" top rail does not have enough room to mount this hardware without a drop plate. Drop plate was not furnished by hardware supplier. Do you want the Door Supplier to furnish the Drop Plate or do you want us to use 8" top rail in lieu of 3 1/2"? Suggestion Answer Date Answered: 7/23/2009 An 8" top rail is acceptable. METAL TIP 0 l CEMENT PLASTER CEM PLA' SYS SEA[ AL TRACK E �----� GYP. BD. I' CEMENT PLASTER SYSTEM INTERIOR I` FINISH - 6"x6"x3/8" ANGLE W/ W/4 . COUNTERFLASHING STUDS @ 16" O.C. STAGGERED WITH DRIP EDGE AND GROUND SMOOTH AND SEALANT - SHIM AS REQUIRED.1x6 FIBER CEMENT TRIM - MOUNTING BRACKET 1X2 WOOD TRIM _x i :.: ELASOMERiC MEMBRANE - SECTIONAL DOOR DOOR FRAME LAP 12" ALL SIDES, 5 i aTEEL ANGLE ALIGN FRAME TO INSIDE FACE -j1X FIBER CEMENT TRIM Se, e- p) SEALANT DOOR TRACK OF STUD 51_ to BULB WEATHER STRIP 4y4t1 .XPANSION JOINT, HEAD ,ONTINUOUS. ALIGN W/FACE OF WALL 1indow\05300—SECDRHDR.dwg 1 1/2"1511 /2A NOTE: REFER TO FLOOR PLANS FOR WALL TYPES, ALL EXTERIOR TRIM TO BE SEALED WITH PRIMER ON THE BACKSIDE PRIOR TO INSTALLATION STONE VENEER WE. REFER TO STONE WALL BASE AT APP a, d STONE VENEER WHERE OCCURS BAY DETAIL -SLOPED WALL BASE FURRING EXPOSED MASONRY WALL it SEALANT ELASTOMERIC MEMBRANE. II d LAP 12' ALL SIDES, TYP. SEALANT I� 1x6 FIBER CEMENT TRIM 6"x6"x3/8" STEEL ANGLE fl dQ . 1X FIBER CEMENT TRIM W[TW h" CTI me rA 1 c"SEALANT O C IND SMOOTH 4ER STEEL =LUSH FIT 02-05-01 D.M. A99016\Product\CADfiIes\DD\Details\Ds SECTIONAL OVERHEAD DOOR HEAD &5� u I `SECTIONAL DOOR 04-14-05 L.F. \Detoils\Door—Window\OH—Jamb—Wall.dwg SECTIONAL OVERHEAD DOOR3$0 GYPSUM B (OVER PLYWD W.O.- REFER TO STRUCT REFER TO DOOR SCHEDI, HM DOOR FRAME. DOOR FRAME BEYOND DOOR FRAME BEYOND DOOR BOTTOM PER SPEC 4s A STUD FRAMED WALL PER PLAN ANCHOR PER SPEC SCHEDULED DOOR THRESHOLD 1.13.03 KL Door—interior—mtlwati.dwg im ALIGN FRAME TO INSIDE FACE OF STUD JAMB AT STONE BASE ; ,z2 wood rRira CEMENT PLASTER SYSTEM 1z6 FIBER CEMENT TRIM ,..:._... 1X FIBER CEMENT TRIM --='---_ _ --- � SEALANT I DOOR � DOOR FRAME j I ALIGN FRAME TO INSIDE FACE OF STUD JAB AT WOOD BASE El�t1X2 WOOD TRIM NOTE: REFER TO FLOOR PLANS FOR WAIL TYPES, ALL EXTERIOR TRIM TO BE SEALED WITH PRIMER ON THE BACKSIDE PRIOR TO INSTALLATION DOOR FRAh4E I� ' _----TRIM BEYOND I' SADDLE THRESHOLD- CONC. SLAB FULLY EMBED IN ON GRADE. MASTIC SCHEDULED DOOR REFER TO STRUCTURAL 10OR MATERIAL, PLANS. I ton /�SLOPE" MIN. REFER TO FINISH SCHEDULE WEATHERSTRIPPING <_—CONCRETE FLATWORK. REFER TO CIVIL PLANS. THRESHOLD FACE OF STUD/FOOTING NOTE: REFER TO FLOOR PLANS FOR WALL TYPES, ALL EXTERIOR TRIM TO BE SEALED WITH PRIMER ON THE BACKSIDE PRIOR TO INSTALLATION 04-30-01 LS R:\1001013\Product\CADfiles\DD\Details\door.wd.dwg DOOR - FRAME BEYOND CMU WALL "T" MASONRY ANCHOR 0 JAMB, TYP. SOLID GROUT BD. WHERE OCCURS Q CMU WALL - REFER TO FLOOR PLANS REFER TO DOOR SCHEDULE FOR OPENINGS BACKEROD & SEALANT, ALL SIDES 4" HEAD WHERE REQUIRED TO COURSE WITH MASONRY OPENING DRAFT STOP WHERE REQUIRED LITE (WHERE OCCURS) T LOUVER (WHERE OCCURS) crt 11!p ti 0 qqss A j a AWMINUM SOLID CORE STOREFRONT WOO �, , ;ruTY PEES HEAD JAMB ....................................................... HEAD%JAMB @ WINDOW GYPSUM BOARD JAMB BEYOND LITE (WHERE OCCURS) LOUVER (WHERE OCCURS) DOOR ALUMINUM STOREFRONT BACKEROD & SEALANT, ALL SIDES WALL FURRING W/ GYP. JAMB BD. WHERE OCCURS DOOR DOOR FRAME BEYOND DRAFT STOP WHERE REQUIRED SADDLE THRESHOLD FLOR MATERIAL, TO FINISH SCHEDULEFER THRESHOLD 1.13.03 L.F. Door—Interior C HOLLOW METAL DOOR FRAME & DOOR W% TRANSOM ABOVE ALUMINUM STOREFRONT DOOR FRAME BEYOND WEATHERSTRIPING SADDLE THRESHOLD M SLOPE I`/FT. MINS. Q ADJACENT SURFACE, THRESHOLD AT DOOR REFER TO CIVIL PIANS 4 CONCRETE SLAB, REFER NOTES: TO STRUCTURAL PLANS 1, DOOR HINGE PER MANUFACTURER'S RECOMMENDATIONS 12.28.05 NILS Storefront—Door.dwg (18" HIGH AT DOOR 18) T T T T D STEEL OVERHEAD DOOR SCALE:: 1/411 = 1'-0" LINE OF 1/2"C IN ATTIC— COUNG J BOX IN CEILING DOOR 1 HM DOOR--,,,,, SENSOR FRDOOR--,,,,,DOOR--,,,,, AME ELECTRIC ELECTRIC LOCK . LOCK IN DOOR HINGE --�` LINE OF DOOR FLOOR 1.13.03 LF KEYPAD DOOR.dwg J BOX IN CEILING 1 /2 -CONDUIT TYP. EMBEDDED IN MASONARY OR STUD WAIL 2" TYP VERIFY WITH - DOOR SUBMITTAL CARD READER -- 12" 1� CONFIRM LOCATION --HE FNCLUDEP DRAWINGS, SPECIFICATIONS, IDEAS. CE5 NS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHA REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THERE F SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONN£C ON WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC I ROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED NITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CON ACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE C CLUSIVE EVIDENCE OF ACCEPTANCE OFTHESE RESTRICTIONS. SUB FTTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REV€EW S LL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUPIS RIGHTS. RRM DESIGN GROUP COPYRIGH1 2008 RRM is a California torpor, tion r` DO 0 R SC EEDU 0 4r, 7.19 z. DOOR DOOR NO. TYPE GLASS TYPE FRAME TYPE OPENING SIZE WIDTH HEIGHT DOOR SIZE HDWR GROU WIDTH HEIGH (REFER SPEC N GROUP (REFER SPECS) HEAD DETAILS JAMB REMARKS THRESHOLD s 01 A DG ALUM 4 4 2(3'-0") 7'-0n r.cn 24/7 24 - 24 - 6 7, 8 10 A DG ALUM 4 4 3'-0" 7'-0" 24/— 24 A-7.3 2417 7, 8 U) 03 A DG ALUM 4 4 2 3'-0' 7'-0 +jig 24 — 24 — 24-- 7 04 A DG ALUM 4 4 2 3'-0' 7'-0" 24/— 24/A-7.3 24-- 7 C HM 4 4 2(3'— 0" 7'-0" 44 — 44 — 44/— 1 06 B HM 4 4 3'4" 7'-0" 54/— 54/— 54 — 07 lu,W HM 4 4 S-010 7 —0" 54/— 54/— 54 — 2 08 B HM T4=4 S-0 7 —O" 54 — 54/— 54/—_ 09 C SP HM s sr 3 -4 r v 7 -4 s » n 3 -O 7s -0 34/- 34L- 34L- i0 C HM 3'-4" 7'-4' 3'-0" 7'-0" 34 - 34/- 34/- 11 C HM 3'-4" 7'-4" 3'-0" 7'-0" 34L-34/— 34/— 12 C HM 1 21-81 7r_4" n 21-4n 7:-0 34/— 34/— 34/- 13 D DG HM 14j_0" 14'—O" 5 5 51 — 52/— 51/_ 14 14 D DG HM i4-0" 14-0' S 5 51 — 52 — 51/- D DG HM 14'_011 14 —0 5 5 51/_ 52/— 51/_ 1 — 16 D 16 DG HM 14F4' 14'-0° 5 5 51 52 51 17 C HM 3'4" 7'-4" S-0" 7-0' 34/- 34/- 34/- 18 C HM 3'-4' 7'-4' S-017 7'-0 34L- 34L- 34/- 4 -19 19C HM 3'-4" 714" 3'-0" 7'-0" 34L- 34/- 34/- 4 —20 20C HM 3'-4" 7'—T' --3r-- _0" 7'-0" 34/— 34/— 34/- 21 B HM 4 4 3'-0 7'-0" 54/— 54/_ 54/— 22 B SP HM 4 4 3'-0" 7'-0 54/- 54/- 54/- 2 23 B SP HM 4 1 4 S-0" 7'-0 54/— 54/— 54/— 2 24 B HM 4 4 3'-0" 7'-0" 54/— 54/— 54 — 25 B HM 4 4 3'—O 7'—O 54/— 54 — 54 — 26 B HM 4 4 S-0" 7'-0" 54/— 54 — 54/- 27 B HM 4 4 3'-0" 7'-0n 54X— 544— 54 - 28 B HM 4 4 3'-0' 7'—On 54/— 54 — 54 — 29 NOT USED 30 B HM 4 4 3'-0 7'-0 54 — 54/— 54 — 31 B HM 4 4 3'-0" ___f__0" 54/7_ 54 — 54/- 32 C DG HM 3'-4n 7'-4" S-00 7-0" 14/A-7.3 14/A-7 3 14/A-7.3 2 33 B HM 4 54/— 54 — 54/— GENERAL NOTES: REMARKS: (A) ALL DOORS TO HAVE LEVER HANDLES. SEE SPECIFICATIONS FOR (1) LOUVER HARDWARE GROUPS. (2) LITE (B) SEE SPECIFICATIONS FOR SIGNAGE SCHEDULE. REFER TO DETAILS (3) NOT USED 42, 53 + 54/T-1.4 FOR SIGNAGE PLACEMENT AND TYPES. (4) VERIFY ROUGH OPENING SIZE WITH DOOR MANUFACTURER (C) REFER TO DETAILS 23 + 33/T-1.4 FOR ACCESSIBLE DOOR TO CONSTRUCTION HARDWARE & CLEARANCE REQUIREMENTS. (5) CONTRACTOR TO VERIFY ACTUAL DOOR SIZE TO FIT FINISH (D) REFER SPECIFICATIONS FOR LOCATIONS AND TYPES OF WINDOW TO FABRICATION OF DOOR & FINISH OPENING. COVERINGS. (6) ELECTRONIC ACCESS CONTROL- SEE DTL 14/- (E) REFER TO DETAIL 22/T-1.4 FOR THRESHOLD REQUIREMENTS. (7) SIDELITES AND/OR TRANSOM - REFER TO WINDOW TYPES (F) REFER TO DETAIL 24/A-9.5 AT ALL OVERHEAD DOORS (G) REFER TO DETAIL 13/A-9.5 FOR TYPICAL BUNK ROOM SWITCH (8) PANIC HARDWARE - LOCATION. (9) UNDERCUT DOOR 3/4" (H) PROVIDE LOW LEVEL EXIT SIGNS AT ALL EXIT SIGNS PER (10) ACCESSIBLE BUILDING ENTRY SIGNAGE. REFER TO DETAIL ELECTRICAL PLANS. a WALL FURRING W GYP T=TEMPERED GLASS " >_5" GLASS TYPE LEGEND: DG = DOUBLE—GLAZED, TINTED, LAMINATED GLASS ASSEMBLY. REFER SPECS. SPEC. PRIOR SP = INTERIOR, FIXED, CLEAR, SINGLE PANE GLASS. OPENING PRIOR REFER SPECS. W = INTERIOR WIRE SECURITY GLAZING. REFER SPECS, & SCHEDULE 11/T-1'.4 6" CMU WALL "T" MASONRY ANCHOR 0 JAMB, TYP. SOLID GROUT BD. WHERE OCCURS Q CMU WALL - REFER TO FLOOR PLANS REFER TO DOOR SCHEDULE FOR OPENINGS BACKEROD & SEALANT, ALL SIDES 4" HEAD WHERE REQUIRED TO COURSE WITH MASONRY OPENING DRAFT STOP WHERE REQUIRED LITE (WHERE OCCURS) T LOUVER (WHERE OCCURS) crt 11!p ti 0 qqss A j a AWMINUM SOLID CORE STOREFRONT WOO �, , ;ruTY PEES HEAD JAMB ....................................................... HEAD%JAMB @ WINDOW GYPSUM BOARD JAMB BEYOND LITE (WHERE OCCURS) LOUVER (WHERE OCCURS) DOOR ALUMINUM STOREFRONT BACKEROD & SEALANT, ALL SIDES WALL FURRING W/ GYP. JAMB BD. WHERE OCCURS DOOR DOOR FRAME BEYOND DRAFT STOP WHERE REQUIRED SADDLE THRESHOLD FLOR MATERIAL, TO FINISH SCHEDULEFER THRESHOLD 1.13.03 L.F. Door—Interior C HOLLOW METAL DOOR FRAME & DOOR W% TRANSOM ABOVE ALUMINUM STOREFRONT DOOR FRAME BEYOND WEATHERSTRIPING SADDLE THRESHOLD M SLOPE I`/FT. MINS. Q ADJACENT SURFACE, THRESHOLD AT DOOR REFER TO CIVIL PIANS 4 CONCRETE SLAB, REFER NOTES: TO STRUCTURAL PLANS 1, DOOR HINGE PER MANUFACTURER'S RECOMMENDATIONS 12.28.05 NILS Storefront—Door.dwg (18" HIGH AT DOOR 18) T T T T D STEEL OVERHEAD DOOR SCALE:: 1/411 = 1'-0" LINE OF 1/2"C IN ATTIC— COUNG J BOX IN CEILING DOOR 1 HM DOOR--,,,,, SENSOR FRDOOR--,,,,,DOOR--,,,,, AME ELECTRIC ELECTRIC LOCK . LOCK IN DOOR HINGE --�` LINE OF DOOR FLOOR 1.13.03 LF KEYPAD DOOR.dwg J BOX IN CEILING 1 /2 -CONDUIT TYP. EMBEDDED IN MASONARY OR STUD WAIL 2" TYP VERIFY WITH - DOOR SUBMITTAL CARD READER -- 12" 1� CONFIRM LOCATION --HE FNCLUDEP DRAWINGS, SPECIFICATIONS, IDEAS. CE5 NS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHA REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THERE F SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONN£C ON WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC I ROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED NITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CON ACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE C CLUSIVE EVIDENCE OF ACCEPTANCE OFTHESE RESTRICTIONS. SUB FTTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REV€EW S LL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUPIS RIGHTS. RRM DESIGN GROUP COPYRIGH1 2008 RRM is a California torpor, tion r` 0 0 z. If 0 co can �- . s ��Y{^ Y r` 0 If 0 co �- . s L�wtill :. (0 r.cn tw 1 rr� cli ..', ,. U) +jig M I NO.I REVISION I DATE 1 "- Request for Information 058-001 CLOV Detailed, RFIs Grouped by RFI Number Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-665-8175 Fax: 661-665-8297 Bakersfield, CA 93311 RFI #: 058-001 Date Created: 7/20/2009 Answer Company Answered By Author Company Authored By RRM Design Group Mike Scott S.C. Anderson, Inc. Rhonda Shoufler 3765 South Higuera Street 5815 Mountain Vista Dr. Suite #102 Bakersfield, CA 93307 San Luis Obispo, CA 93401 a Co -Respondent Author RFI Number AV Sosa Subject Discipline Category Window H Architectural Drawing Clarifications Cc: Company Name Contact Name Copies Notes Question Date Required: 8/3/2009 The call out Dimensions for Window "H" is 60" x 52". �. The max CRL will make this window is 72" x 50". Do you want a 2 x 4 1/2 storefront tube above head track or more wood and drywall? Suggestion Answer Date Answered: 7/23/2009 Please refer to revised window height per RFI #058. Revise wall panel joint locations to align with top of window per attached exhibit RFI 058-001. _I� bo rp I -V.qk i W _s16 1 -8 A. F. F. T A ALUMINUM FIXED ............... - W A.F.F. o�a T REFER TO T x SCHEDULE � F B ALUMINUM STOREFRONT FIXED IN 81-611 A.F.F. c rt - I /c1 /c2 Ire CASEMENT OPERATION TO BE HINGED AT CENTER AND IN OPPOSITE DIRECTIONS AT PAIRED WINDOWS. r W 8)-61) A.F.F. a 81-611 A.F.F. F7TF--T7 T REFER TO Z DOOR SCHEDULE i SCHEDULEWINDOW �D ��. FRAME TYPE WINDO SIDE SIZE ROUGH OPENINGS DETAILS REMARKS HEAD JAMB SILL. A ALUM 2'-0" X 2'-0" (1) 23/A-7.3 23/A-7.3 23/A-7.3 (3) B ALUM T-0" X 8'-6" (1) 24/A-7.3 24/A-7.3 32/A-7.3 (3) FOR WHICH THEY HAVE SEEN PREPARED AND DEVELO ALUM 3'-0' X 5'- 2" (1 23/A-7.3 23/A-7.3 23/A-7.3 (2), (3) C1 ALUM 3'-0" X 5-2" (1 ) 23/A-7.3 23+33/A-7.3 34/A-7.3 (2), (3) C ALUM 3'-0n x 5'-2" (1 ) 23/A-7.3 23+33f A-7.3 11 /A-7.3 (2), (3) /(T) ALUM 1'-6" x 1'-6T' (1) 23/A-7,3 23/A-7.3 23/A-7.3 (2), (3) 21 ALUM 1'-6" X 1'-621 (1) 42/A-7.3 42/A-7.3 42/A-7.3 (2), (3) E ALUM 5-0" x 8'-6f' (1) 24/A--7.3 24/A-7.3 32/A-7.3 (3) F ALUM 12'-0" X 10'-0" (1) 24/A-7.3 24/A-7.3 32/A-7.3 (2), (3) G ALUM 6'-4,> X 8'-6" (1) 24/A-7.3 24/A-7.3 - (2), (3) H ALUM 5'-013 X 41-4" (1) 1 44/A-7.3 44/A-7.3 44/A-7,3 REMARKS: 1. CONTRACTOR TO VERIFY EXACT ROUGH OPENING SIZES PRIOR TO FABRICATION OF ROUGH OPENINGS, AND WINDOW UNIT. 2. REFER TO SPECIFICATIONS FOR LOCATIONS AND TYPES OF WINDOW COVERINGS. 3. „ SEALED INSULATED GLAZING PER SPECIFICATIONS. / W 12 T T A. F. F. Z T REFER TO T DOOR SCHEDULE ffr YY used bEE F_ T G C-30 19 REFER TO DOOR Z SCHEDULE z *� pie of Ccs1 D/Di E f G ALUMINUM ALUMINUM ALUMINUM ALUMINUM CASEMENT STOREFRONT STOREFRONT STOREFRONT FIXED FIXED FIXED NOTE: T = TEMPERED GLAZING H ALUMINUMt SLIDER SCALE: 1/4" = 1'--0" Arch. used bEE i G C-30 19 n., RENEWAL z *� pie of Ccs1 THE. INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, IGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND ALL REMAIN THE PROPERTY OF FIRM DESIGN GROUP AND NO PART T EOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CON CTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECT C PROJECT FOR WHICH THEY HAVE SEEN PREPARED AND DEVELO ED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL TACTWITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUT CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS, BMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIM SHALL NOT BE CONSIDERED A WAIVER OF RRrA DESIGN GROt FS RIGHTS. RRM DESIGN GROUP COPYRIG iT 2008 RRM is a California Corp ration I NO.I REVISION I DATE I PROJECT MANAGER G. WONG DRAWN BY CHECKED E MA - MS DATE JULY 3, 2008 CAD PILE 1107514-A-7.2 Window Schedt and Details.dwg JOB NUMBER ^� 1107514 I Types i �NF x,• 4 n., ! is z 4 ■ _j I NO.I REVISION I DATE I PROJECT MANAGER G. WONG DRAWN BY CHECKED E MA - MS DATE JULY 3, 2008 CAD PILE 1107514-A-7.2 Window Schedt and Details.dwg JOB NUMBER ^� 1107514 I Types i z ■ z I NO.I REVISION I DATE I PROJECT MANAGER G. WONG DRAWN BY CHECKED E MA - MS DATE JULY 3, 2008 CAD PILE 1107514-A-7.2 Window Schedt and Details.dwg JOB NUMBER ^� 1107514 I Types MINUM SILL W/DRIP ,X �M� M�TQUA4AT H WINDOW FRAME or SEALANT & BACKER ROD I WOODCMU WALL FIBER ■ TRIM WAR i(t z SILL NOTE: WINDOW ATTACHMENT PER MANUFACTURER'S RECOMMENDATIONS 12.28.05 MLS Window—Wd.dwg ALUM. WINDOW AT CMU CORNER BEAD GYPSUM BD SEALANT ffm GYPSUM BD WOOD SHIRE 2k FRAMING GYPSUM BD 2" GYPSUM BB I ALUMINUM STOREFRONT— REFER TO WINDOW SCHEDULE AND TYPES FOR SIZE FLOOR FINISH PER SCHEDULE SEALANT & BACKER ROD FLASHING TO MATCH W/ DRIP FULLY BEDDED IN MASTIC SLOPE " PER FT. MIN. " MIN. AT HARDSCAPE r 6" MIN. AT GRADE r— '- --EXPANSION JOINT FILLER FOUNDATION— REFER STRUCT 09-09-04 M.L.S. 08400—SMRFRNT—cmu.dwg 3" 1421 STOREFRONT OW EXTERIOR SILL AT FLOOR 3" 13 HEADER, REFER TO STRUCTURAL CORNER BEAD SEALANT WINDOW - COUNTER BELOW -SEALANT - WINDOW GLASS SEALANT CORNER BEAU/TYP. COUNTER BELOW GYPSUM BD BEYOND GLASS WINDOW PER SCHEDULE COUNTERTOP. REFER TO DETAIL 42/A-9.5 REFER FLOOR PLAN ' I A WALL FRAMING PER STRUCT. I ' A BUILDING PAPER, I I: STONE VENEER 6 J SYSTEM 4; �I it a i i I . ELASTOMERIC �I MEMBRANE � �I LAP 12 " MIN. --=J ` FIBER CEMENT TRIM SHIM AS REQUIRED 06-24-06 MLS JAMB T STONE VENEER ..t 1X4 WOOD TRIM— PT. .: GYPSUM BD. WALL FRAMING PER STRUCT. 06-24-08 MLS SEALANT EACH SIDE ALUMINUM WINDOW SYSTEM }' 10n3 —FIBER CEMENT ALIGNS W/ JAMB BEYOND SLOPED STONE VENEER BEYOND, —ALUM. WINDOW W.O. FRAME PRECAST �- ALUM. SILL CONC. SILL i y .Ia a is 4c4 4 I a 4 �-- DRIP s s ELASTOMERIC I Aa MEMBRANE LAP 12" MIN. ALL SIDES 1X6 WOOD — TRIM AT WINDOW "A" ONLY STONE VENEER, W.O. li CEMENT PLASTER SYSTEM II LAP BLDG. PAPER 0/ I FLASHING—TYP II L II : ELASTOMERIC MEMBRANE— LAP 12 ALL SIDES EQ. EQ. 01II FLASKING WITH DRIP II . II - AND SEALANT HEADER PER STRUCT. — — (FRAMING) 1X6 FIBER CEMENT TRIM Ei ! 1X FIBER CEMENT TRIM I SEALANT—TYP ALUMINUM WINDOW SYSTEM CENTER ON STUD FRAMING, TYP. 1X WOOD TRIM )/2" a INUM SILL W/DRIP ATCH WINDOW FRAME -"--SEALANT & BACKER ROI 1 i II117�`IX6FIBER■ �► ALL FRAMING WPER STRUCT.MEMBRANE GYPSUM fBERTCEMENT (PLASTER BD �YbIEM WHERE OCCURS} GYPSUM BOARD r 1X6 WOOD TRIM A I DOOR "B" I ONLY J—MOLD HEAD/JAMBS . 09-09--04 M.L-S. 08400—STORFRNT—cmu.dwg CEMENT PLASTER SYSTEM T.- : PER SPEC (STONE VENEER WHERE OCCURS) L/, ---METAL FLASHING WITH DRIP II LAP BLDG. PAPER 0/ II ... FLASHING — IYP. WALL FRAMING PER STRUC. ELASTOMERIC MEMBRANE I , LAP 12' ALL SIDES J iX FIBER CEMENT TRIM METAL FLASHING iX FIBER CEMENT TRIM ALUMINUM STOREFRONT SYSTEM 't 1X4 WOOD TRIM— PT. GYPSUM BD. WALL FRAMING PER STRUCT. ALUM. WIN. SU AT VENEER STONE VENEER BEYOND, W.Q. FIBER CEMENT JAMB �--- BEYOND ----ALUM. WINDOW FRAME ALUM. SILL I PRECAST z CONC. SILL I I q WATERPROOF I a MEMBRANE LAP 12" MIN. I ALL SIDES L DRIP c GALV. SHEET q /-2"Of MTL. FLASHING STONE VENEER 0/ MORTAR SETTING BED a METAL LATH 0/ BLDG. PAPER 3° 111 CEMENT PLASTER I SYSTEM (FIBER I CEMENT W.O.) I [ : FLASHING W/ DRIP I AND SEALANT AT JAMB I. 1X6 FIBER CEMENT TRIM I. BACKEROD & SEALANT, I ALL SIDES l : 7'-4" GRIND SPLIT FACE CMU SMOOTH AS REQ'D FOR INSTALLATION—TYP 1 SOLID GROUT ENLARGED DOOR FRAME AT HEAD TO COURSE W/MASONRY ---SCHEDULED DOOR I IOOR 'ING SOOLD — IN MASTIC URFACE — 1VIL PLANS a T ESLD - I -EXPANSION JOINT FILLER CONCRETE SLAB, REFER NOTE: REFER TO FLOOR PLANS FOR WALL TYPES TO STRUCTURAL PLANS ALL EXTERIOR TRIM TO BE SEALED WITH PRIMER ON THE BACKSIDE PRIOR TO INSTALLATION 2.16.03 LF E%TDOORCMU.dwg �(E �- -30914 fl713VO9 �'!t RENEWAL ca THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS,SIGNS AND ARRANGEMENTS REPRESENTED THEREBYARE AND LL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART T REOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONN CTION WITH ANY WORK OR PROJECT OTHER THAN THE SFEC3 C PROJECT FOR WHICH "HEY HAVE BEEN PREPARED AND DEVELO D WITHOUT THE'01MITEN CONSENT OF RRM DESIGN GROUP. VISUAL NTACT WITH THESE DRAWINGS ORSPEC$RCATTONS SHALLCONSTITUT1 CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.EMIT s'AL OF THESE DOCUMENTS FOR PUBLIC AGENCY RENAEV SHALL NOT BE CONSIDERED A WAIVER OP RRM DESIGN GRO S RIGHTS. RRNI DESIGN GROUP COPYRIG iT 2008 RRM is a California Corp ration �(E �- ,f s M E yax F � t.. � 3 �h `li 1 F F r mt 0 77 z _0 C/) LL! Iz U- 0 J W LL U) W Cil I NO, I REVISION I BATE I PROJECT MANAGER C. WONG DRAWN BY CHECKED E MA MS DATE JULY 3, 2008 CAD FILE 1107514-A-7.3 Window Details. JOB NUMBER lel Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-322-4300 Fax: 661-322-4301 Bakersfield, CA 93311 RFI #: 024 Date Created: 2/1212009 Answer Company Answered By Author Company Authored By S.C. Anderson, Inc. Rhonda Shouller 5815 Mountain Vista Dr. 1 Bakersfield, CA 93307 Co -Respondent Author RFI Number s o'Neal Subject Discipline Category Saw Cut Plan Architectural Drawing Clarifications Cc: Company Name Contact Name Copies Notes Question Date Required: 2126/2009 l Sheet A7.4 Please review the attached saw cut plan. We have relocated some of the continuous control joints to align with the saw cuts of the stain pattern. We believe this will aid in the overall aesthetics. as �, Is this acceptable? Suggestion e F Answer Date Answered: �VIIWD La&[%vc JIIYT -- LaGroT-tr L Pie A-e-c"r"cxr. l,A,1tT* ODD 1770,( r-,t#1bi1- PF1 aq-0 P 6: iF • p - l c. 02-- JZ _0? 0? - - — — — — — — — — — - — — — — •— ---j � (0 PRd10f OOIiOIEIE gAitR WD lu FI0M WMM mm m MW Nix raow uatx secs No a Mai Iz aK ls1 0" OBER fW 2l SND not a a" 1 (4) CPSUII B01!# on fill 4' me fU1" a tells f t (10 WM 1u XW fin WX = Al Nt MO Ne FOr 1111W ttEwT06 (OM AT 1 11 (11) RORM wSOW enW ILL o0'OSc Sirs OF DfMC RIMM MM . 1 1 � ------� >D afnrt Wk -ss IN esE 1f4Y19fa16 AT CWA - Ni ulcuna. 1 (6) 01111 M OM 14/M4.4 rdt XE W6WT. 1 i 1 1 1 ( 1 1 1 I 2 t 1 L —�--- a5nne.. s WROL JOINTS SWM CONSIST OF STRUCTUM REOUIREDDAREA OF .... AT ALL EDGES IJ1E . t -O F,;<419 tr Ut 02Y -61 Request for Information 067 �t Detailed, RFIs Grouped by RFI Number Fire Station #14 Project # 18020 WROL JOINTS SWM CONSIST OF STRUCTUM REOUIREDDAREA OF .... AT ALL EDGES IJ1E . t -O F,;<419 tr Ut 02Y -61 Request for Information 067 �t Detailed, RFIs Grouped by RFI Number Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-665-8175 Fax: 661-665-8297 Bakersfield, CA 93311 RFI #: 067 Date Created: 10/15/2009 Answer Company Answered By Author Company Authored By RRM Design Group Mike Scott S.C. Anderson, Inc. Rhonda Shoufler 3765 South Higuera Street 5815 Mountain Vista Dr. Suite #102 Bakersfield, CA 93307 San Luis Obispo, CA 93401 Co -Respondent Author RFI Number Kings Subject Discipline Category FRP in Room 122 Interior Design Drawing Discrepancies Cc: Company Name Contact Name Copies Notes I / Question Date Required: 10/29/2009 Detail 4/A-8.4 shows FRP wainscot (Typ) within Room 122. However, finish schedule on sheet A-7.4 does not show FRP. Understanding the finish schedule takes precedence, this room was not figured at time of bid. Room 122 to receive Attached, please find proposal for the 240 sq ft of FRP per interior elevations. Suggestion Answer Date Answered: 10/20/2009 No FRP is intended for Room 122, provide per finish schedule. 9 E L - OFINISH SCHEDULE ROOM FLOOR WALLS I CEILING NO NAME MATERIAL BASE N WAINSCOTI WALLS BASE E IWAINSCOT WALLS BASE S IWAiNSCOT WALLS BASE W WAINSCOT WALLS HEIGHT MAT'L Subject Discipline Category REMARKS NOTES 101 RECEPTION AREA PSCON WD WP GBP WD WP GBP WD — MASE WD WP GBP (1) (2) (ACCENT PAINT COLOR — WEST WALL) (10) 11 102 COMM. ROOM SCON RB — PW RB — PW RB - PW RB — PW 1 103 PUBLIC UNISEX RESTROOM PSCON CT GBCT GBP CT GBCT GBP CT GBCT GBP CT GBCT GBP (1) (2) (4) 104 1 STATION OFFICE: CAR RB - GBP RB - GBP RB - GBP RB - GBP —TIT—" (ACCENT PAINT COLOR - EAST WALL) (6) 105 F.F. RESTROOM PSCON CT GBCT GBP CT GBCT GBP CT GBCT GBP CT GBCT GBP (1) (2) (4) (5) (7) (8 - EAST WALL} 106 F.F. RESTROOM PSCON CT GBCT GBP CT GBCT GBP CT GBCT GBP CT GBCT GBP (1) (2) (4) (5) (7) (8 - EAST WALL) 107 HALLWAY PSCON RB - GBP RB - GBP RB - GBMAS RB - GBP (1) (2) (8) 108 CAPTAIN'S RESTROOM PSCON CT GBCT GBP CT GBCT GBP CT GBCT GBP CT GBCT GBP 1 (2) (4) (5) (7) (8 - EAST WALL) 109 CAPTAIN'S BUNK ROOM CAR RB - GBP RB - GBP RB - GBP RB - GBP 1) (6) (8 - EAST WALL) 110 F.F. BUNK ROOM CAR RB — GBP RB — GBP RB — GBP RB — GBP (1) (6) 111 F.F. BUNK ROOM CAR RB — GBP RB — GBP RB — GBP RB — GBP (1) (6) 112 F.F. BUNK ROOM CAR RB — GBP RB — GBP RB — GBP RB — GBP (1) (6) 113 STORAGE/UTIL./JANITOR PSCON RS GBFRP,, GBP RB I GBFRP GBP RB `GBFRP GBP RB GBFRP` GBP (1) (3) 114 RESPONSE ALCOVE PSCON RB — GBP RB — GBP RB — GBMAS RB — GBP (1) (2) (8) 115 SQUAD ROOM CAR RB - GBP RB - GBMAS RB - GBMAS RB - GBP (1) (6) (8) 116 DINING AREA PSCON RB - GBP RB - GBP RB -- GBP RB - GBP (1) (2) 117 KITCHEN PSCON RB - GBP RB I - GBP RB - GBMAS RB - GBP (1) (2) (7) (8) 118 TURNOUT ROOM SCON - - MASP - - MASP - - MASP - - MASP (1) 119 APPARATUS BAY SCAN - - MASP - - MASP - - MASP - - MASP (1) RUBBER BASE AT CASEWORK 120 WORKOUT ROOM RF RB - MASE RB - GBP RB - GBP RB - GBP (1) (6) (ACCENT PAINT COLOR - EAST WALL) 121 JANITOR SOON RB -'GBFRP` MASP RB GBFRP GBP RB GBFRP GBP RB GBFRF GBP (1) (3) 12 MEDICAL SUPPLY/SCBA SCON RB - MASP RB - GBP RB - GBP RB - GBP (1) 123 YARD SCON RB - GBP RB -- GBP RB - GBP RB - GBP (1) 124 CLEAN UP SCON RB - MASP RB 6BFR GBP RB `GBFRP` GBP RB GBFRP GBP (1) (3) NOTES: LEGEND: (1) REFER TO REFLECTED CEILING PLAN FOR CEILING HEIGHT AND MATERIAL CAR CARPET PSCON POLISHED & SEALED CONCRETE (2) PROVIDE GROUT TO FILL ALL CONTROL JOINTS AT POLISHED AND SEALED CONCRETE. CT CERAMIC TILE PW PLYWOOD, PAINTED (3) REFER TO DETAIL 12/A-9.4 FOR FRP WALL ATTACHMENT. -GBFRP GYPSUM BOARD, FIBERGLASS REINFORCED PANEL RB RUBBER BASE (4) REFER INTERIOR ELEVATIONS FOR TILE WAINSCOT LOCATIONS OF PATTERN. GBCT WATER—RESISTANT GYPSUM BOARD, CERAMIC TILE RF RUBBER FLOORING — — — — -- - — — -- — — — — — — — (5) SOLID COMPOSITE SHOWER ENCLOSURE, CEILING, AND SOFFIT FACE AT SHOWER - REFER TO DETAILS 11,23,24/A-9.4 GBMAS MASONRY WALL W/ GYPSUM BOARD FURRING SOON SEALED CONCRETE � GBP GYPSUM BOARD, PAINTED W6 WOOD BASE, STAINED I (6) PROVIDE CONCRETE SEALER UNDER ALL FLOOR COVERINGS. MASE BURNISHED MASONRY, EXPOSED WP MODULAR WALL PANELS MASP MASONRY, BLOCK FILLER, PAINTED INS (APPLIES AT ALL LOCATIONS).�._.� 1 KIM, 1' 11 1 �1:111111W � nx_nl� ALL EDGES SCALE: 1/8" = 1'—O" Film W�._Wmf� . Request for Information 005 Detailed, RFIs Grouped by RFI Number Fire Station #14 5815 Mountain Vista Drive Bakersfield, CA 93307 Project # 18020 Tel: 661-322-4300 Fax: 661-322-4301 RFI #: 005 Date Created: 12/8/2008 Answer Company Answered By Author Company Authored By RRM Design Group 3765 South Higuera Street Suite #102 San Luis Obispo, CA 93401 Mike Scott S.C. Anderson, Inc. Jeff Hudson 1006 Baker St. Bakersfield, CA 93305 u Co -Respondent Author RFI Number G Subject Discipline Category PSCON Finish Architectural Drawing Clarifications Cc: Company Name Contact Name Copies Notes Question Date Required: 12/22/2008 Sheet A-7.4 identifies Rooms 101, 103, 105, 106, 107, 108, 113, 114, 116, and 117 to receive the Retro Plate Sealer and polish treatment. Detail 1/A-7.4 notes "Area of colored concrete includes control joints at all edges." The detail further identifies a border layout distinguished by a hatched pattern. Interpretation is that the hatched border area is the only area to receive the stain, sealer, and polish treatment. The interior area of the floor is to remain sealed gray concrete to match the remaining exposed floor treatments. (Control joints within hatched areas to be filled, stained, sealed, and polished per note) Please review and confirm. Suggestion I Answer Date Answered: 12/17/2008 "Spec Section 03360 - Item 1.01-A.1 identifies retroplate sealer hardener at ALL locations noted with (PSCON). The entire floor of each room identified on the finish schedule with (PSCON) receives the retro plate finish. The finish schedule does not list any room to be part (PSCON) and Part (SCON). Spec Section 03360 - item 1.01-A.2 identifies color dye by retroplate as shown on drawings. Hatch pattern of Detail 1L ` 1/A-7.4 identifies location of color over identified finish of (PSCON) per finish schedule. ./l SE RENEW LV � THE INCLUDED DRAWINGS, SPECIF€CATIONS, IDEAS DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND HALLREMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART EREOF SHALL 8E COPIED. DISCLOSED TO OTHERS OR USED IN COI, IECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPEC FIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVEL PED WiTHOLI, THE WRIFr-EN CONSENT OF RRM DESIGN GROUP, V€SUA CONTACT WITH THESE DRAtNINGS ORSPECIFICATIONS SHALL CONSTI ECONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICPONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVI SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GR 'P% RIGH?S. RRM DESIGN P C©PYRI HT 2008 RRM is a California Cor ration E _� �f� 4 E° C, t i L _L < L>: s L[? � Co I NO, I REVISION 1 DATE I PROJECT MANAGER C. WONG DRAWN BY CHECKED i MA MS DATE JULY 3, 2008 CAD FILE 1107514-A-7,4 Finish Schedule Control Joint Plan.dwg JOB NUMBER 11 u7514 SHEET -1 i Q C, u 0 4 G ICU' Cn I -o E E _� �f� 4 E° C, t i L _L < L>: s L[? � Co I NO, I REVISION 1 DATE I PROJECT MANAGER C. WONG DRAWN BY CHECKED i MA MS DATE JULY 3, 2008 CAD FILE 1107514-A-7,4 Finish Schedule Control Joint Plan.dwg JOB NUMBER 11 u7514 SHEET Request for Information 062 Detailed, RFIs Grouped by RFI Number Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-665-8175 Fax: 661-665-8297 Bakersfield, CA 93311 RFI #: 062 Date Created: 8/31/2009 Answer Company Answered By Author Company Authored By RRM Design Group Mike Scott S.C. Anderson, Inc. Rhonda Shoufler 3765 South Higuera Street 5815 Mountain Vista Dr. Suite #102 Bakersfield, CA 93307 San Luis Obispo, CA 93401 Co -Respondent Author RFI Number Subject Discipline Category Prefinished panels Interior Design Drawing Clarifications Cc: Company Name Contact Name Copies Notes Question Date Required: 9/14/2009 A-8.1 Detail 1 In Spec Section #09771 Prefinished Panels. 2.02 B. 1. a. calls for Finish: Field: 925 Autumn Cherry, Accent: 812 Aged Cherry (locate per Int. Eleus). Field and Accent areas are not defined on plans, please clarify. Suggestion Answer Date Answered: 9/1/2009 Provide Autumn Cherry at all locations. No accent required. 0 t r_n TA �.,�+ �,„ ,v ,sky .� „ P,E a✓♦v�� kA;� 4 1,1, _71 pr .-- a.�``" 400 NORTH L 4'-0" ", D 7�{ S. 3' 1 b I�^ crrrrrrrrrrrrrrrurrg" 1rrrrorr�w�Iurrrrrrrrrrrrarnrr. r"— �rr� rr_rrrrrr�%-- - lni�1Nq,P M1 EAST EAST `�*r,rrsraYrsr®rww.rr�nw+�wrr�srrrr�urr� rrr�rnra�ety urrrr. �srurrrrrer�rrrrrarosrnrrr( u 8 KOWS EAST SOUTH SOUTH O Ed �O F , !uI 1%"r -M uAI L' 1 'mini cs a WEST wlff.0 SCALE: 1/4' = 174" 11 SCALE: 1/4" = 1'-0" 12 WEST SCALE: 1/4" = 1'-0" 13 11 Zi } 1 '001, 011 "M AV A. Refer to electrical plans for, further information on electrical equipment, lighting fixtures and locations of electrical outlets. Contractor to provide grommets at all countertops and locate above the electrical devices. B. Provide 1 " minimum reveal from face of soffit to face of upper cabinetry, typical. refer to the reflected ceiling plan. C. Provide 1" minimum scribe trim where cabinetry abuts walls and soffits, typical. exceptions are noted. D. Refer to reflected ceiling plans for soffit dimensions and further information. E. Provide blocking for all walls where wall hung equipment and fixtures occur. F. Contractor to install file around the edge of mirrors (where mirrors occur). provide bullnose tile edges at this condition. G. All dimensions shown in a room are to be considered typical for each elevation of the room, unless otherwise noted. S. Standard mounting heights of restroom accessories and plumbing fixtures to follow the accessibility standards shown on 21/T-1.3. M. Contractor to refer to detail 42/A-9.4 for cabinet blocking. N. Refer to detail 24/A--9.5 for apparatus bay door hardware locations. 0. Refer to detail 13/A-9.5 for bunk room switches. G C?'j EcZ.P,,— { 1 '-1 ks r4 I36 -k -le- ( 6ck2- 0 "� 1. All base cabinets to be 247 deep UNO. 2. All upper cabinets to be 147 deep UNO. 3. Refer to Details 32 & 33/A--9.4 for all base cabinet anchorage. 4. Refert to Detail 34/A-9.4 for stainless Steel countertops. 5. Refert to Detail 33/A-9.5 for transition of base at casework locations. 201 M CABINET DESIGNATION 201 — VAI Design Series # M = Modified For Lockable cabinets refer to Specifications for Keying Schedule 4!'x 13" BULLNOSE TRIM TILE - TYP LOCATE AROUND MIRRORS ALSO MOSAIC ACCENT TILE - TYP 13" x 13" FIELD TILE - TYP TRIM 155 - - 9 --� VIF1. 3' - - -fl" 3'-0" EAST �"� 2 SOUTH 2" TRIM EQ. EQ. EQ. 2"TRIM -1 4GLR FOF WEST NOTE: TILE TO EXTEND BEYOND MIRRORS, TYPICAL. NORTH :2. TRIM 3'-8" NOTE:PROVIDE , BASE CABINET UNDER SINK, OPEN TO FL"""TROOM 106 (105 OPP. HAIPW) OOR. r SCALE: I t I. �- ed Ar^ E G a -30919 kP oTt3�><u9 . tr t s REw�t ¢�e of Cal li THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, D SIGNSAND ARRANGEMENTS REPRESENTED THEREBY ARE AND SF kLL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PARTTHI IZOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONN T= WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFI t PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOP D WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUALCI NTACTAIVITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE MNCLUSiVE EVIOENCEOFACCEPTANC£OFTHESERESTPJCTIONS. SI SMITTALOF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW HALL NOT BE CONSIDERED A WAVIER OF RRM DESIGN GROU S RIGHTS. RRM DESIGN GROUP COPYRIGF T 2008 ECRM is a California Corp ation E a t s li r v � 0 i a S r C 03 Cid C4 e 6 ce> C t :1 co yn � M U3 co co C:p S i I NO, I REVISION I I GATE I ti � 77_ �_ .-.. Request for Information 013 --- Detailed, RFIs Grouped by RFI Number Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-322-4300 Fax: 661-322-4301 Bakersfield, CA 93311 �r RFI #: 013 Date Created: 2/3/2009 Answer Company Answered By Author Company Authored By RRM Design Group Mike Scott S.C. Anderson, Inc. Rhonda Shoufler 3765 South Higuera Street 5815 Mountain Vista Dr. Suite #102 Bakersfield, CA 93307 San Luis Obispo, CA 93401 f Co -Respondent Author RFI Number A.V. Sosa #1 Subject Discipline Category Window C in Kitchen Architectural Drawing Clarifications Cc: Company Name Contact Name Copies Notes Question Date Required: 2/17/2009 Check R.O. sill height in relation to counter top finish. It looks low. Please provide detail for S/S window sill. Suggestion Answer Date Answered: 2/6/2009 1. Counter is at T-0". Window sill is at 3'-4", this provides a 4" splash, 2. Refer to attached exhibit RFI 013-01 for detail. _w- ! SCHEDULE L A SIZE STONE VENEER, W.O. 11 CEMENT PLASTER SYSTEM H PER SCHEDULE II LAP BLDG. PAPER 0/ �I FLASHING-TYP & BACKER RODS -� II : ELASTOMERIC MEMBRANE- G TO MATCH W/ DRIP, LAP 12" ALL SIDES IEDDED IN MASTIC EQ£Qs I ` I FLASH NG WITH DRIP fE iAND SEALANT 7. MIN. � � II : _� HEADER PER STRUCT, I (FRAMING) AT HARDSCAPE� AT GRADE ��_ t 11X6 ABER CEMENT TRIM � '� IX FIBER CEMENT TRIM ION JOINT FILLER SANT-1YP ALUMINUM WINDOW SYSTEM ,TION- REFER STRUCT 11 CENTER ON STUD FRAMING, H EAD I JAMB S I M.) A �" 3 — BUILDING PAPER i ALUMINUM SILL W/ORIP �y TO MATCH WINDOW FRAME — STONE VENEER sc. SYSTEM f4r-l f DE �� SYSTEM " 33 TV. t—# % saelwrapped madek This Wt provides a uruAed 3 Sj1` t#2', � 1.; stainless steel gd Ue panel to spun the width of two �- II SEALANT & BACKER ROD v�T7eyrKC.8:5�s ' II - j ABER CEMENT TRIM. G - I. PER STRUCT. s II `' ELASTOMERIC MEMBRANE GYPSUM BD. FIBER CEMENT (PLASTER SYSTEM WHERE OCCURS} SILL NOTE: WINDOW ATTACHMENT PER MANUFACTURER'S RECOMMENDATIONS 12.28.05 MLS Window-WeLdwo ALUM. WINDOW HEAD / SILL AT S�. �r�� �" 23 P Pt •Y•�u� 0--XOte/fi X1=1013-©1 Request for Information 054 Detailed, RFIs Grouped by RFI Number Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-665-8175 Fax: 661-665-8297 Bakersfield, CA 93311 RFI #: 054 Date Created: 6/26/2009 Answer Company Answered By Author Company Authored By RRM Design Group Mike Scott S.C. Anderson, Inc. Rhonda Shoufler 3765 South Higuera Street 5815 Mountain Vista Dr. Suite #102 Bakersfield, CA 93307 San Luis Obispo, CA 93401 Co -Respondent Author RFI Number Inland RFI #8 Subject Discipline Category Cabinets above Refrigerator & Freezer Interior Design Drawing Discrepancies Cc: Company Name Contact Name Copies Notes Question Date Required: 7/10/2009 Detail 3/A-8.3 shows area to receive refrigerator and freezer with an elevation of 6-2". There are to be upper cabinets above these appliances per detail. However, elevations of unit openings are shown to be 6'- 3 1/2" (min) per approved submittal cut sheet (attached). Therefore, it appears the upper cabinets should be modified and/or deleted. A potential credit shall be issued if deletion is recommended. Please review and advise. Suggestion Answer Date Answered: 6/29/2009 Please delete upper cabinets above refrigerator and freezer. Provide trim to complete built in casework around refrigerator and freezer. Provide credit to owner. n__� rranoN: ICTCH04 Flo ZIFS36ONX GE Monogram'9 36" Built -In oimsndoe: and installation Information Cutout and Clearances for Multiple ft 24' K*un cma OVA Arm m ZUGss2: For side-by-sids installatlon of iwo - �- t—# % saelwrapped madek This Wt provides a uruAed 3 Sj1` t#2', � 1.; stainless steel gd Ue panel to spun the width of two For a complete food storage center, instal a Monogram ttiw*u*, we Ni-Refigerotorand NI Freezer s1de4y4ida For even t be 7 I-Vt VOdC tomI cutoutwkhh may be more capadty, kmtell two refriger0ors or two beezers. when 81do Panels am Add side panel thickncis to the + t d csrtautio ate rough -in width. • NKr cats for each product must be as shown. smYuoorVIA . AA sseparo* 115V. 60Hz,15 or 20 amp power supply Is recommended for each product. b a M and ri httloorw Q ptoductr "Ir", tis at ft Root with 0r deomnap « tiebAledna en W - ft at1b$ mrr. ord�-zXSS2 unified a Paidi. Ekatances fat two rodtr, b P hoglled rids by yle w{tl► Kitcrane .gr�tepunct rightottdleftsWRbingestog Allows mKftra between thetwo produc# to ixsw!mt 1�rmsavi toyo hiarrc smi"?G P±z e" apllia n iiaAtr«sdotisVlSitaWw*b o"0dowtrarnstft%the odsuse i�etN�i" vd[Ostable BEAnswerCenter°is vk9, door stop toreduce thefactoryzi&UW-4aar V*gand tOallow pan removokWMAunified grile panel kit will W)Tfr ft installation, imagination at work UO L Specification Cr eotod sAs 110252 90/Z8 :M)Vd NCSZ33NbOS L6Z9999T99 19:01 60OZ/9Z/90 0 i� O Ti i � [ j iL_� �_� EAST WEST NOTE: PROVIDE PANELS AND TRIM TO BLOCK ISLAND VENT FROM VIEW WITH OPEN DOORS. PROVIDE (1) INTERIOR ADJUSTABLE SHELF, 2`-1 °" s ; a M NORTH NO BASE UNDER DOORS FOR TRASH CAN LOCATION SOUTH THIS SIDE ONLY R" TPRA SCALE: 1/4" = 1'_0" ;d. 9=n Pr) Pr) WEST BULLETIN BOARD SCALE: 1/4" = 1'-0" LOCATION OF SPEAKER CONNECTION ©PEN Refer to sheet A-5.1. >� {i.1111 7 edE ch''`i EQ. G EC BULLETIN BOARD SCALE: 1/4" = 1'-0" LOCATION OF SPEAKER CONNECTION ©PEN Refer to sheet A-5.1. >� {i.1111 7 edE ch''`i G ct's - 919 07/31/09 *� RENEWAL e Of CQ l %k oc THE INCLUDED DRAWINGS. SPECIFICATIONS, IDEAS, IGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE ANDS REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART REOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CON =ON WITH ANY WORK OR PROJECT OTHER THAN THE SPEC[ C PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEV ELO ED WITHOUT THE WRITTEN CONSENTOF RRM DESIGN GROUP. VISUAL NFACTWITH THESE DRAWINGS OR SPECIFICATIONS SHALE. CONSTI CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. BMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVI SHALL NOT BE CONSIDERED A WAVER OF RRM DESIGN GRO RIGHTS. RRM DESIGN GROUP COPYRIG T 2008 RRM is a California Corp ration '_I ► _' I l ' , , `' I I `1AP, IT, 1. All base cabinets to be 24" deep UNO. 2. All upper cabinets to be 14" deep UNO. 102 102 102 102 3. Refer to Details 32 & 33/A-9.4 for all base cabinet anchorage. EAST EQ. EQ. EQ. EQ. L SOUTH 2'-0" 4!4' 2'-°" WEST 4. Refert to Detail 34/A-9.4 for stainless steel countertops. ©f-�r°RAE° °°RVE© 5. Refert to Detail 33/A-9.5 for transition of base at casework locations. SQUAD ROOM 115 -i SCALE: 1/4" = 1'-0" a 0=0= 2 ' G 201 M CABINET DESIGNATION .� '-°" 201 = Wl Design Series � Cn E EQ. EQ. EQ. 2-4 EQ. EQ. ��( VIF 2`-4" 4'-6" 2'-4" VIF VIF 1'-11" EQ. EQ. EQ. -0 M = Modified �y For Lockable cabinets refer to ' 3©2 302 30 454 2 302 302 302 302 302 302 �\ 02 401 401 407 �� \` SpeCIfICC[tIOnS for Keying Schedule coto csi _ I \ I I — 9 tI / \ \ \ \ \ \ \ I _ 1 I I[ I I N mac, c 0 Co `��°>mmummm 1 OPEN I — �) I RANGE "t — — I— r r `` / ICE DW I —1 _ —1 – 1L_J L- ._.-. J C- 222 197 197 222 222 101 155 LimI 2" TRIM 6'1 7-8te V.I.F. V.I.F. VIF 4`-0" VIF 1`-6" 1'-8" 3'-°" 2'-°" 2'-°" 2'_0" 2'_°" 2"PRIM I� c 1 EAST CONTRACTOR TO VERIFY EQUIP 2' TRIM AND SOUTH CONTRACTOR TO VERIFY EQUIP NO BASE 2" TRIM s SIZE PRIOR TO FABRICATION SIDEWALL PANEL SIZE PRIOR TO FABRICATION WEST UNDER SINK CONTRACTOR TO PROVIDE ALL TRIM REQUIRED FOR COMPLETE 1NTALLATION OF ALL BUILT IN APPLIANCES. OPEN TO FLOOR KI I HEN 117 / DINING"" 116 EAST SOUTH Z, 6*111111: I I I l I I I TURN -OUT { j DRYER I — — I I II RACTOR I SCALE: 1/4" = 1'-0" 13 WEST r— SCALE: 1/4" = 1'-0" 14 WEST SCALE: 1/4" = 1'-0" 15 NA I NO.1 REVISION II DATE I SHEET wci NORTH NORTH EAST SOUTH SOUTH i n z s } SOUTH ql_7^ WEST SCALE: 1/4" = 1'-0" 11 SCALE: 1/4" = 1'-0" 12 WEST SCALE: 1/4" = 1'-0" 13 Refer to sheet A-8.1. 1. All base cabinets to be 24" deep UNO. 2. All upper cabinets to be 14" deep UNO. 3. Refer to Details 32 & 33/A-9.4 for all base cabinet anchorage. 4. Refert to Detail 34/A-9.4 for stainless steel countertops. 5. Refert to Detail 33/A-9.5 for transition of base at casework locations. 201 M CABINET DESIGNATION 201 = Wl Design Series # M = Modified For Lockable cabinets refer to Specifications for Keying Schedule F-1 011 LEE v �x 4 EQ. E.Q. EQ. EQ. EQ. EQ. 302 302 302 302 302 302 Of Cn� t� THE INCLUDED DRAWINGS, SPECIFICATIONS. EDEAS, iGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND 5 L REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART TH / \ BE COPIED, DISCLOSED TO OTHERS OR USED IN CONN / \ / \ - FOR WHICHTHEY HAVE SEEN PREPARED AND DEVELO %� —\ THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL NTACT WISH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTI m EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. BMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIE HALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GRD, S RIGHTS_ RRNi DESIGN GROUP COPYRIG T 2008 FRIM is a California Corp ration X 0 o t rSOLVANI, l I �_ _/ f �i T 1* �f T — — -- o ee cn BY OWNER \ / M D . 402 222 222 222 222 222 222 NORTH 4'-0"1 EQ. EQ. EQ. �, EQ. EQ. EQ. % --- dyed Ar�� . LEE v �x 4 LS: -30419 Is07/3110 f RENEWAi �tr QEF0 Of Cn� t� THE INCLUDED DRAWINGS, SPECIFICATIONS. EDEAS, iGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND 5 L REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART TH EOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONN CTION WITH ANY WORK OR PROJECT OTHER THAN THE SPEC[ PROJECT FOR WHICHTHEY HAVE SEEN PREPARED AND DEVELO D WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL NTACT WISH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTI CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. BMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIE HALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GRD, S RIGHTS_ RRNi DESIGN GROUP COPYRIG T 2008 FRIM is a California Corp ration PROJECT MANAGER C. WONG DRAWN BY CHECKED BY A MS DATE JULY 3, 2008 CAD FILE 11075'14-A-8.4 interior Elevations. Im JOB NUMBER 1107514 SHEET f I Z., i X 0 t - : . CL M� O w a r� ' t w co a + c" PROJECT MANAGER C. WONG DRAWN BY CHECKED BY A MS DATE JULY 3, 2008 CAD FILE 11075'14-A-8.4 interior Elevations. Im JOB NUMBER 1107514 SHEET i- 1 =j r ' ,�, 'a 'P m EAST EAST (2) 11 � II o \1 it 402 402 L EAST 2'.4" 2,-4" 2" TRIM e o 0 SOUTH 2" TRIM 714i 155 3`-o" [EQ.[,2" TRIM 5'-6" 01 NO BASE UNDER SINK, OPEN TO FLOOR. �r S �� � �_�. tie WEST L WEST SCALE: 1/4" — 1'-0" CD ac ca o � a J tit �y Of Cat H e o 0 SOUTH 2" TRIM 714i 155 3`-o" [EQ.[,2" TRIM 5'-6" 01 NO BASE UNDER SINK, OPEN TO FLOOR. �r S �� � �_�. tie WEST L WEST SCALE: 1/4" — 1'-0" SCALE: 1/4" = 1" 0" SOUTH L a ffi 2" TRIM.. EQ. ,, EQ. ,,,, 2" TRIM 302 302 I W II © I I II I ;ri SCALE: 1/4" = V-0" 14 3R A l d1 a 405, 1qx 1. REFER TO SHEET A-8.1 2. REFER TO TYPICAL TILE WAINSCOT PATTERN 5/A-8.1 1. All base cabinets to be 24!1 deep UNG. 2. All upper cabinets to be 14" deep UNO. 3. Refer to Details 32 & 33/A-9.4 for all base cabinet anchorage. 4. Refert to Detail 34/A-9.4 for stainless steel countertops. 5. Refert to Detail 33/A-9.5 for transition of base at casework locations. 201 M CABINET DESIGNATION 201 = WI Design Series # M = Modified For Lockable cabinets refer to Specifications for Keying Schedule wed Areh� - 09107139 F �y Of Cat THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, D IGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND S LREMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART TH OF SHALL BE CflPiED, DISCLOSED TO OTHERS OR USED IN GONNE TION WITH ANY WORK OR PROJECT OTHER THAN THE SPEC1, ROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOP WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL 24" 24" 2" TRIM 18" V.I.F. I. 24" SCALE: 1/4" = 1" 0" SOUTH L a ffi 2" TRIM.. EQ. ,, EQ. ,,,, 2" TRIM 302 302 I W II © I I II I ;ri SCALE: 1/4" = V-0" 14 3R A l d1 a 405, 1qx 1. REFER TO SHEET A-8.1 2. REFER TO TYPICAL TILE WAINSCOT PATTERN 5/A-8.1 1. All base cabinets to be 24!1 deep UNG. 2. All upper cabinets to be 14" deep UNO. 3. Refer to Details 32 & 33/A-9.4 for all base cabinet anchorage. 4. Refert to Detail 34/A-9.4 for stainless steel countertops. 5. Refert to Detail 33/A-9.5 for transition of base at casework locations. 201 M CABINET DESIGNATION 201 = WI Design Series # M = Modified For Lockable cabinets refer to Specifications for Keying Schedule wed Areh� - 09107139 F �y Of Cat THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, D IGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND S LREMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART TH OF SHALL BE CflPiED, DISCLOSED TO OTHERS OR USED IN GONNE TION WITH ANY WORK OR PROJECT OTHER THAN THE SPEC1, ROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOP WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL ACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE NCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS_ S MITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW HALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROU RIGHTS. RRM DESIGN GROUP COPYRIG 2008 RRM is a California Corpo ation I NO.I REVISION I I DATE I r F �y Li s * , `kA , I NO.I REVISION I I DATE I Q v. N O m C3 fl U LILI N ;-- WALL FRAMING - SEE OVERFLOW TO 2" GALVANIZED METAL ` STRUCTURAL PLANS ABOVE BASE OF PAN CONTINUOUS CLEAT — — — — — — — — — — — ASPHALT SHINGLE ROOF TURNDOWN ROOFING, 12 ME SYSTEM 0/ UNDERLAYMENT INTO SUMP AND OVER 6b FLASHING PAN C 52 I r Lo Q ? CANT ALL SIDES zn' FORMED GALVANIED r t, — —c_> IRON SHEET METAL ROOF SUMP PAN FASTENER GALVANIZED STRAP SEAL W/SOLDER HANGER @ 367O.0 OR SEALANT, TYP. EXTERIOR FINISH 4 47 I, GALVANIZED METAL SUMP TO FIT NOTE: { RECTANGULAR GUTTER NOTE: SMACNA REFERENCE: FIG. 1-27A AND FIG. 1-37 BETWEEN JOISTS BASED ON SM ACNA FIGURE 1 -17A, -,J % DOWNSPOUT WHERE 8.03.04 FT SUMP PL4N.DW6 1.13.03 LF 6utterf'rofiledwg OCCURS / SUMP PLAN171511 REFER TO PLAN FOR WALL TYPE ROOFING UP WALL TO PARAPET CAP RIGID INSULATION--- ROOFING-- PER SUMP PLAN FORMED GALVANIZED IRON k 6" OVERFLOW--/ DRAIN -/ NOTE: SMACNA REFERENCE: FIG. -27A AND FIG. 1-37 8.03.04 FT SUMP.DWG 184 W11 ITTI in; ull �t t J t II� SEALANT, ALL IDES J-ld01D GYPSUM 3.11.02 L.F. R -\— SKYLIGHT DOWNSPOUT ATTACH PER RECOMMEND) DOWNSPOUT ROOF BELOW WALL FRAMII REFER TO FI FOR WALL T CANT STRIP ROOFING SY 0/ UNDERLY SPLASH PAI` PER PLAN AND DETAIL MEN 03.28.03 KL N:\1002530\ARCH; DOWNSPOUT i F :IAF' I ,l I 9111 , € 3 t REFER TO ROOF PLAN FOR SLOPE ASPHALT ROOF SHINGLE O/UNDERLAYMENT 0/ROOF SHTG. ROOF FRAMING SEE STRUCTURAL PLANS ASPHALT ROOF SHINGLE RIDGE 09-26-03 MLS 2002002 Eave CEMENT PIASTER SYSTEM G.I. SNAP LOCK RECIEVER & PIASTER ASPHALT SHINGLE GROUND UNDERLAYMENT _ SPRING ACTION G.I. 2E COUNTER FLASHING LAP WATERPROOF MEMBRANE STUD FALL PER PLAN ROOF SLOPE 4" CANT STRIP O UNDERLAYMEN1 / BUILT—UP MEMBRANE ROOFING RIGID INSULATION GNSAND W/ PROTECTION BOARD TYP. PER STRUCTURAL THE PROPERTYOF RRM DESIGN GROUP AND NO PARTTHE FSHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONN TION WITH REFER TO STRUCTURAL PLANS FOR ROOF SHEATHING AND FRAMING r 02-07-01 D.M. 1002006 ACT WITH [*11111 1177717" �Zi�ti\+ z 09-26-03 MLS 2002002 Eave 14A m 3/4 3" DIAMETER DOWNSPOUT 47 DIAMETER PIPE, SLOPED TO CURB FACE OR STORM DRAIN SEE CIVIL PLANS CONCRETE CURB -REFER TO CIVIL PLANS ADLACENT FINISH SURFACE—REFER TO CIVIL PLANS .. fig - off•_—_�—�--_��—��fff �� �>> all flfEllffl ff 07-11-01 M.B. R:\—Moster_Detoil\Architectural\Downspout to Cur6.dwg CEMENT PIASTER SYSTEM COUNTER FLASHING W/DRIP EDGE 1 X6 NAILER 17 STEP FLASHING ASPHALT ROOF SHINGLES O/UNDERLAAYMENT O/ROOF SHEATHING 06/11/01 R:\-1001013\Product\CADfiles\DD\Details\Stdewall—CS.dwg 3SIDEWALL NOTE: SPLASH BLOCK OCCURES 0 ANY DOWNSPOUT ENDING 0 GRADE LEVEL 67 127 187 EF, I 07/13/01 LF. R:\-1001013\Product\CADf{les\DD\Details\Spl 1 1%27 S L PRECAST CONCRETE SPLASH BLOCK - ADLACENT FINISH SURFACE -REFER TO CIVIL 0 06/06/01 L.F. R:\-1001013\Product\CADfiies\DD\Detui0s\RidgeVen#—FS.dwg ASPHALT SHINGLES 0/ ASPHALT SHINGLE 4 UNDERLAYMENT 0/RIDGE VENT 31ittr � LAP WATERPROOF MEMBRANE ASPHALT ROOF SHINGLE ROOF SLOPE O/VALLEY FLASHING O UNDERLAYMEN1 / PER PLAN ROOF SHEATHING GNSAND ARRANGEMENTS REPRESENTED THEREBY ARE AND SH PER STRUCTURAL THE PROPERTYOF RRM DESIGN GROUP AND NO PARTTHE FSHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONN TION WITH min 1111111, PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELO 'If r SHAPED 4x BLOCKING ACT WITH or km _ , •. , EVIDENCE OF ACCEPTANCE OF T14ESE RESTRICTIONS, SU MITTALOF CLEATS @'2'-0" O.C. III BE CONSIDERED A WAIVER OF RRM DESIGN GROU RIGHTS. RRM DESIGN GROUP C©PYRIGH IIIA... FLASHING ROOF FRAMING PER i ROOF FRAMING & SHEATHING STRUCTURAL 21 • �• ! PER STRUCTURAL 06/06/01 L.F. R:\-1001013\Product\CADfiies\DD\Detui0s\RidgeVen#—FS.dwg I BUILT --UP ROOFING SYSTEM NOTE CRICKET W.O. INCREASE FRAMING HEIGHT AS REQ`D. TO MAINTAIN MINIMUM CLEARANCES CANT STRIP FRMG PER STRUC MECHANICALEQUIPMENT 54 DOWNSPOUT REFER TO DETAIL FOR DOWNSPOUT PLACEMENT 20 GA. G.I. SPLASH PAN 1/2- HEM Q TOP EDGES BAFFLES ft ROOFING SET PAN IN 20 GA. G.I. BAFFLE - HOT ASPHALT 1" LESS THAN PAN WIDTH SOLDER SPLASH PAN SECTION 6-23-03 MLS SPLASH PAN Ik �� 3 '� k I • 3�f�1 06/06-01 LF. R:\^1001013\Product\CADfi T,J CEMENT PIASTER SYSTEM G.I. SNAP LOCK RELIEVER & PIASTER GROUND SET IN MORTAR JOINT G.I. SPRING ACTION COUNTER FLASHING- BUILT—UP ROOF SYSTEM CRICKET— RIGID INSULATION W/SUPPORT PER MANUFACTURER'S RECOMENDATIONS PROTECTION BOARD� RIGID INSULATION 02-07--01 D.M. 07500—CRIKLdwg ,Rsj CEMENT PLASTER SYSTEM G.I. SNAP LOCK RELIEVER & PIASTER GROUND SET IN MORTAR JOINT G.I. SPRING ACCIIION COUNTER FLASHING - TERMINATION BAR BUILT-UP ROOF SYSTEM CANT STRIP�� PROTECTION BOARD � RIGID INSULATION 09-05-01 LS. 1002006 BUILT-UP ROOF' DOWNSPOUT/OVERFLOW PIPE CEMENT PLASTER SYSTEM ELASTOMERIC MEMBRANE TO a 127 EA. SIDE OF OUTLET SEALANT FULL PERIMETER Z RM DOWNSPOUT NOZZLE # 21991P GALV, METAL DRIP j PAVING WHERE APPLIES d f 47 AT ROOF DRAIN 8" AT OVERFLOW SL� OPE i FIN. GRAD SPLASH BLOCK @ I ANI)grAPF ARFAq Ari 9I.Sed 4 31ittr � i. ! !i , !11 t I THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, D GNSAND ARRANGEMENTS REPRESENTED THEREBY ARE AND SH REMAIN THE PROPERTYOF RRM DESIGN GROUP AND NO PARTTHE FSHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONN TION WITH min 1111111, PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELO 'If r i i a . s • ACT WITH or km _ , •. , EVIDENCE OF ACCEPTANCE OF T14ESE RESTRICTIONS, SU MITTALOF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW III BE CONSIDERED A WAIVER OF RRM DESIGN GROU RIGHTS. RRM DESIGN GROUP C©PYRIGH IIIA... wr��i::I i`J1�111111 'tt ' i • �• ! 0 s C' ! ! 1 F t ujy �■ , n =.' :tom• I BUILT --UP ROOFING SYSTEM NOTE CRICKET W.O. INCREASE FRAMING HEIGHT AS REQ`D. TO MAINTAIN MINIMUM CLEARANCES CANT STRIP FRMG PER STRUC MECHANICALEQUIPMENT 54 DOWNSPOUT REFER TO DETAIL FOR DOWNSPOUT PLACEMENT 20 GA. G.I. SPLASH PAN 1/2- HEM Q TOP EDGES BAFFLES ft ROOFING SET PAN IN 20 GA. G.I. BAFFLE - HOT ASPHALT 1" LESS THAN PAN WIDTH SOLDER SPLASH PAN SECTION 6-23-03 MLS SPLASH PAN Ik �� 3 '� k I • 3�f�1 06/06-01 LF. R:\^1001013\Product\CADfi T,J CEMENT PIASTER SYSTEM G.I. SNAP LOCK RELIEVER & PIASTER GROUND SET IN MORTAR JOINT G.I. SPRING ACTION COUNTER FLASHING- BUILT—UP ROOF SYSTEM CRICKET— RIGID INSULATION W/SUPPORT PER MANUFACTURER'S RECOMENDATIONS PROTECTION BOARD� RIGID INSULATION 02-07--01 D.M. 07500—CRIKLdwg ,Rsj CEMENT PLASTER SYSTEM G.I. SNAP LOCK RELIEVER & PIASTER GROUND SET IN MORTAR JOINT G.I. SPRING ACCIIION COUNTER FLASHING - TERMINATION BAR BUILT-UP ROOF SYSTEM CANT STRIP�� PROTECTION BOARD � RIGID INSULATION 09-05-01 LS. 1002006 BUILT-UP ROOF' DOWNSPOUT/OVERFLOW PIPE CEMENT PLASTER SYSTEM ELASTOMERIC MEMBRANE TO a 127 EA. SIDE OF OUTLET SEALANT FULL PERIMETER Z RM DOWNSPOUT NOZZLE # 21991P GALV, METAL DRIP j PAVING WHERE APPLIES d f 47 AT ROOF DRAIN 8" AT OVERFLOW SL� OPE i FIN. GRAD SPLASH BLOCK @ I ANI)grAPF ARFAq Ari 9I.Sed 4 31ittr � .'� AL RENR A Calik°�� THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, D GNSAND ARRANGEMENTS REPRESENTED THEREBY ARE AND SH REMAIN THE PROPERTYOF RRM DESIGN GROUP AND NO PARTTHE FSHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONN TION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFI PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELO 'If WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP, VISUAL ACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE NCUTSIVE EVIDENCE OF ACCEPTANCE OF T14ESE RESTRICTIONS, SU MITTALOF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW ALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROU RIGHTS. RRM DESIGN GROUP C©PYRIGH 20{18 RRM is a Call'fornia Corpo 0 C' ►J 4 I: Ilk x � le • t� (n ►J I: Ilk x b 21 f -0n cc ALIGN TOP RUNG OF LADDER WITH ROOF EDGE ELASTOMERIC MEMBRANE LAP 12" ALL SIDES ELASTOMERIC MEMBRANE TO RIDGE CAP. FULL WIDTH OF LADDER OPENING 06-22-01 LS. R:\_1001013\ProdL EAVE AT SHI E GALV. METAL RAKE FLASHING. LAP UNDER EAVE FLASHING 0 a GALV. METAL EAVE 6" I FLASHING BEYOND SEALANT CEMENT PLASTER SYSTEM GALV. METAL DRIP : 2X10 TO MATCH CEMENT PLASTER AND ALIGN W/ FACIA FINISH BEYOND 02/29/08 MLS RAKE ® SHIP LADDER RAKE AT SHIP LADDER 2'-6n 1"X3"4" PAINTED STEEL CHANNEL. GRIND ALL WELDS SMOOTH (OR PER SPEC) 1 4" SQUARE STEEL RUNGS @ 12" O.C. MIN AND EQUAL_ SPACING ',# • S f 1#1 WALL AND ROOF FRAMING AND FINISHES REFER TO TYPICAL EAVE DETAIL FOR ROOFING ROOF FRAMING AND COLUMN ATTACHMENT I PER STRUCTURAL THRU BOLT--/ 3/4" ATTACHMENT PER STRUCT. ASPHALT SHINGLE ROOF WOOD POST ----� PER STRUCT. OVER UNDERLAYMENT --ROOF EAVE BEYOND -1X WOOD PLASTER STOP 5" 4" 01 -GALV. METAL EAVE I FLASHING W/ DRIP F<` E -SHIP LADDER PER DETAIL - cLD A-s.z -SEALANT,- - --RECESS ALL ATTACHMENTS 2X STUD AND BOLTS IN CMU TO BE FRAMING COVERED BY PLASTER AND --CEMENT PLASTER SYSTEM. BLOCKING j PROVIDE THICKNESS TO BUILDING COYER ATTACHMENT BOLTS PAPER SECTION A AND PLATE. 1wg 1 1/2-1 ef5 ASPHALT ROOF SHINGLES ELASTOMERIC MEMBRANE LAP 12" ALL SIDES ROOFING UNDERLAYMENT 1X PLASTER STOP PLYWOOD TO MATCH WALL SHEATHING SOFFIT FRAMING PER STRUCT. 2f-10" REFER TO TYP. EAVE DETAIL AND STRUCT FOR FRAMING �- CEMENT PLASTER SYSTEM W/ SOFFIT LATH EXPOSED BEAM PER STRUCTURAL 1" THICK PRECAST CONCRETE CAP PAVER TO MATCH CAP LEDGE PIECE CUT TO FIT SEALANT TO MATCH GROUT, TYP, CUSTOM PRECAST CONCRETE CAP LEDGE SHAPE W/ MECHANICALLY FASTENED DOWELS PER SPEC �- ELASTOMERIC MEMBRANE E 1" CAP, SOLID FILLED W/ GROUT " PLY BLDG PAPER SLOPED 2X STUD FRAMING 9-25-03 MLS 2002002\DETAILS\STONE_sASE WATERTABIf @ APP BAY -CEMENT PSR ijHr ruuv SOFFIT Of SOFFIT LATH ,�2° 53 6X6 WOOD POST - ATTACHMENT PER STRUCTURAL ri 66 TYP. WOOD BEAM PER STRUCTURAL- STAIN & SEAL PER SPEC ENTRY COLUMN - REFER TO DTL 44/- e KrrrK iu z),+/ - FOR BEAM END, TYP. 3f-3" AT FOUNDATION GROUT, TYP AT CORNERS 6X12 ABOVE SEALANT, TYP AT TOP OF CAP CEMENT PLASTER SYSTEM (FIBER CEMENT WHERE OCCURS) COUNTER FLSHG W/DRIP EDGE 1X4 FIBER CEMENT TRIM WALL LOUVER FLSHG W/DRIP EDGE R CEMENT TRIM 06/11/01 L.F. R:\_1001013\Product\ SIDEWALL VENT, IC ELASTOMERIC MEMBRANE LAP 12" ABOVE AND BELOW CEMENT PLASTER SYSTEM 2" METAL FLASHING W/ SEALANT PRECAST CONCRETE WATERTABLE -- BY C.D.I.q Q 5" 10 MECHANICALLY ATTACH W/ a DOWELS - PER SPEC ° , WALL FRAMING - WALL PER PLAN REFER TO 2" `' '•' STRUCT. PLANS } . EXTERIOR STONE VENEER , Ty'• over mortar bed eveeal O • l . € Q _ WOOD POST -- CEMENT PLASTER SYSTEM PRECAST CONCRETE ! `� 7 WATERTABLE CAP LEDGE W/ �' SEE ELEVS. CHAFFER AT CORNERS T.O. WATERTABLE (ONE SOLID CUSTOM a PIECE) - PROVIDE 2X STONE VENEER z 'moi THRU BOLT--/ 3/4" ATTACHMENT PER STRUCT. ASPHALT SHINGLE ROOF WOOD POST ----� PER STRUCT. OVER UNDERLAYMENT --ROOF EAVE BEYOND -1X WOOD PLASTER STOP 5" 4" 01 -GALV. METAL EAVE I FLASHING W/ DRIP F<` E -SHIP LADDER PER DETAIL - cLD A-s.z -SEALANT,- - --RECESS ALL ATTACHMENTS 2X STUD AND BOLTS IN CMU TO BE FRAMING COVERED BY PLASTER AND --CEMENT PLASTER SYSTEM. BLOCKING j PROVIDE THICKNESS TO BUILDING COYER ATTACHMENT BOLTS PAPER SECTION A AND PLATE. 1wg 1 1/2-1 ef5 ASPHALT ROOF SHINGLES ELASTOMERIC MEMBRANE LAP 12" ALL SIDES ROOFING UNDERLAYMENT 1X PLASTER STOP PLYWOOD TO MATCH WALL SHEATHING SOFFIT FRAMING PER STRUCT. 2f-10" REFER TO TYP. EAVE DETAIL AND STRUCT FOR FRAMING �- CEMENT PLASTER SYSTEM W/ SOFFIT LATH EXPOSED BEAM PER STRUCTURAL 1" THICK PRECAST CONCRETE CAP PAVER TO MATCH CAP LEDGE PIECE CUT TO FIT SEALANT TO MATCH GROUT, TYP, CUSTOM PRECAST CONCRETE CAP LEDGE SHAPE W/ MECHANICALLY FASTENED DOWELS PER SPEC �- ELASTOMERIC MEMBRANE E 1" CAP, SOLID FILLED W/ GROUT " PLY BLDG PAPER SLOPED 2X STUD FRAMING 9-25-03 MLS 2002002\DETAILS\STONE_sASE WATERTABIf @ APP BAY -CEMENT PSR ijHr ruuv SOFFIT Of SOFFIT LATH ,�2° 53 6X6 WOOD POST - ATTACHMENT PER STRUCTURAL ri 66 TYP. WOOD BEAM PER STRUCTURAL- STAIN & SEAL PER SPEC ENTRY COLUMN - REFER TO DTL 44/- e KrrrK iu z),+/ - FOR BEAM END, TYP. 3f-3" AT FOUNDATION GROUT, TYP AT CORNERS 6X12 ABOVE SEALANT, TYP AT TOP OF CAP CEMENT PLASTER SYSTEM (FIBER CEMENT WHERE OCCURS) COUNTER FLSHG W/DRIP EDGE 1X4 FIBER CEMENT TRIM WALL LOUVER FLSHG W/DRIP EDGE R CEMENT TRIM 06/11/01 L.F. R:\_1001013\Product\ SIDEWALL VENT, IC ELASTOMERIC MEMBRANE LAP 12" ABOVE AND BELOW CEMENT PLASTER SYSTEM 2" METAL FLASHING W/ SEALANT PRECAST CONCRETE WATERTABLE -- BY C.D.I.q Q 5" 10 MECHANICALLY ATTACH W/ a DOWELS - PER SPEC ° , WALL FRAMING - WALL PER PLAN REFER TO 2" `' '•' STRUCT. PLANS } . EXTERIOR STONE VENEER , Ty'• over mortar bed eveeal O • l . € Q _ WOOD POST -- CEMENT PLASTER SYSTEM PRECAST CONCRETE ! `� 7 WATERTABLE CAP LEDGE W/ �' SEE ELEVS. CHAFFER AT CORNERS T.O. WATERTABLE (ONE SOLID CUSTOM a PIECE) - PROVIDE 2X STONE VENEER 1 1 /[? 2" DOWNSPOUT HANGER CEMENT PLASTER SYSTEM 2X BLKG. @ EACH DOWNSPOUT BRACKET METAL FLASHING W/ SEALANT N PRECAST CONCRETE WATERTABLE - BY C.D.I. MECHANICALLY ATTACH W/ DOWELS - PER SPEC ELASTOMERIC MEMBRANE LAP 12" ABOVE AND BELOW BUILDING PAPER BRACKET ABOVE & BELOW WATERTABLE ANGLE DOWNSPOUT TO FOLLOW BASE SLOPE - WHERE OCCURS 3" ;. CEMENT PLASTER SYSTEM RMIr WATERTABLE SEE ELEVS, IV T.O. WATERTABLE .a: °. 1 % e y 4 PROVIDE 2X40, BLOCKING I'{ `. • EXTERIOR STONE VENEER OVER 2 2 , • �� MORTAR BED OVER METAL LATH OVER BUILDING PAPER ® EXTERIOR STONE VENEER OVER •° BLOCKING MORTAR BED OVER METAL LATH - 22 ,.:a OVER BUILDING PAPER } A-9.2 GROUT I: PROVIDE 2x BLOCKING I REFER TO FINISH I 4 REFER TO FINISH �.'e SHEATHING OVER WALL FRAMING SCHEDULE FOR GROUT SCHEDULE FOR REFER TO STRUCTURAL PLANS INTERIOR FINISHES ,: ' OVER WALL INTERIOR FINISHES • I REFERHING TO STRUCTURAL PLANS FRAMING If CONCRETE CURB : " PRESSURE TREATED '; : SHEATHING OVER SLOPE WHERE OCCURS ; ELASTOMERIC MEMBRANE D•F• SILL PLATE W/ , . _Y WALL FURRING PRESSURE TREATED ' 5/8"0 BOLT -SEE a• ELASTOMERIC MEMBRANE ' STRUCT. FOR SIZE D.F. SILL PLATE W/ 5/8" 0 BOLT -SEE I: STRUCT. FOR SIZE G , GALV FLASHING TO " -- GALV FLASHING TO WEEP HOLES @ 2'-0" O.C. [ i WEEP HOLES @ 2'-0" O.C. l- 1 i t. n� : - OPE �f Z / a I SLS FIN. GRADE L `� FIN. GRADE < I------ GALL II © I�[lflEl�l k II '© a "CONCRETE FOOTING- f "` CONCRETE 4 RFFFR TO STRI1CiURALFOOTING- ir'J's" Turc: '7 Y fiYER 1N. STEM L DECK ed ArC6 z z I � R -3 I9 V 4�E' Of C4�i�a� TIN NS AND ARRANGEMENTS REPRESENTED THEREBYARE AND SHAL REMAIN THE PROPERTY OF RRM DESIGN GROUP ANI? NO PART THERE F SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECI ON WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC I ROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED Ej �# THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL COOCT A 1 A# THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE C `CLU$r E EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBI s f € t r •�:- 1 1 /[? 2" DOWNSPOUT HANGER CEMENT PLASTER SYSTEM 2X BLKG. @ EACH DOWNSPOUT BRACKET METAL FLASHING W/ SEALANT N PRECAST CONCRETE WATERTABLE - BY C.D.I. MECHANICALLY ATTACH W/ DOWELS - PER SPEC ELASTOMERIC MEMBRANE LAP 12" ABOVE AND BELOW BUILDING PAPER BRACKET ABOVE & BELOW WATERTABLE ANGLE DOWNSPOUT TO FOLLOW BASE SLOPE - WHERE OCCURS 3" ;. CEMENT PLASTER SYSTEM RMIr WATERTABLE SEE ELEVS, IV T.O. WATERTABLE .a: °. 1 % e y 4 PROVIDE 2X40, BLOCKING I'{ `. • EXTERIOR STONE VENEER OVER 2 2 , • �� MORTAR BED OVER METAL LATH OVER BUILDING PAPER ® EXTERIOR STONE VENEER OVER •° BLOCKING MORTAR BED OVER METAL LATH - 22 ,.:a OVER BUILDING PAPER } A-9.2 GROUT I: PROVIDE 2x BLOCKING I REFER TO FINISH I 4 REFER TO FINISH �.'e SHEATHING OVER WALL FRAMING SCHEDULE FOR GROUT SCHEDULE FOR REFER TO STRUCTURAL PLANS INTERIOR FINISHES ,: ' OVER WALL INTERIOR FINISHES • I REFERHING TO STRUCTURAL PLANS FRAMING If CONCRETE CURB : " PRESSURE TREATED '; : SHEATHING OVER SLOPE WHERE OCCURS ; ELASTOMERIC MEMBRANE D•F• SILL PLATE W/ , . _Y WALL FURRING PRESSURE TREATED ' 5/8"0 BOLT -SEE a• ELASTOMERIC MEMBRANE ' STRUCT. FOR SIZE D.F. SILL PLATE W/ 5/8" 0 BOLT -SEE I: STRUCT. FOR SIZE G , GALV FLASHING TO " -- GALV FLASHING TO WEEP HOLES @ 2'-0" O.C. [ i WEEP HOLES @ 2'-0" O.C. l- 1 i t. n� : - OPE �f Z / a I SLS FIN. GRADE L `� FIN. GRADE < I------ GALL II © I�[lflEl�l k II '© a "CONCRETE FOOTING- f "` CONCRETE 4 RFFFR TO STRI1CiURALFOOTING- ir'J's" Turc: '7 Y fiYER 1N. STEM L DECK ed ArC6 z z _0 R -3 I9 REPIEWAL 4�E' Of C4�i�a� THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DES NS AND ARRANGEMENTS REPRESENTED THEREBYARE AND SHAL REMAIN THE PROPERTY OF RRM DESIGN GROUP ANI? NO PART THERE F SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECI ON WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC I ROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED NITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL COOCT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE C `CLU$r E EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBI 1ITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW 5 L NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUPS RIGHTS. RRM DESIGN GROUP COPYRIGH1 2008 RRM[ is a California Corpor ition WEEP HOLE @ 2'-0" O.C. SLOPEC I .A 2"MIN • PAVING It a �4 II G < IId a Q a CONCRETE FOOTING- a CONCRETE PAVING - REFER TO STRUCTURAL G REFER TO CIVIL (WHERE OCCURS) 18" MIN. EACH SIDE APPARATUS BAY SLAB AND FOUNDATION, REFER TO DOOR DETAILS FOR FURTHER INFORMATION -" DEEP JOINT SEALANT SLAB ON GRADE SLOPE DOWEL IN SLEEVE � 24" O.C. EXPANSION JOINT FILLER �—III—III—III- a z z _0 Ct) Lij ILL ILLW W Ne Ljj I NO.I REVISION I I DATE I C. WONG El 11 w Request for Information 056 Detailed, RFis Grouped by RFI Number Fire Station #14 5815 Mountain Vista Drive Bakersfield CA 93311 Project # 18020 Tel: 661-665-8175 Fax: 661-665-8297 RFI #: 056 Date Created: 71912009 Answer Company Answered By Author Company Authored By S.C. Anderson. Inc. Rhonda Shoufler 5815 Mountain Vista Dr. Bakersfield, CA 93307 Co -Respondent Author RFI Number Subject Discipline Category Mansard Wall Vent Architectural Drawing Clarifications Cc: Company Name Contact Name Copies Notes Question Date Required: 7/23/2009 Detail 211A9.3 Note reads "Mansard wall vent per attic vent requirements refer to Detail 31/A9.3" Detail 31/A9.3 shows a louver wldrip top & bottom. Per Spec section 09220, 2.04 F, Piaster Soffit and Wail Vent calls for an #AMSV780-200 (2" wide 3 -piece soffit vent), Amico with 9.2 square inches free area per linear foot. The soffit and wall vent specked was submitted with Superior Reveal Screed (15/115) and approved. #1: Is the Superior Reveal Screed (15/115) acceptable for the wall vent? #2: Is the wall vent continuous throughout the Mansard walls oras required? If as required, what is the requirement? Suggestion Answer Date Answered: '' . ��j J �vl ta2- (QAC.. CRD t 5 ,64PPQOv �fS r; �vcb9-77t' 1 lz 1 r -me- 'FzOE P&RPr 14,DM oX .VAA1 t� .j_ 77TH? �iU �Y ��, iF.�q' - I TEM N d . 10 . I r 16 p, EC �� -Iv 01M 17- 7iF/& SffrY� hr �I a Sdtmm of 7� WW ��v � p,Qor9rD� � X -r VP -Of 'W87- fin. AF-7-i-IN4. 21/4- 9 3 �WO IZIX--7,3 ?E—& SKS-TCe. Prolog Manager Printed on: 7/9!2009 SC Anderson Page 1 *2-, gv)>e. TO NOTE -3 OF VANV4"09 CA6,GU4-47-1Oqf l A-41' ( 5O�I1? �'jE1) VST- YOF-FT5 vr,e t ' fit 08-20-09 MLS - ANTANNAE MOUNT %G. FRAMING SECTION A WALL FRAMING, REFER TO PLAN 2X BLOCKING. COORDINATE LOCATION OF ANTENNA W{ OWNER. SQUARE 2X BLOCK/PLASTER STOP WITH 1{4" CHAMFERED EDGES AT EACH PIPE CLAMP. 2" STEEL PIPE TO EXTEND 36- AP—E MECHANICAL SCREEN WALL ATTACH (1) 3" LONG UNISTRUT TO PIPE ABOVE WALL 'TO MATCH WEATHER HEAD W{ "U" CLAMP. PIPE CLAM W/ 1/2" LAG BOLTS TO WALL. PROVIDE 3 PER PIPE NEOPRENE SPACER SEALNAT, BOTH SIDES. CEMENT PLASTER WALL FINISH 5&d, Q� 07 Sl� •03 ROOF HATCH ROOFING OVER CANTS RIDGID INSULATION RAISED CRICKET FRAMING FOR SLOPE � INTERIOR FINISH GI SNAP 4`1FLASHING 08-24-08 MLS roof hatch secs i CEMENT PLASTER SYSTEM ELASTOMERIC MEMBRANE 12" MIN OVERLAP ALL SIDES 2X NAILER GALV. METAL COUNTER FLASHING GALV. METAL FLASHING WA:E- DRIP TOP AND BOTTOM GALV. METAL FLASHING 'ELASTOMERIC MEMBRANE, 12" MIN. OVERLAP WALL FRAMING, REFER TO STRUCTURAL PLANS FOR FURTHER INFORMATION CEMENT PLASTER SYSTEM 8.01.04 IrT Louver—Wood.dwg SIDEWALL VENT AT BACK OF MANSMD 11 1/2-131 -SEALANT CONCRETE -GI GUTTER FLASHING PAVING SLOPE TO EDGE PER CIVIL OF ROOF HATCH -ELASTOMERIC s�T" MEMBRANE �r 00 WALL FRAMING PER PLAN ROOF FRAMING �- 5-25-03 MLS LOW CEMENT PLASTER SYSTEM EXTEND GUTTER FLASHING 6" UNDER r SNAP FLASHING r GI SNAP FLASHING ADJUST AS REQUIRED -TO ALLOW FOR ROOF HATCH FLASHING - -------GUTTER FLASHING OVER ELASTOMERIC MEMBRANE ROOFING SYSTEM RIGID INSULATION CONTINUE CANT FROM ROOF HATCH TO WALL LINE OF ADJACENT ROOF HATCH BALL FRAMING - REFER TO FLOOR PLAN FOR WALL TYPES INTERIOR FINISH PER FINISH SCHEDULE 0`0" REFER TO CIL AND q STRUCTURAL PLAN$. . d CONCRETE SLAB{ a A FOUNDATION SYSTEM– REFER TO STRUCTURAL PLANS FOR FURTHER INFORMATION 10.08.04 F.T. Wall@aseWood.dwa METAL RIDGE COPING--\ IX PLASTER STOP--\ T.O. RIDGE = REFER TO EXT. ELEV. c7 GALV. FASTENER--` I PER MANUF. W/ ;I NEOPRENE WASHER PLASTER CEMENT SYSTEM MANSARD WALL VENT PER ATTIC VENT I REQUIREMENTS I REFER TO DETAIL 31 SIM 3.8.08 MLS Mansard Ridge.dwg w MANSARD RIDGE FRA. 1,_04 ELASTOMERIC MEMBRANE, LAP ALL SIDES MASTIC SEALANT BEDDING ASPHALT ROOF SHINGLES OVER UNDERLAYMENT OVER ROOF SHEATHING GALVANIZED METAL SLOPE ELASTOMERIC PARAPET CAP MEMBRANE, LAP � � I CONCEALED CLEAT FASTENER W/ I: MANSARD FRAMING NEOPRENE WASHER -I I. SEALANT PER STRUCTURAL SEALANT I REFER TO i BUILDING PAPER DETAIL 43{A-9.1 I FOR TYP. ROOF CEMENT PLASTER SYSTEM CONNECTION ..I I GALVANIZED METAL J MOLD SHEATHING OVER I I. W/ SEALANT FRONT AND II. BACK WALT FRAMING - REFER TO I I GALVANIZED METAL UILDING PAPER STRUCTURAL .Jj FLASHING PLANS j I SEALANT LASTO ERIC MEMBRANE. CEMENT PLASTER ;I I ALSPHALT ROOFING kP 12 ALL SIDES, SYSTEM I L IL 0/ UNDERLAYMENT EMENT PLASTER SYSTEM TONE VENEER WHERE I CCURS I :.f ETAL EDGE W/ SEALANT j (4 FIBER CEMENT TRIM AT i ACE AND SIDE WALL VENT— `--� „EMENT PLASTER SYSTEM 0/ BUILDING PAPER 3°122 CUSTOM PRECAST CONCRETE SHAPE 3" TO MATCH WATERTABLE I BUILDING PAPER 2,-6„ 04 �i I • BUILDING PAPER4AP 0{ FLASHING T.O. WALL III CEMENT PLASTER SYSTEM ELASTOMERIC 4 G 4 MEMBRANE ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL RE II W/ SEALANT I LAP 8" MIN. TYP. DOWN SIDES ALL I i t 1 X 6 FIBER CEMENT TRIM , REFER TO SILANS aQ a ; , I 5{8" PLYWOOD OUT €` I '=1 FIBER CEMENT LAP SIDING WALL SHEATHING THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLI NG LAP UNDER BUI,1 CONCRETE SLAB{ '4 A SHING ABOVE FLA BUILDING PAPER is t•, I `ii CIVIL PLANS PLANS FOR FURTHER III—III—I I iL=_LI—I I r1rl" INFORMATION STONE VENEER SEs . SYSTEM t{ .. RAISED CONCRETE 11 � I f. 1' :...-�-`'"�- CURB ZEN= LYJ LJ } " z ZJ FIN. GRADE Q�- UD n +=coCD BALL FRAMING - REFER TO FLOOR PLAN FOR WALL TYPES INTERIOR FINISH PER FINISH SCHEDULE 0`0" REFER TO CIL AND q STRUCTURAL PLAN$. . d CONCRETE SLAB{ a A FOUNDATION SYSTEM– REFER TO STRUCTURAL PLANS FOR FURTHER INFORMATION 10.08.04 F.T. Wall@aseWood.dwa METAL RIDGE COPING--\ IX PLASTER STOP--\ T.O. RIDGE = REFER TO EXT. ELEV. c7 GALV. FASTENER--` I PER MANUF. W/ ;I NEOPRENE WASHER PLASTER CEMENT SYSTEM MANSARD WALL VENT PER ATTIC VENT I REQUIREMENTS I REFER TO DETAIL 31 SIM 3.8.08 MLS Mansard Ridge.dwg w MANSARD RIDGE FRA. 1,_04 ELASTOMERIC MEMBRANE, LAP ALL SIDES MASTIC SEALANT BEDDING ASPHALT ROOF SHINGLES OVER UNDERLAYMENT OVER ROOF SHEATHING GALVANIZED METAL SLOPE ELASTOMERIC PARAPET CAP MEMBRANE, LAP � � I CONCEALED CLEAT FASTENER W/ I: MANSARD FRAMING NEOPRENE WASHER -I I. SEALANT PER STRUCTURAL SEALANT I REFER TO i BUILDING PAPER DETAIL 43{A-9.1 I FOR TYP. ROOF CEMENT PLASTER SYSTEM CONNECTION ..I I GALVANIZED METAL J MOLD SHEATHING OVER I I. W/ SEALANT FRONT AND II. BACK WALT FRAMING - REFER TO I I GALVANIZED METAL UILDING PAPER STRUCTURAL .Jj FLASHING PLANS j I SEALANT LASTO ERIC MEMBRANE. CEMENT PLASTER ;I I ALSPHALT ROOFING kP 12 ALL SIDES, SYSTEM I L IL 0/ UNDERLAYMENT EMENT PLASTER SYSTEM TONE VENEER WHERE I CCURS I :.f ETAL EDGE W/ SEALANT j (4 FIBER CEMENT TRIM AT i ACE AND SIDE WALL VENT— `--� „EMENT PLASTER SYSTEM 0/ BUILDING PAPER 3°122 071407 Watertable at Fiber Gement Siding.dwg 1/21331 FWATERTABLE T ABER CEMENT SIDING I I, BUILDING PAPER -----FIBER CEMENT SIDING ' GALVANIZED METAL i I FLASHING 13 ELASTOMERIC . MEMBRANE I SLOPE , PAVING Ax A I 4 4 1. a - Q. Q� I .a CONCRETE PAVING ' PER CIVIL PLANS > '/2'12 3 WALL FRAMING - REFER I,Y I . ... WALL PER PLAN TO FLOOR PLAN FOR I BUILDING PAPER WALL TYPES 04 �i I • BUILDING PAPER4AP 0{ FLASHING INTERIOR FlNISHI III CEMENT PLASTER SYSTEM PER FINISH SCHEDULE � :' II GALVANIZED METAL FLASHING ND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL RE II W/ SEALANT I THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF ALL I i t 1 X 6 FIBER CEMENT TRIM , REFER TO SILANS aQ a ; , ` I ' I FLEXIBLE SEALANT STRUCTURAL PL AN$" . OUT €` I '=1 FIBER CEMENT LAP SIDING -d THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLI NG LAP UNDER BUI,1 CONCRETE SLAB{ '4 A SHING ABOVE FLA 071407 Watertable at Fiber Gement Siding.dwg 1/21331 FWATERTABLE T ABER CEMENT SIDING I I, BUILDING PAPER -----FIBER CEMENT SIDING ' GALVANIZED METAL i I FLASHING 13 ELASTOMERIC . MEMBRANE I SLOPE , PAVING Ax A I 4 4 1. a - Q. Q� I .a CONCRETE PAVING ' PER CIVIL PLANS > '/2'12 3 WALL FRAMING - REFER I,Y I . BUILDING PAPER TO FLOOR PLAN FOR I WALL TYPES l I - FIBER CEMENT SIDING INTERIOR FlNISHI GALVANIZED METAL PER FINISH SCHEDULE � :' FLASHING OVER ND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL RE ELASTOMERIC THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF ALL MEMBRANE , REFER TO SILANS aQ a ; , 6" MIN ABOVE T.O. STRUCTURAL PL AN$" . OUT GRADE -d THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLI SIVE CONCRETE SLAB{ '4 SLOPE T.O.GRADE FOUNDATION SYSTEM- REFER TO STRUCTURAL — — - REFER TO I-1 f—I l l—III—I 1 I" TS, I `ii CIVIL PLANS PLANS FOR FURTHER III—III—I I iL=_LI—I I r1rl" INFORMATION to 10.08.04 F.T. WailSaseWoad.dwg '--ROOF FRAMING PER STRUCTURAL :I REFER TO DETAIL 13/ FOR SCREEN WALL END 05-03-05 MLS \Product\GAOfiles\Canoocs\Deta,is\ScreenWali.dwg SCREE 1 1/2" 12 UCTI- METAL FLASHING W% WELDED SEAMS 0/ ELASTOMERIC MEMBRANE AT CORNER BELOW ALL FINISHES CEMENT PLASTER FINISH FLASHING SYSTEM �-- ROOFING METAL RIDGE COPING BELOW 071407 Screen Wall End SCREE END N.T.S. WALL PER PLAN CEMENT PLASTER SYSTEM BALCO FCWW EXPANSION JOINT, EA. SIDE AND TOP OF OPENING CMU SITE WALL PER SITE PLAN I 5" I SLOPED WALL FURRING II AT CORNER STONE VENEER ,,ed Arch{� c• � VeE rx Z C-30919 0 07131(09 p RENEWAL, � of Cal THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGN ND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL RE IAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF ALL BE COPIED. DISCLOSED TO OTHERS OR USED IN CONNECTION JITH ANY V40RK OR PROJECT OTHER THAN THE SPECIFIC PRO CT FORWHICH THEY HAVE BEEN PREPARED AND DEVELOPED Will OUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT VITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLI SIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS, SUBMITTJ L OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL 1IOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIG TS, RRM DESIGN GROUP COPYRIGHT 2 08 RRM is a California Corporation O, r I NO- I REVISION I DA'ICE: I l"PIt DRAWN BY CHECKED BY MA MS DATE JULY 3, 2008 CAD FILE 1107514-A-9.3 Exterior Details.dwg JOB NUMBER 1107514 SHEET a rx Z z O_ 0 CIS Lij f � LuW :; ., X , uiQ ra # C0 . s to .. .w ZEN= ca UD n +=coCD .. m. I NO- I REVISION I DA'ICE: I l"PIt DRAWN BY CHECKED BY MA MS DATE JULY 3, 2008 CAD FILE 1107514-A-9.3 Exterior Details.dwg JOB NUMBER 1107514 SHEET a Z z O_ CIS Lij U— LuW LL cc X Lu uiQ C0 I NO- I REVISION I DA'ICE: I l"PIt DRAWN BY CHECKED BY MA MS DATE JULY 3, 2008 CAD FILE 1107514-A-9.3 Exterior Details.dwg JOB NUMBER 1107514 SHEET a Request for Information 065 Detailed, RFIs Grouped by RFI Number Fire Station #14 Project # 18020 5815 Mountain Vista Drive Bakersfield, CA 93311 Tel: 661-665-8175 Fax: 661-665-8297 f RFI #: 065 Answer Company Answered By Author Company Date Created: 9/29/2009 Y Authored By S.C. RRM Design Group Mike Scott Anderson, Inc. 3765 South Higuera Street Rhonda Shoufler Suite #102 5815 Mountain Vista Dr. San Luis Obispo, CA 93401 Bakersfield, CA 93307 Co -Respondent Author RFI Number i Subject Discipline Cate o Shower Bench g ry Interior Design Drawing Discrepancies t Cc: Company Name Contact Name Copies Notes Question Detail 22 on Sheet A-9.4 Date Required: 10/13/2009 Sheet A-9.4, Detail 22 calls for the shower bench to be (2) 2 1/2" x 6" wood slats, with a 2" gap between back of wall and slat and a gap between both slats. There is only 12" of space there, and what is shown on the detail won't fit. a Can we substitute (2) 1 1/2" X 5" birch slats? See attached drawing. d Suggestion Answer Detail is acceptable. Date Answered: 10/1/2009 Verify steel supports are at 24" O.C. min per 22/A9-4. ROOF HATCH PER SPECIFICATION W/ 1" MIN. INSULATION NEOPRENE WEATHER SEAL PRE -FAB CURB ASSEMBLY BUILT-UP FLASHING 4" FIBER CANT RIDIG INSULATION BUILT-UP ROOFING OVER UNDERLAYMENT PLYWOOD SHEATHING 4 X BLOCKING RoofHatch GYPSUM BOARD WHERE OCCURS ROOF TC 1/21511 WAIL MOUNTING - PER PIAN LAG BOLTS PER MFR.'S RECOMMENDATION MOUNTING BRACKET PER MFR.'S RECOMMENDATION 11-03-00 D.M. LADDERG ♦����<a_�s_����r��a���+����a���r►a���pr���a� ♦*sae; �. n:1 WE V 11-03-00 D.M. 1002006 12-28-05/lAA R:\—Master Detoil\Architectural\ dwg } SHELF ,AL CLOTHES POLE 1 ;i" DIA. L TUBING W/ SATIN CHROME H W/ MATCHING END GES. "KNAPE & VOGHT" OR OVED EQ. LLE ROBE HOOK ► SHELF -OUT DRAWERS ',AL VINYL BASE AT TOE KICK 05-25-01 D.M. N.\1999\A99016\ARCI• ..�.5�4�IIYIM��f1l 3/411141 GING ROD UPPORT METAL STUD CONDITIONS: 16 GA. METAL STUDS @ 16" O.C. 6" x 1 1/4 x 16 GA. CONTINUOUS TRACK - NOTCH & FASTEN TO STUDS W/4 #8 S.M.S. ALL LOCATIONS UNLESS 4 - #8 EACH STUD OTHERWISE NOTED NOTES: PROVIDE BLOCKING @ TOP & BOTTOM OF ALL UPPER, 04-25-01 O.M. BASE, AND FULL HEIGHT CABINETS, AND WALL HUNG ACCESSORIES. BLOCKING SURFACE MOUNT= COUNTERTOP WIDTH - 4" WALL MOUNT= COUNTERTOP WIDTH - 1/2" HORIZONTAL LEG OF cllj -- -- (3) 1/4" HOLES TYP. L2x3x1/4" °° FULL PEN. WELD MITER CUT JOINT (3) 1/2" HOLES TYP. FOR SURFACE I FACE OF STUD I 2n Z(�n NOTE: J 2GROUND ALL EDGES TO BE SMOOTH AND ROUND Date/Creator Init. 1002530\StlCounterBracket.dwg STEEL COUNTER TOP BRACKET BLOCKING GYPSUM BOARD COUNTERTOP AND .BACKSPLASH TRT r43 ;URS ILR.J L.11 Iv I L.vv11 I Lru WALL TYPES NOTE: PROCIDE GROMMETS ON COUNTERTOPS ABOVE OUTLETS. 04-25-01 D.M- 3 GA WIRE W/ 2" X 2" MESH PATTERN (EDGES FREE OF SHARP POINTS) @ TOP & NOT SHELVES. ATTACH W/ "U" CUPS TO 2 X 2 BEAMS @ 18" O.C. MIN 21/2"X2"WIDEX1/4"PIPE, CUT TO SUPPORT 1 1/2" DIA X 1/4" PIPE PER PLAN. 2 X 2 TUBE STEEL 2 1/2" X 4" X 1/47 PLATE T& B 4X BLOCKING WHERE REQUIRED FULL WELD EACH JOINT, TYP. 5/8" LAG BOLTS, T & B WALL FINISH PER FINISH SCHEDULE WALL PER PLAN Docs\Oetaits\HangingRodSupport.dwg 11 1/2 1 1511 WALL FRAMING- REFER TO FLOOR PLAN FOR WALL TYPES \--- CABINET OR COUNTER TOP PROVIDE SLEEVE NUTS &SCREW FASTENERS BETWEEN EACH CABINET UNIT TOP & BOTTOM, FRONT, & BACK 14 X 3 1/2" F. H.W.S. @ 16" O.C. MAX. lx SHIM BLOCKING (PROVIDE BLOCKING WHERE STUDS ARE NOT LOCATED AND @ UPPER CABINET TOP & BOTTOM) REFER TO DETAIL �42 WALL FINISH -- NOTE: PROVIDE GROMMETS ON COUNTERTOPS ABOVE OUTLETS. 8-11-06 KK UPPER WE ET C O GE'1321 GYPSUM BOARD WALT. FRAMING - REFER TO FLOOR PLAN FOR WALL TYPES 14 x 3 1/2" F.H.W.S. @16" O.C. MAX. PROVIDE SLEEVE NUTS AND SCREW FASTENERS BETWEEN EACH CABINET UNIT ro--o-I 0 TOP & BOTTOM, FRONT & BACK 7--1`19 x 3" F_H_W_S_ CABINET -REFER TO O INTERIOR ELEVATIONS BASE PER FINISH SCHEDULE AND INTERIOf ELEVATIONS, WHERE OCE 0/2x SUB -BASE GYPSUM BOARD EXTEND S.S. TO BOTTOM OF UPPER CABINETS S.S. COUNTER TOP W/ MARINE EDGE I ---- S.S. 0/ (2) 1/2" 1 2n MDF COUNTERTOP 0 71 CE OF NOTE: CABINET PROVIDE e RETURN AT GALVANIZED COUNTER TOP SIMILAR DISHWASHER 05-25--01 D.M. CMU WALL PER PLANS SEALANT REFER TO RCP J MOLD CEILING FRAMING AT 16" O.C. GYPSUM BOARD OA7Di79 e¢ -q N - ]A]7 S1DSSI-6cYv-F5-li-me-P jMhtleclure Cm Doc 4roh SSQ75lIM-9.a �(,y/y (,bp/kMo IALL TRAIN O 3' 1211 --- WALL FRAMING -REFER TO FLOOR PLAN FOR WALL TYPES WALL FINISH - REFER TO FINISH SCHEDULE WATER RESISTANT GYPSUM DRYWALL 4x BLOCKING 2"t,0" ATTACH W/ (2) STAINLESS STEEL SCREWS FROM BOTTOM FA. SUPPORT 18" A.F.F. E� (2) 2 1/2" x 6" WOOD BENCH SLATS W/ 2" WIDE x 1/4" BENT GALV, STEEL SUPPORTS @ 24" O.C. (2) 3 8 X STAINLESS LAG BOLT � FLOOR FINISH -SEE SCHEDULE SLOPE WATERPROOF MEMBRANE SLAB DEPRESSION WHERE OCCURS - REFER TO STRUCTURAL PLANS 04-26-01 Q.M. SHOWER 1 1/2'� 221 o 6� SHOWER PAN THRESHOLD BELOW 1/2" X 2" SOLID SURFACE CAP TO TRIM PRE -FAB. SHOWER SURROUND - TRIM COLOR SEALANT WATER RESISTANT GYPSUM BOARD WALL FRAMING - REFER TO FLOOR PLANS FOR TYPES WALL FINISH - SEE SCHEDUIE SOLID SURFACE SHOWER SURROUND MATERIAL 111AF L FRAMING - REFER TO 7R PLANS FOR WAIL TYPES ER RESISTANT GYPSUM BOARD WER SURROUND FINISH - INTERIOR ELEVATION LANT IPOSfTE SHOWER PAN - ER TO PLUMBING PLANS 04-25-01 D.M. BLOCKING 05-25-01 M.S. P WAJNSCOT CEILING FRAMING -- REFER TO PIANS ATTACH 24" O.C. 2x BLOCKING REFER TO RCP,L SOLID SURFACE SOFFIT FACE PANEL - TRIM COLOR REFER TO RCP, WATMRESISTENT GYPSUM BOARD MING AT 16" O.C. CEILING FINISH -SEE REFIFCTm CEILING PIAN MOIST RESISTANT GYPSUM BOARD SHOWER SURROUND FlNISH -SEE INTERIOR ELEVATIONS WALL FRAMING- REFER TO ft00R PLANS FOR WALL TYPES ?' 77 -_ .� . . 131 GYPSUM BOARD METAL IT MOLDING HEIGHT SEE INTERIOR ELEVATION , FRP PANEL, SECURE TO WALL PER MANUFACTURER'S RECOMMENDATIONS WAIL PER PLAN METAL "J" MOLDING RUBBER BASE OR COVED VINYL. FLOORING CORNER SEALED CONCRETE FLOOR FLOOR FINISH - SEE SCHEDULE -WATERPROOF MEMBRANE FLOOR DRAIN - REFER TO PLUMBING PLANS SLOPE WATER PROOF MEMBRANE AT RAISED FLOOR NOTE: REFER TO SPECIFICATIONS AND FOR ADDITIONAL INFORMATION. 04-25-01 D.M. FLOOR DRAIN FIBERGLASS COATED NATER RESISTANT GYPSUM BOARD WALL FRAMING- REFER TO FLOOR PLANS FOR WALL TYPES BULLNOSE WAINSCOT- OVERLAP SEAM WITH LAST TILE CEMENTITIOUS BACKER BOARD WAINSCOT TILE OVER THIN SET MORTAR BED MOTE: REFER TO INTERIOR ELEVATIONS, SPECIFICATIONS AND TCA HANDBOOK FOR ADDITIONAL INFORMATION. 1.8.03 KL TileWain%dwg ®RAFTER FRAMING- `G 1.EE ' ADDER -UP 11 Y C-30919 ASSEMBLY TO EXTEND 42" ABOVE TOP RUNG RDCOAL \Q Q�e MIN. of Cal %�o THE INCLUDED DRAWINGS. SPECIFICATIONS, IDEAS, DESIGNS A ® PAINTED 1/8" X 3" ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN STEEL CHANNEL THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SH GRIND ALL WELDS z SMOOTH ANY WORK OR PROJECT OTHER THAN THE 5?ECIFiC PROD ® 1 1/4" SQ. STEEL FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITH RUNGS @ 1'-O" O.C. THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT MAX. & EQ. SPACING THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUS VE EVIDENCEOFACCEPTANCEOFTHESERESMCTIONS. SUSMITTAL F THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL REFER TO DETAIL BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHI 52/- FOR LADDER RRIVI DESIGN GROUP COPYRIGHT 20 (8 ATTACHMENT 11-03-00 D.M. 1002006 12-28-05/lAA R:\—Master Detoil\Architectural\ dwg } SHELF ,AL CLOTHES POLE 1 ;i" DIA. L TUBING W/ SATIN CHROME H W/ MATCHING END GES. "KNAPE & VOGHT" OR OVED EQ. LLE ROBE HOOK ► SHELF -OUT DRAWERS ',AL VINYL BASE AT TOE KICK 05-25-01 D.M. N.\1999\A99016\ARCI• ..�.5�4�IIYIM��f1l 3/411141 GING ROD UPPORT METAL STUD CONDITIONS: 16 GA. METAL STUDS @ 16" O.C. 6" x 1 1/4 x 16 GA. CONTINUOUS TRACK - NOTCH & FASTEN TO STUDS W/4 #8 S.M.S. ALL LOCATIONS UNLESS 4 - #8 EACH STUD OTHERWISE NOTED NOTES: PROVIDE BLOCKING @ TOP & BOTTOM OF ALL UPPER, 04-25-01 O.M. BASE, AND FULL HEIGHT CABINETS, AND WALL HUNG ACCESSORIES. BLOCKING SURFACE MOUNT= COUNTERTOP WIDTH - 4" WALL MOUNT= COUNTERTOP WIDTH - 1/2" HORIZONTAL LEG OF cllj -- -- (3) 1/4" HOLES TYP. L2x3x1/4" °° FULL PEN. WELD MITER CUT JOINT (3) 1/2" HOLES TYP. FOR SURFACE I FACE OF STUD I 2n Z(�n NOTE: J 2GROUND ALL EDGES TO BE SMOOTH AND ROUND Date/Creator Init. 1002530\StlCounterBracket.dwg STEEL COUNTER TOP BRACKET BLOCKING GYPSUM BOARD COUNTERTOP AND .BACKSPLASH TRT r43 ;URS ILR.J L.11 Iv I L.vv11 I Lru WALL TYPES NOTE: PROCIDE GROMMETS ON COUNTERTOPS ABOVE OUTLETS. 04-25-01 D.M- 3 GA WIRE W/ 2" X 2" MESH PATTERN (EDGES FREE OF SHARP POINTS) @ TOP & NOT SHELVES. ATTACH W/ "U" CUPS TO 2 X 2 BEAMS @ 18" O.C. MIN 21/2"X2"WIDEX1/4"PIPE, CUT TO SUPPORT 1 1/2" DIA X 1/4" PIPE PER PLAN. 2 X 2 TUBE STEEL 2 1/2" X 4" X 1/47 PLATE T& B 4X BLOCKING WHERE REQUIRED FULL WELD EACH JOINT, TYP. 5/8" LAG BOLTS, T & B WALL FINISH PER FINISH SCHEDULE WALL PER PLAN Docs\Oetaits\HangingRodSupport.dwg 11 1/2 1 1511 WALL FRAMING- REFER TO FLOOR PLAN FOR WALL TYPES \--- CABINET OR COUNTER TOP PROVIDE SLEEVE NUTS &SCREW FASTENERS BETWEEN EACH CABINET UNIT TOP & BOTTOM, FRONT, & BACK 14 X 3 1/2" F. H.W.S. @ 16" O.C. MAX. lx SHIM BLOCKING (PROVIDE BLOCKING WHERE STUDS ARE NOT LOCATED AND @ UPPER CABINET TOP & BOTTOM) REFER TO DETAIL �42 WALL FINISH -- NOTE: PROVIDE GROMMETS ON COUNTERTOPS ABOVE OUTLETS. 8-11-06 KK UPPER WE ET C O GE'1321 GYPSUM BOARD WALT. FRAMING - REFER TO FLOOR PLAN FOR WALL TYPES 14 x 3 1/2" F.H.W.S. @16" O.C. MAX. PROVIDE SLEEVE NUTS AND SCREW FASTENERS BETWEEN EACH CABINET UNIT ro--o-I 0 TOP & BOTTOM, FRONT & BACK 7--1`19 x 3" F_H_W_S_ CABINET -REFER TO O INTERIOR ELEVATIONS BASE PER FINISH SCHEDULE AND INTERIOf ELEVATIONS, WHERE OCE 0/2x SUB -BASE GYPSUM BOARD EXTEND S.S. TO BOTTOM OF UPPER CABINETS S.S. COUNTER TOP W/ MARINE EDGE I ---- S.S. 0/ (2) 1/2" 1 2n MDF COUNTERTOP 0 71 CE OF NOTE: CABINET PROVIDE e RETURN AT GALVANIZED COUNTER TOP SIMILAR DISHWASHER 05-25--01 D.M. CMU WALL PER PLANS SEALANT REFER TO RCP J MOLD CEILING FRAMING AT 16" O.C. GYPSUM BOARD OA7Di79 e¢ -q N - ]A]7 S1DSSI-6cYv-F5-li-me-P jMhtleclure Cm Doc 4roh SSQ75lIM-9.a �(,y/y (,bp/kMo IALL TRAIN O 3' 1211 --- WALL FRAMING -REFER TO FLOOR PLAN FOR WALL TYPES WALL FINISH - REFER TO FINISH SCHEDULE WATER RESISTANT GYPSUM DRYWALL 4x BLOCKING 2"t,0" ATTACH W/ (2) STAINLESS STEEL SCREWS FROM BOTTOM FA. SUPPORT 18" A.F.F. E� (2) 2 1/2" x 6" WOOD BENCH SLATS W/ 2" WIDE x 1/4" BENT GALV, STEEL SUPPORTS @ 24" O.C. (2) 3 8 X STAINLESS LAG BOLT � FLOOR FINISH -SEE SCHEDULE SLOPE WATERPROOF MEMBRANE SLAB DEPRESSION WHERE OCCURS - REFER TO STRUCTURAL PLANS 04-26-01 Q.M. SHOWER 1 1/2'� 221 o 6� SHOWER PAN THRESHOLD BELOW 1/2" X 2" SOLID SURFACE CAP TO TRIM PRE -FAB. SHOWER SURROUND - TRIM COLOR SEALANT WATER RESISTANT GYPSUM BOARD WALL FRAMING - REFER TO FLOOR PLANS FOR TYPES WALL FINISH - SEE SCHEDUIE SOLID SURFACE SHOWER SURROUND MATERIAL 111AF L FRAMING - REFER TO 7R PLANS FOR WAIL TYPES ER RESISTANT GYPSUM BOARD WER SURROUND FINISH - INTERIOR ELEVATION LANT IPOSfTE SHOWER PAN - ER TO PLUMBING PLANS 04-25-01 D.M. BLOCKING 05-25-01 M.S. P WAJNSCOT CEILING FRAMING -- REFER TO PIANS ATTACH 24" O.C. 2x BLOCKING REFER TO RCP,L SOLID SURFACE SOFFIT FACE PANEL - TRIM COLOR REFER TO RCP, WATMRESISTENT GYPSUM BOARD MING AT 16" O.C. CEILING FINISH -SEE REFIFCTm CEILING PIAN MOIST RESISTANT GYPSUM BOARD SHOWER SURROUND FlNISH -SEE INTERIOR ELEVATIONS WALL FRAMING- REFER TO ft00R PLANS FOR WALL TYPES ?' 77 -_ .� . . 131 GYPSUM BOARD METAL IT MOLDING HEIGHT SEE INTERIOR ELEVATION , FRP PANEL, SECURE TO WALL PER MANUFACTURER'S RECOMMENDATIONS WAIL PER PLAN METAL "J" MOLDING RUBBER BASE OR COVED VINYL. FLOORING CORNER SEALED CONCRETE FLOOR FLOOR FINISH - SEE SCHEDULE -WATERPROOF MEMBRANE FLOOR DRAIN - REFER TO PLUMBING PLANS SLOPE WATER PROOF MEMBRANE AT RAISED FLOOR NOTE: REFER TO SPECIFICATIONS AND FOR ADDITIONAL INFORMATION. 04-25-01 D.M. FLOOR DRAIN FIBERGLASS COATED NATER RESISTANT GYPSUM BOARD WALL FRAMING- REFER TO FLOOR PLANS FOR WALL TYPES BULLNOSE WAINSCOT- OVERLAP SEAM WITH LAST TILE CEMENTITIOUS BACKER BOARD WAINSCOT TILE OVER THIN SET MORTAR BED MOTE: REFER TO INTERIOR ELEVATIONS, SPECIFICATIONS AND TCA HANDBOOK FOR ADDITIONAL INFORMATION. 1.8.03 KL TileWain%dwg I NO.I REVISION I DATA 1 `G 1.EE C-30919 RDCOAL \Q Q�e of Cal %�o THE INCLUDED DRAWINGS. SPECIFICATIONS, IDEAS, DESIGNS A JD ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SH LL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION W rm ANY WORK OR PROJECT OTHER THAN THE 5?ECIFiC PROD FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITH THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUS VE EVIDENCEOFACCEPTANCEOFTHESERESMCTIONS. SUSMITTAL F THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL T BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHI S. RRIVI DESIGN GROUP COPYRIGHT 20 (8 RRM is a Califdmla Corporatiairl I NO.I REVISION I DATA 1 a� I NO.I REVISION I DATA 1 Request for Information 048 Detailed, RFIs Grouped by RFI Number Fire Station #14 5815 Mountain Vista Drive Bakersfield, CA 93311 Project # 18020 Tel: 661-665-8175 Fax: 661-665-8297 RFI #: 048 Date Created: 4/24/2009 Answer Company Answered By Author Company Authored By RRM Design Group 3765 South Higuera Street Suite #102 San Luis Obispo, CA 93401 Mike Scott S.C. Anderson, Inc. Rhonda Shoufler 5815 Mountain Vista Dr. Bakersfield, CA 93307 Co -Respondent Author RFI Number CMS #2R Subject Discipline Category RFI #36 Mechanical Drawing Clarifications Cc: Company Name Contact Name Copies Notes Question Date Required: 5/8/2009 Please review SCA RFI#036 and plan detail 43/A-9.5 Once we allow for growth we will have (approx) 10'-1/2" left to install the high wall units in the bunk rooms. These units are 11-3/8" tall. Please ask the Architect if he prefers to lower the soffit 1" or violate the manufacturers recommended clearance. Drawing attached. Suggestion Answer Date Answered: 4/27/2009 Please provide soffit above unit to align top of opening with ceiling (see attached). Option #1: Contractor may move unit up, while maintaining 3 1/2" clearance. Option #2: Contractor may lower the soffit 1". Contractor must coordinate with casework. foe ow -c* �EF.' c/3 /Ii -9.S P P l •Y.0\ I BLOC ING —ROOF FRAMING - REFER TO RCP 2 - #16 SCREWS 0 24 O.C. BLOCKING REFER TO RCP .�. BETWEEN � FRAMING _ CEILING FINISH REFER TO FINISH 2 - #10 WOOD SCHEDULE SCR @ 24' 0.. �� 4° FRAMING & CROSS i BRACING @ 16° O.C. GYPSUM BOARD REFER TO RCP �NE OF CABINETRY WHFRE OCCURS) �WALL FRAMING- REFER TO FLOOR PLAN FOR WALL TYPES if4.20.04 KW SoffitFrmg.dwg PLANS: SOFFIT FRAMING 1 1/2"[41 2. On sheet A-9.5, "Interior Details", Details 31, 41 and 43, revise all notes for soffit framing to be wood stud construction. SEEI FOR COUNTER SIZE STEEL ANGLE PER 2X2 I WALL AND DETAIL 43fA-9.4 WINDOW BEYOND CURVE AER PLAN WALL FRAMING - REFER TO FLOOR PLANS FOR WALL TYPES FIBERGLASS COATED WATER RESISTANT GYPSUM BOARD HEIGHT REFER TO FINISH SCHEDULE SOLID COMPOSITE PANEL, SECURE TO WALT. PER MAUFACTURER'S RECOMMENDATIONS RUBBER • •+ r; PER PLAN 9.27.04 F:7 FRP 0 CONCRETE CURB FLOOR FINISH, REFER TO FINISH SCHEDULE c 19' MIN. TRILL TO MATCH COUNTER GYPSUM BOARD CEILING, WHERE OCCURS _--'}----------------r REFER TO RCP SUSPENDED CEILING WHERE OCCURS REFER TO RCP CEILING GRID HANGER GYPSUM BOARDW FINISH - REFER TO FINISH VIE SOFFIT FRAMING - REFER TO REFLECTED CEILING PLANS FOR SOFFIT TYPES "L" CORNER TRIM, TYP. REFER TO RCP SOFFIT FINISH- REFER TO FINISH SCHEDULE NOTE: REFER TO 41/- FOR 1. LINE CAULK BETWEEN WALL & RUNNER (TYP) FRAMING NOTES RL SaffitCei1 rons.dwg SOFFIT COUNG TRANSITION1 1/2-1 oat 2X BLOCKING - 2X TOP PLATE "SI PSON" DTC (SLOTTED LEG VERT.) 0 EACH JOIST OR BLOCKING W/ NAIL CENTER OF NAIL SLOT 2X BLOCKING @ 24" O.C. OR @ EACH JOIST n" WOOD STUD WALL 16" O.C. "X3" POWDER DRIVEN TENER W/ 14 GA. X 2" A. DISCS @ 24" O.C. WSET" 3330, ICBO 1147) BLOCKING 9-25-03 MLS INTERIOR WALL FINISH CMU WALL SHAPED 1 X6 FINISH GRADE TRIM, STAINED. ATTACH W/ MASONRY SCREWS. PLUG HOLES AND STAIN. ALIGN W/ HALL AND DOOR OPENINGS TO BE SAME HEIGHT AROUND ENTIRE ROOM NOTE: CHANGE IN BASE SIZE. SHALL ONLY OCCUR AT INSIDE CORNERS LIMIT SWITCH BOX AT DOOR TRACK EDGE GREEN/RED SAFETY LIGHT UP -DOWN STOP SWITCH DOOR STOP SENSOR CONNECTION BOX -i 07-16-03 SR ..\Con Docs\Details\App_Bay PROVIDE A VERTICAL 3 5/8" X 20 GA., UNI—STRUT OR METAL STUD MAX.= 7'-8" WALL FRAMING --REFER TO FLOOR TO MAIN MEMBERS @ A ATTACH UNISTR T TO STRUCTURAL ,,,--WALL FOR WALL TYPES SPACING OF NOT MORE FRAMING W/ 1/ X 3" LAG SCREWS THAN 12' X 12 O.C. 90 45' TYPICAL - •�G j,EE �e - mi PLYWOOD SHEATHING( WHERE OCCURS) C-30919 LU EMENTI TIOUS BACKER BOARD c.a � f Ca E ika� 2 # 10 SCREENS TO 12 GA. MIRE @ 4'--0" EA. WAY W/ MI PRUDE 30' WIDE ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REM MEMBERS — 4 TOTAL CLEAR SPACE UNDER =~' BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION W COUNTER EA, SIDE -, -APPARATUS BAY DOOR OPENINGWALL FRAMING- PER 24/T-1.4 GYPSUM BOARD CEILING, WHERE OCCURS _--'}----------------r REFER TO RCP SUSPENDED CEILING WHERE OCCURS REFER TO RCP CEILING GRID HANGER GYPSUM BOARDW FINISH - REFER TO FINISH VIE SOFFIT FRAMING - REFER TO REFLECTED CEILING PLANS FOR SOFFIT TYPES "L" CORNER TRIM, TYP. REFER TO RCP SOFFIT FINISH- REFER TO FINISH SCHEDULE NOTE: REFER TO 41/- FOR 1. LINE CAULK BETWEEN WALL & RUNNER (TYP) FRAMING NOTES RL SaffitCei1 rons.dwg SOFFIT COUNG TRANSITION1 1/2-1 oat 2X BLOCKING - 2X TOP PLATE "SI PSON" DTC (SLOTTED LEG VERT.) 0 EACH JOIST OR BLOCKING W/ NAIL CENTER OF NAIL SLOT 2X BLOCKING @ 24" O.C. OR @ EACH JOIST n" WOOD STUD WALL 16" O.C. "X3" POWDER DRIVEN TENER W/ 14 GA. X 2" A. DISCS @ 24" O.C. WSET" 3330, ICBO 1147) BLOCKING 9-25-03 MLS INTERIOR WALL FINISH CMU WALL SHAPED 1 X6 FINISH GRADE TRIM, STAINED. ATTACH W/ MASONRY SCREWS. PLUG HOLES AND STAIN. ALIGN W/ HALL AND DOOR OPENINGS TO BE SAME HEIGHT AROUND ENTIRE ROOM NOTE: CHANGE IN BASE SIZE. SHALL ONLY OCCUR AT INSIDE CORNERS LIMIT SWITCH BOX AT DOOR TRACK EDGE GREEN/RED SAFETY LIGHT UP -DOWN STOP SWITCH DOOR STOP SENSOR CONNECTION BOX -i 07-16-03 SR ..\Con Docs\Details\App_Bay PROVIDE A VERTICAL 3 5/8" X 20 GA., UNI—STRUT OR METAL STUD MAX.= 7'-8" WALL FRAMING --REFER TO FLOOR TO MAIN MEMBERS @ A ATTACH UNISTR T TO STRUCTURAL ,,,--WALL FOR WALL TYPES SPACING OF NOT MORE FRAMING W/ 1/ X 3" LAG SCREWS THAN 12' X 12 O.C. 90 45' TYPICAL 30--67 TYP i Q/ ATTACH CROSS BRACING TO STRUCTURE ABOVE W/ SIMPSON DTC (SLOTTED LEG VERT. J) 0 EACH JOINT. ---- GYPSUM BOARD 2X WOOD STUD WALL FRAMING CEILING (MERE OCCURS), REFER TO FINISH SCHEDULE GYPSUM BOARD WALL FRAMING - REFER TO FLOOR PLAN, A-1.1 FOR WALL TYPES SHEATHING (WHERE OCCURS) NOTE 1 SEMI -RECESSED CABINET - ATTACH PER MFR. RECOMMENDATIONS NOTE: 1. PROVIDE ROUGH OPENING FOR SEMI -RECESSED CABINET - REFERT TO MANUFACTURER'S SUMBTTTAL INFORMATION. 02/04/02 L,F. N:\_1001003\Product\CADfites\Con Rocs\Detai1s\F1REXfCAB.dw9 EnNGUISHER CMINET1 1/2" ALL FIRE SPRINKLER AND UTILITY FIRE SPRINKLER LATERALS PIPING IS REQUIRED TO BE WlffilN BARS CONCEALED AT ROOF. STEEL BEARS PER STRUCTURAL TJI PER STRUCTURAL FRAMING W/ BACKING @ 10' O.C. f FIRE SPRINKLER PIPING -J c" TO STRUCTURAL STUD FRAMING BAYS AS REQUIRED UTILITY PIPING, AS REQUIRE[ GYPSUM BOARD FINISH BEAM WRAP N: 30aS irarnF-�a1e-%s-r.-a.v-Pa»lA2hxxam Cu WCs 9wta tra73is-A-AS trr�r WMta. STRIKE SIDE, TYP Il II 16" I I I I I I TV OUTLET II 1 1 i I I THERMOSTAT 11 +48" SPEAKER VOLUME +42" I , I I CONTROL Ii IGHT SWITCH 1 11 I II DUPLEX 11 1 OUTLET II 'a II a1 l N°WALL FRAMING, TYP 1. Locate devices & controls as indicated. 2. Not all devices are provided at all projects. Refer to 0ectrical Plans for each device & control. 11--6-02 MRB R:\—Master I)etail\Architectural\.dwg & z + BUNK R i TYP. ; ESI 1- j I a - •�G j,EE �e - mi PLYWOOD SHEATHING( WHERE OCCURS) C-30919 LU EMENTI TIOUS BACKER BOARD -- —_ ---------- f Ca E ika� 2 # 10 SCREENS TO 12 GA. MIRE @ 4'--0" EA. WAY W/ MI D ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REM MEMBERS — 4 TOTAL 3 TIGHT TURNS IN 1 1/2 BOTH ENDS. =~' BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION W GYPSUM BOARD, PAINTED -, -APPARATUS BAY DOOR OPENINGWALL FRAMING- 2" MAX. FROM INE OF CEILING PANEL 0 BRACING WIRES 45' TYPICAL /--LINE OF APPARATUS BAY DOOR REFER TO FLOOR TO CROSS T BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIG MEMBERS MAIN T OR CROSS T 21 PLANS FOR POP RIVET T --BAR TO WALL ANGLE 1 MAIN T, 9/16" X 1 5/8" 0 4'-0" O.C. @ ONE SIDE ONLY (REQUIRED ® 2 WALL TYPES WALLS) CROSS T, 9/16" X 1 5/8" @ 2'-0" O.G. 1. INSTALL LATERAL FORCE BRACING AT INTERSECTION AS SHOWN ABOVE. DIAGONAL 12 GA. MIRES ( 4 REQUIRED) SHALL BE SECURED TO MAIN T WITHIN 2" OF CROSS T INTERSECTION AND SPLAYED 90' FROM EACH OTHER AT 12' O.C. IN BOTH DIRECTIONS WITH FIRST POINT 1/2 THE DISTANCE FROM THE WALL. 2. CONSTRUCT IN ACCORDANCE WITH ICBO REPORT 4071, TABLE 25--A 1997 UBC, TITLE 24 SECTIONS 2501, 2502, & 2504 04-25-01 D.M. R:\—A99016\Product\CADfiles\DD\Details\09510—AC—CLGBRAC.dwg � nl UJ SEISMIC CI CONC. CURB, REFER TO STRUCTURAL.. .. 30--67 TYP i Q/ ATTACH CROSS BRACING TO STRUCTURE ABOVE W/ SIMPSON DTC (SLOTTED LEG VERT. J) 0 EACH JOINT. ---- GYPSUM BOARD 2X WOOD STUD WALL FRAMING CEILING (MERE OCCURS), REFER TO FINISH SCHEDULE GYPSUM BOARD WALL FRAMING - REFER TO FLOOR PLAN, A-1.1 FOR WALL TYPES SHEATHING (WHERE OCCURS) NOTE 1 SEMI -RECESSED CABINET - ATTACH PER MFR. RECOMMENDATIONS NOTE: 1. PROVIDE ROUGH OPENING FOR SEMI -RECESSED CABINET - REFERT TO MANUFACTURER'S SUMBTTTAL INFORMATION. 02/04/02 L,F. N:\_1001003\Product\CADfites\Con Rocs\Detai1s\F1REXfCAB.dw9 EnNGUISHER CMINET1 1/2" ALL FIRE SPRINKLER AND UTILITY FIRE SPRINKLER LATERALS PIPING IS REQUIRED TO BE WlffilN BARS CONCEALED AT ROOF. STEEL BEARS PER STRUCTURAL TJI PER STRUCTURAL FRAMING W/ BACKING @ 10' O.C. f FIRE SPRINKLER PIPING -J c" TO STRUCTURAL STUD FRAMING BAYS AS REQUIRED UTILITY PIPING, AS REQUIRE[ GYPSUM BOARD FINISH BEAM WRAP N: 30aS irarnF-�a1e-%s-r.-a.v-Pa»lA2hxxam Cu WCs 9wta tra73is-A-AS trr�r WMta. STRIKE SIDE, TYP Il II 16" I I I I I I TV OUTLET II 1 1 i I I THERMOSTAT 11 +48" SPEAKER VOLUME +42" I , I I CONTROL Ii IGHT SWITCH 1 11 I II DUPLEX 11 1 OUTLET II 'a II a1 l N°WALL FRAMING, TYP 1. Locate devices & controls as indicated. 2. Not all devices are provided at all projects. Refer to 0ectrical Plans for each device & control. 11--6-02 MRB R:\—Master I)etail\Architectural\.dwg & z + BUNK R i TYP. ; ESI 1- j I a 40111 •�G j,EE �e 0 mi PLYWOOD SHEATHING( WHERE OCCURS) C-30919 LU EMENTI TIOUS BACKER BOARD REN3EWAL Pieo f Ca E ika� 0 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS D ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REM III THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF S L BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION W GYPSUM BOARD, PAINTED -, -APPARATUS BAY DOOR OPENINGWALL FRAMING- FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHO THE W RnTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT W 0 THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUS IIL.E WAINSCOT & BASE /--LINE OF APPARATUS BAY DOOR REFER TO FLOOR THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL N T BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIG RRIVI DESIGN GROUP COPYRIGHT 201 RRM is a California Corporatio 21 PLANS FOR 1 In - .. WALL TYPES I 'i BASE WD. NAILER EA. SIDE � nl UJ o TM CONC. CURB, REFER TO STRUCTURAL.. _ WHE E OCCURS cor PLANS AND FLOOR PLANS FOR LOCATIONS CURB HEIGHT �t u .�:D 90 --DEGREE CORNER (NO COVE), TYP. �--DOOR STOP SENSOR LIGHT PATH �� a PER PLAN ,. ,, ' • . �- - DOOR STOP SENSOR CONNECTION BOX CURB DTH TO INCLUDE WIN SEALED CONCRETE FLOOR, TYP. REFER TO ELECTRICAL PLANS OF FRAIiING, STRUCT. SHEATi1ING FOR FURTHER INFORMATION (WHERE OCCURS) AND WALL FINISH I NOTE: 1 (EXCLUDING RLE AND BAKERBOARD) REFER TO INTERIOR ELEVATIONS, SPECIFICATIONS AND CURRENT T.C.A. REFER TO DETAIL 45%- AT FRP. HANDBOOK FOR ADDITIONAL INFORM00N. 40111 ITM •�G j,EE �e 0 mi G C-30919 LU s �tr REN3EWAL Pieo f Ca E ika� 0 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS D ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REM N THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF S L BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION W ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJE FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHO THE W RnTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT W 0 THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUS EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL F THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL N T BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIG RRIVI DESIGN GROUP COPYRIGHT 201 RRM is a California Corporatio 21 ITM z 0 mi .. LU UJ ILL 0 rJ LL UJ 0 0� % 0 w .r C% 0 ca Cni 1 In - .. � nl UJ o TM cor �t u i ITM z mi 0 LU UJ ILL 0 rJ LL UJ 0 0� 1 -MI z LU I NO.] REVISION I DA11E I SHEET r - // --,-dre ' r- II Request for Information 023 � 4C)OVOSK.*- Detailed, RFIs Grouped by RFI Number 0 Fire Station #14 5815 Mountain Vista Drive Project # 18020 Tel: 661-322-4300 Fax: 661-322-4301 Bakersfield, CA 93311 Date Created: 2/10/2009 RFI #: 023 Answer Company Answered By Author Company Authored By RRM Design Group Mike Scott S.C. Anderson, Inc. Rhonda Shoufler 3765 South Higuera Street 5815 Mountain Vista Dr. Suite #102 Bakersfield, CA 93307 San Luis Obispo, CA 93401 Co -Respondent Author RFI Number Subject Discipline Category Epoxy Architectural Field Condition Cc: Company Name Contact Name Copies Notes Date Required: 2/24/2009 Question There is one #5 jamb bar missing from both sides of door #10. Will it be acceptable to epoxy in one #5 in place of each missing bar? Set XP Epoxy is what we will use. Please advise as soon as possible. Suggestion Date Answered: 2/10/2009 Answer This is acceptable per the attached email. Mike, Per our conversation, the contractor would like to provide 2 - #5 epoxy dowels just to the south of the door at gridlines G and 3.5. It is acceptable to provide the dowels as long {� fj as the depth of embedment is a minimum of 12 inches below the top of footing. This embedment depth is valid for either the ET epoxy submitted or the SET -XP epoxy. The city inspector should verify if the ET epoxy is acceptable or if they require that the SET -XP i epoxy, which meets the current ICC testing criteria, to be used. Please feel free to give me a call with any questions or comments. Thanks, Dana W. Dana Hooper, SE Cornerstone Structural Engineering Group : j 40 Federal Street San Francisco, CA 94107 J phone: 415-369-9100 ext.127 l �i fax. 415-369-9101 e-mail: dhooperO-csep.com I I i Request for Information 031 Detailed, RFIs Grouped by RFI Number Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-665-8175 Fax: 661-665-8297 Bakersfield, CA 93311 Date Created: 3/23/2009 RFI #: 031 Answer Company Answered By Author Company Authored By Cornerstone Structural Engineering Dana Hooper S.C. Anderson, Inc. Rhonda Shoufler Group 5815 Mountain Vista Dr. 40 Federal Street San Francisco, CA 94107 Bakersfield, CA 93307 Co -Respondent Author RFI Number Subject Discipline %odLUUV'r PSL beam calculations Structural Submittal Requirements Cc: Company Name Contact Name Copies Notes Date Required: 4/6/2009 Question Please advise if PSL beam calculations are required by Trus Joist. If so, please provide any special loading that you would like us to include in our calculations. Suggestion Date Answered: 3/26/2009 Answer Per our conversation w/Trus Joist, calculations are not typically performed for PSL beams. It is acceptable to omit calcs fro the PSLS shown on the Structural plans. However, please provide calcs for the PSLS trimming out the skylights. No special loading (i.e. axial for seismic) is required. Beams may be designed for tributary dead load plus live load. e f t•V.�% L VTC (3LI ICSS. WALL PLYWOOD - 3 PLY EXPOSURE 1, CDX, SPAN RATING 24/0, SPECIES GROUP 2 OR BETTER. WOOD FRAMING ROOF PSF=POUNDS PER SQUARE FOOT MATERIAL DATA CENTERLINE NS NEAR SIDE CF CUBIC FOOT NTS NOT TO SCALE CIDH CAST IN DRILLED HOLE OC ON CENTER CIP CAST IRON PIPE OD OUTSIDE DIAMETER rd r:nNSTRtICTinN JOINT OG ORIGINAL GROUND DEAD LOAD LIVE LOAD 20 PSF + TRUSS WEIGHT 20 PSF + REDUCED PER UBC ABBREVIATIONS STRUCTU ISPECIFICATIONS� CLG CEILING OPP OPPOSITE 6. MAXIMUM ALLOWABLE DEFLECTIONS ARE AS FOLLOWS: TO HAVE SPRAY ON FIREPROOFING SHALL NOT BE PAINTED. STRUCTURAL STEEL THE CONSTRUCTION CONTRACTOR AND HIS SUBCONTRACTORS AGREE THAT IN CLG CLEAR. CLEARANCE OPP GENERAL PLYWOOD WES JOISTS GROUT rAAR rnRut ir_eT;7n khGTei PPF C+ AT LONGIT LONGITUDINAL ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT GOVERNING EDITION 1. PLYWOOD WEB JOISTS SHALL BE TJI SERIES TRUSS -JOISTS DESIGNED AND GROUT SHALL BE COARSE GROUT CONFORMING HOLLOW STRUCTURAL_ SECTIONS - ASTM A500, GRADE B WHERE 0 DIAMETER NUMBER LS LT LAG SCREW(S) LEFT OF THE CALIFORNIA BUILDING CODE. 1 MANUFACTURED BY TRUS-JOIST, A WEYERHAEUSER BUSINESS, OR APPROVED TO ASTM C476. THE GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. SLUMP WELDING CONSTRUCTION AB ANCHOR BOLT LW LIGHT WEIGHT PLYWOOD L/360 EQUAL. SHALL BE 8" TO 10". ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS PER AWS "STANDARD ACI AMERICAN CONCRETE INSTITUTE MAX MAXIMUM ALL PLYWOOD SHALL CONFORM TO U.S. PRODUCT STANDARD PS 1-95, AMERICAN 2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR THE WOOD FLOORN®-SHRINK GROUTQUALIFICATION PROCEDURE" TO PERFORM THE TYPE OF WORK REQUIRED. ALL ALT ALTERNATE MB MACHINE BOLT(S) PLYWOOD ASSOCIATION. EACH SHEET SHALL BE STAMPED WITH THE PS AND/OR HORIZ JOISTS TO BE INSTALLED AS SHOWN ON THE CONTRACT DRAWINGS, INCLUDING UNCOATED WELDING SHALL BE IN ACCORDANCE WITH THE CURRENT AWS WELDING CODE. ARC APPROX APPROXIMATE(LY) MECH MECHANICAL APA GRADEMARK. ASTM LAYOUT, SIZE OF MEMBERS AND CONNECTION DETAILS. IN ADDITION TO THE NON -SHRINK GROUT SHALL BE PLOWABLE, WITH A MINIMUM 7 DAY COMPRESSIVE WELDING ELECTRODES SHALL BE E70 SERIES FOR A36, A572 & A992 MATERIAL, ARCH ARCHITECT(URAL) MFR MANUFACTURER MISCELLANEOUS IRON IS IN COMPLIANCE WITH PROJECT SPECIFICATIONS. ID ABOVE DRAWINGS, CALCULATIONS SHOWING ALL STRESSES AND DEFLECTIONS STRENGTH OF 5000 PSI. NON -SHRINK GROUT SHALL BE MASTERFLOW 928 GROUT AND E80 SERIES FOR A706 REINFORCING STEEL. ASTM BLDG BUILDING MIN MINIMUM, MINUTES ALL PLYWOOD PERMANENTLY EXPOSED TO WEATHER SHALL BE EXTERIOR TYPE COATED CAUSED BY DEAD AND LIVE LOADS SHALL BE SUBMITTED TO THE ENGINEER AS MANUFACTURED BY CHEMREX OR APPROVED EQUAL. SUBMITTALS WELDING, INCLUDING WELDING OF BLK BLOCK MISC MISCELLANEOUS PLYWOOD. I HEAVY FOR REVIEW, DRAWINGS AND CALCULATIONS SHALL BE SIGNED BY A CIVIL ENGINEER STRUCTURAL STEEL. AND MISCELLANEOUS IRON SUBMITTALS FOR THE ENGINEERS REVIEW WILL BE REQUIRED AS FOLLOWS: BLKG BLOCKING MOD MODIFIED OR MODIFY ALL UNBLOCKED PLYWOOD EDGES SHALL BE TONGUE--AND-GROOVE OR SUPPORTED 3• REGISTERED IN THE STATE OF CALIFORNIA. PLYWOOD WEB JOIST DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE STRUCTURAL STEEL AND MISCELLANEOUS IRON SHALL BE CONSTRUCTED IN1 ACCORDANCE WITH THE CURRENT EDITION OF THE AISC CODE OF STANDARD . MIX DESIGNS; INSPECTION. BM BN BEAM BOUNDARY NAILING (N) NIC NEW NOT IN CONTRACT WITH PLYWOOD CLEATS OR PLYWOOD CLIPS. TYPE BOLTS OR MATCH MARKING). WITH AN ICBO REPORT AND APPLICABLE REQUIREMENTS OF THE MOST PRACTICE. 2. REINFORCING STEEL SHOP DRAWINGS; 3. WELDED STUDS USED FOR DIAPHRAGM OR COMPOSITE CONSTRUCTION BOF BOTTOM OF FOOTING No. NUMBER ROOF PLYWOOD 4. CURRENT UBC EDITION ACCEPTED BY THE GOVERNING JURISDICTION. LOADING SHALL WIND DESIGN PRESSURE = 14.2 PSF MAX 3. LAMINATED MEMBERS SHOP DRAWINGS; 4. MANUFACTURED WOOD JOIST SHOP DRAWINGS AND CALCULATIONS; BOT BOTTOM 0 NOMINAL DIAMETER lrmnt IT ^m ,,,_ , _� - 5 PLY FXRnSt 1Rt= i MY cpAM QATlhlr_ 'z7 r, r, eornC r�n OFFICIAL, FOR INSPECTION OF A PARTICULAR TYPE OF CONSTRUCTION OR BE AS FOLLOWS: 1. WIDE FLANGE AND STRUCTURAL TEE SHAPES SHALL CONFORM TO ASTM A992. r. CTR[ IrTI IFPAI eTP'P*i AMn kARP t I AMMI iC AAFTBI C qunp nRAWINr.S• C -C CENTER TO CENTER NOM NOMINAL L VTC (3LI ICSS. WALL PLYWOOD - 3 PLY EXPOSURE 1, CDX, SPAN RATING 24/0, SPECIES GROUP 2 OR BETTER. WOOD FRAMING ROOF PSF=POUNDS PER SQUARE FOOT ..,..........,,.- ...�_. .,..- ....- .. ,,.-....... ..,.....,,_.. ...... .. ......_-, 2. CHANNELS AND ANGLES SHALL CONFORM TO ASTM A36. 3. STRUCTURAL PLATE SHALL CONFORM TO ASTM A36 OR ASTM A572 GR50. 6• WELDING PROCEDURE SPECIFICATIONS (AND PQR IF APPLICABLE); 7. METAL DECK SHOP DRAWINGS; ALL STRUCTURAL STEEL AND MISCELLANEOUS IRON SHALL RECEIVE SHOP PRIME CONTRACTOR SHALL SUBMIT TWO SETS OF PRINTS FOR REVIEW. FABRICATION SHALL COAT EXCEPT ON SURFArFq R>'r`Fwmir: 4lVI=i nc rhARimnim iM r`nMr%.Pf:7i- nR AT .,,..r.. w.-.-.. .,*.,,­rr,.. -1 - 1I� t-hA "slrrn CENTERLINE NS NEAR SIDE CF CUBIC FOOT NTS NOT TO SCALE CIDH CAST IN DRILLED HOLE OC ON CENTER CIP CAST IRON PIPE OD OUTSIDE DIAMETER rd r:nNSTRtICTinN JOINT OG ORIGINAL GROUND DEAD LOAD LIVE LOAD 20 PSF + TRUSS WEIGHT 20 PSF + REDUCED PER UBC UVUULA�:i l ­IR COAST REGION, STRENGTH BOLTS WHICH SHALL BE TOUCHED UP AFTER CONFORMING TO WEST COAST LUMBER INSPECTION 5. JOIST MANUFACTURER SHALL OBTAIN ALL NECESSARY APPROVALS FROM THE SLIP CRITICAL HIGH 4x, PLATES, JOISTS, PURLINS AND BEAMS, OTHERWISE ON THE DRAWINGS. CJP COMPLETE JOINT PENETRATION OH OPPOSITE HAND BUREAU STANDARD GRADING AND DRESSING RULE No. 17, AS AMENDED TO DATE. PUBLIC AGENCIES INVOLVED IN GOVERNING CONSTRUCTION, CONNECTION IS COMPLETE. STRUCTURAL STEEL AND MISCELLANEOUS IRON WHICH IS CONSTRUCTION LIABILITY CLG CEILING OPP OPPOSITE 6. MAXIMUM ALLOWABLE DEFLECTIONS ARE AS FOLLOWS: TO HAVE SPRAY ON FIREPROOFING SHALL NOT BE PAINTED. STRUCTURAL STEEL THE CONSTRUCTION CONTRACTOR AND HIS SUBCONTRACTORS AGREE THAT IN CLG CLEAR. CLEARANCE OPP OPEN WEB STEEL JOIST MOISTURE STURE CONTENT SHALL BE LESS THAN 19% FROM THE TIME ni= iN�TAi i ATinM PFF?RAAMi-wTl v c+resnacn Tn utC'nT'lJco cunt [ ar_ ncltir Tieen nnnT•r r,r creel nI ncc ACCr3RnANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES. THE rAAR rnRut ir_eT;7n khGTei PPF R Mi='rAt Pt A'ri=' ONWARD. 1. 2x, 3x, NOTED 4x, PLATES, JOISTS, PURLINS AND BEAMS, OTHERWISE ON THE DRAWINGS. - - -" `- .. ,.... No 1. & BETTER, UNLESS ROOF 3000 PSI CONCRETE , ,,,,,,,,,, ­­-- _i W.d Iv WvLx_kII I!_I1 J3inLL G, II\+LtYG I rvv t.vn13 VL aCIVEI-tJLVJJ ALKYD ENAMEL COMPATIBLE WITH PRIMER. METAL DECKING CONSTRUCTION CONTRACTOR AND HIS SUBCONTRACTORS WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL CMU COL CONC CONCRETE MASONRY UNIT COLUMN CONCRETE PCP PDF PI PERFORATED CONCRETE PIPE POWDER DRIVEN FASTENER POINT OF INTERSECTION HEAVY HEX LIVE LOAD DEAD + LIVE LOAD MAXIMUM 2. 2x, 3x, 4x, PLATES, JOISTS, PURLINS AND BEAMS, SELECT STRUCTURAL, CANTILEVER SPAN DOUGLAS FIR REDWOOD DIAG METAL DECKING SHALL CONFORM TO ASTM A446 GRADE A. GALVANIZED IN ACCORDANCE PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONN CONNECTfiON PJF PARTIAL JOINT PENETRATION L/300 L/180 " WHERE NOTED ON THE DRAWINGS. RCP REINFORCED CONCRETE PIPE SIMILAR GALV 1 WITH ASTM A525, G60. CONTINUOUSLY AND NOT LIMITED TO NORMAL WORKING HOURS, AND THE CONST CONSTRUCTION P/L PROPERTY LINE 3. 6x & LARGER BEAMS, No. 1 WHEN BEAM WIDTH IS NOT MORE THAN 2" INTERIOR SPAN L/360 Lf 240 1 " MACHINE BOLTS, ANCHOR BOLTS, STUDS AND THREADED RODS CONSTRUCTION CONTRACTOR AND HIS SUBCONTRACTORS FURTHER AGREE TO CONT CONTINUOUS PL PLATE UKLAILK THAN THICKNESS, THE MEMBER SHALL CONFORM TO ITEM 7 BELOW. CONCRETE 1. BOLTS AND RODS SHALL CONFORM TO ASTM A307 GRADE A OR B OR A36. DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ANY COORD COORDINATE PLY PLYWOOD 4. 2x, 3x, 4x LEDGERS, No. 1 UNLESS NOTED OTHERWISE ON THE DRAWINGS.2. NUTS SHALL BE AS SHOWN BELOW AND FINISH SHALL MATCH FASTENER. LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK CSK COUNTERSINK PSF POUNDS PER SQUARE FOOT 5. 4x4 POSTS, No. 1 UNLESS NOTED OTHERWISE ON THE DRAWINGS. CONCRETE SHALL BE CONSTRUCTED IN ACCORDANCE WITH `THE CURRENT EDITION PT I IABILIT( ARISING FROM THE SOLE NEGLIGENCE OF THE CY CUBIC YARD PSI POUNDS PER SQUARE INCH 6. 4x6 POSTS, No. 1 UNLESS NOTED OTHERWISE ON THE DRAWINGS. OF ACI 301 & 318. CONCRETE SHALL BE READY -MIXED CONCRETE IN 7. 6x6 AND LARGER POSTS, DENSE No. 1, WHEN POST WIDTH IS MORE THAN 2" ACCORDANCE WITH ASTM C94. GREATER THAN THICKNESS, THE MEMBER SHALL CONFORM TO ITEM 3 ABOVE, 8• 2x4, 3x4, STUDS AND BLOCKING, No. 2. 9. 2x6 OR LARGER. STUDS AND BLOCKING, No.1 10. FOUNDATION PLATES: PRESSURE TREATED DOUGLAS FIR. ALL FRAMING LUMBER 6" OR LARGER IN THE LEAST DIMENSION SHALL BE FOHC. GLUED LAMINATED rIMIBER MAXIMUM WATER -CEMENT RATIO, BY WEIGHT 28 DAY COMPRESSIVE STRENGTH NON -AIR ENTRAINED AIR ENTRAINED 3000 PSI CONCRETE .55 .55 FASTENER GRADE AND SIZE NUT CLASS NUT STYLE ASTM A36 OR ASTM A307A, X" TO 1Y2" ASTM A563 -A HEX ASTM A36 OR ASTM A307A, OVER 1Yz" TO 4" ASTM A563 -A HEAVY HEX ASTM A307B, X" TO 4" ASTM A563 --A HEAVY HEX ON THIS PROJECT, EXCE AT THE CONTRACTOR'S OPTION, AN AIR ENTRAINING AGENT CONFORMING TO THE , s BOLTS, N77, WASHERS AND RODS PERMANENTLY EXPOSED TO WEATHER SHALL BE (E) EA EXISTING EACH DESIGN PROFESSIONAL. DBL DOUBLE PT POINT OR POST TENSION EL DET DETAIL PTDF PRESSURE TREATED TO PROVIDE SPECIFIED AMOUNTS OF ENTRAINED AIR. CEMENT SHALL BE IN DF .DOUGLAS FIR ELEVATOR DOUGLAS FIR REDWOOD DIAG DIAGONAL PVC POLYVINYL CHLORIDE EDGE NAILING DIA DIAMETER RAD or R RADIUS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A325. BOLTS SHALL BE DIST DISTANCE RCP REINFORCED CONCRETE PIPE 3. HEADED STUDS AND WELDING SHALL CONFORM TO AWS D1.1 --CURRENT DN DOWN REINF REINFORCED, REINFORCING DCA DITTO REQ'D REQUIRED EDITION, TYPE B STUDS. HIGH STRENGTH BOLTS NUTS WASHERS x AI•ICHIOR RODS DWG DRAWING REV REVISION GLUED LAMINATED TIMBER SHALL BE IN CONFORMANCE WITH THE CURRENT AT THE CONTRACTOR'S OPTION, AN AIR ENTRAINING AGENT CONFORMING TO THE , s BOLTS, N77, WASHERS AND RODS PERMANENTLY EXPOSED TO WEATHER SHALL BE (E) EA EXISTING EACH RS RT ROUGH SAWN RIGHT STANDARD SPECIFICATION FOR STRUCTURAL GLUED LAMINATED TIMBER PER LATEST REVISION OF ASTM SPECIFICATION 0260 MAY BE ADDED TO THE CONCRETE HOT DIPPED GALVANIZED. EL ELEVATION RW RETAINING WALL ANSI/AITC A190.1 TO PROVIDE SPECIFIED AMOUNTS OF ENTRAINED AIR. CEMENT SHALL BE IN 3000 ELEV ELEVATOR RWD REDWOOD 3000 ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PORTLAND CEMENT PER 1. BOLTS SHALL BE HEAVY HEX STRUCTURAL BOLTS PER ANSI 618.2.1 AND EN EDGE NAILING R/W RIGHT OF WAY MEMBERS SHALL BE INDUSTRIAL APPEARANCE GRADE, EXTERIOR GLUE, END SEALED, ASTM DESIGNATION C150, TYPE 11. SHALL CONFORM TO THE REQUIREMENTS OF ASTM A325. BOLTS SHALL BE EQ EQUAL SAD SEE ARCHITECTURAL LOAD WRAPPED AND MARKED WITH A QUALITY MARK AND A CERTIFICATE SHALL BE PROVIDED TO THE ENGINEER AND BUILDING DEPARTMENT INDICATING CONFORMANCE WITH ANSI/AITC A190.1, STRUCTURAL GLUED LAMINATED TIMBER. 1. GLU-LAMS: AITC COMBINATION SYMBOL 24F -V4, LAMINATIONS DF/DF AT SIMPLE SPANS, AITC COMBINATION SYMBOL 24F -V8, LAMINATIONS DF/DF AT CANTILEVER OR CONTINUOUS SPAN BEAMS. STRUCTURAL COMPOSITE LUMBER COMPOSITE LUMBER SHALL BE IN CONFORMANCE WITH ASTM D5459-98 AND ICBG ESR -1387. MEMBERS SHALL BE IDENTIFIED BY A STAMP INDICATING THE PRODUCT TYPE AND GRADE, ICBG REPORT NUMBER, MANUFACTURER'S NAME, PLANT NUMBER, AND INSPECTION AGENCY'S LOGO. TIMBERSTRAND LSL 1. HEADERS, BEAMS, COLUMNS, JOISTS: 1.7E (260OF--b) 2. RIM AND BLOCKING: 13E (170OF-b) TYP, U.N.O.* 3. RIM: 1.5E (2250F -b) WHERE NOTED.* * 111" LSL SHALL NOT BE USED UNLESS SPECIFICALLY NOTED. MICROLAM LVL 1. 1.9E (260OF-b) TYP, U.N.O. 2. 2.0E (290OF-b) WHERE NOTED. CONCRETE MIN 28 DAY MAX SIZE MAX SLUMP TOTAL AIR ELEMENT COMPRESSIVE AGGREGATE (INCHES) CONTENT (%) SCHED STRENGTH (INCHES) DIRECT -TENSION INDICATORS SHALL CONFORM TO ASTM F959. FBC FOOTINGS 3000 1Y 3 -- SLABS ON GRADE 3000 1 4 4%±1.5% SLUMP WILL _BE MEASURED AT THE TRUCK DISCHARGE. PUMPING OF CONCRETE MAY REQUIRE ADMIXTURES TO INCREASE SLUMP BEYOND THE MAXIMUM SLUMP LISTED ABOVE. ADMIXTURES ARE SUBJECT TO THE ENGINEER'S REVIEW. THE SPECIAL INSPECTOR SHALL BE PROVIDED WITH A BATCH TICKET AND WEIGHT TAG UPON DELIVERY OF EACH LOAD OF CONCRETE. ALL CONCRETE SHALL BE PLACED WITH MECHANICAL VIBRATION UNLESS NOTED OTHERWISE. REINFORCING STEEL BARS FOR REINFORCING SHALL BE GRADE 60 DEFORMED BARS CONFORMING TO ASTM A706 OR A615. LAP SPLICES SHALL BE IN ACCORDANCE WITH ACI 318 - CURRENT EDITION UNLESS NOTED OTHERWISE ON THE PLANS. BARS TO BE WELDED OR FIELD BENT SHALL CONFORM TO ASTM A706. SLAB MEMBRANE - 10 MEL POLYETHYLENE FILM, UNLESS NOTED OTHERWISE. MASONRY MASONRY UNITS SHALL BE OPEN ENDED LIGHT WEIGHT GRADE IN TYPE N TYPE 1,2 OR 3 AND SHALL BE USED IN A BEARING CONNECTION. EW EACH WAY NUT STYLE DRAWINGS 2. TENSION CONTROL BOLT ASSEMBLIES SHALL CONFORM TO ASTM F1852. EXIST EXISTING SCHED SCHEDULE 3. DIRECT -TENSION INDICATORS SHALL CONFORM TO ASTM F959. FBC FRAMED BEAM CONNECTION SEC SECTION 4. RODS SHALL CONFORM TO ASTM A193, GRADE B7 OR ASTM A449, TYPE 1 FG FINISHED GRADE SHT SHEET HEX OR 2. FIN FINISH(ED) SHTG SHEATHING 5. NUTS SHALL BE AS SHOWN BELOW AND FINISH SHALL MATCH FASTENER. FND FOUNDATION SIM SIMILAR SLUMP WILL _BE MEASURED AT THE TRUCK DISCHARGE. PUMPING OF CONCRETE MAY REQUIRE ADMIXTURES TO INCREASE SLUMP BEYOND THE MAXIMUM SLUMP LISTED ABOVE. ADMIXTURES ARE SUBJECT TO THE ENGINEER'S REVIEW. THE SPECIAL INSPECTOR SHALL BE PROVIDED WITH A BATCH TICKET AND WEIGHT TAG UPON DELIVERY OF EACH LOAD OF CONCRETE. ALL CONCRETE SHALL BE PLACED WITH MECHANICAL VIBRATION UNLESS NOTED OTHERWISE. REINFORCING STEEL BARS FOR REINFORCING SHALL BE GRADE 60 DEFORMED BARS CONFORMING TO ASTM A706 OR A615. LAP SPLICES SHALL BE IN ACCORDANCE WITH ACI 318 - CURRENT EDITION UNLESS NOTED OTHERWISE ON THE PLANS. BARS TO BE WELDED OR FIELD BENT SHALL CONFORM TO ASTM A706. SLAB MEMBRANE - 10 MEL POLYETHYLENE FILM, UNLESS NOTED OTHERWISE. MASONRY MASONRY UNITS SHALL BE OPEN ENDED LIGHT WEIGHT GRADE IN TYPE N PARALLAM PSL FASTENER GRADE AND SIZE NUT CLASS NUT STYLE ASTM A325 TYPE 1 AND 2, UNCOATED ASTM A563 -C, HEAVY HEX FACE OF STUD(S) SPEC(S) SPECIFICATION(S) C3,D,DH,DH3 FP FULL PENETRATION SQ TYPE 1 AND 2, ZINC COATED ASTM A563 -DH HEAVY HEX OR APPROVED EQUAL, UNLESS NOTED OTHERWISE ON TH ON THE E DRAWINGS, TYPE 3, UNCOATED ASTM A563 -C3, HEAVY HEX GAUGE STAG STAGGERED DH3 GALV GALVINIZED STD ASTM A490 TYPE 1 AND 2, UNCOATED ASTM A563 -DH, HEAVY HEX H or HT HEIGHT STRUCT DH3 - TAKE TEST SPECIMENS AND CONTINUOUSLY INSPECT THE HDR HEADER STS TYPE 3, UNCOATED ASTM A563-DH3 HEAVY HEX ASTM A449 TYPE 1 AND 2, X" TO lV' ASTM A563 -B HEX HORIZ HORIZONTAL UNCOATED TEMPORARY PLACEMENT OF CONCRETE AROUND SUCH BOLTS. HS HIGH STRENGTH TO TYPE 1 AND 2, OVER 1Y2" ASTM A563 -DH HEAVY HEX - VERIFY THAT MILL CERTIFICATES SHOW STRUCTURAL STEEL AND TO 3" UNCOATED TOP TOP OF PLATE MISCELLANEOUS IRON IS IN COMPLIANCE WITH PROJECT SPECIFICATIONS. ID INSIDE DIAMETER TYPE 1 AND 2, Y4" TO 3" ASTM A563 -DH HEAVY HEX TOP OF WALL ZINC COATED INSULATION TRANS TRANSVERSE WELDING, INCLUDING WELDING OF ASTM A193 B7 ASTM A194 -2H I HEAVY HEX PARALLAM PSL FOC FACE OF CONCRETE SM SHEET METAL 1. 2.0E (2900F -b) TYP, U.N.Q. FOM FACE OF MASONRY SMS SHEET METAL SCREW ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJE FOS FACE OF STUD(S) SPEC(S) SPECIFICATION(S) LIGHT GAGE METAL CONNECTORS FP FULL PENETRATION SQ SQUARE ALL LIGHT GAGE METAL CONNECTORS SHALL BE SlSTRONG TIE CONNECTORS FS FAR SIDE SQFT SQUARE FOOT OR APPROVED EQUAL, UNLESS NOTED OTHERWISE ON TH ON THE E DRAWINGS, FTG FOOTING SQYD SQUARE YARD Go GAUGE STAG STAGGERED o� GALV GALVINIZED STD STANDARD GL GLUE LAMINATED BEAM STL STEEL NON-SFLRL�II�CJPANStVE GROUT H or HT HEIGHT STRUCT STRUCTURAL - TAKE TEST SPECIMENS AND CONTINUOUSLY INSPECT THE HDR HEADER STS SELF TAPPING SCREW PLACEMENT OF NON-SHRINK/EXPANSIVE - EXPANSIVE GROUT. / HEX HEXAGONAL SYM SYMMETRICAL DOLTS INSTALLED IN CONCRETE HGR HANGER T&G TONGUE AND GROOVE - PERIODICALLY INSPECT INSTALLATION OF BOLTS AND CONTINUOUSLY' INSPECT HORIZ HORIZONTAL TEMP TEMPORARY PLACEMENT OF CONCRETE AROUND SUCH BOLTS. HS HIGH STRENGTH TO TOP OF STRUCTURAL STEEL AND MISCELLANEOUS IRON HSB MGH STRENGTH BOLT TOF TOP OF FOOTING - VERIFY THAT MILL CERTIFICATES SHOW STRUCTURAL STEEL AND HSS HOLLOW STRUCTURAL SECTION TOP TOP OF PLATE MISCELLANEOUS IRON IS IN COMPLIANCE WITH PROJECT SPECIFICATIONS. ID INSIDE DIAMETER TOS TOP OF SLAB OR STEEL WELDING - VERIFY WELDER CERTIFICATIONS, COMPLIANCE WITH WELDING PROCEDURE INSP INSPECTION/INSPECTOR TOW TOP OF WALL SPECIFICATIONS AND PQR (IF APPLICABLE). - CONTINUOUSLY INSPECT ALL STRUCTURAL INSUL INSULATION TRANS TRANSVERSE PARALLAM PSL UNITS CONFORMING TO ASTM DESIGNATION C90. ALL CELLS SHALL BE GROUTED SOLID. 6. WASHERS SHALL BE FLAT CIRCULAR, RECTANGULAR OR SQUARE BEVELED f JT JOINT TYP TYPICAL ib POUND UNO UNLESS NOTED OTHERWISE 1. 2.0E (2900F -b) TYP, U.N.Q. F'=1500 PSI. WALL REINFORCEMENT SHALL BE RESTRAINED BY MECHANICAL WASHERS AND SHALL CONFORM TO ASTM F436 TYPE 1. FINISH SHALL MATCH BE COP1Ep, DISCLOSED TO OTHERS DR USED IN CONNECTION Wl LF LINEAR FOOT VERT VERTICAL ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJE POSITIONERS AT 48" OC, MAX. NUT. WASHERS SHALL BE INSTALLED UNDER THE ELEMENT BEING TURNED L J LL LIVE LOAD W/ WITH LIGHT GAGE METAL CONNECTORS MORTAR FOR A325 BOLTS AND UNDER BOTH THE HEAD AND THE NUT FOR A490 BVIDENCEOFACCe`FTANCE OF THESE RESTRICTIONS. SUBMITTAL LLBB LONG LEGS BACK TO BACK WF WIDE FLANGE ALL LIGHT GAGE METAL CONNECTORS SHALL BE SlSTRONG TIE CONNECTORS TO MORTAR SHALL CONFORM ASTM C270 TYPE M AND SHALL DEVELOP BOLTS. WASHERS OVER OVERSIZED OR SLOTTED HOLES SHALL ALSO COMPLY � < LLH LONG LEG HORIZONTAL WP WATERPROOF or WORKPOINT OR APPROVED EQUAL, UNLESS NOTED OTHERWISE ON TH ON THE E DRAWINGS, A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. MASONRY CEMENT MAY NOT WITH RCSC SPECIFICATIONS. LLV LONG LEG VERTICAL WT WEIGHT BE USED IN MORTAR. LOC LOCATION WWF WELDED WIRE FABRIC o� TESTING AND SPE"'IAL INS"A %wo 'P E C"I"I 0 N STRUCTURAL OBO"'A SERVATION PROJECT DATA SPECIAL INSPECTIONS THE OWNER SHALL EMPLOY A SPECIAL INSPECTOR DURING CONSTRUCTION ON THE NON-SFLRL�II�CJPANStVE GROUT REQUIRED OBSERVATION BY THE SRiiC€L1L�AL ENGINEER OF RECORD - 1. PLANS AND CALCULATIONS FOR THE STRUCTURAL DESIGN WERE BASED UPON: FOLLOWING TYPES OF WORK: - TAKE TEST SPECIMENS AND CONTINUOUSLY INSPECT THE - PERFORM TENSION CALIBRATION TESTS WITH THE CONTRACTOR'S TOOLS ON 3 BOLT ASSEMBLIES FOR EACH DIAMETER, LENGTH, GRADE, PRODUCTION LOT 1. FOUNDATION REINFORCING. -THE 2007 CALIFORNIA BUILDING CODE. CONCRETE PLACEMENT OF NON-SHRINK/EXPANSIVE - EXPANSIVE GROUT. / AND TIGHTENING METHOD TO BE USED ON THE PROJECT INCLUDING 2 . CMU CONSTRUCTION PRIOR TO GROUTING. -SOILS REPORT: 'PRELIMINARY SOILS INVESTIGATION, PROPOSED - CONTINUOUSLY INSPECT THE PLACEMENT OF ALL CONCRETE EXCEPT PERIODIC DOLTS INSTALLED IN CONCRETE PRETENSIONED ANCHOR RODS. TESTS SHALL BE PER RCSC SPECIFICATIONS. 3. ROUGH FRAMING. PLYWOOD SHEATHING AND NAILING. FIRE STATION No.14 AND GREYSTONE PARK` BY4. INSPECTION MAY BE PROVIDED FOR THE PLACEMENT OF CONCRETE FOR: - PERIODICALLY INSPECT INSTALLATION OF BOLTS AND CONTINUOUSLY' INSPECT -INSPECT THE FAYING SURFACES OF EACH BOLTED CONNECTION FOR SOLS ENGINEERING, INC DATED OCTOBER 23, 1. FOUNDATIONS WITH f'c EQUAL TO 2500 PSI OR LESS. PLACEMENT OF CONCRETE AROUND SUCH BOLTS. COMPLIANCE WITH RCSC SPECIFICATIONS. CONTRACTOR SHALL NOTIFY ENGINEER A MINIMUM OF 2 WORKING DAYS PRIOR TO 2007, FILE No. 07.12294. 2. NON-STRUCTURAL SLABS ON GRADE. STRUCTURAL STEEL AND MISCELLANEOUS IRON DURING BOLTING OPERATIONS: THE TIME WHEN HIS PRESENCE IS REQUIRED, PLEASE NOTE THAT THESE 2. VERTICAL -- SAMPLE CONCRETE: ASTM C172, EXCEPT SLUMP SHALL COMPLY WITH ASTM - VERIFY THAT MILL CERTIFICATES SHOW STRUCTURAL STEEL AND - VERIFY THAT ALL PLIES OF CONNECTED MATERIAL HAVE BEEN DRAWN OBSERVATIONS ARE INDEPENDENT OF INSPECTIONS REQUIRED BY THE BUILDING ROOF LIVE LOAD 20 PSF C94. - TEST SLUMP: ASTM C143, ONE TEST AT POINT OF TRUCK DISCHARGE FOR 50 MISCELLANEOUS IRON IS IN COMPLIANCE WITH PROJECT SPECIFICATIONS. TOGETHER TO A SNUG CONDITION AS DEFINED PER RCSC SPECIFICATIONS DEPARTMENT. CY OR FRACTION THEREOF FOR EACH TYPE OF CONCRETE; ADDITIONAL TESTS REQUIRED WHEN WELDING - VERIFY WELDER CERTIFICATIONS, COMPLIANCE WITH WELDING PROCEDURE BEFORE FINAL TIGHTENING, - VERIFY PLACEMENT OF MATCH -MARKS OR WRENCH CALIBRATION AS REQUIRED. LATERAL SEISMIC BASE SHEAR COEFFICIENT CONCRETE CONSISTENCY SEEMS TO HAVE CHANGED. - TEST AIR CONTENT: ASTM C173, VOLUMETRIC METHOD FOR LIGHTWEIGHT OR SPECIFICATIONS AND PQR (IF APPLICABLE). - CONTINUOUSLY INSPECT ALL STRUCTURAL - CONTINUOUSLY INSPECT FINAL TIGHTENING OPERATIONS PER RCSC SPECIFICATIONS. /" Mot!;-.��Z���� V SDS T W RNORMAL WEIGHT CONCRETE, ONE FOR EACH 50 CY PLACED OR FRACTION WELDING, INCLUDING WELDING OF l�tC"1f��c'�i THEREOF FOR EACH TYPE OF AIR -ENTRAINED CONCRETE. REINFORCING STEEL. EXCEPTIONS: Sos = 0.62; SITE CLASS = D - TEST CONCRETE TEMPERATURE: TEST HOURLY WHEN AIR TEMPERATURE IS 50 EXCEPTIONS: - THE SPECIAL INSPECTOR NEED NOT BE PRESENT DURING ALL FINAL DEGREES F. (10 DEGREES C.) AND BELOW, AND WHEN 85 DEGREES F. (29 DEGREES C.) AND ABOVE; AND EACH TIME A SET OF 1. SINGLE PASS FILLET WELDS NOT EXCEEDING %6" MAY HAVE PERIODIC TIGHTENING OPERATIONS PROVIDED IT CAN BE VERIFIED THAT PROPER R = 5.0; COMPRESSION TEST SPECIMENS ARE MADE. INSPECTION. PROCEDURES WERE FOLLOWED (I.E. THE USE OF DTI's, " (.. "TWIST -OFF 1 = 1.5 -- TAKE COMPRESSION TEST SPECIMENS: ASTM C31, TAKE ONE SET OF 3 2. FLOOR AND ROOF DECK WELDING MAY HAVE PERIODIC INSPECTION. TYPE BOLTS OR MATCH MARKING). STANDARD CYLINDERS FOR EACH 50 CY OF CONCRETE OR 5000 SQ. Fr. OF 3. WELDED STUDS USED FOR DIAPHRAGM OR COMPOSITE CONSTRUCTION SPECIAL INSPECTOR V = 0.13W [ASD] SLABS & WALLS OR FRACTION THEREOF FOR EACH TYPE OF CONCRETE TAKEN EACH MAY HAVE PERIODIC INSPECTION. 4. WELDED SHEET STEEL FOR COLD FORMED STEEL FRAMING MAY HAVE - THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL WIND DESIGN PRESSURE = 14.2 PSF MAX DAY. MOLD AND STORE CYLINDERS FOR LABORATORY CURED TEST PERIODIC INSPECTION. DEMONSTRATE HIS COMPETENCE, TO THE SATISFACTION OF THE BUILDING BASIC WIND SPEED = 85 MPH SPECIMENS EXCEPT WHEN FIELD -CURE TEST SPECIMENS ARE REQUIRED. - TEST COMPRESSIVE STRENTH: ASTM C39; ONE SPECIMEN 5. WELDED STAIRS AND RAILING SYSTEMS MAY HAVE PERIODIC INSPECTION. OFFICIAL, FOR INSPECTION OF A PARTICULAR TYPE OF CONSTRUCTION OR EXPOSURE = C TESTED AT 7 DAYS, OPERATION REQUIRING SPECIAL INSPECTION. TWO SPECIMENS TESTED AT 28 DAYS. REINFORCING STEEL NONDESTRUCTIVE TESTING: DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR FOUNDATION - VERIFY THAT MILL CERTIFICATES SHOW REINFORCING STEEL IS IN COMPLIANCE 1. ALL COMPLETE JOINT PENETRATION WELDS ON MATERIALS %s" THICK- THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR BEARING PRESSURES 2000 PSF DL + LL WITH PROJECT SPECIFICATIONS. AND GREATER REQUIRE ULTRASONIC TESTING. THE RATE OF TESTING MAY CONFORMANCE WITH THE APPLICABLE PROJECT DRAWINGS AND 2660 PSF DL + LL +EQ - PERIODICALLY INSPECT THE PLACEMENT OF REINFORCING STEEL FOR BE REDUCED TO 25% IF THE FAILURE RATE MEETS THE REQUIREMENTS SPECIFICATIONS. CONCRETE WHICH IS REQUIRED TO HAVE CONTINUOUS INSPECTION AND FOR OF UBC SECTION 1703. 2. PARTIAL JOINT PENETRATION WELDS WITH EFFECTIVE THROAT THICKNESS - THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, THE OWNER REPRESENTATIVE, SHEET INDEX MASONRY. OR OWNER'S DESIGNATED OF -" OR GREATER REQUIRE ULTRASONIC TESTING. THE ARCHITECT OR PROJECT MANAGER, THE STRUCTURAL ENGINEER OF STRUCTURAL MASONRY {CONTINUOUS INSPECTION} 3. WELDS ON BASE METAL THICKER THAN W REQUIRE ULTRASONIC RECORD, THE CONTRACTOR AND OTHER PERSONS DESIGNATED BY THE - INSPECT AT THE START OF PLACING CONCRETE MASONRY UNITS. TESTING. OWNER OR OWNER'S REPRESENTATIVE. ALL DISCREPANCIES SHALL BE INFORMATION - CONTINUOUSLY INSPECT GROUT PLACEMENT. HIGH STRENGTH BOLTING BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR S1.a TYPICALLDETAIL5 NoPROJECT --TEST GROUT TEMPERATURE HOURLY WHEN AIR TEMPERATURE IS 50 DEGREES PRIOR TO BOLTING OPERATIONS: CORRECTION, THEN IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY 2 S1.2 TYPICAL DETAILS No.S1.3 F. (10 DEGREES C.) AND BELOW, AND WHEN 80 DEGREES F. (29 DEGREES - VERIFY THAT MILL CERTIFICATES SHOW THAT BOLTS, NUTS AND WASHERS AND TO THE BUILDING OFFICIAL. TYPICAL DETAILS No.3 C.)' AND ABOVE. COMPLY WITH THE PROJECT SPECIFICATIONS. - THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING S1.4 TYPICAL DETAILS No.4 - CONTINUOUSLY INSPECT BATCH PLANT OF READY MIXED GROUT. - VERIFY THAT THE METHODS OF TIGHTENING TO BE USED BY THE CONTRACTOR WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF S2.0 FOUNDATION PLAN - INSPECT PREPARATION OF REQUIRED PRISMS. COMPLY WITH AISC "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE PROJECT PLANS 2.1 ROOF FRAMING PLAN SS2A FOUNDATION DETAILS - TEST 5 PRISMS PRIOR TO CONSTRUCTION AND 3 PRISMS FOR EACH 5000 A325 OR A490 BOLTS" - CURRENT EDITION APPROVED BY THE RESEARCH AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF S4.0 ROOF FRAMING DETAILS No.1 SQUARE FEET OF WALL. - INSPECT GROUT SPACE IMMEDIATELY PRIOR TO CLOSING OF CLEANOUTS. COUNCIL ON STRUCTURAL CONNECTIONS OF THE ENGINEERING FOUNDATION THE UBC. S4.1 ROOF FRAMING DETAILS No.2 (RCSC) AND ENDORSED BY AISC. '00• •111 f E _ 13 f O +nz� THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL R£c THE PROPERT'(OF RRn9 DESIGN GROUP AND NO PART THEREOF S D N BE COP1Ep, DISCLOSED TO OTHERS DR USED IN CONNECTION Wl H ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJE t` C L 2 aIco FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WrTHO L J THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT W THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUS 0 BVIDENCEOFACCe`FTANCE OF THESE RESTRICTIONS. SUBMITTAL F THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL N T BE CONSIDERED WAIVER OF FIRM DESIGN GROUPS RIG � < RRM DESIGN GROUP COPYRIGHT 20 RRM is a Califomia Corporatio QR�F : Low E ia0. Lu EXP. 1 W-1 9 +nz� 2 2 CL �r t` C L 2 aIco g L J 0 a 0 °a a�,ri 4) U_ `r' X CL : Low E +nz� yi o E N CL � < l � V <%i J F CL `RNs, o� Creio -' 0 ¢i ui sem �m :J. c 0 OEM= cc, " a C; � o see rn o o : Low TIT 3 ri +nz� F `RNs, TIT 3 ri LAP SPLICE SCHEDULE BAR SIZE MIN LAP SPLICE #3 24" #4 24" #5 30$0 #6 36" #7 63" #872" NE #9 81 #10 90" #11 99" I lmwu- ku/ 'j ffirv% Life%) SEE ARCH, MECH OR ELECT DWGS FOR ACTUAL SIZE OF TRENCH PIT, GRATES DUCTS OR OTHER EMBEDED ITEMS MIN TYP TYPICAL SLAB 7' - REINFORCING z " BOTTOM BARS V 0 -j Q MIN iv > 'qt") Lo NOTES: ut Is2t Ci I 1. LAP SPLICE LOCATIONS SHALL BE APPROVED BY SLAB SECTION, SEE PLAN 0 THE ENGINEER. < 2. LAP SPLICE LENGTHS SHALL BE MULTIPLIED BY 1.3 BEND DIA WHEN THERE IS 12" OR MORE FRESH CONCRETE 12" MIN 12" MIN BELOW THE BAR. 6 BAR DIA -- 3. WHEN TWO BARS OF DIFFERENT SIZE ARE SPLICED, # OR 2i" MINI THRU #5 4 BAR DIA. 6 BAR DIA BAR SIZE MIN. BEND DIA. USE THE LONGER LAP LENGTH. 4. STAGGER LAP SPLICES 24" FOR ADJACENT BARS. OTHERS SAME AS MAIN REINF. OR 4" MIN .918RUPS &JIM SEE NOTE 4 PIPE PER MECHANICAL j TYPICAL BAR HOOKS OR ELECTRICAL LAP SPLICE SCHEDULE FOR CONCRETE TYPICAL SLAB TRENCH PIT ('--3� 1.=l '—o SLEEVE PER MECHANICAL OR ELECTRICAL (D/3 MAX DIA) 1p 30d 30d 30d 30d 1Y2" SAWCUT WITHIN 24 HOURS OF SLAB POUR, ADDITIONAL #4 @ CAULK AFTER SAWCUT SLAB SPACING SEE ARCH DWGS, 6" MIN OEM BQMM REINE ABOVE FINISH FLOOR u PIPE PER MECHANICAL SLEEVE PER MECHANICAL OR • ELECTRICAL (D/3 MAX DIA) SLAB SECTION, OR ELECTRICAL SEE PLAN z Z7. 4 > \lx x 17), uj CL -IX EQUEDMING EACH EACE* INTRIR— CURS 30d JQINI 30d -EQ-.- -7 CL FIRST POUR SECOND POUR Y2"0 x 3'-0- SMOOTH ROD 3'-0" MIN, TYP TOOLED JOINT ®4 '-0" O.C., GREASE FREE MATCH p l' -O" LAP END BEFORE SECOND POUR, BOTTOM REINF CENTER ON JOINT AI 80nOM REM L SLAB SECTION, 7 z SEE PLAN z 4 NOTES: 77 NOTES: REINEOCING IN CENTER 1. SLEEVE ID 2" LARGER THAN PIPE OD OR BELL OD. 1. d BAR DIAMETER �x x- 2. SEAL VOID BETWEEN PIPE AND SLEEVE WITH ui *VERTICAL REINFORCING NOT SHOWN z ?<' 2. TYPICAL BAR HOOKS & ELASTIC WATERPROOF MATERIAL, TYP. >A\yx BENDS FOR MIN HOOK 3. DETAIL APPLICABLE TO MAXIMUM 8"0 SLEEVE. 00NERMIQU JOINT DIMENSIONS 4. NO FTG EXTENSION REQ'D FOR PIPE DEEPER THAN INTERIOR -NO CUM Li < in 12" BELOW FTG (SLEEVE STILL REQD). TYPICAL SLAB JOINT TYPICAL FOOTING AND ,3/4'=l'—O' TYPICAL SLAB DEPRESSION WALL INTERSECTIONS TYPICAL FOOTING PENETRATIONSr7 ADDITIONAL #5 SEE FOR EXTEND 3'-0" DETAILS NOT NOTED BEYOND FTG STEP 8" CONC BLOCK WALL FILL, ALL CELLS W/ GROUT 3'-0" TYP TROUGH DRAIN (SEE 2p-8tp PLUMBING DWGS) LAP, TYP MATCH TYP LAP PER LAP 2-#5 CONT FTG REINF SPLICE 4$1 SCHEDULE, UNO 591 SLAB - 8" SLAB ON GRADE 2'-0" MAX SEE --'- - I ON GRAD MIN I a FOUNDATION PLAN V6 ELEV =--[0'-O"l LIJ MAX & VARI ES, w C. S.A.D. § 2'-0" MAX SEE FOUNDATION PLAN SEE PLAN 12' 2-#4 --------- -j LAP W/ SLAB REINF cto3t-Op' THESE LOCATIONS C.) INDICATED ON FOUNDATION PLAN TYPICAL FOOTING STEP SECTION 23/4'—V-0" 3/4"=l'—O* mnlnmrmr THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS L.O ARRANGEMENTS RE -PRESENTED THEREBY ARE AND SHALL RE N THE PROPERTY OF RRM DESIGN GROUP AND No PART THEREOF s s ucv BE COPIED. DISCLOSED TO OTHERS OR USED IN CONNECTION IT ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PR ' CT C FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED W 'UT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT IT THESE DRAWINGS OR SPECIFICAMONS SHALL CONSTITUTE CON ICL NE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBUrrr OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALLfOT. Z BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIG TS. RRM DESIGN GROUP COPYRIGHT 2 )6 RRM is a California Coroorati n u mgm NUMBER No. Lu EXP. 12-/3-1 jL9 7 s ucv 0-0OF z M '0: c Av 0) 0 ry Lu 7 IBMsermon —0 vu co, 0 Z 2 JAM u C) u- 0 X LL 0 Nr Ql:� -0 mgm NUMBER .51 z IBMsermon Z LLI C) LL Lu LL. LIJ mgm NUMBER z IBMsermon Z LLI C) LL Lu LL. LIJ mgm NUMBER 4-16d AT TOP HIGHER CORNER LAPS & PLATE TOP 16d @ 8" OC MAX AT UPPER TODOUBLE STUD LOWER PLATE, EA SIDE OF TRIPLE TOP PLATE AS OCCURS MAX 4x6 6x6 4-16d EA END 6'-0" MINIMUM NAILING SCHEDULE CROSS WALL LAP LOWER TOP STAGGERED OPENING WIDER THAN 4'-0" OF BEAM W/ 6x10 4-16d EA END 10'-0" MAX 1 412 PLATE 4-16d EA 2x DBL TOP PLATE , SEE TABLE z SPLICE PER TYPICAL PLATE SPLICE DETAIL 2-16d LOWER PLATE TO EA STUD W/ HTs12'-0" 3-16d LOWER PLATE TO EXCEPT AS DETAILED BEAM OR JOISTS. NO HOLES OR NOTCHES CONNECTION NAILING' Ddu rHEADER I HEADER, SEE TABLE .. CO -- --- ------------ EA STUD W/ HT>12'-0" - �..- = _ = 1. JOIST TO SILL GIRDER, TOENAIL 3-8d 4x BLKG W/ EN TO ----- -------- -- " 2. BRIDGING TO JOIST, TOENAIL EACH END 2-$d i, PLYWOOD SHEATHING .p I 1 -0 SIMPSON ST6224 SIMPS N T18 MAX 16" MIN 16" MIN w EA SERE OF POST, TOP &BOTTOM SILL PLATE ROOF JOISTS I I TYP I 3. 1" x 6" (25mm x 152mm) SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL 2-8d 1 TYP AT LOWER - _ SIMPSON CLIP AT NOTCH IN PLATE 4. WIDER THAN 1" x 6" 25mm x 152mm SUBFLOOR TO ( ) EACH JOIST, FACE NAIL 3-8d TOP PLATE SIMPSON CLIP EA SIDE OF ." J . SIMPSON STRAP HEADER TOP & _j _j ¢ ¢ 5. 2" 51 mm SUBFLOOR TO JOIST OR GIRDER, BLIND AND { ) FACE NAIL 2-16d TRIMMER, TYP, w� RPS18 @ 2x4 PLATE PROVIDE SIMPSON HSS AT BOTTOM TYP A35 AT 2x6 WALL 3 MAXIMUM OPENING SIZE = 6. SOLE PLATE TO JOIST OR BLOCKING, TYPICAL FACE NAIL 16d AT 16" (406mm) OC A35 AT 2x6 WALL, A34 AT 2x4 WALL HEADER END NAILS SPAN =ROUGH A34 AT 2x4 WALL d- x x lu_ 9MU-1H LLE Al TQC -PIKE SOLE PLATE TO JOIST OR BLOCKING, AT BRACED WALL PANELS 3-16d PER 16" (406mm) 7. TOP PLATE TO STUD, END NAIL 2-16d SPAN = ROUGH OPENING TYPICAL POST IN WALL ¢ Q 8. STUD TO SOLE PLATE 4-8d, TOENAIL OR 2-16d, END NAIL TOP PLEE CORNERS W/ -x OPENING ¢ HOLE IN FRAMING m � � 9. DOUBLE STUDS, FACE NAIL 16d AT 24" (61Omm) OC 2x WALL CRIPPLE STUD W/ v� • FRAMING, TYP 00 a I 10. DOUBLED TOP PLATES, TYPICAL FACE NAIL 16d AT 16" (406mm) OC 2x BLKG $'-O" MAX (OR AT MID 16d @ PRESSURE TREATED - SIMPSON DTC AT EA DOUBLED TOP PLATES, LAP SPLICE 8-16d -HT OF ST STUD) 8" OC, STAGGER SILL PLATE TRUSS OR JOIST 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL 3-$d 2-10d TN EA END OF BLOCK /177] TOP OF CONC SLAB OR CURB TRUSS OR JOIST Y4" GAP BETWEEN TOP 12. RIM JOIST TO TOP PLATE 8d AT 6" (152mm) OC 2-1Od TN EA SIDE FOR STUDS W/ PLATE & BOT OF FRAMING 13. TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2--164 12'-0" MAX HT OR 2-16d END NAILS .L IL IL 1L i IL i 3-1Od TN EA SIDE FOR STUDS W/ SPLICE PROVIDE 2"x2%346"15. 14. CONTINUOUS HEADER, TWO PIECES 16d AT 16" (406mm) OC ALONG EACH EDGE CEILING JOISTS TO PLATE, TOENAIL 3-$d STUD AT END OF 17'-0" MAX HT OR 3-16d END NAILS I T OF SILL PLATE WASHER 0 AB 9,� MAX WINDOW OR WALL 16. CONTINUOUS HEADER TO STUD, TOENAIL 4-8d 2 AB's MIN PER PIECE OF SILL SIMPSON CLIP AT 4Y2" MIN OPENING NON-BEARING PARTITION j @► BOTTOM OF 9" MAX WALL PER ARCH DWGS TRIMMER, TYP PROVIDE EDGE NAILING AT ALL EDGES OF 4Y2" MIN 17. CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-16d All„ ....r -" ..... .-...____ AZC. AT Y..0 WA1 I OPPNINf.0 IM Pi YWnrli'1 QWCATWM IAIAI I C OPENING SIZE HEADER SIZE 2x4 WALL HEADER SIZE 2x6 WALL HEADER END NAILS 4'-0" MAX 4x6 6x6 4-16d EA END 6'-0" MAX 4x8 6x8 4-16d EA END 8'-0" MAX4x1O OF BEAM W/ 6x10 4-16d EA END 10'-0" MAX 1 412 6x12 4-16d EA END PARTITION PERPENDICUL68 TO FRAMING 18. CEILING JOISTS TD PARALLEL RAFTERS, FACE NAIL 3-16d 19. RAFTER TO PLATE, TOENAIL 3-8d 20. 1" (25mm) BRACE TO EACH STUD AND PLATE, FACE NAIL 2-8d 21. 1" x 8" (25mm x 203mm) SHEATHING OR LESS TO EACH BEARING, FACE NAIL 2-8d 22. WIDER THAN 1" x 8" (25mm x 203mm) SHEATHING TO EACH BEARING, FACE NAIL 3-8d 23. BUILT-UP CORNER STUDS 16d AT 24" 61Omm OC I�rs *BASED ON 30 PSF WIND ON ( -TRIBUTARY 2x4 WALL SIMPSON DTC 0 24" OC 24. BUILT-UP GIRDER AND BEAMS 20D AT 32" (813mm) OC AT TOP AND BOTTOM -TRIBUTARY 2x6 WALL AND STAGGERED 2-20d AT ENDS AND AT EACH SPLICE 2x4 @ 24" TRUSS RJOIST 25. 2" (51 mm) PLANKS 2-16d AT EACH BEARING OC W/ U24 ORa • s , „ PLYWOOD SHEATHING HGR EA END 26. WOOD STRUCTURAL PANELS AND PARTICLEBOARD:2 _ _ SUBFLOOR AND WALL SHEATHING (TO FRAMING): 4 -0 HD POST SEE 6d3 QE SECONDARY HD SEISMIC TIE- - - - - - Yi" (12.7 mm) AND LESS $d OR 6d$ TOP PLATE END MIN LAP SPLICE 16d CSD EN ASSEMBLY, AS -� 1%2"-%'" TO BE CENTERED SPACING, TYP OCCURS SCHEDULE 1/4" GAP CEILING PER ARCH DWGS 7�122mm 25mmm) 8d3 ON STUDS, TYP. s i �� 2 ROWS 12-16d NAILS � 3x NAILER A34 t� 24" QC 16d C� EN EN ( ) 10d OR $d BETWEEN TOP 4 (24 TOTAL) EN EN SPACING, TYP I PLATE & BOT NON-BEARING PARTITION COMBINATION SUBFLOOR-UNDERLAYMENT TO FRAMING SPLICE POST HD ASSEMBLY WALL PER ARCH DWGS { ) OF FRAMING Y4" (19mm) AND LESS fids TOP PLATE END TO BE %"-l" s (22mm-25mm) 8d CENTERED ON STUDS, TYP T ^ 1JI3"-1Y4" 29mm-32mm 10d OR Sd� { ) EN 16d C� EN _ EN HD POST, SEE EN ��� - PA E� T� 27. PANEL SIDING (TO FRAMING): HOEDOWN (12.7mm) AND LESS Edo SPACING, TYP 3x NAILER SCHEDULE 3x NAILER �" (16mm) 8d° TRIPLE 28. FIBERBOARD SHEATHING: TOP PLATE, As OCCURS TYPICAL SN-I� � �®N�NVER� 3i" (12.7mm) No. 11 go. STAGGER SPLICES 4'-0" MIN �" 6d4 IL CE T No. 16 go.9 NM : %"0 MB MAY BE SUBSTITUTED FOR WELDED STUD BOLTS IF HILTi X -DNI 2%2" (20mm) No. 11 ga.$ SIMPSON MST60 NS & FS 16" LAP TOP PLATE END TO BE CLEARANCES FOR FINISHES CAN BE MAINTAINED POWER DRIVEN 8d4 CENTERED PIN W " MIN No. 16 ga.° CENTERED ON STUDS, TYP / 1 ON STRAP 3x NAILERS, 2x SILL EMBED 0 32" OC 29. INTERIOR PANELING SIZE TO MATCH 5/8" 0 WELDED STUD Y¢" (6.4mm) 4d:o T*4WALL STUDS BOLTS C� 3'-0" OC 3x NAILERS, SIZE TO (9.5mm) fid" FULL HT EN MATCH WALL STUDS, HSS CDL NOTCH AS REQ'D • HSS COL : 'COMMON NAILS SHALL BE USED EXCEPT WHERE OTHERWISE STATED. xNAILS SPACED AT 6 INCHES (152mm) ON CENTER AT EDGES, 12 INCHES (305mm) AT INTERMEDIATE ' SUPPORTS EXCEPT 6 INCHES (152mm) AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES (1219mm) OR PROVIDE SHIM AND -' s-�` #10 SELF -DRILLING „ ���j��j�/�%/�j`r/,,\,�, �+` MORE. FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, NOTE: EDGE NAILING &SELF --TAPPING 5%8 WELDED STUD ��r;`i\%';:j; REFER TO SECTIONS 2315.3.3 AND 2315.4. NAILS FOR WALL SHEATHING MAY BE COMMON, BOX OR EN BOLTS C� 3'-0" OC 1. USE NAIL SPLICE UNLESS NOTED AS OCCURSCASING. OTHERWISE ON PLANS. . SCREWS ®12" OC FULL HT 3COMMON OR DEFORMED SHANK. 2. AT PLYWOOD WALLS, STRAP MAY BE TYPICAL ,,,�+, COLUMN `COMMON. INSTALLED OVER PLYWOOD AND TAKE s DEFORMED SHANK. PLACE OF EDGE NAILING. EMBEDDED- IN WALL s CORROSION -RESISTANT SIDING OR CASING NAILS CONFORMING TO THE REQUIREMENTS OF SECTION 23€34.3. 'FASTENERS SPACED 3 INCHES (76mm) ON CENTER AT EXTERIOR EDGES AND 6 INCHES (152mm) ON NON-BEARINGTYPICAL PLATE SPLICE DETAIVO'00�3 TYPICAL FRAMING DETAIL � �4 TYPICAL CENTER AT INTERMEDIATE SUPPORTS. 3/4"=1'-0- "CORROSION -RESISTANT ROOFING NAILS WITH 46 -INCH -DIAMETER (11 mm) HEAD AND 1)z -INCH (38mm) " 3/4'=�'-©� 3/4"-�.-�' LENGTH FOR Y2 -INCH (12.7mm SHEATHING AND 1 -'4' -INCH (44mm) LENGTH FOR 2%2 -INCH (20mm) SHEATHING CONFORMING TO THE REQUIREMENTS OF SECTION 2304.3. 9 CORROSION -RESISTANT STAPLES WITH NOMINAL 3(6 -INCH (11 mm) CROWN AND 136 -INCH (29mm) LENGTH FOR Y2 -INCH (12.7mm SHEATHING AND A -INCH (38mm) LENGTH FOR 2%2 -INCH (20mm) SHEATHING DEPTH OF Y� CLEAR SPAN, MIN BEAM MIN ,CONFORMING TO THE REQUIREMENTS OF SECTION 23(34.3. PANEL SUPPORTS AT 16 INCHES (406mm) [20 INCHES (508mm) IF STRENGTH AXIS IN THE LONG DIRECTION OF THE PANEL, UNLESS OTHERWISE MARKED]. CASING OF FINISH NAILS SPACED 6 INCHES 3x DEPTH OFA o< (152mm) ON PANEL EDGES. 12 INCHES (305mm) AT INTERMEDIATE SUPPORTS. - - - ... - _....._... ,.... - - r. - - - _. BEAM, MAX w � � "PANEL SUPPORTS AT 24 INCHES (610mm). CASING OR FINISH NAILS SPACED 6 INCHES (152mm) ON - - - - - -- "-- '-- - 0 i5 a PANEL EDGES, 12 INCHES (305mm) AT INTERMEDIATE SUPPORTS. II I( Y DEPTH 3x DEPTH OF om __ m \ TOP FLUSH BEAM N+SIMPSON ST6224 (ALT AT SIDE) I I I I OF STUD BEAM, MAX �© WHERE OCCURS y j 'i•-17 YP I � I 0 0 m C) Y3 DEPTH OF ROOF II FHXJOISTS STUD MAX DBL TOP PLATE - - .. ,,,,_ - - DEPTH OF .,... - - - - .... �. -'"" - STUD 4-16d INTO SHIM AS REQ'D PROVIDE EN BEAM EA SIDE EITHER SIDE a] THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS D ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL R N THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF S BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION TH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJ CT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITH UT Iii£ WRttTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT ITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCI. IVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITT OF T#fESEDOCUIu€ENTSFORPUBLICAGENCYREMEWSHALL T BE CONSIDERSDA WAIVER OF RRM DESIGN GROUPS RIG S_ RRM DESIGN GROUP COPYRIGHT 2006 RRM is a California Coroorati n 0 DROP BEAM PER PLAN ►fit'Y3 DEPTHOF BEAM, MAX Lu a] THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS D ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL R N THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF S BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION TH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJ CT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITH UT Iii£ WRttTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT ITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCI. IVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITT OF T#fESEDOCUIu€ENTSFORPUBLICAGENCYREMEWSHALL T BE CONSIDERSDA WAIVER OF RRM DESIGN GROUPS RIG S_ RRM DESIGN GROUP COPYRIGHT 2006 RRM is a California Coroorati n 0 DROP BEAM PER PLAN SOLID 2x � No. _S3 Lu OF .CD o �0 0 I-- 2 u •- Z V)2 STUD EA SIDE POST PER PLAN BLKG, TYP W • �-� DIAPHRAGM O cxmm o �01 a� .a a .°o ac's OF BEAM W/ U_ Sm 0 OPENING NOTCHING OF STUDS NOT PERMITTED NO HOLES OR NOTCHES ARE PERMITTED IN BOTTOM OF 16d 8" OC @PERMITTED EXCEPT AS DETAILED BEAM OR JOISTS. NO HOLES OR NOTCHES ARE Ddu E4 .. CO WHERE DEPTH OF BEAM IS 5Y2" OR LESS. - �..- = _ = }SOLES IN STUi3S HOLES NQMHO IN BEAMS J01M5y2 to " - SIMPSON A35 AT nP, .p I 1 -0 I I OPENING, SEE ARCH SIMPS N T18 MAX 16" MIN 16" MIN w EA SERE OF POST, TOP &BOTTOM SILL PLATE ROOF JOISTS I I TYP I I I I I AND FRMG PLAN SCORNER - II NI = - - - - '- - - -' - -I'� - '- �- -- - -- -- '- - NOTCH IN PLATE Ys DEPTH OF BEAM MAX ." . SIMPSON STRAP Cr w w� RPS18 @ 2x4 PLATE PROVIDE SIMPSON HSS AT MAXIMUM OPENING SIZE = 2'-0-x2' -0 �� RPS22 ®2x6 PLATE SHEAR WALL LOCATIONS lu_ 9MU-1H LLE Al TQC -PIKE 0 TYPICAL POST IN WALL TYPICAL SMALL ROOF OPENING(6*\N TYPICAL NOTCH HOLE IN FRAMING m � � v� • a] THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS D ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL R N THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF S BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION TH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJ CT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITH UT Iii£ WRttTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT ITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCI. IVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITT OF T#fESEDOCUIu€ENTSFORPUBLICAGENCYREMEWSHALL T BE CONSIDERSDA WAIVER OF RRM DESIGN GROUPS RIG S_ RRM DESIGN GROUP COPYRIGHT 2006 RRM is a California Coroorati n 0 x44+27' 'rtL'.Rf �Y �NfH �B SX�.nif'N Y(Y tNI m N, CID - vIn 11 CHECKED WDH � No. _S3 Lu EXP. 1 31 fl9 .CD 0 I-- 2 u •- Z V)2 o OF cAL�Eo o c3 2 » 0 W • �-� ~, O cxmm o �01 a� .a a .°o ac's U_ Sm x44+27' 'rtL'.Rf �Y �NfH �B SX�.nif'N Y(Y tNI m N, DRAYM BY DDA CHECKED WDH 0 2008DATE July 3, - I CAD RLE � 8 wr q, cxmm J013 NUMBER C° Sm 0 • Ddu E4 .. CO E �6 co ... to J ' co ._ U-:, �ra x44+27' 'rtL'.Rf �Y �NfH �B SX�.nif'N Y(Y tNI m N, DRAYM BY DDA CHECKED WDH 2008DATE July 3, - I CAD RLE J013 NUMBER 1070514 R14 ..... ....... f Request for Information 049 Detailed, RFIs Grouped by RFI Number Fire Station #14 5815 Mountain Vista Drive Project# 18020 Tel: 661-665-8175 Fax: 661-665-8297 RFI 0: 049 Date Created;, 4128/2009._ Answered By Author Company Authored By, S.C. Anderson, Inc.. Rhonda Shoufler 5815 Mountain)Asta Dr, Bakersfield, CA 93307 Co-Respondent -- Author RFI Number Dennis Hyde 40 Cc: Company pan Copies Notes� Y-14ame Question Date RequIrGd: 511212009 .,, The shear on exterior walls, was stopped at top of double top pidt&-. The-Kthe'l-Wrlin board was flushed with shear, instead of shear running up LSL rim board. Is this acceptable, or can we strap LSL rim board down to double top plate? Please see attached plcture�., — ------- .4,Suggestion --Ahs-WeW --DateA 0; S4wow Uoc.�-i At Sq� id&e, PP1 -PV'Oq \ ------------------ An VERTICAL SCALE JOINTS STAGGERED 1'-4" MIN A FIELD NAILING - EDGE NAILING MIN EDGE DISTANCE1 FRAMING MEMBER TOP PLATE TOP OF MLL HOT DIPPED GALVINIZED EN BOTTOM OF PLY TOP 0� U SLAB #4 CONT - -� ROOF OR FLOOR LEAVE 1s" GAPJOISTS, TYP BETWEEN EDGE NAILING, PANEL EDGES SEE PLAN LEAVE " :--==I%--=:-- — = = = _ ifs• � GAP1idEEN ECJIQN �' JOIST PANEL i• •i i •i I •i EDGES N, MIN j i` • _. — _ ._ .,.. _ — j _ — .._ ._ . _1 CONT. ,� [ X, EDGE NAIL • FIELD •� l NAILING 1 MIN SOLID OC, TYI BLOCKING i I TOP PLATE HEADER •� _ — .. 3x4 MIN_.. PTDF SILL PLATE NOTE: PLYWOOD SHEETS ARE TO BE AS LARGE AS POSSIBLE. JOINTS ARE TO BE CENTERED OVER BEARINGS. SHEET SIZE LESS THAN 24" IN DIMENSION NOT PERMITTED. STAGGER ALL END JOINTS OF SHEATHING. OUTSIDE FACE GRAINS TO RUN PERPENDICULAR TO BEARING. BLOCKING ALL JOINTS AND EDGES. TYPICAL PLYWOOD DIAPHRAGM FRAMINC- CONT EDGES TYPICAL Y4"0 ANCHOR BOLT, SEE SCHEDULE T1s"x 2" SQ IE WASHER PT SILL PLATE PER SCHEDULE SHEARWALL SCHEDULE TYPE �uL-, J EDGE NAILING MINIMUM EDGE DISTANCE FOR NAILS: SILL PLATE " FOR 2x NOMINAL FRAMING MEMBER ZONE Ya" FOR 3x NOMINAL FRAMING MEMBER FIELD NOTES: CONNECTION A 1. HOLDOWN BOLTS SHALL NOT REPLACE ANCHOR BOLTS. 2. RETIGHTEN ALL ANCHOR BOLTS AND HOLDOWN NUTS PRIOR TO CLOSING FRAMING. 3. 4. NAILS SHALL BE COMMON AND HAVE MIN 1%" PENETRATION INTO HOLDING MEMBER. PREDRILL HOLES AS REQUIRED TO AVOID SPLITTING. LTP4 REMARKS 9230# 16d SILL NAILING OR SDS A325 PLY i J SCREWS, SEE SCHEDULE 8 BOLTED SCREWEDD EN i i I 16d AT EA JOIST/BLKG HOLDOWN SCHEDULE A ROOF/FLOOR PLY _ 2x SILL PLATE 0 6" OC 8d 12" OC SIMPSON A35 BLOCKING PER SCHEDULE 16d CSD 4" OC 2x LTP4, SEE 1,3,5 B 380 PLF" SCHEDULE 8d 0 4" OC 8d 0 12" OC 3x EN DOUBLE OR TRIPLE TOP PLATE TOP OF MLL HOT DIPPED GALVINIZED EN BOTTOM OF PLY TOP 0� U SLAB #4 CONT - -� ROOF OR FLOOR LEAVE 1s" GAPJOISTS, TYP BETWEEN EDGE NAILING, PANEL EDGES SEE PLAN LEAVE " :--==I%--=:-- — = = = _ ifs• � GAP1idEEN ECJIQN �' JOIST PANEL i• •i i •i I •i EDGES N, MIN j i` • _. — _ ._ .,.. _ — j _ — .._ ._ . _1 CONT. ,� [ X, EDGE NAIL • FIELD •� l NAILING 1 MIN SOLID OC, TYI BLOCKING i I TOP PLATE HEADER •� _ — .. 3x4 MIN_.. PTDF SILL PLATE NOTE: PLYWOOD SHEETS ARE TO BE AS LARGE AS POSSIBLE. JOINTS ARE TO BE CENTERED OVER BEARINGS. SHEET SIZE LESS THAN 24" IN DIMENSION NOT PERMITTED. STAGGER ALL END JOINTS OF SHEATHING. OUTSIDE FACE GRAINS TO RUN PERPENDICULAR TO BEARING. BLOCKING ALL JOINTS AND EDGES. TYPICAL PLYWOOD DIAPHRAGM FRAMINC- CONT EDGES TYPICAL Y4"0 ANCHOR BOLT, SEE SCHEDULE T1s"x 2" SQ IE WASHER PT SILL PLATE PER SCHEDULE SHEARWALL SCHEDULE REMARKS: 1. INSTALL 2x OR WIDER FRAMING & BLOCKING AT ALL ADJOINING SHEET EDGES. 2. INSTALL 3x OR WIDER FRAMING & BLOCKING AT ALL ADJOINING SHEET EDGES. 3. FASTENERS SHALL BE COMMON. 4. 2x SILL PLATE MAY BE SUBSTITUTED IF ANCHOR BOLT SPACING IS HALF (TWICE THE NUMBER OF AB's) AND A PLATE WASHER IS USED. 5. PLYWOOD SHALL BE EDGE FASTENED AT ALL PLY EDGES, TOP PLATES, SILL PLATES, HOLDOWN STUDS, WOOD POSTS AND BLOCKING LOCATIONS AS WELL AS OTHER LOCATIONS SHOWN IN THE DRAWINGS. 6. WHEN PLY IS SHOWN BOTH SIDES, OFFSET PANEL JOINTS EACH SIDE OF WALL TO FALL ON DIFFERENT FRAMING MEMBERS. PROVIDE TWICE THE NUMBER OF ANCHOR BOLTS AND A35/LTP4 AS NOTED ABOVE. TYPICAL PLYWOOD SHEARWALL ( �l NOT TO SCALE of 3/4'=1'-0' BOUNDARY NAILING = EDGE NAILING TYPE SHEARWALL LENGTH No. OF SDS J'4x WOOD SCREW THREADED END POST SILL PLATE HOLDOWN STUD OR POST PER HOLDOWN TO POST ZONE ALLOWABLEA35 PLYWOOD EDGE FIELD SILL CONNECTION A OR 2 ROWS EDGE..i PHD6 SHEAR 110 FASTENING FASTENING PLATE NAILED BLOCKING LTP4 REMARKS 9230# -Y4"0 A325 PLY SIMPSON PHD PER 8 BOLTED SCREWEDD A325 SPACING HOLDOWN SCHEDULE A 260 PLF8d CDX 0 6" OC 8d 12" OC 2x AB @ 32" OC 16d CSD 4" OC 2x 16" OC 1,3,5 B 380 PLF" i CDX 8d 0 4" OC 8d 0 12" OC 3x AB 0 32" OC 16d 0 4" OC 2x 12" OC 2,3,4,5 C 490 PLF8d Y2" CDX 0 3" OC 8d 0 12" OC 3x AB 0 24" OC 16d 0 4" OC 3x 8" OC 2,3,4,5 REMARKS: 1. INSTALL 2x OR WIDER FRAMING & BLOCKING AT ALL ADJOINING SHEET EDGES. 2. INSTALL 3x OR WIDER FRAMING & BLOCKING AT ALL ADJOINING SHEET EDGES. 3. FASTENERS SHALL BE COMMON. 4. 2x SILL PLATE MAY BE SUBSTITUTED IF ANCHOR BOLT SPACING IS HALF (TWICE THE NUMBER OF AB's) AND A PLATE WASHER IS USED. 5. PLYWOOD SHALL BE EDGE FASTENED AT ALL PLY EDGES, TOP PLATES, SILL PLATES, HOLDOWN STUDS, WOOD POSTS AND BLOCKING LOCATIONS AS WELL AS OTHER LOCATIONS SHOWN IN THE DRAWINGS. 6. WHEN PLY IS SHOWN BOTH SIDES, OFFSET PANEL JOINTS EACH SIDE OF WALL TO FALL ON DIFFERENT FRAMING MEMBERS. PROVIDE TWICE THE NUMBER OF ANCHOR BOLTS AND A35/LTP4 AS NOTED ABOVE. TYPICAL PLYWOOD SHEARWALL ( �l NOT TO SCALE of 3/4'=1'-0' BOUNDARY NAILING = EDGE NAILING HOLDOWN SCHEDULE TYPE SHEARWALL LENGTH No. OF SDS J'4x WOOD SCREW THREADED END POST SERVICE LOAD HOLDOWN STUD OR POST PER HOLDOWN TO POST ROD SIZE 3%4"0 SCHEDULE, EXTEND r FULL HEIGHT OF SHEARWALL 2x TRIM STUD 10 V ot A 3080# 2 ROWS EDGE..i PHD6 18 110 6x6 MIN NAILING i' "i 6 SIMPSON HDQ8 i i i %"o 6x6 MIN 9230# -Y4"0 A325 PLY SIMPSON PHD PER 8 -Y4"0 A325 Xz" HOLDOWN SCHEDULE 9 -4"0 A325 Z" ,ter Z >4 ? � F; WASHER CL X16%2" SQ '- FF/TOP OF VC2 ut u. t''3 — SILL PLATE CONC SLAB t t {{ 11 { J E i ••_ tl t{ 1 { It tl TOP OF FTG ill � POUR JOINT ;; --�"'--�"'-"'--` --`-- — EDGE NAIL TO PLATE ;! cp -e Z az THREADED ROD PER - ;g HOLDOWN SCHEDULE 5 FV4"x3"SQ W/ DBL NUTS v 'CDCL HOLDOWN SCHEDULE TYPE DESCRIPTION No. OF SDS J'4x WOOD SCREW THREADED END POST SERVICE LOAD A325 TO POST ROD SIZE 3%4"0 CAPACITY 1 SIMPSON PHD2 10 V ot 4x6 MIN 3080# QSIMPSON PHD6 18 110 6x6 MIN 5210# 6 SIMPSON HDQ8 20 %"o 6x6 MIN 9230# SlliiiPS�kI n1 {ten — 1 %"0 Al DBL TOP PLATE L N UTS U WALL R PLAN X 4'-0" a I UUMALL rr-M rLA14 TYPICAL I k �k 3 h. � i.� �i, � °'�CMI 2 k. b ' WALL i 3/4"=t'-0' COPE FLANGES PER AISC SPECIFICATIONS Y21, BEAM + HSB03"OC 2 SIDES, .TYP A+ 1Y2" MIN, TYP 3 SIDES AT & + FULL DEPTH R 916 "V PER RISC SPECIFICATIONS, STIFFENER R EXTEND R. FULL DEPTH AT 1y MOMENT FRAME GIRDER, TYP GIRDER 2,1 MIN B!2LED PLATE CQNNEOQN NOTE: BOLTED AND WELDED CONNECTIONS 2 SIDES, MAY BE INTERCHANGED !1s 3 SIDES AT T1s FULL DEPTH R Xz" II �--• BEAM SEE BOLTED PLATE CONNECTION PER AISC SPECIFICATIONS, STIFFENER R Oil' EXTEND T FULL DEPTH AT U.N.O. MOMENT FRAME GIRDER, TYP 9(s TOP & BOTTOM WELDED PLATE CONNECT O BEAM SIZE NUMBER OF BOLTS BOLTS STIFF PLATE THICKNESS C8 -C12, W8 -W10 2 -Y4"0 A325 C13 -C15, W12 --W14 3 3%4"0 A325 C18, W16 4 -Y4"O A325 " W18, W21 5 3V4 "O A325 " W24 6 -Y4"0 A325 yi" W27 7 -Y4"0 A325 1i" W30 8 -Y4"0 A325 Xz" W36 9 -4"0 A325 Z" ` USE WEB THICKNESS OF SUPPORTED BEAM WHEN IT EXCEEDS TABULATED VALUES ti f k � Y � 7 9. B M 'yP �a � � � � ➢�; � a ;f `k � f . '4 'IIII1 j \-% e.n .l, TYPICAL I A ♦ A CONNECTION TS COL � COL4 TYP ifs METAL DECK CAP R Y NOT SHOWN CLR SEAL WELD SLOT COL SEAL WELD 2 SEMS TO ALLOW R TO RUN BM SLOPES AS THRU REQ'D, SEE PIANkz� " TYP TYP + I I + Ifi tl +i� �!+ TYP TS>__>_v Li + E [ i +� COL 2 BEMS 0 ME i I WF BM TS COL " WF BM ( II TYP BEAM NS NOT ----'R & BOLTS PER FIs SHOWN FOR TYPICAL BEAM CLARITY I ( CONNECTION HSS COL TYP kc OR 4 BEAMS TYP Tri BEc of T TOP ?. `�� - COL { E - a � v +� ,c CONNECTION SEE PLAN i CL BEAM 1Y2" METAL DECK PER PLAN W18x BEAM PER PLAN PARALLEL TO PLAN � TYPICAL EDGE of METAL DECK - -I THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIG S AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL EMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREO SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNE0TI W ITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC P ECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED OUT THE YYRTI'€EN CONSENT OF RIiM DESIGN GRflllP. VISUAL CONTA WlFfi THESE DRAWINGS OR SPECIFICATIONS SHALL CQNSTlT'l1T'E CON SNE EYFDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBM AL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SH NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S HTS. RRM DESIGN GROUP COPYRIGHT 1006 FIRM Is a California Comora Ian s NO. S3 LL! EXP. 1 `�� SxRtlCT�1g�� Qo q�F OF G�-�4p� �--2 ID CL R V) U ._ a` Y, V� E A�i qN -z N Cn Lu i �O a �p .N o ,ter Z >4 ? � F; V, °vo � 0: v aqui VC2 ut u. t''3 — C) o x ,z ill � N -e l�d E 8; ;g 5 v 'CDCL c 1r 0 a cM to -� o M u - c, tw0m > W U- 3 � m � a co CLo Io R Y, V� E A�i qN ,ter ,z EXTEND LINTEL REINF. ---- 2-#5 BAR IN WALL ENO, CONTROL 2'-6" MIN PAST EDGE BOND LINO CONCRETE ADD'L REINF EA FACE JOINT OR WINDOW OF OPENING, USE 90° „L» HOOK WHERE DIST TO END OF WALL IS s 2'-0", CONT REINF ACROSS CONTROL JOINTS OPENING, VERIFY SIZE - & LOCATION W/ ARCH ADD'L #5 EA FACE PER "CMU WALL OPENING" SCHEDULE DOWEL TO FOOTING W/ #5 L MIN 1-#5 EA FACE FULL HT EA SIDE OF OPENING, UNO DOWEL INTO FOOTING 1-#5 IN BOND BEAM UNIT 0 BOTTOM OF OPENING, OMIT BOTTOM BAR IF OPENING GOES DOWN TO SLAB EXTEND REINF SAME AS LINTEL BLOCK WALL WHERE NOTED ON" OR DOOR JAMB ADDITIONAL #5 WHERE NOTED PLAN OR DETAILS ON PLAN, DOWEL TO FOOTING #5 HORIZ W/ #5 (3'-4" LAPS) 8" CONC BLOCK, FILL7 7— ALL CELLS W/ GROUT f CMU WALL OPENING REINFORCING OPENING LENGTH » L„ VERTICAL TRIM STEEL EACH SIDE UNIT 0 TOP � 1-#5 EA FACE L < 8'-0" I L > 8'-0" j 3-#5 EF @ 8" OC 6„ W/ GROUT GROUT PIER SOLID CONTINUE 2'-0" ABOVE 1. ADDITIONAL VERTICAL TRIM STEEL NOT REQUIRED I .: :: GROUT F LJ 2-#5 CONT E & BELOW OPENING, OMIT WHERE PILASTER, COLUMN, OR RETURN WALL 2. WHERE BOLTS INTERFERE `- TYPICAL WALL - ANCHOR BOLT tO 2 '0 tO #5 EA FACE FULL HT I I t I I f � 4 I i F - -" '" "" """ "`" f r DOWEL TO FOOTING WHERE NOTED Oil PLANS • CONTRACTOR SHALL ADJUST BOLT LOCATION AND .r REINF WHERE BOLTS f ...... . .......... ...... ............ i ( I - iT I I 2-#5 VERT, #5 DOWEL TO #5 HORIZ 2--#5 DOWEL BLOCK WALL WHERE NOTED ON" OR DOOR JAMB ADDITIONAL #5 WHERE NOTED PLAN OR DETAILS ON PLAN, DOWEL TO FOOTING #5 HORIZ W/ #5 (3'-4" LAPS) 8" CONC BLOCK, FILL7 7— ALL CELLS W/ GROUT f CMU WALL OPENING REINFORCING OPENING LENGTH » L„ VERTICAL TRIM STEEL EACH SIDE L < 4'-0" 1-#5 EA FACE L < 8'-0" 2-#5 EF ® 8" OC L > 8'-0" j 3-#5 EF @ 8" OC 2'-6" LAP 8" CMU SOLID #5 EA FACE, CUT CMU BLOCK AS GROUTED DOWEL TO REQ'D FOR DOWEL, MIN 2'-6" LAP FIG W/ #5 L #5 VERT 1 " GROUT ALL AROUND #5 VERTICAL 'L' > 2'-0" (3'-4" LAPS) MORTAR JOINT C. #5 LDOWEL FULL WALL HEIGHT WALL END' L' > 2$-C Cm 16" O 8" CONC BLOCK 8"' Lr ILI: OPENING "Lot < 122-029_ BOLT SIZE 11 C #5 HORIZ #5 VERT FILL ALL CELLS P" TYPICAL 44Y2„ #3 = @ 8 OC NOTES: TYPICAL WALL END PIER ( �3a 6„ W/ GROUT GROUT PIER SOLID CONTINUE 2'-0" ABOVE 1. ADDITIONAL VERTICAL TRIM STEEL NOT REQUIRED I .: :: GROUT F LJ 2-#5 CONT E & BELOW OPENING, OMIT WHERE PILASTER, COLUMN, OR RETURN WALL 2. WHERE BOLTS INTERFERE `- TYPICAL WALL - ANCHOR BOLT tO 2 '0 tO #5 EA FACE FULL HT TIES C� 6" CMU & OCCURS ADJACENT TO ©PEKING. F - -" '" "" """ "`" f r DOWEL TO FOOTING WHERE NOTED Oil PLANS LAP PER 2. FOR OPENINGS FOR ROUND DUCTS 24"0 MAX, CONTRACTOR SHALL ADJUST BOLT LOCATION AND .r REINF WHERE BOLTS 12" CMU: OPENING SCHEDULE CONSTRUCT SQUARE OPENING W/ MIN 2 2-#5 VERT, #5 DOWEL TO #5 HORIZ 2--#5 DOWEL EA END, A FIG COURSES ABOVE &BELOW &GROUT BACK SOLID AROUND DUCT. DOWEL TO FOOTING Wf #5 L L Y2" CLR ALL ti FOOTING W/ 5L # (3'--4" LAPS) DOWEL ® #5=� W/ #5 'L' s 2'-0" AROUND TO TIES (3'-4" LAPS) CS? r s 16 OC ALT.�- (16" MIN) x TOP OF FOOTING LI W16x BEAM ABOVE DIRECTION OF BEND (3'-4" LAPS) tt CID l - PROVIDE #5 DOWEL U.N.O. ON PLANS TO FDN 0 #5 VERT, ' 2--#5 TOTAL 4 WAI I PIER OR SHORT WAI I 8"' Lr ILI: OPENING "Lot < 122-029_ BOLT SIZE EMBEDMENT kz" O 4" TYPICAL 44Y2„ TYPICAL WALL ELEVATIONr2 5„ TYPICAL WALL END PIER ( �3a 6„ 1t3"o T,. r TYPICAL CMU 42" #8 WALL REINF �- 1` GROUT SPACING, HOOK AB LJ 2-#5 CONT E LLJ Z::.8 EXTEND PER 2. WHERE BOLTS INTERFERE �. vT v a TYPICAL WALL - ANCHOR BOLT tO 2 '0 tO #5 EA FACE FULL HT ELEVATION TOP OF OPENING 2-#5 CONT EA SIDE CONTROL JT, S A D #4 x 2'-0" LONG DOWEL TO FOOTING 8"' Lr ILI: OPENING "Lot < 122-029_ BOLT SIZE EMBEDMENT kz" O 4" %"o 44Y2„ 3y4„ 0 5„ %"o 6„ 1t3"o T,. LAP SPLICE SCHEDULE BAR SIZE MIN LAP SPLICE #3 24" #4 24" #S 30" s 36" #7 42" #8 48" STOP MORTAR 1" FROM EACH FACE OF WALL, SEE ARCH FOR SEALANT 3/4" Ox 2'-6" SMOOTH GREASED ROD ® 16" OC, CENTER ON WALL/JOINT < m.�OLE$;. 1. LAP SPLICE LOCATIONS SHALL BE APPROVED BY ` ! THE ENGINEER. Z 2. LAP SPLICE LENGTHS SHALL BE MULTIPLIED BY 1.3 , • F IL WHEN BARS ARE SPACED 3" OR CLOSER AND O WHERE SPLICES ARE STAGGERED 2 FEET OR LESS. CUT TYP HORIZ TYPICAL CMU WALL REINF Q 1 „ 3. WHEN TWO BARS OF DIFFERENT SIZE ARE SPLICED, USE THE LONGER LAP LENGTH. BARS @ JOINT MIN THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS. DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL. BE COPIED. DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT' WITH THESE DRAWINGS OR SPECIFICATIONS SHAD. CONSTITUTE CONCLUSNE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTALOF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF FIRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2006 RRM is a California Corporation R0F SSID NATES: q 4�0 S L qL HEAD JOINT FULL HEIGHT OF WALL TOP OF OPENING 1. BOLT PLACEMENT SHALL CONFORM TO CBC FILL W/ SEE SPECIFIC DETAILS FOR BOLT SIZE & `��'� �r'UCi��P��`� 2.� o OF CN\i S.A.D. SECTION 2106.2.14. GROUT SPACING, HOOK AB ° � E LLJ Z::.8 2. WHERE BOLTS INTERFERE �. vT v a AROUND REBAR, ADD tO 2 '0 tO uC L2 x 2-#5 CONT WITH CMU BLOCK WEBS, #4 x 2'-0" LONG O L L L c cn e EXTEND PER 1 S1.2 CONTRACTOR SHALL ADJUST BOLT LOCATION AND REINF WHERE BOLTS 12" CMU: OPENING "L" < 14 2—Opo ASSOCIATED FRAMING FOR 132" CLEARANCE FROM BOLT ° CANNOT HOOK AROUND TYP WALL REINF - o U'> TO WEB. TYPICAL LINTEL ti TYPICAL BOLT IN CMU WALL 2 ; ID` LAP SPLICE SCHEDULE FOR MASONRY TYPICAL WALL CONTROL JOINTtFN� CS? r s x LI W16x BEAM ABOVE _c tt CID l - PROVIDE #5 DOWEL a: TO FDN 0 #5 VERT, ' 2--#5 TOTAL 4 TVP. LAP PER SCHEDULE 6 SETS TYPICAL WALL REINF `\ `- CMU WALL WALL EN C� PLY i PER PLAIN PLY AS OCCURS •Q 17,7777-777, a 4s % rs iJ a. 40n 8" CMU WALL ADD'L #5 2-2x STUDS W/ N 3Y4"O AB 0 32" OC TYPICAL WOOD WALL TO CMU TYPICAL FLUSH PILASTER 3/4"=?'—Q" a o. •19 9 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS. DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL. BE COPIED. DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT' WITH THESE DRAWINGS OR SPECIFICATIONS SHAD. CONSTITUTE CONCLUSNE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTALOF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF FIRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2006 RRM is a California Corporation L R0F SSID q 4�0 S L qL �<c, LLj N0. rn U -i _ EXP. 1• 09 `��'� �r'UCi��P��`� 2.� o OF CN\i ,� a v) U ' 2 a ° � E LLJ Z::.8 i` �. vT v a ®r tO 2 '0 tO uC L2 x tl V, -' L i �- ECLtt C* v i -TV Q, -E c O L L L c cn e � �— � o ca � co E o U'> CO 'x ti 2 ; ID` CS? r s x _c tt CID l - a: 4 L Request for Information 008 Detailed, RFIs Grouped by RFI Number Fire Station #14 Project# 18020 6815 Mountain Vista Drive Tel: 661-322-4300 Fax: 661-322-4301 Bakersfield, CA 93307 Date Created: 1212212008 RFI #: 008 Authored By Author Company Answer Company Answered By S.C. Anderson, Inc. Rhonda Shouffer 1006 Baker St. Bakersfield, CA 93305 Co -Respondent Author RFI Number Subject Discipline Category Field Condition Structural Fire Sprinkler Riser Sleeve Cc: Company Name Contact Name Copies Notes Date Required: 1/512009 Question Sheet S2.0 calls for a 4!-6' wide footing at the southwest comer �ofthe Apparatus Bay. This comer is the location for the fire riser per Sheet A-2.1. However, due to the location of the Tarp Rack, the riser will have to penetrate the footing vertically per the attached details. is this acceptable? Please review and advise. Suggestion Date Answered: Answer A A- ITUVAA 71 ctIS v& gni INTO <AT Page I 4 STAINLESS STEEL STUB wl 81, PVC SLEEVE TARP RACK 'E W TARP RACK �4' STAINLESS STEEL STUB TO GET 51 OUT wl 8n PVC SLEEVE L ......... ------------------------- FW 6.rArAN IN ax Foe Pmb*n -1 L'=�A 10" FACEOF CMU ur '�mu OL HSS ----- --wk .......... - ----- I - - --------- 11 1 rl. 44 q HSS ,/4 q HSS FACE OF CMU FACE OF_� PLY 1'-6" FACE OF PLY FACE OF PLY FACE OF cmu 181-00 OF CMU BID ALTERNATE. S.A.D. FACE OF PLY .......................... ..... . .. ---------•-•-...._---- _._ ..................... co A to 'co E S3.0 L TYP ICK APRON I PER CIVIL 3. SEE ARCH 41-611 SQUARE, iP k LAN FOR OFC E CMU FACE OF CMU FACE OF PLY FACE OF PLY 41'-4" 11 "-4" 13'-6 15'-10" Vs= 1,_0„ Ir j I 9mm EQUNDA119N PLAN - NgM 1, TOP OF SLAB & GROUND FLOOR ELEVATION = +0.00 TYP, UNO. 2. FOR DETAILED SOILS INFORMATION AND COMPLETE REQUIREMENTS, REFER TO SOILS REPORT. SEE SHEET Sl.O FOR APPLICABLE REPORT. 3. PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE SOILS ENGINEER SHALL ADVISE THE BUILDING DEPARTMENT OF THE FOLLOWING IN WRITING: THAT THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE SOILS REPORT. THAT THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED. THAT THE FOUNDATION AND PIERS COMPLY WITH THE SOILS REPORT AND THE APPROVED PLANS. 4. PRIOR TO STAKING CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS SHOWN WITH ARCHITECTURAL DRAWINGS AND INFORM BOTH ARCHITECT AND ENGINEER OF ANY CONFLICTING INFORMATION. 5. -T-Y-P-ML 5LAB SEQMQN AS.-F-OLLOWS: 5" THICK CONCRETE SLAB. #4 0 18- OC EACH WAY AT 2- BELOW TOP OF SLAB. SUPPORT AT 36" MAX EACH WAY. 2" SAND. SLAB MEMBRANE. 4" OF -Y4m CRUSHED ROCK. 8- SLAB SECTION AS DOLL S_; - 8" THICK CONCRETE SLAB. - #4 0 18- OC EACH WAY TOP & BOTTOM (BOTTOM MAT 2" CLR TO SAND). - 2" SAND. - MEMBRANE. 41' OF -y4'p CRUSHED ROCK. 6. CONTROL JOINTS ARE TO BE INSTALLED 0 13'-0" OC MAX AS SHOWN. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL DECORATIVE CONTROL JOINTS. 7. INDICATES SLOPED SLAB. SEE ARCH FACE OF DRAWINGS FOR EXTENTS OF SLOPE. CMU 8. INDICATES FOOTING. ........... ------ ...... . . .......... .... . ---•-......----••-----.._ ....................... 0 ---- - ----- 9. ;-l'-O"j INDICATES TOP OF FOOTING ELEVATION BELOW TOP OF SLAB. TOP OF FOOTING SHALL BE l' -Ow BELOW TOP OF SLAB AT WOOD FRAMING, U.N.O. TOP OF FOOTING SHALL BE V -4 - BELOW TOP OF SLAB AT CMU FRAMING, U.N.O. FACE OF PLY 10. S ----S INDICATES FOOTING STEP, SEE 57.7 11. SEE SHEETS S1.1, S1.2, S1.3 Sc S1.4 FOR TYPICAL FOUNDATION DETAILS. 12. 0 INDICATES HOL DOWN, SEE SCHEDULE 51.3 13. STUDWALL CONSTRUCTION SHALL BE: - 2x6 STUDS 0 16" OC, UNO. - 2x6 PT SILL PLATE, UNO. D - 4VO AB 0 48" OC W 8" MIN EMBED BELOW TOP OF SLAB. FACE - THE OUTSIDE FACE V EXTERIOR WALLS SHALL BE SHEATHED 0 W/ X" CDX PLYWOOD. EDGE NAILING SHALL BE 8d 0 6" OC AND OF PLY FIELD NAILING SHALL BE 8d 0 12- OC, UNC}. 14. INDICATES STUD WALL. 15. - - - INDICATES STUD WALL W/ 4" CURB. .. . .. ...... i C 6. INDICATES 8: COCRETE BL K WALL. S.A.D. FOR BLOCK FINISH. 17. INDICATES 12" CONCRETE BLOCK WALL. ,S.A.D. FOR BLOCK FINISH. �s3o / 10 1 A . . . ...... .•.----......_. ........ 0 18. INDICATES SHEARWALL CONSTRUCTIO WITH NAILING AND FACE f I N OF PLY is MINIMUM LENGTH, SEE SCHEDULE" -""4 19. EXPANSION JOINTS ARE TO BE INSTALLED AT LOCATIONS WHERE INTERIOR CONCRETE SLABS MEET EXTERIOR CONCRETE SLABS. SEE ARCHITECTURAL DRAWINGS & DETAILS 0 & 20. WHERE- ELECTRICAL CONDUITS ARE RUN IN 8" CMU CELLS, THE CONDUITS SHALL 53.0 BE LOCATED AT THE FACE OF CONCRETE AWAY FROM THE REINFORCEMENT AND BOXES MAY BE CONCEALED W/IN THE CMU. IN 12" CMU, THE CONDUITS MAY BE RUN AT MID DEPTH BUT THE BOXES SHALL BE SURFACE MOUNTED. HORIZONTAL REINF MAY BE SHIFTED UP OR DOWN ONE CELL AS LONG AS THE SPACING - REQUIREMENTS ARE NOT EXCEEDED. IN NO CASE SHALL REBAR BE CUT TO FACE -js ACCOMODATE CONDUIT OR ELECTRICAL BOXES. OF PLY 21. INDICATES FLUSH PILASTER PER 54 ALIGN W/ rk WF ABOVE. WHERE FLUSH PILASTER IS INTERRUPTED BY OPENING, SPUT REINF EITHER EITHER SIDE OF OPENING AS SHOWN. ..... ........ 22. INDICATES 2-#7 VERTICAL REINF 0 END OF PIER W/ #7 L DOWEL -_----------------------- - - - ------ TO FOOTING, LAP PER SCHEDULE. fl FAGE -OFPEY -J--nK REINEM.Ell MUCT-UI36L E96SONRY NQM'. 1. ALL CELLS IN CONCRETE BLOCK CONSTRUCTION SHALL BE FULLY GROUTED. 2. ALL VERTICAL STEEL IN WALLS AND COLUMNS SHALL BE LAPPED WITH DOWELS OF THE SAME SIZE AND SPACING INTO THE FOOTING UNLESS NOTED OTHERWISE. DOWELS I SHALL BE DETAILED SIMILAR TO TYPICAL WALL DOWELS. SEE 51.4 3. TYPICAL VERTICAL WALL REINFORCEMENT SHALL BE INSTALLED EACH SIDE OF ALL WALL OPENINGS AND SHALL EXTEND THE FULL HEIGHT OF THE WALL UNLESS NOTED OTHERWISE ON THE DRAWINGS. 4, MECHANICAL COUPLERS WHICH DEVELOP 125% OF THE BARS' YIELD STRENGTH MAY BE SUBSTITUTED FOR LAP SPLICES UPON SUBMITTAL AND REVIEW BY THE ENGINEER. WHEN A LAP SPLICE CANNOT BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE UNIFORM BUILDING CODE, THE, ENGINEER MAY SPECIFY A MECHANICAL SPLICE AT NO ADDITIONAL COST TO THE OWNER. 5. CONCRETE BLOCK WALLS SHALL HAVE VERTICAL CONTROL JOINTS AT A SPACING APPROXIMATELY EQUAL TO 1.5 TIMES THE WALL HEIGHT AND AS SHOWN ON DRAWINGS BUT NO GREATER THAN 20 FEET ON CENTER. VERTICAL CONTROL JOINTS SHALL BE CONSTRUCTED AS SHOWN ON THE CONTRACT DRAWINGS. S. CLEANOUTS SHALL BE PROVIDED AT THE BOTTOM COURSE OF EVERY GROUT POUR AT EACH VERTICAL BAR. 7. THE STANDARD WIDTH OF BOTH HORIZONTAL AND VERTICAL MVKIAK JVINIZ, SHALL bE 8. CONCRETE BLOCK CONSTRUCTION SHALL BE RUNNING BOND WITH OPEN ENDED BLOCK. STACK BOND REQUIRES OPEN ENDED BLOCK AT ALL BOND BEAM UNITS. • iu.y ��q &g,ll,ESSlo s,� 5 L WDH MAIN BY 0 z 0 DATE 3,2008 •July CAD FILE Lu 2OD7079-S20.dwg LL Lu JOB NUMBER 16 SHWT 32m0 X. WDH MAIN BY 0 z 0 DATE 3,2008 •July CAD FILE Lu 2OD7079-S20.dwg LL Lu JOB NUMBER 16 SHWT WDH MAIN BY DI DATE 3,2008 •July CAD FILE 2OD7079-S20.dwg JOB NUMBER 1107,514 SHWT 32m0 _ Request for Information 018 AJUCWffRS;CWV vViCt Detailed, RFIs Grouped by RFI Number Request for Information 022 Detailed, RFIs Grouped by RFI Number /--- R�'eq esu t f�nformation 030 S. G q/VOEF7,�,_, C) N !/Vt:. Detailed, RFls Grouped by RFI Number Ir _ i Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-665-8175 Fax: 661-665-8297 Bakersfield, CA 93311 09 Fire Station #14 5815 Mountain Vista Drive Project # 18020 Tel: 661-322-4300 Fax: 661-322-4301 Fire Station Project # 18020 RFI #: 030 Date Created. 3/1912 0 Authored By Bakersfield, CA 93311 n 5815 Mountain Vista Drive Tel: 661-322-4300 Fax: 661-322-4301 Answer Company Answered By Author Company Bakersfield, CA 93311 S.C. Anderson, Inc. Rhonda Shoufler RFI #: 018 Date Created: 2/9/2009 RFI #: 022 Date Created: 2/9/2009 5815 Mountain Vista Dr. Bakersfield, CA 93307 Answer Company Answered By Author Company Authored By Answer Company Answered By Author Company Authored By / Author RFI Number Cornerstone Structural Engineering Dana Hooper S.C. Anderson, Inc. Rhonda Shoufler Cornerstone Structural Engineering Dana Hooper S.C. Anderson, Inc. Rhonda Shoufler Co -Respondent Group 40 Federal Street San Francisco, CA 94107 5815 Mountain Vista Dr. Bakersfield, CA 93307 Group 40 Federal Street 5815 Mountain Vista Dr. Subject Discipline Category Drawing Clarifications g San Francisco, CA 94107 Bakersfield, CA 93307 � 6x8 wood beam to CMU wall Structural Co -Respondent Author RFI Number Co -Respondent Author RFI Number cc: Company Name Contact Name Copies Notes Dennis Hyde Dennis Hyde Construction Subject Discipline Category Subject Discipline Category Question Date Required: 4/212009 Full Bearing Connection Architectural Drawing Clarifications Roof Framing Note #9 Architectural Drawing Clarifications S2.1 Grid lines J and 4 Cc: Company Name Contact Name Copies Notes Cc: Company Name Contact Name Copies Notes Please provide a detail for the connection of the 6x8 wood beam to the CMU wall. Question Date Required: 2/23/2009 Question Date Required: 2/23/2009 Suggestion Plan Sheet S.2.1, Section 4,5 Front Entry Plan Sheet S.2.1, Section Roof Date Answered: How does 3 1/2" x 11 7/8" PSL connect to 6x8 and get full bearing connection? Roof framing Note #9 states "all plywood edges shall be fully blocked typical. The TJI manufacturer request that Z clips Answer Please advise. be used at all blocking. TOIL --�( Suggestion Will Z clips be acceptable? Suggestion ' 0C,7V,eA, . Answer Date Answered: 2/10/2009 ( The PSL sits on top of the 6x8 similar to Detail D/S4.0. Please note that the 4x hip sits on top of the PSL in line with the Answer Date Answered: 2/11/2009 G M 0 x framing. The use of Z clips is acceptable to support the plywood panel edge blocking. Yi 1 gtT F 0 3©� % �t1 � - -30,02 1- Request for Information 019 i' �C, Detailed, RFIs Grouped by RFI Number _ eel Detailed, RFIs Grouped by RFI Number �tt Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-322-4300 Fax: 661-322-4301 Bakersfield, CA 93311 �X *� Fire Station #14 Project # 18020 RFI #: 019 Date Created: 2/9/2009 5815 Mountain Vista Drive Tel: 661-665-8175 Fax: 661-665-8297 .'�lt'�".. X ©�tf Answered B Author Company Authored By Bakersfield, CA 93311 Answer Company y Cornerstone Structural Engineering Dana Hooper S.C. Anderson, Inc. Rhonda Shoufler RFI #: 046 Date Created: 4/23/2009' Yt� Group Answer Company Answered By Author Company Authored By 40 Federal Street 5815 Mountain Vista Dr.IX San Francisco, CA 94107 Bakersfield, CA 93307 Cornerstone Structural Engineering Dana Hooper S.C. Anderson, Inc. Rhonda Shoufler Author RFI Number Group Co -Respondent 40 Federal Street 5815 Mountain Vista Dr. ¢ Dennis Hyde San Francisco, CA 94107 Bakersfield, CA 93307 .t , Subject Discipline Category Co -Respondent Author RFI Number } Framing Architectural Drawing Clarifications Dennis Hyde Construction ti�.3t1 000 �m- Cc: Company Name Contact Name Copies Notes Subject Discipline Category Roof hatch Architectural Drawing Clarifications , �' . �}- �� Question Date Required: 2/23/2009 Cc: Company Name Contact Name Copies Notes 1 Plan Sheet S.2.1, Section 5,G Frame wall low to set joist full bearing, then build wall above? Or ledger and build wall full height? 1 Question Date Required: 5/7/2009 Sheets A4.1 & S2.1 Please advise. Sheet A4.1 locates the roof hatch in the southwest corner of room 118. A 3 1/2" x 11 7/8" PSL and hold down bolt has 1 Suggestion been installed per Sheet S2.1 locating it roughly in the center of the roof hatch opening.11 Would it be acceptable to relocate the PSL and epoxy an anchor bolt in to the CMU wall approximately 16" east to clear C to t crki Answer Date Answered: 2/10/2009 the roof hatch opening? The wall should be stack framed. Please see typical Detail 1/S1.3 for framing/nailing. Suggestion r Answer Date Answered: 4/28/2009 Due to the proximity of the adjacent CMU wall on Line G, it is acceptable to omit the roof to wall tie in question. Please note that this response applies to this roof to wall tie only 1 /' i — b LAVvj . . . . . . . . . . . . AW Request for Information 020 Detailed, RFIs Grouped by RFI Number Fire Station #14 Project # 18020 j 5815 Mountain Vista Drive Tel: 661-322-4300 Fax: 661-322-4301 j Bakersfield, CA 93311 RFI #: 020 Date Created: 2/9/2009 Answer Company Answered By Author Company Authored By Cornerstone Structural Engineering Dana Hooper S.C. Anderson, Inc. Rhonda Shoufler Group 40 Federal Street 5815 Mountain Vista Dr. San Francisco, CA 94107 Bakersfield, CA 93307 Co -Respondent Author RFI Number Dennis Hyde Subject Discipline Category Readouts for Skylights Architectural Drawing Clarifications Cc: Company Name Contact Name Copies Notes Date Required: 2/23/2009 i Question Plan Sheet S2.1, Section 2,3,J,C At skylights we need double TJI or PSC beams for headouts. Please Advise. i Suggestion - Answer Date Answered: 2/10/2009 Please frame around skylights w/ 3 1/2 x 117/8 PSL beams w/Hu hangers. f =1 v w, -T- 6Tf y �M ��;- R,tti c 2Fl (930 - oZ 11 M 3 I METAL DECK ES ? 1. 1Yz" METAL DECK SHALL BE 'AEP SPAN' 22 GAGE HR -36, 2 o EDGE 0 SPANS MINIMUM. SEE ARCH DWGS FOR METAL ROOF DECK FINISH. METAL ECK SA3 2. 1Yz" METAL DECKING FASTENERS SHALL BE #12x3/4" 'TRAXX' j SHEET METAL SCREWS (SMS) BY ITW BUILDER (REF. ICC ER T ---- .J-#3056) AND SHALL BE INSTALLED WITH NEOPRENE WASHERS, I W18x35 ! COL a. SIDE LAP CONNECTION = OVERLAPPING W/ SMS @ 24" OC. b. PARALLEL TO SUPPORT CONNECTION = SMS 0 4" OC. LO u7 C. TRANSVERSE SUPPORT CONNECTION = 6 SMS PER 36" WIDE to x SHEET; ONE AT EACH OVERLAPPING SPLICE & ONE IN EACH ! CIDFLUTE NEAREST CENTERLINE OF PANEL. W18x35 ' i 3. METAL DECK SHALL BEAR A MINIMUM OF 2" ON SUPPORTING rJ 6 MEMBERS. SEE 51,3 & Si.3 4. DECK FLUTES TO RUN PERPENDICULAR TO SUPPORTING MEMBER FOR DETAILS, TTP 1}" METAL DECK UNLESS SHOWN OTHERWISE. a 1 A W18x35 AA ® 51.3 2P 51 `r' S: �\ LO j�� SLOPE DECK x mPER ARCH ©? W18x35 6rf I g TYP HIGH COL 1 54.1 i W18x35-410 I 54.0 S4.0 EDGE OF q - - - - ................ METAL•• -•DECK•-------- LOW _... OW 51 3 __ __ .... .........................._........ ..__. ......_-- - ...._. _......... - ...... ..... .._. - - I B 2x6 @ K ! I I I I I ,. 24 OC f s4.1 .• ..._. ! I °-!� I I I I I r 0 SIM B LOW E I X � I I 154.0 ! $4.1 J HTYP � � �oc�'� I ` � ' J HIGHAA 's':= ! I 1 S4.0 A 6x$ I 1 f I I W16x57 c=1 A ! --------------------------------,_ ......-..,..,__......._ ••.: E H q 54 HIG .1 ::::.; :::>:::>:. ♦ I SIM _.. .- ..._.._ I HDR _.._ --•- B B ....:,.-:..-....., .::::.>♦::;::::.:::,:�::,::: 54.1 __ ...__. - ' ` f D LO, 2x6 C S4.tJ I .._ - .�.. S4.1 ! ! t a 24 OC F, H w< f CU -1 + DS -t1,',.',02 j C1:.. 1350 +125 I 32x11�i PSL @ 6 -0 Y; I D.Q. I "` ���`�,� 54.0 ........--.....- ....--_... `> p 3y2x11 6 PSL 'I f J1 0 24 0 to I TYP U.N.O. ! I I E F F .._. - _1 .:. I I LOW s4.a 54.0 I i I I cj I 54.1 a, .`LOW - LOW - - i -A- 2x4 PONY WALL TYP 3 3 ♦ wir, .� j n I PLY ...SEE NOTE 9 > DR ..- .,... I � , F A E 'H HDR HDR HDR S4.0 B.O. I '. A @j o I z HDR HDR .- �- i HDR R >! HD HDR HDR 1. - R �.... c�a., ...... . «. 54.1 ......_ :.,..,,<:;,>::..::,,>:. I 54.1 z ! .........................:.......::::�.:><>�,,::.::>::�:.:.:.:.:;:�;,:. I LOW 54.1<> 2x6 0 14 I A I 54.1 �,. II I q I SIM OC I 54.0 I - A HI II , 17 P @ 6'-0°' S4. II .... _ I ..::.._. I: ID ........... ....... <I I 5 i LOW I 54.1 I ;J1 _.... �IJ1 @ 24" OC B >� G 54.0 ......... w„>...�,,,......n,....:,...:_:r,•.,,:.�...,w�....... •> ' • .. I I I I I �; •• . �. J� ' � •' 4L u� atrxr �. . A Lls H -- q I vs I >;- 4 'd..l 2 2 0 "€ B HIGH S4.1 `' ` I'I o B I I 54,0 oSIM I I 2 `'x1 tiY GL I I 54.0 - I --„ • � •v ............... •_____ •___••_____•___•_,___ •-_...... ...... :i:.l+w:i::ti;:ii: i>:::�:::}:l>:p:::::•:%yiJ:ps:?:::::v�: �:: :.: . ::':::..}. .. ' .% I I I I - C5 9 '', :1 14x6 KING P - -- I MEMO � j i k --- ............. :. ev.------- ------------ ----- ------ ----• 1 i SL - J 1 0 24 OC " ;r. r------ _--- _..._ ......, . •,:. c..,.,- ..,.. ..-.-....__ - r::.:::_I € ,___. .......... ................... ».... ---_._______._._. ...... .----- d 54.0 CO B D MW 1 %PSL HIGH (7 C u S4.1 5Qe- °S 54,0 ; 6x8*LOW �S4OTYP I QF FRAMING PLAN MOTM: 1. REFER TO GENERAL NOTES & SPECIFICATIONS ON SHEET S1.0. 2. SEE SHEET S1.2, S1.3 & S1.4 FOR TYPICAL FRAMING DETAILS. 3. r +20'-O" INDICATES TOP OF PLYWOOD ELEVATION. 4. INDICATES SIMPSON CMST14 SEISMIC TIE AT LOW ROOF W/ 2 ROWS OF 1 O @ 33?" OC. PROVIDE MIN 46 FLAT BLKG BELOW AS REQ'D. AT SPLICE LOCATIONS, LAP STRAP 30" & PROVIDE 2 ROWS OF 10d @ 1-Y4" OC. 5. SEE ARCHITECTURAL DRAWINGS FOR SIZE & LOCATION OF ROOF OPENINGS. VERIFY OPENINGS W/ MECH DRAWINGS. CONTRACTOR TO INFORM ENGINEER OF ANY OPENINGS GREATER THAN 1'-0" SQ NOT SHOWN ON STRUCTURAL DRAWINGS. 6. CONTRACTOR TO USE SKEWED HANGERS IN LIEU OF HANGER SHOWN AS REQUIRED. 7. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS SHOWN WITH ARCHITECTURAL DRAWINGS AND INFORM BOTH ARCHITECT AND ENGINEER OF ANY CONFLICTING INFORMATION. 8. FIRE SPRINKLER PIPING SHALL NOT BE SUPPORTED BY MEMBERS 6" OR LESS �I'✓� IN DEPTH. DESIGN OF THE ATTACHMENT TO THE SUPPORTING MEMBERS SHALL BE THE RESPONSIBILITY OF THE SPRINKLER INSTALLER. 9, - ROOF PLYWOOD SHALL CONSIST OF l2" CDX PLYWOOD W/ 8d ® 6" OC AT BOUNDARIES AND EDGES, 8d @ 12" OC FIELD NAILING U.N.O. PROVIDE 8d @ 3" OC AT BOUNDARIES & EDGES, 8d @ 12" OC IN FIELD AT GRIDS -tib. ALL PLYWOOD EDGES SHALL BE FULLY BLOCKED TYP. 10. VERIFY SIZE AND LOCATION OF ALL OPENINGS WITH ARCHITECT AND MECHANICAL ENGINEERS. NOTIFY STRUCTURAL ENGINEER IMMEDIATELY OF ANY DISCREPANCIES TYP, UNO. 11. (+1h") INDICATES CAMBER IN GLUE -LAMINATED BEAMS. ALL GLUE -LAMINATED BEAMS SHALL HAVE STANDARD 3500' RADIUS CAMBER UNO. /� 12, ROOF JOISTS SHALL BE BRIDGED EVERY 10 FEET BY SOLID 2X BLOCKING. --------------_...... --- .- •------------- .......... ( A �'/ 1 13. ALL BEAM TO BEAM CONNECTIONS SHALL BE W/ SIMPSON HU HANGERS, UNO. 14. ALL 4x BEAM TO POST CONNECTIONS SHALL BE WITH SIMPSON EPC OR PC POST ........... --------..... .... CAPS UNO. B 15. ALL 6x BEAM OR GL BEAM TO POST CONNECTIONS SHALL BE WITH SIMPSON ECC OR CC COLUMN CAPS, UNO. 16. Ji INDICATES 1136" TJI/L90 JOIST. PSL FRAMING MAY REPLACE TJI FRAMING WHERE TJI COINCIDES W/ PSL BEAMS NOTED ON PLANS. 17. 'HDR' INDICATES WOOD HDR PER i ----------- 51.2 18. I- � � - � - __t- - INDICATES NEW MECHANICAL UNITS ABOVE ROOF. SEE MECHANICAL DRAWINGS. L__ -._J-,-1500# INDICATES MAXIMUM UNIT WEIGHT INCLUDING CURB. 19. THE SIZE LOCATIONS AND ORIENTATIONSNTATIONS OF ALL MECHANICAL UNITS, CURBS, , SLEEPERS AND OPENINGS SHALL BE VERIFIED WITH THE UNIT SUPPLIERS. ANY CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER IMMMEDIATELY. 20. INDICATES SHEARWALL BELOW 21. INDICATES WOOD FRAMING TO BE SELECT STRUCTURAL GRADE, - � 4 T 22. SEE & WHERE WOOD WALL ABUTS CMU WALL. A 51.3 51.4 s4.0 sIM . ---------_---------- --- ---_ � • 2x6 24" OC, TYP A € SIM ,,. „ I ----r- 2x6 ® 24:1 ---------------- ­._ ............... . G) 2x6 0 24' OC, TYP I ................ ...... ........... - .............. ....... .. --,_......._ B ----- __._...._ .. SIM S4 OC, TYP Zv` ':,:KING >:; v ;;:POST V2x11 PSL - B x _S4.0 SIM J1 9 24" OC t _J g: V2x11 PSL 46 KING POST G • Q TTP s4.a L:J C 1 54.0 A 1 I I S4.0 SIM i HIGOM ROOF FRAMING PLAN I ! I Y$ff-i f-©ff ROOF FRAMING PLAN Ya"_ 1 f -o„ THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL RE THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF S BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION' ANY WORK OR PROJECT OTHERTHAN THE SPECIFIC PRO. FOR WHICH THEY HAVE SEEN PREPARED AND DEVELOPED W€TM THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT THESE DRAWINGS OR SPECIFICATIONS SHAU-CONSTITUTE CONCLI EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUSMITU THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL HE CONSIDERED A WAIVER OF RPM DESIGN GROUP'S RIG RRM DESIGN GROUP COPYRIGHT 2( FIRM is a California Coroorab t IM 0 - ]�x3 J� ' � •' 4L u� atrxr �. . A Lls H 4 'd..l fFU�d.:9F 0 "€ • of .% C5 9 u.2 :1 .x I MEMO � 4 k co C5 € d ]�x3 J� ' � •' 4L u� atrxr �. . A Lls H 4 'd..l fFU�d.:9F Question Date Required: 11112009 Sheets A5.1 & A5.2 depict sloped stone veneer at the multiple locations of the building. This is represented in Details 12 & 24/A-9.2. However, structural details on Sheet S3.0 (AD,E) do not represent the sloped installation. Please provide structural details showing looting extension requirements. Suggestion Answer Date Answered: 53,n 2oJlh� pe, 46"Ot, .. Jr L5, P�-Ii V F V_ v rx ' J 1-4 X& 7 e W/S Idl kJo 4 LF�"' pPi •Y•o� Request for Information 007 Detailed, RFis Grouped by RFI Number Fire Station #14 Project# 18020 5815 Mountain Vista Drive Tel: 601-322-4300 Fax: 661-322-4301 Bakersfield , CA 93307 RFI #.* 007 Date Created; 1211812008 Answer Company Answered By Author Company Authored By S.C. Anderson, Inc. Rhonda Shouffer 1006 Baker St. Bakersfield, CA 93306 I. Co -Respondent Author RFI Number O'Neal RFI #1 Subject Discipline Category Sloped Stone Veneer Structural Drawing Clarifications Cc: Company Name Contact Name Copies Notes Question Date Required: 11112009 Sheets A5.1 & A5.2 depict sloped stone veneer at the multiple locations of the building. This is represented in Details 12 & 24/A-9.2. However, structural details on Sheet S3.0 (AD,E) do not represent the sloped installation. Please provide structural details showing looting extension requirements. Suggestion Answer Date Answered: 53,n 2oJlh� pe, 46"Ot, .. Jr L5, P�-Ii V F V_ v rx ' J 1-4 X& 7 e W/S Idl kJo 4 LF�"' pPi •Y•o� #4 CONT #4 CONT SEE S3,0 FOR WALL &FTG DETAILS NOT NOTE FACE OF PLY 11 iii FACE OF PLY „ FACE OF CONC , 11� 11° ' FACE OF CURB ' 8 CONC BLOCK _ #6 VERTICAL 0 16» OC ■ k-Iq �-o 0 y'v WALL FILL ALL BEYOND CELLS w/ GROUT � CENTERED IN WALL I� AB PER SHEARWALL 5CHEQ #5 IN HORIZ. BOND BEAM UNITS t ADD'L PLY & WALL EN STONE VENEER 0 24" OG LAP 2'-0" AROUND SHEARWALL WHERE OCCURS 2 f' SQL AB PER ,> AS OCCURS CORNERS AND C� SPLICES -TIE PER PLAN PT SILL PLATE PER PLAN N PROVIDE DOWELS 'p VERT BAR C� 4'-0" 0C 3x PT SILL W/ �'s°'O AB -0 CURB STONE VENEER L— TO MATCH-� PER SHEARWALL SCHEDULE SHEARWALL �'-6" BEARING WALL AS OCCURS PER PLAN REINFATWALL L �- LAP PER SCHEDULE (-- 0 ,) #4 � c 18 Oc PER PLAN OPENINGS BEAM SLAB SECTION b 1 1 _ a 5 DOWELS #5 C� 18 OC SLAB ON GRADE & LOCATIONS, ETC � # ) » �— SEE PLAN v WALL `� SLAB ON GRADE & CSD 2-8" OG WALL EN REINF PER PLAN �"'- EN 2f-6)) LAP J REINF PER PLAN SEE A AT I ELEV = 0'-0" #5 CONT i 11■ S3 0 iO - _ 4 ® * ' "' s:2;. F '.::<� r.:. ` : 'w:.• !! ,,�..-....., I I STONE VENEERall Cw „4;. I .7; ..._•- , . ;'::` i^:'+.-'v;Cs.n '^.';. 'sr'%r".'.c`•1;*9;,'.'-, ' -, ..-4s;;s ry''w^�:q =;y.,; i,:,..?;'rti: '--•� . .fir a .c g'. .tv :, ,%(•,.j •k Y.: "rr..., "59 u•�: t aX` �� S'8 k;, •�-[3y'C' r..uaY� `[ ® r•__: �};, �•1��� `t T }F .' `},-t$w���l����� g,,�„'-_f"61��i'. ~.,f • �..f A •-'�� r 1._._.F E !—: i—.....: 1 F _•• _, I ��Crx , w. � �'�..;. —t i i �; • 0 • ...—., i ' — g k tµ:..I E 1..... a ]— 14— I,.__, 1- It I 1 ... , 3 - 1 ..I i m- rr _a- :-:. F i l ! i : i -I :. - i:....' 3 6 G » TOP &BOTTOM ■ i }° #3 0 32 OC t- #4 ® 1$ aG #4 @ 18" OC 2-#5 CONT, — 2-#5 CONT, C-.;•. PROVIDE CONC TOP & BOT TOP & BOT 3» GLR VENEER SUPPORT AT ;� v SEE PLAN v PER PLAN SEE PLAN SECTION SECTION SECTION SECTION 3/4"-1'-0" 3/4"=1'-0" 3/4"— •—fl" WALL & FTG �2 D WALL BEYOND SEE Q FOR STONE VENEER ,) 'r 4' i f c'. ' -- - ! - -- S . , ' ROIR - FOOTING S3.0 ` i - �..,..,:....._ .> DETAILS NOT NOTE© #5 VERTICAL C� 16 OC <.. _ . _,.. ___.. - ,„ OY r, 8 CONC BLOCK WALL FILL -N _,: ":(:.::',I• 'y�: �.,:I--., E i 12" CONC BLOCK #5 IN HORIZ. BOND BEAM UNITS `` "�L'- r=:�;� ` ; ' ��' SEE 53 0 FOR ( ALL CELLS W1 GROUT WALL FILL ALL » , ` C� 24 OC LAP 2'-0" AROUND :?�:-•-.:-'-�----------------__....->' CELLS W/ GROUT «•- CORNERS AND @ SPLICES - TIE - ::-- :�... �::�� % �:: -- � 'PP DETAILS NOT NOTED L )) VERT BAR .� 4 -Q OG 2'-0"x2'-0" Yz EXPANSION �i = f= ' - - ✓ I ✓ ��, , JrK 1,�,) M'; : L Ct, ?- (_, / -.� _ __-_ �___:._.__Lf - ~ ..,LL PLAN' � I �L EXPANSION JOINT FILLER JOINT FILLER-.- LAP PER SCHEDULE 8 SLAB ON GRADE . #5 DOWELS::w�__ _ SLOPE TO �- 1 ��,- ,. 5)> SLAB 2'-8" LAP, TYP 0 2 -8 OC SLAB SECTION SL'I=PE T'-- % DRAIN 5EE PLAN J;',i�< �i � i � f i (% SLOPE TO DRAIN � � #5 C� 18" OC ON GRADE 5 DOWELS �-- (� _ - ELEV — ELEV = - OF—LIr ___ i+`�% f ) f)� TYP _ 0'.. O I _ 1•di 91 VA y x MAX & VARIES _ — - f _.__ _____ ---_._ _.. _._. -_ .. _. — 0 -0 MAX &VARIES S.A.D. <" _ _'9„ _-_< MAX & VARIES, S.A.D. •I• e t: 'i t•• t r 1 �t r7 c c r. . n r r 1 � APRON �"�, •'� •'� _.. .,.-, :, ,;;,.•. .,-. SLAB SEE % t• _ -{_ _ - __.. «- _ t:��:.,.s. _ 1 _ ; = CIVIL DRWGS _ \ SLAB SECTION ii 6--#6 CONT �� 1� --- SEE PLAN 2 # CONT TYP 16" OC �r'- �: w�` - 1� 1 APRON SLAB, . I . TOP & BOT `` -f ,• - �- #4 © ® I 1 i SEE CIVIL 24'° OC ' i DRWGS I �� EI I �_� ICONT TOP & BOTTOM # 3 Civ l --.----•_-- �+ h ® ■ O r 3" CLR 5r #5 CONT r ()R yrs f..t: 3" CLR ,-a°%i" 3l `:�:'T`t'• "' ;i ti'..• F -A.0 i:_ �. %��i iii;:NG t7''`�:--�;!,-)N + 7t;J � � J,G,» 0G TOP &BOT I) SEE PLAN �0-2.13 5EE PLAN SEE PLAN SECTION SECTION F SECTION SECTION rH 3/4"-1'-0" 3/4"_"1'""p" 3.3i4>-1)_ p" 3/4"-1'-0" ■ A D SEE 53.0 & 53.0 FOR BEAM ABOVE - DETAILS NOT NOTED FACE OF PLY HSS COL CL = FOOTING STONE SHEARWALL VENEER & PER PLAN HSS 8x8 COL SAD. CAP AS PER PLAN l OCCURS _ _ 2-#5 0 TOP WALL EN I ,,,t, r OF WALL, TYPAn ,. : , :.t.1vt u w r S.A.D. I 1)) 1» [— -' ;' T ` .[.-..-E €; A` I BASE 1" W/'4»0 NIGH ( TYP_ j TYP #4 TOTAL 2, �.. 6x POST PER PLAN STRENGTH ALL -THREAD RODS ! I -�-1& W CBQ POST BASE ................................... J I EA WAY / ttt EXP JOINT" FILLER " WASHER %"x3"x0`-3" . , d 8" CONC 1X NON -SHRINK GROUT I WELD IN PLACE AFTER S.A.D. _- _...` -- I COLUMN ERECTION THUSLY: - - BLOCK, TYP I- S,A.D, FOR PROVIDE LEVELING I I I N #5 L@ 16» OC, TYP APRON SLAB,2x4 STUDWALL W/ >•, �� V 0 �- WALL FURRING NUTS 0 BASE �, TYP I - SEE CIVIL DRWGS #4 TOTAL. 3 EA WAY 2x PT SILL & WO r"` )> #4 CONT AB @ 32" OC 3" WEEP 24" OC 1 ter. . 8, CON' BLOCK HOLES I _I - I •s, SITE SLAB BY OTHERS CEJ �y 48" OC [ _ IL 1 _ o ` -- ? 4" CONC STAB W ;=-7 `I I 11 r_ F=Y^,i < �t;,-. 6X6 W4.OxW4.0 WWF , r ; .Yt Ga' H.- r .$ .- C� MID DEPTHr 11 kl I T i "p ............... �r `» .............. CIDi WAY OP V #4 TOTAL 3 EA -C = �I ` ` &BOTTOM SIDE @ PERIMETER CAD I ®p ®� 3-#5 EA WAY O O O • 6» �c� « ac #4x4'-0", TYP SEE PLAN U SEE PLAN V�� ' ' SEE PLAN rZ SECTIONDETAIL T' 3%4"•=1'-0" 3.! 3/4"_1 `.,..0" 3/4"=1'_p" THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL R THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF S BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WI ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJE FOR WHICH THEY HAVE SEEN PREPARED AND DEVELOPED WITHO THE WRITTEN CONSENT OF RRM DESIGN GROUP. VfSUALGONTACT THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCWS EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL F THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL N BE CONSIDERED A WAIVER OF FIRM DESIGN GROUP'S RIGHT . RRM DESIGN GROUP COPYRIGHT 200 RRM is a California Corporati®' �G! ■ wIT' imp No. x.33 Lu EXP. 1 uj v ; 0f CL �• / 0 0 a N Q) 0) w Lu 7:; m U a as 0.0-0 4n o a ar '0"'0 a u t2 k?May ;+ C) T x '` IT ■ imp uj ij LL I Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-322-4300 Fax: 661-322-4301 Bakersfield, CA 93311 RFI #: 017 Date Created: 2/9/2009 Answer Company Answered By Author Company Authored By Cornerstone Structural Engineering Dana Hooper S.C. Anderson, Inc. Rhonda Shoufler Group 40 Federal Street 5815 Mountain Vista Dr. San Francisco, CA 94107 Bakersfield, CA 93307 Co -Respondent Author RFI Number Dennis Hyde Subject Discipline Category Shear Wall Connection Architectural Drawing Clarifications Cc: Company Name Contact Name Copies Notes Question Date Required: 2/23/2009 Plan Sheet S2.1, Section E,6 F Detail S4.0 F at shear wall connection. We would like to build wall to bottom of TJI sheathing. There is no detail on 2x12 connection to TJI. Suggestion Date Answered: 2/10/2009 Answer The 2x blocking should be nailed per the typical detail sheet S1.2, minimum nailing schedule, No. 11 (3 - 8d toenails) eft •Y•0% THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AN ARRANGEMENTS REPRESENTED THERFEKY ARE AND SHALL REMAI THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJE FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHO -I THE WRITTEN CONSENT OF FM DESIGN GROUP. VISUAL CONTACT W THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUS CADENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NJ BE C-ONSIDEREJDAWAVER OF RM DESIGN GROUP'S RIGHT RRIVI DESIGN GROUP COPYRIGHT 200 RRIVI is a California Cormporatio LEON JATE July 3, 2008 CAD FILE tai td JOB NUMBER I 107514 Ell) CTn LLJ No. rn wEXP. JAIr 7*RU 0cc: — OF CN rboec: 2 Lu deo to u 0 '0 0: cvI p.,o Ln u ci:; rz�2 X vo, � . � LEON JATE July 3, 2008 CAD FILE tai td JOB NUMBER I 107514 E in c 0 z C) E 8 U) CL 11 < 0 Imi LL. PA6 C) 19 0 0 uj co c'T LO its O CD ti LEON JATE July 3, 2008 CAD FILE tai td JOB NUMBER I 107514 0 z C) U) N6 Imi LL. PA6 C) 19 LL uj LEON JATE July 3, 2008 CAD FILE tai td JOB NUMBER I 107514 SEE S4 Q FOR DETAILS NOT NOT E\D 2x JOIST PER PLAN € ROOF PLY ROOF EN SRO EN r ------------------------- ------------------------ 4x8 NAILER W/ %" 0 AB — 0 32" OC COUNTERSUNK W/ 8" EMBED -SOFFIT FRAMING PER ARCH 8" CMU WALL 2x FASCIA PER PLAN { CMU WALL j PER PLAN 12'-0" MIN „ PSL 2 -ROWS BLKG ROOF EN {a{ooaskk ----- - — fakaaaDkf �__SIMPSON CN PHD6 0 6'-0" COUPLER W/ %" 0 -- 2-#5 CONT THREADED ROD @ TOP OF WALL %"0 THREADED TJI PER PLAN ROD W/ DBL NUTS SEE 54D FOR DETAILS NOT NOTED At .— ROOF EN ' 2x JOIST PER PLAN ROOF PLY -1 ROOF EN -� --------------------- -- 4x12 NAILER W/" 0 AB 0 32" OC COUNTERSUNK W/ 8" EMBED (4x8 @ 8" CMU) 2-#5 CONT 2x FASCIA @ TOP OF WALL SECTION A SECTION a PROVIDE ROOF EN AT BLKG ROOF EN 12'-0" MIN ROOF PLY go. -1-4P I .... I #4 CONT @ AB97 7!;A PHD & THREADED on- , 3Y PSL BLKG ZTJI JOIST ROD 0 6'-0" OC PER PLAN PER A 3Y2 LEDGER W/�„ 54.1 AB @ 32" OC SECTION 3/4"=1'-0" SYM M ETRY € LS50 NS & FS 6x PER PLAN NOTCH NAILER @ RIDGE 0 !11112� SEE 54 0 FOR /"--DETAILS NOT NOTED 6x TRANSITION NAILER NAILER TO 3x 0 PONY WALL R", TYP HSS 6x6 PER PLAN TYP Y4 STRAP R. Y4"x3" w/ 2-%"o MB 6x POST SECTION 4 �d- FACE OF STUD = FACE OF CMU 2x SILL W/ Y4x4Y2- SDS SCREWS PER SCHED ROOF EN 8" CMU WALL PER PLAN PROVIDE 2 ROWS ROOF EN FULL LENGTH OF 33`2" PSL — aakaeaomm PHD6 W/ %" TJI OR 3Y2" PSL THREADED ROD @ PER PLAN AS ',- OC, ALIGN OCCURS W/ MIT W L PER PLAN HANGER BL NUTS 12" CMU WALL PER PLAN �i SEE S41 FOR DETAILS NOT NOTED SHEARWALL PER PLAN -WALL EN PROVIDE 2 ROOF PLY ROWS ROOF EN AT PHD/PSL ^^^^ @ a D W 0 0 D k p CPHD, THREADED ROD & PSL BEAM AS OCCURS. TJI OR --AY2" PSL PER PLAN 3/4"=1'-0" a �� �-`�`�,,,,,--�••.,-...www.-'"" ��- ,,sem Request for Information 021 Detailed, RFls Grouped by RFI Number Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-322-4300 Fax: 661-322-4301 RtIIrcrefiolri rA A3311 - TJI JOIST --J RIP NAILER - PER PLAN FROM 4x10 TO MATCH WALL WIDTH 8" CMU WALL PER PLAN W/ 2 ROWS OF 1Od @ROOF ENCCMST12xl2'-O" OC @ BLKG _--'�'-' 3Y2"x 11 %" BLKG 0 6'-0" OC, TYP -- MIT HANGER SEE 54.1 FOR DETAILS NOT NOTED .■. PER PLAN DBL . #4 CONT CSD AB, TYP SECTION C SECTION a PROVIDE Ya" GAP ROOF EN ROOF PLY BETWEEN PLY & WF SHAPED 2x6 BLKG W/ 16d ® 6" OC W1 6x W/ FULL' DEPTH:!h" PSL NAI LERS \---TJI PER PLAN W/ HU HANGER & WEB BLKG, TYP 2-%" (0 MB S+ 0 1'-0" OC ��.rR� Request for Information 044R CMU WALL PER PLAN iiiA PROVIDE 2 ROWS ROOF EN FULL ROOF PLYC - __ --I LENGTH OF Vk" PSL sspkaDafa -^—^ �aDsa{kakD --PHD6 W/ %" 0 TJI W/ WEB BLKG THREADED ROD 0 OR PSL PER PLAN 6'-0" OC, ALIGN W/ MIT HANGER W/ PSL PER PLAN 3x LEDGER W/ �4" AB @ 32" OC WALL = ANCHOR BOLT € PROVIDE 2-#5 ADJACENT TO BEAM W16x BEAM I PER PLAN WF —FILL VOID W/ DRYPACK AFTER ERECTION 40 BASE i Detailed, RFIs Grouped by RFI Number I Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-665-8175 Fax: 661-665-8297 Bakersfield, CA 93311 RFI #: 044R Date Created: 4/22/2009 Answer Company Answered By Author Company Authored By i Cornerstone Structural Engineering Dana Hooper S.C. Anderson, Inc. Rhonda Shoufler i X Group 40 Federal Street 5815 Mountain Vista Dr.^ LL x San Francisco, CA 94107 Bakersfield, CA 93307 Co -Respondent Author RFI Number A- Mike Owen #21 Subject Discipline Category is Beam Seat Structural Field Condition" ' Cc: Company Name Contact Name Copies Notes Question Date Required: 5/4/2009" Per SCA RFI#044 response. s We will add 4" to each beam above the apparatus bay by trimming 8" from the beam and adding 12" to comply with code. Third a ns d the WPS. Third party inspection will include ultrasonic party inspector has reviewed the sketch below and a`t I. weld inspection. The end plates and base plates will be per shop drawing. f See attached drawing & welding procedure specs. Suggestion �...�...w...:,�:�,..,:�,.,.. ,�,.�.....� Answer Date Answered: 4/22/2009 The attached detail is acceptable for extending the WF beam. Please note that the third party inspector must be Krazan and should be on site during the entire welding operation. � Note: Contractor to verify that nailer bolts do not conflict with framing attachment. Notify Architect of any needed modifications. 3 v Date Created: 2/9/2009 RFI #: 021 Answer Company Answered By Author Company Authored By Cornerstone Structural Engineering Dana Hooper S.C. Anderson, Inc. Rhonda Shoufler Group 40 Federal Street 5815 Mountain Vista Dr. San Francisco, CA 94107 Bakersfield, CA 93307 Co -Respondent Author RFI Number Dennis Hyde Subject Discipline Category Ledger Connection Architectural Drawing Clarifications Cc: Company Name Contact Name Copies Notes Date Required: 2/23/2009 Question Plan Sheet S4.1, Section S4.1 B It does not show ledger connection from overhang to CMU wall. Could we use Titen Hex Head 1/4" x 3 1/2", 24" O.C? Or J Bolts? Please Advise. Suggestion Date Answered: 2/10/2009 Answer Either the Titens or the J Bolts are acceptable for the soffit ledger to CMU connection. TJI JOIST --J RIP NAILER - PER PLAN FROM 4x10 TO MATCH WALL WIDTH 8" CMU WALL PER PLAN W/ 2 ROWS OF 1Od @ROOF ENCCMST12xl2'-O" OC @ BLKG _--'�'-' 3Y2"x 11 %" BLKG 0 6'-0" OC, TYP -- MIT HANGER SEE 54.1 FOR DETAILS NOT NOTED .■. PER PLAN DBL . #4 CONT CSD AB, TYP SECTION C SECTION a PROVIDE Ya" GAP ROOF EN ROOF PLY BETWEEN PLY & WF SHAPED 2x6 BLKG W/ 16d ® 6" OC W1 6x W/ FULL' DEPTH:!h" PSL NAI LERS \---TJI PER PLAN W/ HU HANGER & WEB BLKG, TYP 2-%" (0 MB S+ 0 1'-0" OC ��.rR� Request for Information 044R CMU WALL PER PLAN iiiA PROVIDE 2 ROWS ROOF EN FULL ROOF PLYC - __ --I LENGTH OF Vk" PSL sspkaDafa -^—^ �aDsa{kakD --PHD6 W/ %" 0 TJI W/ WEB BLKG THREADED ROD 0 OR PSL PER PLAN 6'-0" OC, ALIGN W/ MIT HANGER W/ PSL PER PLAN 3x LEDGER W/ �4" AB @ 32" OC WALL = ANCHOR BOLT € PROVIDE 2-#5 ADJACENT TO BEAM W16x BEAM I PER PLAN WF —FILL VOID W/ DRYPACK AFTER ERECTION 40 BASE i Detailed, RFIs Grouped by RFI Number I Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-665-8175 Fax: 661-665-8297 Bakersfield, CA 93311 RFI #: 044R Date Created: 4/22/2009 Answer Company Answered By Author Company Authored By i Cornerstone Structural Engineering Dana Hooper S.C. Anderson, Inc. Rhonda Shoufler i X Group 40 Federal Street 5815 Mountain Vista Dr.^ LL x San Francisco, CA 94107 Bakersfield, CA 93307 Co -Respondent Author RFI Number A- Mike Owen #21 Subject Discipline Category is Beam Seat Structural Field Condition" ' Cc: Company Name Contact Name Copies Notes Question Date Required: 5/4/2009" Per SCA RFI#044 response. s We will add 4" to each beam above the apparatus bay by trimming 8" from the beam and adding 12" to comply with code. Third a ns d the WPS. Third party inspection will include ultrasonic party inspector has reviewed the sketch below and a`t I. weld inspection. The end plates and base plates will be per shop drawing. f See attached drawing & welding procedure specs. Suggestion �...�...w...:,�:�,..,:�,.,.. ,�,.�.....� Answer Date Answered: 4/22/2009 The attached detail is acceptable for extending the WF beam. Please note that the third party inspector must be Krazan and should be on site during the entire welding operation. � Note: Contractor to verify that nailer bolts do not conflict with framing attachment. Notify Architect of any needed modifications. 3 v 1 HVACLEGEND A ADS gij V I f < I %" 3% 1 CEILING SUPPLY A/C CEILING RETURN ABV CEILING EXHAUST AFF SIDEWALL REGISTER, GRILLE OR LOUVER ALUM DUCT (RECTANGULAR) ARCH DUCT (ROUND) 24x12L LINED DUCTWORK BHP TURNING VANE BLDG FLEXIBLE DUCT FC FLEXIBLE CONNECTION VD MANUAL AIR VOLUME DAMPER CAP OUTSIDE AIR INTAKE CD MIN. CFM RS REMOTE SENSOR CFM ROOM THERMOSTAT - SUBSCRIPT CONN INDICATES UNIT CONTROLLED S ON/OFF SWITCH OR TEMPERATURE SENSOR FSC FAN SPEED CONTROL DSD DUCT SMOKE DETECTOR DIA DIAMETER CEF CEILING EXHAUST FAN A ADS gij V I f < I %" 3% 1 r(1 ow UU-1 UAIKI€� KLYUI iib I JU 1 14 R --410A Notes: 1. Provide with multi connection piping kit, MAKE A/C AIR CONDITION(-ING,-ED) ABV ABOVE AFF ABOVE FINISHED FLOOR ALUM ALUMINUM ARCH ARCHITECTURAL ARI AMERICAN REFRIGERATION INSTITUTE BHP BRAKE HORSE POWER BLDG BUILDING BTUH BRITISH THERMAL UNIT/ HOUR CA COMBUSTION AIR CAP CAPACITY CD CONDENSATE DRAIN CFD CEILING FIRE DAMPER CFM CUBIC FEET PER MINUTE CONN CONNECTION CSE CALIFORNIA SEASONAL EFFICIENCY DB DRY BULB (TEMPERATURE) DET DETAIL DN DOWN (E) EXISTING EA EXHAUST AIR EC ELECTRICAL CONTRACTOR EDB ENTERING DRY BULB EER ENERGY EFFICIENCY RATIO ELEC ELECTRICAL ESP EXTERNAL STATIC PRESSURE EWB ENTERING WET BULB FA FACE AREA FC FLEXIBLE CONNECTION FD FIRE DAMPER FLA FULL LOAD AMP FPM FEET PER MINUTE FSC FAN SPEED CONTROL GA GAGE OR GAUGE r(1 ow UU-1 UAIKI€� KLYUI iib I JU 1 14 R --410A Notes: 1. Provide with multi connection piping kit, MAKE GALV GALVANIZED GPM GALLONS PER MINUTE HP HORSEPOWER LBS POUNDS MBH BTU PER HOUR (THOUSAND) MC MECHANICAL CONTRACTOR MFA MAXIMUM FUSE AMPS MFGR MANUFACTURE OR MANUFACTURER MU/MUA MAKE UP AIR (N) NEW NOM NOMINAL NTS NOT TO SCALE OA OUTSIDE AIR OAI OUTSIDE AIR INTAKE OBD OPPOSED BLADE DAMPER OSA OFFICE OF THE STATE ARCHITECT PSI POUNDS PER SQUARE INCH RA RETURN AIR RM ROOM RND ROUND SA SUPPLY AIR SEER SEASONAL ENERGY EFFICIENCY SHT SHEET SOV SHUT OFF VALVE SP STATIC PRESSURE SQ SQUARE SS STAINLESS STEEL SSE STEADY STATE EFFICIENCY TYP TYPICAL TXV THERMAL EXPANSION VALVE UON UNLESS OTHERWISE NOTED VD VOLUME DAMPER WB WET BULB TEMPERATURE WFD WALL FIRE DAMPER WT WEIGHT r(1 ow UU-1 UAIKI€� KLYUI iib I JU 1 14 R --410A Notes: 1. Provide with multi connection piping kit, Notes: 1. Provide with internal condensate pump. 2. Indoor unit is powered by outdoor unit. 3. Provide with manufacturers IR remote with lockin2 wall mount. ""A" U INFRARED RAU"11A'1'\JT HE&TER SCHELD"U'LE .�f NOTES 1,2 ARK MAKE MODEL VArK"h1ArD`LE RE FRIGO'k E RANT FLU00"M FAN" C"U"IL ZS"COCIED"IULE IGNI GIST MOUNTING 29(0 LU Z REMARKS July 3, 2008 FA ELECTRICAL DATA I PERF LTA S) AK LNOM MOUNTING ESPPOWER REZNOR RIHN-30 HIGH --INTENSITY CPT.MARK T REMARKS I NOTE 3 NOTE 1, 2 IRH-119.2 REZNOR TONS E HIGH-INTENSITY CA FA 120-1-60 SPARK 30 NOTE 3 u x NOTE 1, 2 Notes: 1. Provide with Honeywell TB775A1009 digital thermostat. a • ,. DS -110 DAIKIN FXAQ07MVJU Y2 HIGH WALL 260 40 NA 248/230-1-60 15 0.3 7500 8500 25 R --410A NOTE 2 DS -111 DAIKIN FXAQ07MVJU Y2 HIGH WALL 260 40 NA 208/230-1-60 15 0.3 7500 8500 25 R -410A NOTE 2 DS -112 DAIKIN FXA007MVJU Y2 HIGH WALL 260 40 NA 208/230-1-60 15 0.3 75003 8500 25 R -410A NOTE 2 DS -120 DAIKIN FXFQ36MVJU 3 CEILING CASSETTE 990 90 NA 248/230-1-60 15 1.2 36,000 40,0030 75 R -410A NOTE 2 FC -104 DAIKIN FXSQ36MVJU 3 CONCEALED DUCTED FAN COIL 950 (0.3) 0.55 208/230-1-60 15 1.8 36,000 40,000 125 R --410A NOTE 1, 2 FC -109 DAIKIN FXSQ24MVJU 2 CONCEALED DUCTED FAN COIL 700 (0.3 0.55 )FC 208/230-1-60 15 24,000 27,000 100 R-41 OA NOTE 1, 2 -115 DAIKIN FXSQ24MVJU 2 CONCEALED DUCTED FAN COIL 700 (0.3) 0.55 208/230-1-60 ]1.4 15 24,000 27,000 100 R-41 OA NOTE 1, 2 FC -116 DAIKIN FXSQ24MVJU 2 CONCERN D DUCTED 700 (0.3) 0.55 208/230-1-60 15 1.4 24,000 27,000 100 R -410A NOTE 1, 2 Notes: 1. Provide with KRCS01--1 remote sensor kit. Remove sensor to be mounted on the wall next to thermostat of the associated unit. Remove the thermistor provided with the fan coil and wire the remote sensor to the fan coil per the manufacturers directions. 2. Provide with BR2A71 simplified 7 day programable controller. 3. Provide with access panel, screening door and air suction flange. BRANCH 0r%ELEG`%T00*%R Bf0%A'0f'%UtiEU I ULE ELECTRICAL DATA MARK MAKE EL VEGHT RMARKS POWER WATrSA BS -1103 DAIKIN BSVQ36PVJU 208/230-1-60 5 15 30 - BS -111 DAIKIN BSVQ36PVJU 208/230-1-60 5 15 30 - BS -112 DAIKIN BSVQ36PVJU 208/230-1-60 5 15 30 - BS -120 DAIKIN BSVQ36PVJU 208/230-1-60 5 15 30 - BS -104 DAIKIN BSVQ36PVJU 208/230--1--60 5 15 30 - BS -109 DAIKIN BSVQ36PVJU 208/230-1-60 5 15 30 - BS -115 DAIKIN BSVQ36PVJU 208/230-1--60 5 15 30 - BS -116 DAIKIN BSVQ36PVJU 208/230-1-603 5 15 30 - Notes: 1. Provide with internal condensate pump. 2. Indoor unit is powered by outdoor unit. 3. Provide with manufacturers IR remote with lockin2 wall mount. ""A" U INFRARED RAU"11A'1'\JT HE&TER SCHELD"U'LE .�f NOTES 1,2 ARK MAKE MODEL TYPE INPUT POWER IGNI GIST MOUNTING 29(0 LU Z REMARKS July 3, 2008 r" CAD FILE 07183M1,dwg LTA S) HEIGHT UJi ce:.. IRH-119.1 REZNOR RIHN-30 HIGH --INTENSITY 30,000 120-1-60 SPARK 30 NOTE 3 NOTE 1, 2 IRH-119.2 REZNOR RIHN-30 HIGH-INTENSITY 30,000 120-1-60 SPARK 30 NOTE 3 u x NOTE 1, 2 Notes: 1. Provide with Honeywell TB775A1009 digital thermostat. a • ,. 2. Provide with chain mounting kit and heat deflector shield. 3. Mount so that top clearance is 36". _ � r 1 INTAKFE HOU'D Su"HELDRULE MARK AK CEL E CAT THROAT AREA CFM S LCCA -m- ACCESSORIES TREMARKS ZEFr2 S TAMUR A S QJ DRQ DAMP CURB IH -119.1 GREENHECK FHI HOODED 18x26 3.25 1750 0.05 542.6 YES YES YES 75 - iH-119.2 GREENHECK FHI HOODED 18x26 3.25 1750 0.05 542.6 YES YES YES 75 - IH -109 GREENHECK GRSI SPUN ALUMINUM 8"0 0.37 175 0.03 472.9 YES YES YES 10 - MECHANICAL - GENERAL NOTES All work shall complywith current adopted state and local codes including CMC, CBC, CPC, and all applicable Califoria Title -24 requirements. p . Fumish all labor, materials, transportation, and perform all required operations to provide complete and operable mechanical system, in accordance with the full intent and meaning of the drawings and specifications. All locations of ductwork and equipment are shown diagrammatically. Adhere to locations as closely as possible, vary runs or shape of ductwork as required to meet structural- and other interferences as required by the Architect. Duct dimensions shown are internal. All duct shall be fabricated and installed per Chapter 6, CMC. THE INCLUDED DRAWINGB, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION Wr H The contractor shall submit shop drawings and catalog sheets to the Architect of all mechanical ANYWORKORP#20JECT OTHER THAN THE SPECIFIC FftO.IECT equipment items for approval. FOR WHICH THEY HAVE SEEN PREPARED AND DEVEL.OPEDWITHOUT THE WRMEN CMSENT OF RIM DESIGN GROUP, VISUAL CONTACT WITH THESE ORAWINWORSPECIFICATIONS SHALL CONSTITUTE COW LUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUSMRTALOF THESE DOCUIVENTS FOR PUBLIC AGENCY REVIEW SHALL NOT All equipment shall be Installed with sufficient access to controls, filters, electric motors, etc. BE CONSIDERED AWAIVER OFRRM DESIGN GRPUP'SRIGHTS, Contractors shall provide access to panels where required. RRM DESIGN GROUP COPYRIGHT 2007 RRM is� California Corporation Mechanical Contractor shall coordinate all air terminals with reflected ceiling plan and all ductwork locations with work of other trades before proceeding with fabrication.,y EER�f The Mechanical Contractor shall coordinate with general contractor for access to all dampers, equipment, as well as platform and curb locations, and shall make oil platforms and curbs level. a� o 4qZ z Control wiring shall be in electrical conduit. If conduit is subject to physical damage use rigidOA , '` o conduit. If wiring is in a concealed air plenum use plenum rated electrical conduit. a 15191 �Q .ugQJ `14 m C_ C11 v (D ® � `�'� s, Leri Lin � &� LA On -C`�w'�' a1/1©UU_M 45... PROJECT MANAGER P a UJ BY 29(0 LU Z T July 3, 2008 r" CAD FILE 07183M1,dwg © F -- UJi ce:.. �E LU ti LL 1b.4, Act MIA LIJ .; LL u x U. a r � a • ,. _ � r 1 , 45... PROJECT MANAGER UJ BY 29(0 LU Z T July 3, 2008 r" CAD FILE 07183M1,dwg © F -- UJi ce:.. �E LU ti LL 1b.4, Act MIA LIJ .; LL I U. ,. PROJECT MANAGER DRAWN BYCHECKED BY DATE July 3, 2008 CAD FILE 07183M1,dwg © F -- JOB NUMBER SHEET 1b.4, Act MIA m "\, \�e"\0 THE INCLUDED DRAWINGS. SPECEFIC4TION3,IDEAS, DESIGNS ANA ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RW DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANYWORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPEO WITHOUT THE WRM'EN CONSENT OF ARM DESIGN ©ROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTRUTECONCLUSVE EVIDENOEOFA=EPTANCEOFTHESERESTR=CNS. SUSMrTTALOF THESE DOCUATENTS FOR PUSLICAGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRNi DESIGN GROUP COPYRIGHT 2007 RIM is a California Corporation E 42. O t EI:R,�6 s; a J Oma � l4j wz CO C7 U X W 6 k. tW Y 3 _ I✓ uj e� <i • Q) C7 c Css !t • M e �}}i GJ Ol Ln V)1.1 NO iI�I�E S Lu i. Q) -t -' i T i c I =.i CL „E, rr'' . Y +'F O p LAY Lm �� %� [�,�lj ww � 0 LA < 1 fi] a.a c c A tu aclu::?ca �' � c u- cc ri E 42. O p�j.. t s; a w �s �.., r(; wz k. Y 3 _ uj e� <i 1 QD Css !t • LL �}}i iI�I�E S Lu i. t .F Of cu CO c I =.i cn „E, i x.f 0 ww tu yfg� co ti; =E, •:uv p�j.. t a �s �.., rn wz Y 3 _ uj e� <i 1 W LL �}}i iI�I�E S Lu i. 1 L..,,. I =.i „E, i �tia) PROJECT MANAGER — DRAWN BY CHECKED BY DATE July 3, 2008 CAD FILE 07463M9.dwg JOB NUMBER SHEET i V Request for Information 036 JW S. G ANl7ERSC)N JiNG Detailed, RFIs Grouped by RFI Number Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-665-8175 Fax: 661-665-8297 Bakersfield, CA 93311 RFI #: 036 Date Created: 4/112009 Answer Company Answered By Author Company Authored By S.C. Anderson, Inc. Rhonda Shoufler f/ E 5815 Mountain Vista Dr. _ Bakersfield, CA 93307 Co -Respondent Author RFI Number CMS #2 Subject Discipline Category High Wall Fan Coils Architectural Field Clarification ' Cc: Company Name Contact Name Copies Notes r Question Date Required: 411512009 ' Detail 13 on Sheet M-2.1 calls for the high wall fan coils to be mounted at 10" below the ceiling. Detail 43 on Sheet A-9.5 shows the units recessed into the soffits. The limited soffit height precludes both options. Recessing these units per Detail 43 may be possible with modifications to the detail. However, an access door will need to be installed at the bottom of the soffit to allow for utility termination. Please advise. Suggestion Answer Date Answered: 0 `fir. -t#F- RZ pr 7- cg /epy l Ar T?W B PHY-ao "q 1.4 8 1-Z "-rux- 14LLczr (�- ZD I, To dhow -r4F • t r N �a Tz� AE NX, A=r R TYP14., K�VF4&Aerzcrmmr�,r��"?+�� G'P&7TzAC;7VrL Mm PLS PMr_.c_ --- AT-7*ry- ghp &F 7*6 56?FF17- A:r leo L'647-- 7-6 owmoe,, Prolog Manager Printed on: 4/112009 SC Anderson ftl-rvo% Page t' nc E a. 0 co c:) C:> N 0 U a �3 -rs e.i i r a� E h i• i E.t... ROOF CAP SCHEDULE MODELmm FOR USE 00 00 °�% WITH FAN SIZES RFC -7 50-390 GRSF-10 410-710 GRSF-12 780-1050 GRSF-16 1410-2150 GRSF- 20 3600 MODEL !NUMBERS LISTED ARE GREENHECK 1 /W'�0 THE INCLUDED DRAWINGS. SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE ANDSHALLREPNUN THE PROPERTY OF FIRM DIMON GROUP AND NO PART THEREOF SHALE. BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE SEEN PREPARED AND DEVELOPED WITHOUT THEWRRTEN =SENT OFRFWDESIGN GROUP. ASUALCONTACT WITH THESE DRAWINGS ORSPT4tFrATIONS SHALLCON8TETUTE S;pAKA.USIVE EMENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUSMtTTALCF THESE DOCUMENTS F'OR PUSUCAGENCY REVIEW $HALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUPS RIGHTS, RRA!( DESIGN GROUP COPYRIGHT 2007 RRM is a California Corporation Kim E ER X �2 LsJ m CL 00 00 °�% e a (D •� m W,7' oll v m M ) 't m m 't M r�- I t d I -ed n Ln In a m L to m 4 N 2 N u— Q Z E O to 40 LL. m Kim E Tm s 4 N O CD am 0 �7 z O LL � u � O r�•i cnG C6 w� Lo moo 7 IZZ tv C`3 `m .ip ti Q DRAWN BY CHECKED BY DATE July 3, 2008 CAD FILE 07163M2.1_M2.2 M2.3.dwg JOB NUMBER SHEET rurmiuu,w.samonouo Tm s CD 0 z LL DRAWN BY CHECKED BY DATE July 3, 2008 CAD FILE 07163M2.1_M2.2 M2.3.dwg JOB NUMBER SHEET THE INCLUDED DRAWINGS, SPEC€F1CAT€ONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBYAREAND SMALL REMAIN THE PROPERTYOF RRM DESIGN GROUP AND NO PARTTHEREOFSHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNEGTIDN WITH ANY WORK ORPROJECT OTHER THAN THE SPECIFIC PRC5IECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WM-fOUT THE WRITTEN CONSENT OF FIRM DESIGN GROUP. VISUALCONTACTW€iH THESE DRAW€NGS OR SPECIPICATKM SHALL CONSTITUTE CONMUSNE fiMEWEOFACCEPCANCEOFTHESE RESTRICTIONS. SUSM€TTALOF THESE DOCUMENTS FOR PUBUC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF ARM DF_SIGN GROUP`S R€AHTS. RRA DESIGN GROUP COPYRIGHT 2007 RRM is a California Corporation qe ��riNi~Eft�� e o fmm ca �1S1Dga* ca � v U. Ol LA rn Ln L�.J co CLL W _ O I I � f Q -t i1 Lll LA .� G? Vf L!1 LA CLi LO8 L I Q NQS CU L ,. "=u-a� V! 0 LL. m qe TIM e fmm ca a E 0 ca � U. co CLL W LLJ �3 LO8 L I Q NQS CU L 79 r ss ca � r � � � m IX) ZE 10 $ +� C/- U-,) v ppoi� L u v a qe TIM e fmm ca uj uj U. co W LLJ ER SHEET ,`lo/gyp THE INCLUDEDDRAWINGS, SPECIFICATIONS, IDEAS, DES04B AND ARRANGEMENTS REPRESENTEFITHEREBYAREAND SHALLREMAIN THE PROPERTY 0F.RRM DESIGN GROUPAND NO PARS' TKEREDF SMALL BE COPIED. DISCLOSED TO OTHERS OR USED IN CONNECTION V TM ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRMEN CONSENT OF RAM DESIGN GROUP. VISUAL CONTACT WTM THESE DRAWSNGSORSPECIPMAMONS SHALL CONSTITUTECONCWSTVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICITONS. SUBMITTAL OF THESE: DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT Be CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2007 IR9RIVI Is a California Corporation E a 0 GV Q 75 U 2 N i c li I ei ccs s: E a is LA- DRAWN BY CHECKED BY DATE July 3, 2008 CAD FILE 07163M2.9_M2,2 M2.3.dwg .: NUMBER R EER,�c�� j N O 5 id RI,�I1 I � 1�R P 93a C.) y) Qs ` Ch CL o� m► 0 " O. ' Ln i+ N a UL1"-1 L!! � Vl r LfS In L41 D7 C Q J 0�"� ¢ j V r Vi CD LL GCS E a 0 GV Q 75 U 2 N i c li I ei ccs s: E a is LA- DRAWN BY CHECKED BY DATE July 3, 2008 CAD FILE 07163M2.9_M2,2 M2.3.dwg .: NUMBER R N O 5 id RI,�I1 I � 1�R O E C.) y) Qs ` E CL o� coy r LO CO > cc cnd cl)Om 08 L0 c E a 0 GV Q 75 U 2 N i c li I ei ccs s: E a is LA- DRAWN BY CHECKED BY DATE July 3, 2008 CAD FILE 07163M2.9_M2,2 M2.3.dwg .: NUMBER R Q. CN b C" CV C"I Q U E CS M sss r` c� r`? n 0 cs CS'y REFERENCE NOTES VRV condensing unit mounted on equipment platform,'refer to detail 1/sr12.1. Horizontal condensing unit, refer to detail 4/M2.1. Sidewall exhaust fan, refer to detail 5/M2.1. Upblast exhaust fan, refer to detail 6/M2.1. Vehicle exhaust fan, refer to detail 7/M2.1. n um), refer to detail o/M21. M ECHANICAL RophOOF PLAN r77 i refer to detail 9/M2.1. 1, refer to detail 10/M2.1. :far to detail 11/M2.1. per manufacturers requirements or 30", whichever is to detail 26/M2.2. of, refer to detail 28/M2.2. lay- Iii, THE INCLUDED DRAWINGS, SPECIFICATION% IDEAS, DESIGNS ANF ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALLREMAIN THE PROPERTY OF RAM DESIGN GROUPAND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNEOTIDN WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PRWECY FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED wTTHOUT THE WRITTEN CONSENT OFRRMDESIGN GROUP, VISUAL WNTRCfWITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONMISM EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIOM SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT TSE CONSIDERED A WAIVER OF RRM DESIGN GROUPS MOMS. RRM DESIGN GROUP C OPYRIGHT2007 RRM is a California Corporation ~ itut f g tiY C. • 0 • t �Y f� r •) 0 {1 • • LL. 00 CO LUU sLO LL LO Co VASIRM {Y 5� `7 �, m cl� `I >Lo d' • CO CD+j In tZ ■ vYk'CR,rcawK. ni�� rd e s �'&:li:•b': s'e:: A � U DRAWN BYCHECKED BY DATE July 3, 2048 CAD EiLE 07163M31.dwg R: NUMBER 07514 , i f 0 Z LL. 00 LUU LL U DRAWN BYCHECKED BY DATE July 3, 2048 CAD EiLE 07163M31.dwg R: NUMBER 07514 , i A Request for Information 037 Detailed, RFIs Grouped by RFI Number Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-665-8175 Fax: 661-665-8297 Bakersfield, CA 93311 RFI #: 037 Date Created: 4/1/2009 Answer Company Answered By Author Company Authored By Brummel Myrick Associates Denver Stanger S.C. Anderson, Inc. Rhonda Shoufler 100 Cross Street 5815 Mountain Vista Dr. Suite #204 Bakersfield, CA 93307 San Luis Obispo, CA 93401 Co -Respondent Author RFI Number CMS #3 Subject Discipline Category Air Registers Architectural Field Clarification Cc: Company Name Contact Name Copies Notes Question Date Required: 4/15/2009 Sheet M-4.1 The 10" x 4" supply air registers serving rooms 105, 106, 108 and 109 can't be installed as indicated. The space between the corridor ceiling and the room ceilings will be approximately 4 1/2". The registers are 5 3/4" including the flanges. Can these registers be changed to ceiling type and connected with flexible ducts which will be routed through the TJI trusses, over the wall and down to the ceiling similar to the 12" transfer duct in room 109? Please advise. I Suggestion Answer Date Answered: 4/7/2009 Contractors proposed solution is acceptable. No 90 degree elbows with flex duct. Request for Information 047 Detailed, RFIs Grouped by RFI Number Request for Information 057 Detailed, RFIs Grouped by RFI Number Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-665-8175 Fax: 661-665-8297 Bakersfield, CA 93311 C"37 , RFI #: 057 Date Created: 7/10/2009 Answer Company Answered By Author Company Authored By RRM Design Group Mike Scott S.C. Anderson, Inc. Rhonda Shoufler 000 3765 South Higuera Street 5815 Mountain Vista Dr. Suite #102 Bakersfield, CA 93307 3 San Luis Obispo, CA 93401 4�' E` Co -Respondent Author RFI Number Inland Subject Discipline Category 8I0- ? f.Louver Vents Interior Design Plan/Spec Discrepancies 014-XxcX Oil -ow Cc: Company Name Contact Name Copies Notes - �8 - i3Rt?ltnt r Question Date Required: 7/24/2009 In response to reference number 0399 (louver vent). IIL ail► Ii{'L"�Ti'Y l�'1p'� The louver vent (#MESH/3) that was requested by the Architect on 7/9/09 on submittal #47A-1 will require a cost increase of $45.00 per vent, totaling $540.00 However if you would like to use the alternate vent #HC6437-014 (see attached) there will be no cost increase. Please note: Specs on louver vent were not listed in either architectural or specifications. ' Suggestion Answer Date Answered: 7/10/2009 Architect's concern with previous submittal is DURABILITY. #1: If proposed vent (HC6437-014) is metal, then it is acceptable. `,#2: If proposed vent (HC6437-014) is plastic, please submit for review along with a proposed metal alternative. fes. Request for Information 064 Okla Detailed, RFIs Grouped by RFI Number Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-665-8175 Fax: 661-665-8297 Bakersfield, CA 93311 RFI #: 064 Date Created: 9/15/2009 Answer Company Answered By Author Company Authored By Thoma Electric Denver Stanger S.C. Anderson, Inc. Rhonda Shoufler 3562 Empleo St. 5815 Mountain Vista Dr. Suite #C Bakersfield, CA 93307 San Luis Obispo, CA 93401 f Co -Respondent Author RFI Number CMS #05 Subject Discipline Category Thermostats Mechanical Finishing Schedule Cc: Company Name Contact Name Copies Notes Question Date Required: 9/29/2009 The thermostat listed for the RH119.1 and RH119.2 radiant heaters (TB775A1009) are not available. The heater manufacturer supplied proprietary line voltage non -programmable thermostats. Please advise as to the type and model number appropriate for this application. Suggestion Answer Date Answered: 9/21/2009 The thermostats provided by the manufacturer are acceptable. h� C Request for Information 074 Detailed, RFIs Grouped by RFI Number Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-665-8175 Fax: 661-665-8297 Bakersfield, CA 93311 RFI #: 074 Date Created: 12/8/2009 Answer Company Answered By Author Company Authored By Brummel Myrick Associates Denver Stanger S.C. Anderson, Inc. Rhonda Shoufler 100 Cross Street 5815 Mountain Vista Dr. Suite #204 Bakersfield, CA 93307 San Luis Obispo, CA 93401 Co -Respondent Author RFI Number Air Cleaning Systems Subject Discipline Category Exhaust Removal System Mechanical Field Clarification Cc: Company Name Contact Name Copies Notes Question Date Required: 12/22/2009 The PlymoVent Exhaust Removal System requires a double sealed duct network system that is mechanically connected and sealed to the PlymoVent direct drive spark resistant exhaust blower. Since the system design and purpose is to convey hazardous materials, the 100% mechanical duct seal cannot be compromised. Diesel exhaust is an oily, abrasive Class 2 material which over time will compromise a typical canvas type duct vibration isolator. For this reason, the mechanical connections throughout the entire duct network must not contain a flexible vibration isolator, so as not to compromise the sealed duct system. Suggestion Answer Date Answered: 12/9/2009 We agree that canvas type flexible connections are not appropriate for a point of source vehicle exhaust system. Provide the neoprene rubber type flexible connections and the neoprene rubber vibration isolators that were submitted on. O t Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-665-8175 Fax: 661-665-8297 Bakersfield, CA 93311 Date Created: 4/24/2009 RFI #: 047 Answer Company Answered By Author Company Authored By RRM Design Group Mike Scott S.C. Anderson, Inc. Rhonda Shoufler 3765 South Higuera Street 5815 Mountain Vista Dr. Suite #102 Bakersfield, CA 93307 San Luis Obispo, CA 93401 Co -Respondent Author RFI Number A -C #22 Subject Discipline Category ` Smoke Detectors Electrical Drawing Clarifications Cc: Company Name Contact Name Copies Notes 1 Date Required: 5/8/2009 Question Sheet E-3.3, E-3.4 & M-4.1 #1: Sheet M-4.1 shows duct smoke detector in FC -104. Sheet E-3.3 does not show a duct smoke detector. Please advise if required. #2: DS 120 does not show a smoke detector on the E or M sheets. Advise if required. #3: Sheet E-3.4 does not show any GFI outlets on the roof. Advise if required. Suggestion Date Answered: 4/28/2009 Answer #1: Duct smoke detector is required see Detail 27/M-2.2 for connection. #2: DS120 does NOT require smoke detectors. #3: Owner to review. ASI will be issued if desired. Request for Information 057 Detailed, RFIs Grouped by RFI Number Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-665-8175 Fax: 661-665-8297 Bakersfield, CA 93311 C"37 , RFI #: 057 Date Created: 7/10/2009 Answer Company Answered By Author Company Authored By RRM Design Group Mike Scott S.C. Anderson, Inc. Rhonda Shoufler 000 3765 South Higuera Street 5815 Mountain Vista Dr. Suite #102 Bakersfield, CA 93307 3 San Luis Obispo, CA 93401 4�' E` Co -Respondent Author RFI Number Inland Subject Discipline Category 8I0- ? f.Louver Vents Interior Design Plan/Spec Discrepancies 014-XxcX Oil -ow Cc: Company Name Contact Name Copies Notes - �8 - i3Rt?ltnt r Question Date Required: 7/24/2009 In response to reference number 0399 (louver vent). IIL ail► Ii{'L"�Ti'Y l�'1p'� The louver vent (#MESH/3) that was requested by the Architect on 7/9/09 on submittal #47A-1 will require a cost increase of $45.00 per vent, totaling $540.00 However if you would like to use the alternate vent #HC6437-014 (see attached) there will be no cost increase. Please note: Specs on louver vent were not listed in either architectural or specifications. ' Suggestion Answer Date Answered: 7/10/2009 Architect's concern with previous submittal is DURABILITY. #1: If proposed vent (HC6437-014) is metal, then it is acceptable. `,#2: If proposed vent (HC6437-014) is plastic, please submit for review along with a proposed metal alternative. fes. Request for Information 064 Okla Detailed, RFIs Grouped by RFI Number Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-665-8175 Fax: 661-665-8297 Bakersfield, CA 93311 RFI #: 064 Date Created: 9/15/2009 Answer Company Answered By Author Company Authored By Thoma Electric Denver Stanger S.C. Anderson, Inc. Rhonda Shoufler 3562 Empleo St. 5815 Mountain Vista Dr. Suite #C Bakersfield, CA 93307 San Luis Obispo, CA 93401 f Co -Respondent Author RFI Number CMS #05 Subject Discipline Category Thermostats Mechanical Finishing Schedule Cc: Company Name Contact Name Copies Notes Question Date Required: 9/29/2009 The thermostat listed for the RH119.1 and RH119.2 radiant heaters (TB775A1009) are not available. The heater manufacturer supplied proprietary line voltage non -programmable thermostats. Please advise as to the type and model number appropriate for this application. Suggestion Answer Date Answered: 9/21/2009 The thermostats provided by the manufacturer are acceptable. h� C Request for Information 074 Detailed, RFIs Grouped by RFI Number Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-665-8175 Fax: 661-665-8297 Bakersfield, CA 93311 RFI #: 074 Date Created: 12/8/2009 Answer Company Answered By Author Company Authored By Brummel Myrick Associates Denver Stanger S.C. Anderson, Inc. Rhonda Shoufler 100 Cross Street 5815 Mountain Vista Dr. Suite #204 Bakersfield, CA 93307 San Luis Obispo, CA 93401 Co -Respondent Author RFI Number Air Cleaning Systems Subject Discipline Category Exhaust Removal System Mechanical Field Clarification Cc: Company Name Contact Name Copies Notes Question Date Required: 12/22/2009 The PlymoVent Exhaust Removal System requires a double sealed duct network system that is mechanically connected and sealed to the PlymoVent direct drive spark resistant exhaust blower. Since the system design and purpose is to convey hazardous materials, the 100% mechanical duct seal cannot be compromised. Diesel exhaust is an oily, abrasive Class 2 material which over time will compromise a typical canvas type duct vibration isolator. For this reason, the mechanical connections throughout the entire duct network must not contain a flexible vibration isolator, so as not to compromise the sealed duct system. Suggestion Answer Date Answered: 12/9/2009 We agree that canvas type flexible connections are not appropriate for a point of source vehicle exhaust system. Provide the neoprene rubber type flexible connections and the neoprene rubber vibration isolators that were submitted on. O t 4y 2 LA EF -120 CONNECTION j SIZE UP TO FAN ON ROOF Co UP OUTLINE OF WALL CAP ABOVE OUTME OF WALL CAP ABOVE - OUTLINE OF ROOF WELL ABOVE <5, EF -124 MECHANICAL FLOOR PLAN 47 7 SCALE 11811=111-0#1 UL REFERENCE NOTES Fan coil, for support refer to detail 12/M2.1. High wall fan coil, refer to detail 13/M2.1. In -ceiling cassette, refer to detail 14/M2.1. 4 Radiant heater, for support refer to detail 15/M2.1. Confirm exact location with owner. Meet all manufactures required and recommended clearances. Ceiling exhaust fan, refer to detail 16/M2.1. Typical volume damper, refer to detail 17 or 18/M2.1. 7 Typical diffuser connection, refer to detail 19/M2.1 or 20/M2.2. 8 Outline of sidewall exhaust fan above. (2)12x12 louvers for combustion air. (1) mounted within 12" of the ceiling and (1) mounted 12" AFF. 10 Size per dryer manufacturers requirements. ood vent connection size up, see architectural drawings for specifications.. Duct mounted smoke detector, refer to detail 27/M2.2. 13 Mount high on wall centered on pass thru. 14 Approximate location of cable tray. Keep adjacent SA duct as for away as possible to maintain clear access to cable tray. 15 Offset duct to line up with soffet. REFER TO ARCHITECTURAL RCP FOR EXACT PLACEMENT OF GRILLES AND AP'S — P"►moovetJT- tt�sS ' -t— 1odtA- ac c'3CA- 1. System shall be provided and installed by Plymovent. Contact: Air Exchange, Inc. Dick Bertani 650-871-2945. 2. System basic components shall consist of the following: A. (2) STRA 70-2 Straight Rail System. B. (1) Plymovent TEV 559-60 208-230V 3 -Phase 5 HP Radial exhaust fan. C. (1) Plymovent OS -3 Control Box, 248-230V 3 -Phase, provided with pressure sensor, motor starter and timer. ,System shall be a complete system for (2) connections to appar system. All equipment shall be installed by a Plymovent approve, per all manufacturer recommendations and requirements. 4. -See specification section 15650. atus L THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REM.AFN THE PROPERTY OF Md DESIGN GROUPAND NO PART THEREOF SHALL BE COPIED. DISCLOSED TO OTHERS OR USED IN CONNEC71ON WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE SEEN PREPAREDAND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL DONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHAD. CONSTITUTE CONCLUSIVE EVIDENCEOPACCEPTANCE OFTHESE.RESTRICiiONS. SUSMIFTALOF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2007 RRM is a California Corporation qe EE ama S M a ui 1251 o 0 <:5 �E Z EL UJ CL �ta <(D LL ECLm UJ UJ .. U. C' dCY1 LU F 3 � % i ] �/ u -U t i_ Cq to Ln Lit In 0 i� a' at each straight rail m� CO CO 0 Q�LLQ= cn Q LL LTO qe ama 0 0 <:5 �E Z EL UJ CL �ta <(D LL ECLm UJ UJ .. U. L L LU % Cq at each straight rail m� CO CO 0 > u Qa Q to =01 --- i co 25 Ono .�DO to rL -ry L= 9 U .i4 Q qe 0 0 <:5 Z EL UJ < of LL 0 UJ UJ .. U. UJ at each straight rail J contractor and installed DRAWN BY CHECKED BY DATE July 3, 2008 CAD FILE 07163M41.dwg JOB NUMBER ILI OSS unit, refer to detail 22/M2.2. 2 Refrigeration piping running to/from 24/M2.2 for support. corresponding unit, refer to detail 23 and � Typical manufactures required access clearance, refer to manufactures installation instructions for exact dimensioning. MOUNT ALL THERMOSTATS,, SWITCHES AND ALL nTUC'D #ACIII.IAktInAI nnk1TROL nC"MICC AQ" A=7 MECHANICAL CNNTR"L AND REFRIGERATION PIPING FLOOR PLANr.n SCALE: 118'=1'ff �L RCP FOR EXACT ND AP'S. REFRIGERATION PIPING JI REM EN T. ;ONTROL WIRING -.- THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALLF19 tN THE PROPERTY OF RM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN =SENT OF RRM DESIGN CROUP, VISUAL OONTACiV0TH THESE DRAWINGS OR SPECIFICATIONS SHALLCONSTITUTE COWLUSIVE EVIDENCE OF ACCEPTANCE OF THESE REsmanON8. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL, HOT BE CONSIDERED WANER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2007 RRM is a California Corporation J � EER �d 1 Q o �o Qo L%IMt�I ' .; I .o I f, • LL LLJ C' < d; ill "L. m i•y, C t 01 Ln • .< y 1€. 00 In a tin LLA LL 11p4,� to In Ln cn Lf1 to CO 0 r:G] A:A 4 d d L CO CCO LJ J Y LL i U -Q Z Q1 © LL. CZ J � =i 1 Q L%IMt�I ' .; I .o I f, • LL LLJ C' < d; nmwr. •� f: • CL y 1€. .. N LL 11p4,� LU i a as s ID • S CKr R CO j y Yr f r I . ;k.�•z.,rrrr�: } v =i ' .; I LL LLJ n d; 1€. X13 LL LU i a l DRAWN BY ]CHECKED BY DATE July 3, 2003 CAD FILE 07153M42.dWg JOB NUMBER �S A E CL T-� IR ro I C0 CD J is �L r n C:) i E Q 0 c a i La io.y,,igti THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN ME PROPERIYOF RRM DES" GROUPAND NO PARTTHSiEOFSHALL HE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRIMiNCONSENT OFRRMM113NGRCUP. MIJALCONTACiWITH THESE DRAWINGS OR SPECIFICklIONs SHALT, CONSTITUTE coNcLtrAVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTION& SUMr TAL OF ?HESE DOCUMENTS FOR PUBLIC AGENCY RE AFW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUM RIGHTS. RRPfl DESIGN GROUP COPYRIGHT 2007 RRM is a California Corporation RUN 44 1NEER�f UJ Z s 0 m Ibm 40 Lt! uj hC'` i. 't. . ' 0 � •� .,,,,,;,z s... m 6 ^y P .'( ;fir., "m y �of ria{s�sn'° CT 01 0. w m ¢ h s fs .�w \ 00 � Q) M 3 a Lal tr► t�Ii In L 3 CLt Q h t 1J�N oho C7 C? I p Y �ifJ`q t» u /.t U tE x IL S �C to CD u- In RUN I rawsit UJ Z s 0 Ibm i. 't. . ' 0 m .,,,,,;,z s... m ti .'( ;fir., ... y �of ria{s�sn'° {! Acc h s fs .�w M 3 Q h t 1J�N .Y CO ca I p Y �ifJ`q t r a"H?3b,s h' rw '.r�t.^rwtr. PROJECT MANAGER Larry M{/[7y` DRAWN BY CHECKED BY Pick Sawyer Chris Schellhase DATE July 3, 2008 CAD PILE 07163P11.dwg :: NUMBER .. SHEET UJ Z s 0 ' m o m Ld .'( y {! Lu $ 1_..R.e I M 3 h t 1J�N I p Y �ifJ`q t PROJECT MANAGER Larry M{/[7y` DRAWN BY CHECKED BY Pick Sawyer Chris Schellhase DATE July 3, 2008 CAD PILE 07163P11.dwg :: NUMBER .. SHEET Request for Information 050 Detailed, RFIs Grouped by RFI Number Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-665-8175 Fax: 661-665-8297 Bakersfield, CA 93311 RFI #: 050 Date Created: 5/11/2009 Answer Company Answered By Author Company Authored By RRM Design Group Mike Scott S.C. Anderson, Inc. Rhonda Shoufler 3765 South Higuera Street 5815 Mountain Vista Dr. Suite #102 Bakersfield, CA 93307 San Luis Obispo, CA 93401 Co -Respondent Author RFI Number L.B. Gonzales #2 Subject Discipline Category Plumbing Items Plumbing Field Clarification Cc: Company Name Contact Name Copies Notes Question Date Required: 5/25/2009 Sheet P-2.1, Drawing 12 a#1: Roof drain downspouts located in 2x6 wood framed walls will not work due to the sweep requirement and the downspout nozzle. There is not enough room, please advice if PVC 90 is acceptable. (see attached drawing) #2: Roof drain lines at work out room will not be able to be installed in ceiling due to joist. Are we to run exposed? Suggestion Answer Date Answered: 5/12/2009 #1: PVC or Galvanized fitting are acceptable if they are approved DWV fittings. #2: Roof drain lines are to be concealed within ceiling joists. No part is to be exposed. Contractor may adjust location and orientation of roof drain and overflow to align pipes with wall between windows. Contractor to adjust cricketing at roof to maintain minimum roof slopes. Refer to Exhibit RFI 050-01 (attached). B.O.F.• i-1 �F Joc575. E 5400A TYP of 4 J 0.0. sfF 110 I1 ll 1 I I 16000., TYP. I I I TT- ' -- l1 I { If � l 110 1 0 II II l I l �► -9.s I I f IITYP I I f�-Xmg IT - ZURN DOV NOZZLE # WEATHER ALL AROL ry MrnIOR WALL, SEE ARCHITECTURAL NGS IN PIPE SIZE PER DRAWINGS LOCATE PIPE OUTLET CLOSE TO BOTTOM OF LAVATORY ESCUTCHEON -COMPRESSION COUPLING CHROME PLATED BRASS TAILPIECE - BRANCH (20 GA) :"M" COPPER SATE PIPE THREADED ADAPTER WITH STAINLESS STEEL NOTE: MOUNTING TO STRUCTURE TO BE VERIFIED WITH STRUCTURAL ENGINEER. 2x6 BLKG 2x6 BLKG Y"Ox2Y" LAG SCREW Y2"CA CLG -' 4Y2" QUICK CONNECT FITTING - i�'Iwiwil�J;�i■':�' It D SEE P 2.1 FOR DRAIN X" THK x 10"x14" CS PLT "PI -ID" #6030 POST BASE Y'0x1" MACH. BLT 4-REQD TG m1i, &V%,UK e% &w& 0'- I I SYSTEM SUPPLY ROOF DRAIN WITH CAST IRON DOME PARTICULATE3/4" FILTER " ROOFING 3 VALVE EY92 SDV BYPASS .r = cL PRESSURE REGULATOR OIL REMOVAL FILTER WITH INTEGRAL PRESSURE 110 VAC DIFFERENTIAL INDICATOR REFRIGERATED DRYER RECEIVER ---M ON WALL SHELF -*'-8"LG. MIN BRAIDED FLEX CONNECTOR %0 CONC. ANCHOR Z--�—BOLTS (4 REQ'D) �. -2Y"MIN. EMBEDMENT FILTER DRAINS T A 1 ----FLOOR SINK 14 GA CHANNEL o _ �''�� • ��` • STRUT V'Ox2Y'z7LG . 24 All CAP BLT ` REMOTE GAS SHUT-OFF BUTTON SEE EL GTRICAL FOR CONTINUATION- - , Qs-, � 1 2x BLK'G 24" LG (N.C.) 3-�" 0 THRU J SV -1 (SOLENOID BOLTS (TYP) 120 VAC (N.C,) VALVE) y REEL MTG' PLT. ` ACTIVE CIRCUIT LIGHTS I WITH SLOTTED BLT. KEYED RESET MANUAL SHUT-OFF VALVE HOLES 4 PLC'S � LOG LIGHTER VALVE; WATTS DURO HOSE REEL MANUAL SHUT-OFF RANGE � SERIES F1131, STRAIGHT MoD, 1211 WITH 70 "PANIC BUTTON" 1 CONTROL ® ESCUTCEOIOVOTSlE1BEEWITH FEET /" I.D. AIR Q HOSE PANEL WALL FLANGE i L OPEATING WEIGHT DINING/KITCHEN) 75 LBS ISIMET FLA SERIES CONTROLLER "FIRE HOUSE SPECIAL" MOD. NO. 1213 -FLA -1-2-1-4 120VAC PRIMARY POWER, 24VAC CONTROL POWER, MANUAL AND AUTO (ALARM RESPONSE) SHUT—DOWN, MANUAL KEY OPERATED RESET. Q ISIMET-MOD. NO. FLA -100 SECONDARY CONTROL UNIT 24VAC. FLUSH MOUNT Q SV -1: 1"MOD #S-303, SV -2: 3/4" MOD #S-302 N.C. SOLENOID VALVE 0 STRONGWELL POLYCAST 600 SERIES PRESLOPED TRENCH DRAIN SYSTEM. DURAGU�ARD CHANNEL FRAME ASSEMBLY. DUCTILE IRON SLOTTED GRATING (24" LONG SECTIONS). CHANNEL INSTALLATION ALIGNMENT CHAIR. LOCKING DEVICE, BOTTOM OUTLET ADAPTER. REFER TO MANUFACTURER'S INSTRUCTIONS AND GUIDELINES FOR INSTALLATION. ORECESSED REMOTE OPERATOR PUSH TO OPERATE/RESET PUSH TO STOP DE --ENERGIZED ON PANIC BUTTON SIGNAL AND IN LINE TIMER PATIO AIR DROP GAS SUPPLY t SEE: PLANS --� FOR SIZE HANGERS-2e � 4" 24" 24" 24" 24" 24 24" CLASS E SLOTTED DUCTILE IRON GRATE 6Y°'Wx241G a PIPE SUPPORT I I 144" (12>-0") vle @ 6' INTERVALs7V COMPRESSED AIR SHUT OFF VALVE t, i EQUAL TO 14 GA. NIBCO NO. T-585-70 TWO-PIECE i UNI -STRUT FRAMER BODY, FULL PORT. 600 PSI WOG ccl CHANNEL AND OR EQUAL a I PIPE CLAMP I-- -- 4$" 4$"" F.F. ,I UNIT HEATER - SEE MECHANICAL `�� i I ELEVATION to i WORK BENCH OR FLOOR i LI: #617 IE -06" 8" SLAB COMBINED FLASHING CLAMP & GRAVEL STOP v -ROOF DECK NEOPRENE RUBBER BLOCKING -j EXPANSION COUPLING 4 SIDES SEE ARCHITECTURAL DETAILS ROOF STRUCTURE FOR INSTALLATION j < � ROOF OO,; "Rres I & OVmwmRFL"W 5"0 OPENING --J RL AN 20" INSIDE REMOVABLE STAINLESS IWASHER STEEL LINT SCREEN 2S1 DRAIN �F�I�N� FLR 4" TRAP '�wwnw El EVATION CAST --IN-PLACE CAST IRON SEWER PIPE "10ROU143"M DRAIN o n SINK - JUST MANUFACTURING SB -100 -RL -SERIES 14 GAUGE TYPE 304, 18-8 STAINLESS STEEL OAL 93% BOWL DIMENSION 30R, RH DRAIN BOARD 12",LH DRAIN BOARD 51'. DRAIN HOLE CENTERED, PRE RINSE FAUCET HOLES (B -CTR) CENTERED OVER BOWL 1A DIAGONAL SUPPORT, QDRAIN ASSEMBLY - .JUST MANUFACTURING J-35-BLA-316-2", LEVER HANDLE DRAIN, 316 STAINLESS STEEL BODY, 316 STAINLESS STEEL FLAT GRID STRAINER. FOOT CONTROL - JUST JFV-300 FLOOR MOUNT PEDAL VALVE, SLO-COMPRESSION UNITS, POLISHED CHROME. OPRE -RINSE FAUCET ASSEMBLY - T&S BRASS #B-2331 COMBINATION FAUCET AND PRE -RINSE UNIT, STAINLESS STEEL HOSE WITH SPRAY HEAD, INTEGRAL CHECKS, UNIT IS 34` HIGH WITH 15g OVERHANG, HOSE HOOK, POLISHED CHROME SUPPORT. TWATER HAMMER SHOCK ARRESTORS -Y" PISTON TYPE PRESSURE DROP ACTIVATED. SHUT-OFF VALVES, 12"x12" ACCESS PANEL, WALL BRACKET AND SUPPORT CUPS. FURNISHED WITH SINK. 7O CHECK VALVES COMPRESSED AIR OUTLET, SEE DETAIL 10/P-2.1-1 a 1Y" 1Y" 12" 36" Y"WHA THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESSNTED THERESYARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUPAND NO PARTTH9REOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRRTEN CONSENT OF#LW DEW. GROUP. VISUALCONTACTWITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OFTHESE RESTPJGTIONS. SUBMiITALOF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF PRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2007 RRM is a California Corporation - "3 :R' ' V W�R'I, 2, 'ct a - w d � '�1St9321�5 (D N 0) E Q "D t�Y1 OG c LALs Of I I e€ U 66 :s1 'n In #� 0 �$ .n L u Ln m I s o . e �..% v` - j .... r r - mm i�miem�imnmmeinnn�mm�na nmm�ie.e�ei®e�rw � f � 3 t ' e r Ys,, 0 o -•=.-v. ly ,d a rt¢ s s ::E �-- iD IWD CL atte ars ? p ' ujLLuj uj 0 aNAi�d+ S cz uj ca CO vzra.�"?axx- �. co ,,. I! cn tm y i coc.!�. • U-� t �jm if s '�. 1 ME 11� 0 �I e 0 o I) 5 ::E �-- Li .J p I ujLLuj cz uj E f 00 Q Q cliQ 75 v c1i n, e� c3 / E tD to rn b THE INCLUDED DRAWINGS. SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUPAND NO PARTTHEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THEWRFITEtCONSENTOFRRMOESIGNGROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SMALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLICAGENCY REVIEW SHALLNOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUPS RIGHTS, RRM DESIGN GROUP COPYRIGHT 2007 RRM is a California Corporation EERb S,Ul • THE INCLUDED DRAWINGS. SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUPAND NO PARTTHEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THEWRFITEtCONSENTOFRRMOESIGNGROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SMALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLICAGENCY REVIEW SHALLNOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUPS RIGHTS, RRM DESIGN GROUP COPYRIGHT 2007 RRM is a California Corporation a xr EERb • a d a. o X UwJ nn _ cr) r m M d^� V /� �..' •� Q) 01 Ln } . 01 M � ' j 4\./J `$�` LJ � .d -# I 6 � CL CL Q -t -t n �� 0 40 O 0 LPI ifl CO a o ca CD ) � CO, oo n ,.i..co to O U- RMI a xr • �R _ cr) r m �..' • `$�` LJ CL CL LUU.LU 0 40 as^r,2�caa�x,..ier,. ,.i..co LLI w s i� cqm s ,... f n ...}g w s .> ,. ; r � r i .ua i IYYYi®OR qr • cr) m 2 `$�` LJ CL LUU.LU LLI Laity Mick DRAWN BY CHECKED BY Rick Sawyer Chris Schellhase DATE July 3, 2008 CAD FILE O: NUMBER 11070514 SHEET f'IT Request for Information 009 Detailed, RFIs Grouped by RFI Number Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-322-4300 Fax: 661-322-4301 Bakersfield, CA 93311 RFI #: 009 Date Created: 1/8/2009 Answer Company Answered By Author Company Authored By RRM Design Group Mike Scott S.C. Anderson, Inc. Rhonda Shoufler 3765 South Higuera Street 5815 Mountain Vista Dr. Suite #102 Bakersfield, CA 93307 San Luis Obispo, CA 93401 Co -Respondent Author RFI Number Subiect Discipline Category Plumbing Items Plumbing Drawing Discrepancies Cc: Company Name Contact Name Copies Notes Question Date Required: 1/22/2009 #1: P2.3 detail #1, the S-2 sink is shown to have the waste lines installed in a wall on the kitchen side. This wall is to be a 2x4 laid flat at the block. Our pipe is to be a 3" w/fittings, these will not fit in the schedule wall. How are we to proceed? #2: P3.1 grid line #3-H. There are 2 DWV vents at this wall, one from the trench drain & one from T2 drain. Both vents are to be located on the block wall exposed. We would like to install the T1 vent line in the change out room not in the apparatus bay as per plan. #3: P3.1. At DF1 the water line is shown in the block wall. This is not a good application for copper pipe nor is it accessible for any problems. We would prefer to install the water line in a 2x4 installed sideways giving us 1-1/2" to install the water line in. #4: P3.2 item #1. The KS1 is shown installed with a floor sink below 1/2 exposed from the cabinet. Is KS1 to drain as an indirect waste to this sink? Also on A2.3 detail #4, the floor sink is shown inside the cabinet as per P3.2 items detail #1 water & gas. Where are we to locate this floor sink? ISuggestion Answer Date Answered: 1/14/ZUU9 1. Furring to be full furring per keynote 06100.1 on A-2.3 2. Install both vents up in block wall. Locate pipe inside block wall in cells without reinforcing. 3. No furring at this location. Install pipe in block wall. 4. KS -1 is to be piped directly to the sewer system. Floor sinck is provided for icemaker drain. Floor sink is to be installed in location accessible for cleaning. (The location 1/2 exposed on plumbing drawings is correct) l3uuc wx W4r� Answered by: Rick Sawyer, Plumbing Designer - S.C. ANDERSON, INC. Printed on: __ . _'\.�^'`�`_ } Page 1 PER CLERK PER FILE Request for Information 053 Detailed, RFIs Grouped by RFI Number Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-665-8175 Fax: 661-665-8297 Bakersfield, CA 93311 RFI #: 053 Date Created: 6/23/2009 Answer Company Answered By Author Company Authored By RRM Design Group Mike ScottS.C. Anderson, Inc. Rhonda Shoufler 3765 South Higuera Street 5815 Mountain Vista Dr. Suite #102 Bakersfield, CA 93307 San Luis Obispo, CA 93401 Co -Respondent Author RFI Number LB Gonzales #+D42 Subject Discipline Category 1 Heater Flue Plumbing Field Clarification Cc: Company Name Contact Name Copies Notes Question Date Required: 7/7/2009 We are unable to install the heater flue in the location as per plan. sThe flue can not be under the upper roof eve and within 24" away from the mansard wall as per the requirement from the manufacturer. We are also unable to install the flue due to the structural framing (HVAC exhaust fan, plumbing DWV runs). Would it be acceptable to have the flue run straight up through the roof. This location will meet the mfg requirements and there will be no additional charge. Please advise. Suggestion Answer Date Answered: 6/29/2009 Yes it is acceptable to run straight up thru roof. Provide Architect with color sample of flue to match roofing. PP1 •V•0\ E _CL cc 0 O C"i O E/, n Io cCs E Q C L L> PLUMBING MATERIALS Sanitary soil, waste. vent and rain drain piping; l Above & below grade: Piping shall be standard weight cast iron "no -hub" pipe and fittings throughout. Above grade: Type DWV Copper tube with cost bronze and wrought copper solder drainage fittings, complying with ASTM B-306 - Latest Issue. Condensate Piping: Piping shall be hard drawn type "M" copper made up with wrought copper solder joint type fittings. Domestic Water Piping: _ Piping underground, exterior to the building shall be hard drawn type "IC" copper tube made up with wrought or forged copper fittings. Schedule 40 PVC pipe and fittings may be used at the contractor's option when authorized by local jurisdiction. Piping above ground and within building shall be type "L" hard drawn copper tube made up with wrought < or forged copper fittings. No type "M" copper water piping is permitted within the building, Hot water piping shall be insulated with Owens Corning fiberglass heavy density pipe insulation 25 ASU/SSL-II. Closed cell polyethylene foam may be used at the contractor's option. Piping under the building slab shall be type "L" annealed (soft) copper tube made up without fittings below the floor level. Only lead-free solder may be used on the water system. 0 Gas Piping J Piping underground and exterior to the building shall be wrapped standard weight Schedule 40 black pipe made up with standard weight welded fittings. PE and fittings pipe may be used at the contractor's option when authorized by the local jurisdiction. 4E4wJ Piping exposed to the weather shall be standard weight Schedule 40 pipe made up with standard weight welded fittings. Pipe and fittings shall be primed and painted. Gas piping within the building shall be standard weight Schedule 40 T&C block pipe made up with banded 4„ black malleable iron fittings. Compressed Air PiDina- ell — Type L Copper, hard drawn with wrought copper pressure fittings and 95-5 tin antimony filler metal. Victaulic Schedule 5 carbon steel with "Pressfit" fittings. Pipe shall be externally zinc electroplated. Fittings shall have grade "E' O -Rings. System to be rated for 300 psi service. Vent Flashing ro All vent flashing shall be 4 LB. sheet lead. All vents penetrating roof shall be flashed and counter -flashed. Fire Protection Piping Materials: Underground pipe shall be ductile iron or C-900/"Blue Brute" PVC if authorized by the local authority. Ductile iron pipe shall be used under buildings. Thrust blocks shall be provided for underground pipe. - Schedule 10, 30 (threadable thinwall), or 40 black steel shall be used for the overhead system. Cast iron fittings shall be used with Schedule 30 or 40 pipe, and welded or mechanical fittings with Schedule 10 pipe. I uu,vuv 181 CFH 0I t 'A ij6\, REFERENCE NOTES Y2" CW down to ice machine. Provide with Akins #740 backflow preventer unless equipment is supplied with built-in backflow prevention device. 2 See overall floor plan P-3.1 for continuation. I>` 2"Vent below floor. Refer to mechanical drawings for further equipment specifications. (TYP) 5 Route CD down in wall to lavatory tailpiece per detail 11/P2.1. 3"Vent below floor. 3"RWO & 3"RWL terminate thru wall per detail 12/P-2.1 4"RWO & 4"RWL terminate thru wall per detail 12/P-2.1 Gas shut-off button wired to reset switch in kitchen. Refer to detail 5/P-2,1. 4 DS -120 3"RWL I 4'CD ABOVE CEILING & DOWN TO MOP SINK REFER TO 1/P-3.1 FOR ENLARGED PLAN P-2.2 SERVICE REFER TO CIVIL DRAWINGS FOR CONTINUATION --� 2„ 2 WATER P_? 9 CFRVif`F 3"RWL 9 4"FIRE LINE 3 FIRE RISE 2.2 F 2.1 CAO P (TYP) I I I I I L — J I 2"VTR-,� 2" e� rf?C'RKOU I UTIL11-Y SIZING SEWER -- DOMESTIC NATER SERVICE — TOTAL DFU PIPE SIZE BUILDING DRAIN SLOPE BUILDING SEWER SLOPE WSFU TOTAL FT/FV GPM PIPE METER STREET REGULATED PSIf100' SIZE SIZE PSI PSI FRICTION 41 4" 2% SEE CIVIL PLANS 46 FT 27 2" 1" 50 - 8.0 Piping sued per 2007 California Plumbing Coda PIPE 1/2" 3/4" 1" 1 1/4" 1 1/2" 2" 2 1/2" 3„ azo w HOT WATER 2 7 17 28 47 115 - - �-;- (5 FPS MAX,) Ld X _J COLD WATER 3 11 25 55 96 249 - - � � ¢ ($ FPS MAX.) I S N S i a x FLUSH VALVES V- (8 FPS MAX.) Piping sized per 2007 California Plumbing Cade FUEL C.3"AS DEMAND" Note: No conduits or piping shall be exposed at the apparatus bay ceiling. T® UNIT HEATER 30,000 27 1/2" UNIT HEATER 3€1,000 27 �!r � 1/2" i WATER HEATER NO. 1 199,000 181�� WATER HEATER NO. 2 199,000 181 1-1/4" SEE CIVIL DRAWINGS 7 TRH -118.21 DRIER N4. 1 120,000 109 1" FOR CONTINUATION P-2.1 30,000 STUN, I REFER TO 1 /P--3.2 € � 27 CFH 1 FOR ENLARGED PLAN i DRIER NO. 2 35,000 32 3/4" HB -1 ' R/O 65,000 59 E 3/4o " ............. �. ,.... e.. — �... 3"RWL ! " I — --�- A ' I KITCHEN 3f" r G�i�IivG I v' AREA i !;� 4r! I � ! IUil ! --------- -------- A R -- AHR TD -1 TD -1 AHR i i� i �,.�-r----1... 1_ - 4 I Yom,.... P-21 (^� q I '✓I�!-1SiF1 i S FCO S f SISQUAD RM 3 I DAY ��i `-.�, 11.E D }i 3 12" 4" 3 Ili L I " ABOVE CEILING 4', C� FFE: 52.70 Vol J A rI ,AHR 21 { Irl --- "` (TYP) r. , ISI ` / ' r !r r'. ' 6 � c 4" 1 AHR ikEDIC A SUPP'LN1'/SCI~;A 4 DRIER -- 3 TT) -1€ T'p_1 120 MBTUHQ 4+ 109 CFH - gid - ...., ------ � I r----- ------ -_-! — %r ' `� I — I r� " 3 1 f 4"�- � !t 1111 ;2 73�I, , 2 3"SEWER, SEE CIVIL -- DRAWINGS FOR CONTINUATION Pu 1'� . ' ` r ! I 4 LRH -118.1` { 123 HB -'30,000 BTUH € � 27 CFH j TOTAL TDL - 165 FT.TABLE 12-8 CPC 2007 728,000 61 "HWR REFER TO 2/P-3.2 — I I OUTLINE OF MECH'L EQUIP (TYP) FOR ENLARGED PLAN 7i Ruta' I ROOMI I I ROOM -1L 11 F 1li l II / - `! 4 DS -112 l L _ } I S� !?AGE �'� DS_ 111 i� t I sI 1 + U TIL. / JAN III I ;FC -115 L;;;#d it 2" MAIN 8 D DS -110 <�> - — OE +I ;� I -r 4 t II -tea 7 ti ALCOVE u -1 i-114 1 v rCDS C-109 H,6L i s"1AY 4ot %"CD -- ' Oil%i ,> :iris r I Oil 5t� 1 FsI r F RR RR i Gr I DS -102 11 I � � I (L 05 i - 1 t�5 L f II FC -104 i -fl_� I«- ' /- -- ; 6 11 I t s lij��d r i I \ I_ \; I — y r I M_ f TCS --2 I > T_ / ' 1H UNJISEX RD „ P-2,1 P-2.1 } 5 \—=0.33 Z i asst ,-I. -----5"� 4iLe i 1.r/.!//%/.%%i//i..%/Ji%��'f/11'f%%.`+/i!%✓'` s�. I I \ !r +r= I STAT10,N 1 1\ j DF -1 - �•_l9l _ W F 1 I CAPT. ;I A T. ROOM 4ss i , iCE II ; RESTROOM I ! t 1 1 Y2" 109 ' RECEPTION I - k71� �1t j I lk AREA 1-Oi' BY ROOM 4"RELIEF VENT FROM CLARIFIE�IR I i �i`j I 1 '- B.. REFER TO CIVIL DRAWINGS I COTG r 4 ! I FOR CONTINUATION r--7-- 4"VENT BELOW GRADE ! � � I 1 TRENCH DRAINAGE VERIFY LOCATION TO CLARIFIER SEE CIVIL I I 1 DRAWINGS FOR CONTINUATION � I I 4A 5 PL"U"M"D*'INOUm"''%O"j'VERALL FLOUR PLAN I I II I { 3 € I 1 SCALE: 1/8"= !i-0" THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNSAND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART TH87EW SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR MMCH THEY HAVE BEEN PREPARED AND DEVELOPED W rHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUALCONTACTVMN THESE DRAWINW OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE Or THESE RESTRICTIONS, SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP`S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2007 RRM is a California Corporation CQ? Z opo m 030 I i 4✓ m ' r t i T+ �j � ZA � �' as 0 .� 8—M Ln In to e.00cr 12O IS LL < L to Co LL_ m l •a. to 0 cr) < tnm ZD 0 J � 4E4wJ """ ' s 4„ ro E Ae�°c,.aw.rm TOO to 0 cr) < tnm ZD 0 J LU ,2101121 """ ' 01 1 1 jl l f , UT It _Til Y2" CW down to ice machine. Provide with Wilkins #740 backflow preventer unless equipment is supplied with built—in backflow prevention device. See overall floor pian P-3.1 for continuation. 2"Vent below floor. See detail 5/P-2.1 for solenoid valve specifiotions. O1X4"Vent below floor. QAll sewer/water piping to be in furring. KS -1 N&C BELOW FLOOR s- F_ t 165 MB W1 H1 3 �. FD -1 E j 1 E KS -2 f � „ KITCHEN SV -1 4 a "H WR t 0 E DINING AREA 16 EMERGENCY GAS SOV CONTROL PANE, 120VAC i? Y� 5e z.1 t 1 E t FS' 1 l Li KITCHEN f..._.._.....,..� }t €(t .... ISLAND VENT PIPING TO # ; BE MOUNTED AGAINST BACK OF CABINET E , 3„ 9 +1 1 f. f KS -2 P-2.2 i 3= VTR __ l 3 2 2 1111 mo'� BBQ 50,000 BTUH, 45 CFH Sv-z 4 —BBQ GAS RESET BUTTON I DISCHARGE T&P t6"ABOVE GRADE W/90m ELBOW TURNED DOWN 2 WH -1 12 Y€yam ].�Aj{� 1 199 MBTU P-2.1 LB -1 TPV � t Its f � t ft 1X44' tt Ei l; r 35,000 MBTUH t C:D t I FF BUNK Ll ROOM 1"GAS t FD -1 F' �l`l2 I i S TCI AGF - Elf r t , 4 + -% t__1X4" CIBI IS "L—z " .. j�,ENISEV RR f Y2 H&Cw 1 j 1 1c3 / L P FD -1 t i € ,`4a '� '105 t 1X4" " H&CW TPV _ Ei li ------------------ t 113 i t '( Fp 11 -- — --_ -- -- E FD -1 FF BUNK ROOM t! i HALLWAY 1)/4" L-2 1 t L-2 CAPT. ti l Y 3`t f TPVRES TROOM E - 106 `�- � t _ t E f SH -1 WC -1 FD --1 SH -1 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBYARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUPAND NO PARTTHEREDF SHALL HE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECftON WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. V€SUALCDNTACT VMH THESE DRAWINGS OR SPECIFICATION$$SHALL CONSTITUTE oONCLUST,,a EVIDENCE OF ACCEPTANCE OF THESE REsTR€CfiOHS. sUBMiiTAL OF THESE DOCUMENT'S FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAVER OF RRM DESIGN GROUP'S RIGHTS. RRIVI DESIGN GROUP COPYRIGHT 2007 RRM is a California Corporation mem®mm�momoawmmmm®e �y�1NEERb � w o LtJ LFI€ C U 00 i Zoo M D00€ 1 `j CD N. coCD Id C C_ o �J�� O Cj LL_LL_ X M Co KIM V) Z_ 6 n� ry ZO v o IL 7C O m U CLP l�)� D_LLI p x e g V CL A o LU Iz LU Ile __.i Lei =' Uj ammmto �yC; am i CO Q S $CB Q A. }SCALE:1/4"= °-0" V) 6 n� ry ZO O LL l�)� D_LLI p x e V LL Iz LU Ile __.i Lei A. }SCALE:1/4"= °-0" U - 3"RWO DN -- 3" RWL DN (TYPICAL) 4 3" PLUMBING ROOF PLAN Roof area served by each roof drain is shown below roof drain callout. Number indicates square feet. iia 4 RD -1 I g4cc - 450 0 i 0 FIB -1 C+' j!1 A W FR BEL ! j � a o 0 LL D 0 j} 85 S / , c U. E 1 1 �� /� �r,,,,J9 El i� C7 _ m Ln Ln CD L- .°�' o c Q g L � OD CL7 „1 6..J J v [[/��j V 1 Min\ X � � LLLL: < o to A Eli. M RD -1 701 q � 2 �� ��� I 4F Ste• ! ' / D € 4"VTR Il Rp_ E } I� 1 l 1 I 5" OFLU E/I N TAKE FROM WH -2 0C I lLL *ti 1 j F „ RWO DN = i 1 Y= f l L EI /A 3to 4" I e 5A THE THE €NCLUDE.D DRAWINGS. SPECIFICATIONS. IDEAS, DESIGNS AND ARRANGEP&NTS REPRESENTED THEREBYARE AND SHALL REMAIN THE PROPERTY OF RAM DESIGN GROUP AND NO PARTTHE REOF WALL BE COPIED. DISCLOSED TO OT14M OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. WSUAL CONTACT WITH THESE DRAW€NGS OR SPECIFICATIONS SHA.U- CONSTITUTE CONCLUSNE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. StMMI ETAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAP ER OF FIRM DESIGN GROUPS RIGHTS. RRM DESIGN GROUP COPYRIGHT 2007 RRM 6s a California Corporation 't iia 4 o � g g4cc .. 0 0 C+' .0 En a o 0 LL D 0 ._ 1 �i U. E 1 1 �� /� �r,,,,J9 0 C- C7 _ m Ln Ln CD L- .°�' o c Q g L � OD CL7 „1 6..J J v [[/��j V X � � LLLL: < o to A Eli. M 't iia 4 .. 0 En a LL D 0 ._ 1 �i U. �4 • ice= 'Jn 1:ciw>uw.dAY.s�: 't4�",Y..Y3. Anxy91V. SHEET a 0 En a LL D 0 ._ 1 U. SHEET Request for Information 061 Detailed, RFIs Grouped by RFI Number Fire Station #14 5815 Mountain Vista Drive Bakersfield, CA 93311 Project # 18020 Tel: 661-665-8175 Fax: 661-665-8297 RFI #: 061 Date Created: 8/26/2009 Answer Company Answered By Author Company Authored By RRM Design Group 3765 South Higuera Street Suite #102 San Luis Obispo, CA 93401 Mike Scott S.C. Anderson, Inc. Rhonda Shoufler 5815 Mountain Vista Dr. Bakersfield, CA 93307 Co -Respondent Author RFI Number A -C #25 Subject Discipline Category Color of Trim Devices Electrical Field Clarification Cc: Company Name Contact Name Copies Notes Question Date Required: 9/9/2009 Spec Section / 16140: Spec Section 2.01 states trim color to be white in general interior finish areas. Toilet rooms changed to white on white with ASI #03. Spec Section 2.03 states toggle handles shall be gray in color. Spec Section 2.04 A states wall plates for switches and receptacles shall be brushed aluminum in finished areas, type 302 stainless steel in apparatus bays. Spec. Section 2.04 C states for receptacles or switches mounted adjacent to each other, wall plates shall be common for each group of receptacles or switches. Please clarify is it going to be gray switches & gray receptacles with stainless covers in the apparatus bay? White receptacles, white switches and brushed aluminum covers in all areas other than apparatus bay? Suggestion t Answer Date Answered: 8/26/2009 L Gray switches with gray receptacles and stainless color in the apparatus bay is confirmed. (Also in cleanup 124, yard 123, Jan 121, Turnout 118 and Med/Scuba 122) 2. Provide white switches and receptacles with white plates at all other locations (except: provide black switches, outlets and plates on walls w/wood modular walls panels in reception area 101 per Spec Section 2.01). / yet •Y.o\ LEGEND NOTE: INTERPRET IN CONTEXT LIGHT FIXTURES POWER/COMM. CONDUIT/WIRE O CEILING SURFACEMOUNT (� SINGLE RECEPT. ____ NEW FIRE ALARM TERMINAL WALL SURFACEMOUNT 0 DUPLEX RECEPT. ABANDONED NEW POWER HOMERUN FORCED AIR UNIT PENDANT MOUNT& OVERHEAD DUPLEX- HALF SWITCHED ABOVE (3 HOTS NEU T SHOWN ) ❑O RECESSED DOWNLIGHT 0 DUPLEX- MOUNT ABOVE COUNTER --- BELOW GRADE/SLAB FAN COIL RECESSED WALLWASH OFFICE of STATEWIDE HEALTH DOUBLE DUPLEX AIR CONDITIONER ISOLATED GROUND FULL LOAD AMPS RECESSED FLUOR. PLANNING & DEVELOPMENT DOUBLE DUPLEX -MOUNT ABOVE COUNTER -E- EMERGENCY CIRCUIT CO SURFACE FLUOR. OVLD SPECIAL CONFIGURATION — (E) POWER HOMERUN FLUOR FLUOR. STRIP LION P FLOORMOUNT 208V, 10 RECEPT --- WIRE LINE- CONTINUES -�1- TRACK LIGHT O DUPLEX- FLOOR OUTLET ' CONDUIT STUB (W/MARKER) FSAS DIRECTIONAL FLOOD°F1 PB GROUND FAULT CIRCUIT INTERRUPT AIC VERTICAL CONDUIT RUN FVNR EMERGENCY FIXTURE (96a RECEPT. FOR SERVICE REEL. -►r- CONDUIT SEAL G POLE LIGHT OD RECEPT. FOR CORD DROP. AS FLEXIBLE CONNECTION GC POLE LIGHT- DECORATIVEJO PC JUNCTION BOX -`"- LOW VOLTAGE OO UPLIGHT- FLUSH IN GRADE V TELEPHONE OUTLET -"- SURFACEMOUNT RACEWAY OO BOLLARD 0 DATA OUTLET AV INDICATES LINE CONTINUES ff--tn TANDEM -WIRED LAMPS V PHONE/DATA COMBO OUTLET AWG CORD W/PLUG ® UNDERCABINET LIGHT Ow WIRELESS DATA PORT/ROUTER - CONDUIT STUB GRS WALL SURFACEMOUNT LINEAR TYPE v°T DATA/TELEVISION COMBO OUTLET FIRE ALARM o PENDANT LINEAR FLUOR. V DATA/TELEVISION COMBO OUTLET - BLDG BUILDING H RECESSED WALLMOUNT RECEPT MOUNT ABOVE COUNTER FHORN- AUDIBLE DEVICE F9 WALLPACK © TELEVISION OUTLET D VISUAL- VISUAL DEVICE H9 EXIT LIGHT- WALL c --::p SAFETY DISCONNECT FA V1 AUDIBLE/VISUAL . 8 EXIT LIGHT- CEILING JOS ABOVE-CLGMOUNT J -BOX El FLOW SWITCH HOA (ARROW INDICATES DIRECTION) © TV OUTLET-FLOORMOUNT 0 TAMPER SWITCH AF�771 LETTER ADJACENT INDICATES O TELEPHONE FLOOR OUTLET © MANUAL PULL STATION HPF FIXTURE TYPE � DATA FLOOR OUTLET O ADDRESSABLE INTERFACE DEVICE O - DIRECTIONAL MARKER O PHONE/DATA COMB O FLOOR OUTLET so @ SMOKE DETECTOR FM ALERT SYSTEM STROBE SOT RAPID START Soo DUCT SMOKE DETECTOR ID IDENTIFICATION SC CALL TONE PUSH BUTTON CA. ENERGY COMMISSION IF INSIDE FROST �RL RESPONSE LIGHTING RESET PUSHBUTTON So 2o 120V STAND ALONE SMOKE DETECTOR SWITCHESHEAT IG ® SFM STATE FIRE MARSHAL DETECTOR CALIFORNIA FIRE CODE J -BOX JUNCTION BOX BASE RADIO ® BELL $ SPST ccTV CLOSED CIRCUIT TELEVISION SLIMLINE, SWITCH LEG END OF LINE RESISTOR $2 DPST MISCELLANEOUS SPEC 04 SOLENOID VALVE $3 3 -WAY KILOWATT SPST SINGLE POLE SINGLE THROW CNT'R $, 4 -WAY 'a MOTOR SOUND $D DIMMER OT THERMOSTAT $V SWITCH WITH VOLUME CONTROL COND TIMER SWITCH -^- CIRCUIT BREAKER STR'G BUZZER $T W/THERMAL OVERLOAD -`ti FUSIBLE SWITCH © CHIME $P W/PILOT LIGHT Z GROUND 0 SPEAKER- CLG FLUSHMOUNT $K KEY OPERATED 0 PHASE OV SPEAKER- W/ INTEGRAL VOLUME CONTROL a DUAL LEVEL SWITCHING (D CLOCK T SPEAKER- (a) SWITCHLEG DESIGNATION 1-0 PUSHBUTTON -T- WALLMOUNT $OS OCCUPANCY SENSOR SWITCH MCA FLUSHMOUNT PANEL TBR MICROPHONE INPUT AUXILIARY $FiL FAN/LIGHT CONTROLLER MCB SURFACEMOUNT PANEL INPUT HEADSET QQ LUMEN SENSOR a FLUSHMOUNT CABINET VQ OUTLET VOLUME ® DIMMING PHOTO SENSOR MCTC SURFACEMOUNT CABINET V S 0 CONTROL DISC DISCONNECT ��M� DAMPER MOTOR TELCO SPEAKER- CLG FLUSHMOUNT OS OCCUPANCY SENSOR (CEILING) © MANUFACTURER TS VANDAL -RESISTANT DPST DOUBLE POLE SINGLE THROW MFS HUMIDISTAT TSO CLOCK/SPEAKER WALLMOUNT DW DISHWASHER D MAGNETIC CONTACTOR TSP SEMI -FLUSH EM EMERGENCY ®' COMBINATION STARTER TTB TELEPHONE TERMINAL BOARD ABBREVIATIONS i A AMPERE FACP FIRE ALARM CONTROL PANEL OCP OVERCURRENT PROTECTION AB AMP BREAKER FAT FIRE ALARM TERMINAL OD OUTSIDE DIAMETER ABAND ABANDONED FAU FORCED AIR UNIT OH OVERHEAD ABV ABOVE FBO FURNISHED BY OTHERS OSA OFFICE of the STATE ARCHITECT AC ALTERNATING CURRENT FC-# FAN COIL OSHPD OFFICE of STATEWIDE HEALTH AC-# AIR CONDITIONER FLA FULL LOAD AMPS PLANNING & DEVELOPMENT ADJ ADJACENT FLR FLOOR OVLD OVERLOAD AF AMP FUSE, AMP FRAME FLUOR FLUORESCENT P POLE AFF ABOVE FINISH FLOOR FS FUSIBLE SWITCH PA PUBLIC ADDRESS AFG ABOVE FINISH GRADE FSAS FIRE STATION ALARM SYSTEM PB PULLBOX AIC AMPERES INTERRUPTING CAPACITY FVNR FULL VOLTAGE NON -REVERSING PC PULL CHAIN Al ALUMINUM G GROUNDING CONDUCTOR PC PHOTOCELL AS AMP SWITCH RATING GC GENERAL CONTRACTOR PC PLUMBING CONTRACTOR ATS AUTOMATIC TIME SWITCH GD GARBAGE DISPOSAL ph PHASE ATS AUTOMATIC TRANSFER SWITCH GFCI GND FAULT CIRCUIT INTERRUPTER PNL PANEL AV AUDIBLE/AUDIO VISUAL GFI GND FAULT CIRCUIT INTERRUPTER POC POINT OF CONNECTION AWG AMERICAN WIRE GAGE GND GROUND -PP- POWER PRIMARY BFG BELOW FINISH GRADE GRS GALVANIZED RIGID STEEL -PS- POWER SECONDARY BIL BASIC IMPULSE LEVEL GWS GANG WITH SWITCH (R) RESPONSE LIGHTING BLDG BUILDING H HEIGHT, HIGH RECEPT RECEPTACLE C CONDUIT HACR HEATING, AC & REFRIG REF REFRIGERATOR -C- CAN CONDUIT HID HIGH INTENSITY DISCHARGE REQ'D REQUIRED CAB'T CABINET HO HIGH OUTPUT RLA RATED LOAD AMPS CATV CABLE TELEVISION HOA HAND -OFF -AUTO RM ROOM CB CIRCUIT BREAKER, CODE BLUE hp HORSEPOWER RMC RIGID METAL CONDUIT CBC CA. BUILDING CODE HPF HIGH POWER FACTOR RMV REMOVE CCN CLOSED CAPTION TELEVISION HPS HIGH PRESSURE SODIUM RPLC REPLACE CD CORD DROP IC INTERCOM RS RAPID START CEC CA. ELECTRICAL CODE ID IDENTIFICATION SC SIGNAL CABINET CA. ENERGY COMMISSION IF INSIDE FROST SCC SHORT CKT CURRENT CF COMPACT FLUORESCENT IG ISOLATED GROUND SFM STATE FIRE MARSHAL CFC CALIFORNIA FIRE CODE J -BOX JUNCTION BOX SHT SHEET CLG CEILING K QUANTITY 1000 SL SLIMLINE, SWITCH LEG CL CENTER LINE kVA KILOVOLTAMPS SPEC SPECIFICATION CKT CIRCUIT kW KILOWATT SPST SINGLE POLE SINGLE THROW CNT'R CONTRACTOR LC LIGHTING CONTACTOR SQ SQUARE C.O. CONDUIT ONLY (W/PULLROPE) LPS LOW PRESSURE SODIUM SR SERVICE REEL COND CONDUIT, CONDUCTOR LRA LOCKED ROTOR AMPS STR'G STORAGE CR CRITICAL BRANCH LS LIFE SAFETY BRANCH SURF SURFACE CSFM CALIFORNIA SFM LT LIGHT SVC SERVICE CT CURRENT TRANSFORMER LTG LIGHTING SW SWITCH Cu COPPER LV LOW VOLTAGE T TRANSFORMER, TERMINAL CU-# CONDENSING UNIT MC MECHANICAL CONTRACTOR -T- TELEPHONE CONDUIT D DEPTH MCA MINIMUM CKT AMPS TBR TO BE REMOVED DC DIRECT CURRENT MCB MAIN CIRCUIT BREAKER TBD TO BE DETERMINE DF DRINKING FOUNTAIN MCTB MAIN CAN TERMINAL BOARD TC TIME CLOCK DIA DIAMETER MCTC MAIN CATV TERMINAL CABINET TEL TELEPHONE DISC DISCONNECT MECH MECHANICAL TELCO TELEPHONE COMPANY DIST DISTRIBUTION MFR MANUFACTURER TS TIME SWITCH DPST DOUBLE POLE SINGLE THROW MFS MAIN FUSIBLE SWITCH TSO TIME SWITCH OVERRIDE DW DISHWASHER MH METAL HALIDE TSP TWISTED SHIELDED PAIR EM EMERGENCY MLO MAIN LUGS ONLY TTB TELEPHONE TERMINAL BOARD (E) EXISTING MOCP MAXIMUM OCP TTC TELEPHONE TERMINAL CABINET EA EACH MSB MAIN SWITCHBOARD TX TRANSFORMER EB ELECTRONIC BALLAST MT MOUNT TYP TYPICAL EC ELECTRICAL CONTRACTOR MT HT MOUNTING HEIGHT TYP SIM TYPICAL SIMILAR EC- EVAPORATIVE COOLER MTS MANUAL TRANSFER SWITCH UC UNDERCABINET, UNDERCOUNTER EF- EXHAUST FAN MCTB MAIN COMM TERMINAL BOARD UG UNDERGROUND EL EVENING LIGHT MTTC MAIN TELEPHONE TERMINAL CABINET UGPS UNDERGROUND PULL SECTION ELEC ELECTRICAL MW MICROWAVE UH UNIT HEATER EM EMERG BATTERY BACKUP N NEUTRAL (GROUNDED CONDUCTOR) UL UNDERWRITERS LABORATORIES EMB EMERGENCY BALLAST (N) NEW LION UNLESS OTHERWISE NOTED EMERG EMERGENCY N3R NEMA 3R USA UG SVC ALERT 800-642-2444 EOL END OF LINE NC NORMALLY CLOSED V VOLT CALIFORNIA ENERGY CODE (CEG) NEC NATIONAL ELECTRICAL CODE VA VOLT AMPERES EQUIP'T EQUIPMENT NEMA NAT'L ELEC MANUFACTURER'S ASSOC VAC VOLT ALTERNATING CURRENT ES ENERGY SAVING NIC NOT IN CONTRACT VEF-# VEHICLE EXHAUST FAN 'E REMOVED TINO NL NIGHT LIGHT VHO HIGH OUTPUT N IR� LCATION � NO NORMALLY OPEN VOLT VOLTAGE E TO BVERY E RELOCATED NPF NO MAL POWER FACTOR VRBE VANDAL -RESISTANT EXT EXTERIOR NTS NOT TO SCALE W WIDTH, WATT, WIRE F FLUORESCENT OC ON CENTER WH-# WATER HEATER (F) FUTURE WP WEATHERPROOF (NEMA 3R) F-# FURNACE XFMR TRANSFORMER FA FIRE ALARM +48 INDICATES MOUNTING HEIGHT AFF K:\DWGS\07-8118\97-8118E10.dwg - Helen - Jul 02, 2008 - 1:53pm GENERAL NOTES 1. CODE COMPLIANCE: ALL WORK SHALL CONFORM TO AND BE PERFORMED IN ACCORDANCE WITH CODES, STANDARDS, AND ORDINANCES AS SET" FORTH BY THE AUTHORITIES HAVING JURISDICTION AND THEIR LATEST ADOPTED EDITIONS (IN EFFECT AT TIME OF BUILDING PERMIT APPLICATION) OF THE FOLLOWING PUBLICATIONS: A. CALIFORNIA CODE OF REGULATIONS TITLE 24; INCLUDES NATIONAL ELECTRICAL CODE, UNIFORM FIRE CODE, UNIFORM BUILDING CODE, ETC. WITH CALIFORNIA AND OTHER LOCAL AMENDMENTS AS APPLICABLE. B. AMERICANS WITH DISABILITIES ACT (ADA). 2. SAFETY. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL EQUIPMENT IN A SAFE AND RESPONSIBLE MANNER. KEEP DEAD FRONT EQUIPMENT IN PLACE WHILE EQUIPMENT IS ENERGIZED. CONDUCT ALL CONSTRUCTION OPERATIONS IN A SAFE MANNER FOR EMPLOYEES AS WELL AS OTHER WORKPERSONS OR ANYONE VISITING THE JOB SITE. PROVIDE BARRIERS, FLAGS, TAPE, ETC. AS REQUIRED FOR SAFETY. THE CONTRACTOR SHALL HOLD ALL PARTIES HARMLESS OF NEGLIGENT SAFETY PRACTICES, WHICH MAY CAUSE INJURY TO OTHERS ON OR NEAR THE JOB SITE. 3. FIRE RATED ASSEMBLIES SHALL MAINTAIN RATINGS AS SPECIFIED IN THE CALIFORNIA BUILDING CODE CHAPTER 7. CONTRACTOR SHALL PROVIDE AND INSTALL PHYSICAL ENCLOSURE AROUND FIXTURES, PANELS, ETC. AS REQUIRED. ALL ASSEMBLIES TO BE PENETRATED SHALL BE INSTALLED WITH APPLICABLE THROUGH -PENETRATION FIRESTOP SYSTEM AS DETERMINED BY UL CLASSIFICATION. BEFORE CONSTRUCTION, VERIFY AND COMPLY WITH REQUIREMENTS OF LOCAL AUTHORITY HAVING JURISDICTION. 4. MOUNTING HEIGHTS IN INCHES TO CENTERLINE ABOVE FINISH FLOOR SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: +18" AFF: RECEPTACLES, TELEPHONE, TV & DATA OUTLETS. +48" AFF: LIGHT SWITCHES. +48" AFF: FIRE ALARM MANUAL PULL STATIONS, T -STATS. THE LOWER OF +80" AFF OR 6" BELOW CEILING: FIRE ALARM VISUALS. BEFORE ROUGH -IN, VERIFY ALL MOUNTING HEIGHTS AND EXACT LOCATIONS FOR ALL EQUIPMENT ELECTRICAL CONNECTIONS, STUB -UPS, RECEPTACLES, OUTLETS, ETC. WITH ARCHITECT OR OWNER. PLACE DEVICES LOCATED ABOVE COUNTERS, SHELVING, ETC. AND IN BATHROOMS SO AS NOT TO CONFLICT WITH EDGES OF WAINSCOTING, COUNTER SPLASH, SHELVING, ETC. ARCHITECTURAL SHEETS SHALL GOVERN. 5. LABEL PANELS, CABINETS, BACKBOARDS, MAIN DEVICES, SAFETY SWITCHES, CONTACTORS AND OTHER SPECIFICALLY DESIGNATED EQUIPMENT SHOWN ON PLANS. USE ENGRAVED LAMINATED PLASTIC NAMEPLATES ATTACHED BY SCREWS OR RIVETS. FOR FEEDERS, NEATLY AND INDELIBLY LABEL CONDUIT DESTINATIONS ON BOTH VISIBLE ENDS OF CONDUIT RUNS WHERE CONDUITS TERMINATE AT DESIGNATED ENCLOSURES, STRUCTURES OR EQUIPMENT (INCLUDING PULL AND SPLICE BOXES). 6. EQUIPMENT ANCHORAGE: BRACE OR ANCHOR ALL ELECTRICAL EQUIPMENT TO RESIST A HORIZONTAL FORCE ACTING IN ANY DIRECTION. USE THE FOLLOWING CRITERIA FOR DETERMINING: A. FIXED EQUIPMENT ON GRADE 30% OF OPERATING WEIGHT. B. FIXED EQUIPMENT ON STRUCTURE 45% OF OPERATING WEIGHT. C. EMERGENCY POWER EQUIPMENT ON GRADE 40% OF OPERATING WEIGHT. D. EMERGENCY POWER EQUIPMENT ON STRUCTURE 60% OF OPERATING WEIGHT. EXCEPTIONS: FOR FLEXIBLY MOUNTED EQUIPMENT, USE 4X THE ABOVE VALUES; FOR SIMULTANEOUS VERTICAL FORCE, USE 1/3X HORIZONTAL FORCE. SEE STRUCTURAL PLANS FOR ANCHORAGE DETAILS AND WHERE ANCHORAGE DETAILS ARE NOT SHOWN ON THE DRAWINGS, THE FIELD INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER AND THE FIELD REPRESENTATIVE OF THE AUTHORITY HAVING JURISDICTION. SHOULD SAID APPROVAL BE WITHHELD, ELECTRICAL CONTRACTOR SHALL, AT NO EXTRA COST TO THE OWNER, MODIFY AND JUSTIFY INSTALLATION AS REQUIRED TO GAIN APPROVAL. FIRE ALARM SYSTEM SPRINKLER SYSTEM FULL SHOP DRAWINGS SHALL BE PREPARED BY THE CONTRACTOR AND BE SUBMITTED TO THE ARCHITECT AND ENGINEER FOR REVIEW, UPON FAVORABLE REVIEW BY THE ARCHIECT AND ENGINEER, SHOP DRAWINGS SHALL BE SUBMITTED BY THE CONTRACTOR THE LOCAL FIRE AUTHORITY FOR APPROVAL. INSTALLATION OF THE FIRE ALARM SYSTEM SHALL NOT BEGIN UNTIL THE LOCAL FIRE AUTHORITY HAS APPROVED THE SHOP DRAWINGS. 1. PROVIDE ALL WORK AND MATERIAL REQUIRED FOR A COMPLETE AND OPERATING FIRE ALARM SYSTEM. WORK SHALL INCLUDE (BUT NOT BE LIMITED TO): A. SHOP DRAWINGS B. SUBMITTAL FOR APPROVAL C. COMPLETE INSTALLATION AND TESTING D. SYSTEM TRAINING FOR OWNER'S REPRESENTATIVE E. WARRANTY 2. SUBMIT A SEPARATE SET OF DETAILED FIRE ALARM PLANS, SPECIFICATIONS AND ENGINEERING CALCULATIONS INCLUDING BUT NOT NECESSARILY LIMITED TO: A. CSFM LISTING #'S AND MANUFACTURER MODEL #'S FOR EVERY SYSTEM COMPONENT WHICH IS TO BE INTERCONNECTED AS A PART OF THIS PROJECT. B. SINGLE LINE, RISER AND POINT TO POINT WIRING DIAGRAMS INCLUDING BATTERY AND VOLTAGE DROP CALCULATIONS FOR THE ENTIRE SYSTEM. C. INDICATION OF CONDUCTOR TYPE(S), POWER -LIMITED OR NON -POWER -LIMITED SYSTEM. D. SCALED ELEVATION OF REMOTE GRAPHIC ANNUNCIATOR PANEL AT ENTRY. (IF REQUIRED). E. LIST OF PROPOSED ZONES FOR ALL INITIATING DEVICES. F. MATRIX OF SYSTEM OPERATION. G. INFORMATION AS REQUIRED TO DEMONSTRATE COMPLIANCE WITH APPLICABLE CODE(S) AND GAIN APPROVAL OF AUTHORITY(IES) HAVING JURISDICTION. FIRE ALARM SYSTEM INSTALLATION SHALL NOT BEGIN UNTIL SEPARATE PERMIT HAS BEEN OBTAINED AND ALL OF THE ABOVE HAS BEEN ACCEPTED AND SIGNED BY THE AUTHORITY(IES) HAVING JURISDICTION AND THE ARCHITECT. AFTER CONSTRUCTION, PROVIDE ACCURATE FIELD RECORD DRAWINGS TO OWNER. 3. AS A MINIMUM, UNLESS OTHERWISE NOTED, FIRE ALARM CONTROL PANEL SHALL BE PROVIDED WITH BATTERY BACKUP, 4 ZONES AND 1 SIGNAL CIRCUIT WITH PROVISIONS FOR FUTURE EXPANSION. PROVIDE WITH DIALER (DACT) AND CONNECT TO COMMUNICATIONS SYSTEM WITH (2) DEDICATED VOICE LINES AS REQUIRED TO SEND SEPARATE AND DISTINCT SIGNALS (AS REQUIRED BY THE FIRE DEPARTMENT) TO AN APPROVED CENTRAL STATION. FIRE SPRINKLER RISER WATER FLOW AND / OR VALVE TAMPER SWITCHES SHALL BE PROVIDED AND INSTALLED BY THE SPRINKLER SYSTEM CONTRACTOR, AND WIRED BACK TO THE FACP BY THE FIRE ALARM CONTRACTOR. COORDINATE FOR PROPER VOLTAGE. ALL FIRE ALARM COMPONENTS SHALL BE CALIFORNIA STATE FIRE MARSHAL LISTED. 4. DUCT SMOKE DETECTORS SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR AND INSTALLED BY MECHANICAL CONTRACTOR. DETECTOR POWER AND SUPERVISORY WIRING AND CONNECTIONS SHALL BE MADE BY ELECTRICAL CONTRACTOR. MECHANICAL UNIT CONTROL (SHUTDOWN UPON DETECTOR ALARM) WIRING AND CONNECTIONS SHALL BE MADE BY MECHANICAL CONTRACTOR. EMERGENCY POWER SYSTEM 1. A PERMANENT PLAQUE SHALL BE PLACED AT THE NORMAL SERVICE EQUIPMENT DENOTING THE TYPE & LOCATION OF THE ON-SITE EMERGENCY STANDBY POWER GENERATOR (NEC 700-8, 701-9, 702-8) THE PLAQUE SHALL IDENTIFY THE CONNECTION OF THE GROUNDING ELECTRODE CONDUCTOR WHEN THAT CONNECTION IS AT A LOCATION REMOTE FROM THE GENERATOR. (NEC 00-8, 701-9, 702-8). 2. FOR ALL STANDBY GENERATOR SYSTEMS, A SIGN .SHALL BE PLACED AT THE SERVICE ENTRANCE EQUIPMENT INDICATING TYPE AND LOCATION OF ON-SITE EMERGENCY POWER SOURCES, PER NEC 700-8(A), 701-9(A), 702-8(A). 3. WHERE THE GROUNDED CIRCUIT CONDUCTOR CONNECTED TO THE EMERGENCY SOURCE IS CONNECTED TO A GROUNDING ELECTRODE CONDUCTOR AT A LOCATION REMOTE FROM THE EMERGENCY SOURCE, THERE SHALL BE A SIGN AT THE GROUNDING LOCATION THAT SHALL IDENTIFY ALL EMERGENCY AND NORMAL SOURCES CONNECTED AT THAT LOCATION, PER NEC 700-8(B), 701-9(B), 702-8(B). 4. WIRING FROM AN EMERGENCY SOURCE OR EMERGENCY SOURCE DISTRIBUTION OVERCURRENT PROTECTION TO EMERGENCY LOADS SHALL BE KEPT ENTIRELY INDEPENDENT OF ALL OTHER WIRING AND EQUIPMENT AND SHALL BE IDENTIFIED BY PERMANENT MARKING, EXCEPT AS NOTED IN (1) THROUGH (5), PER NEC 700-9(B): 1. THE NORMAL POWER SOURCE WIRING SHALL BE PERMITTED TO BE LOCATED IN TRANSFER EQUIPMENT ENCLOSURES. 2. IN EXIT OR EMERGENCY LIGHTING FIXTURES, WIRING SUPPLIED FROM TWO SOURCES SHALL BE PERMITTED. 3. IN A COMMON JUNCTION BOX, ATTACHED TO EXIT OR EMERGENCY LIGHTING FIXTURES, WIRING SUPPLIED FROM TWO SOURCES SHALL BE PERMITTED. 4. THE WIRING WITHIN A COMMON JUNCTION BOX ATTACHED TO UNIT EQUIPMENT, CONTAINING ONLY THE BRANCH CIRCUIT SUPPLYING THE UNIT EQUIPMENT AND THE EMERGENCY CIRCUIT SUPPLIED BY THE UNIT EQUIPMENT SHALL BE PERMITTED. 5. WIRING OF TWO OR MORE EMERGENCY CIRCUITS SUPPLIED FROM THE SAME SOURCE SHALL BE PERMITTED IN THE SAME RACEWAY, CABLE, BOX, OR CABINET. 6. THE FOLLOWING EQUIPMENT SHALL BE UL LISTED AS INDICATED: STATIONARY GENERATORS 600V OR LESS IN NON -HAZARDOUS LOCATIONS - (UL2200) STATIONARY GENERATORS 600V OR LESS IN HAZARDOUS LOCATIONS - (UL674) STATIONARY GENERATORS 600V OR LESS IN MARINE ENVIRONMENTS - (UL1112) NON EMERGENCY UNINTERRUPTIBLE POWER SYSTEMS (UPS) - (UL1778) EMERGENCY RATED UNINTERRUPTIBLE POWER SYSTEMS (UPS) - (UL924) EMERGENCY RATED LOW LEVEL PATH MARKING AND LIGHTING SYSTEMS - (UL1994) s� e�3 (sem ?,Ae,t SI -Oz\ GENERAL LIGHTING PLAN NOTES DUAL LEVEL SWITCHING: IN ROOMS 100 SQ. FT. OR LARGER, OR WHERE INDICATED ON PLANS, CONTROL INBOARD LAMPS BY ONE SWITCH AND OUTBOARD LAMPS BY OTHER SWITCH. NIGHT LIGHT (NL) DESIGNATED LUMINAIRES IN INTERIOR AND EXTERIOR LOCATIONS SHALL BE AUTOMATICALLY CONTROLLED TO BE ON FROM DUSK TO DAWN. LIGHTING FIXTURE LOCATIONS SHOWN ARE SCHEMATIC. REFER TO ARCHITECTURAL PLANS (REFLECTED CEILING, ELEVATIONS, ETC.) FOR EXACT LOCATIONS AND MOUNTING HEIGHTS PRIOR TO ROUGH -IN. - REFER TO ARCHITECT'S REFLECTED CEILING PLAN(S) FOR CEILING HEIGHTS, TYPES, FINISHES, ETC. IN EACH AREA. VERIFY. FLANGE TYPES, TRIM KITS, STEM LENGTHS, ETC. FOR ALL FIXTURES PRIOR TO SUBMITTALS. - CONFIRM LOCATION OF ALL DOORS SWINGS WITH ARCHITECTURAL PLANS PRIOR TO ROUGH -IN OF SWITCHES. - PROVIDE UNSWITCHED HOT LEG OF ROOM LIGHTING BRANCH CIRCUIT TO EACH BATTERY POWERED EMERGENCY LIGHT AND EXIT SIGN FOR CONTINUOUS CHARGING. GENERAL POWER PLAN NOTES - FUSING: ALL FUSIBLE SAFETY DISCONNECT SWITCHES SHALL BE PROVIDED WITH DUAL -ELEMENT TIME DELAY TYPE FUSES SIZED AND RATED PER EQUIPMENT MANUFACTURERS' RECOMMENDATIONS. VERIFY WITH EQUIPMENT NAMEPLATE BEFORE INSTALLATION. - INSTALL SEPARATE NEUTRALS FOR EACH BRANCH CIRCUIT SERVING ISOLATED GROUND RECEPTACLES. - MOTOR OVERLOAD PROTECTION: WHERE REQUIRED BY NEC ARTICLE 430 PART C AND NOT SHOWN ON PLAN OR PROVIDED INTEGRAL WITH EQUIPMENT, PROVIDE AND INSTALL THERMAL OVERLOAD PROTECTION FOR ALL MOTORS. - SPARE CONDUIT FOR RECESSED PANELS: PROVIDE (1) 3/4" SPARE CONDUIT STUB UP TO ACCESSIBLE ABOVE CEILING SPACE AND/OR ACCESSIBLE SPACE BELOW FOR EVERY (3) SPARE BREAKER SPACES AS INDICATED ON PANEL SCHEDULES. - DEVICE LOCATIONS SHOWN ARE SCHEMATIC AND APPROXIMATE. EXACT LOCATIONS SHALL BE FIELD VERIFIED DURING ROUGH -IN WITH ARCHITECTURAL ELEVATIONS, CASEWORK SHOP DRAWINGS, FURNITURE, ETC. AND SHALL BE COORDINATED WITH OTHER TRADES TO AVOID CONFLICT WITH OTHER EQUIPMENT. - ELECTRICAL AND COMMUNICATIONS OUTLETS SHOWN IN THE SAME LOCATION, SHALL BE MOUNTED ON OPPOSITE SIDES OF THE SAME STUD. COORDINATE BETWEEN ELECTRICAL AND COMMUNICATIONS PLANS. GENERAL COMMUNICATION PLAN NOTES - SIGNAL AND COMMUNICATIONS SYSTEMS RACEWAYS AND BOXES: PROVIDE AND INSTALL 4" SQUARE RECESSED JUNCTION BOX WITH 1 -GANG RING. (SEE DETAIL 1 ON SHEET E-5.0 FOR ADDITIONAL INFORMATION). - TELEPHONE/TELEVISION/VOICE/DATA WIRING: SEE DETAIL 1 ON SHEET E-5.0. - DEVICE LOCATIONS SHOWN ARE SCHEMATIC AND APPROXIMATE. EXACT LOCATIONS SHALL BE FIELD VERIFIED DURING ROUGH -IN WITH ARCHITECTURAL ELEVATIONS, CASEWORK SHOP DRAWINGS, FURNITURE, ETC. AND SHALL BE COORDINATED WITH OTHER TRADES TO AVOID CONFLICT WITH OTHER EQUIPMENT. CONDUITS ARE NOT TO BE ALLOWED ON THE "MCTB" EXCEPT WITHIN 6" OF EACH CORNER. ALL LOW VOLTAGE WIRING IN EXPOSED CEILING SHALL BE IN CONDUIT. GENERAL ELECTRICAL ROOF PLAN NOTES - PROVIDE SEALTITE POWER & CONTROL CONNECTIONS TO ALL AC UNITS. - ALL EQUIPMENT SHOWN ABOVE ROOF IS NEMA 3R. - VERIFY EXACT EQUIPMENT LOCATIONS AND POINTS OF CONNECTION WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. - CONDUIT SHOWN IS ROUTED IN CEILING SPACE BELOW ROOF DECK. - NO ROOF MOUNT CONDUIT IS ALLOWED UNLESS OTHERWISE NOTED. - FUSE DISCONNECT SWITCHES PER EQUIPMENT NAMEPLATE RATING. - ALL ROOF PENETRATIONS SHALL BE MADE WITH ROOF JACKS, SEAL ALL PENETRATIONS WITH MASTIC. GENERAL MECHANICAL SYSTEMS NOTES - MECHANICAL UNIT CONDUITS: TO PREVENT DAMAGE DUE TO VIBRATION, BOTH POWER AND CONTROL WIRING CONDUITS FEEDING EXTERIOR MECHANICAL UNITS SHALL BE PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR WITH LIQUID TIGHT FLEXIBLE TYPE AT FINAL CONNECTION TO UNIT AND BETWEEN ROOF JACK AND DISCONNECT SWITCH WHERE DISCONNECT IS MOUNTED ON UNIT. - MECHANICAL CONTROLS ROUGH -IN: PROVIDE AND INSTALL J -BOX, RING AND CONDUIT (SIZE ALL AS REQUIRED) FROM EACH MECHANICAL CONTROLS LOCATION TO CONTROLLED MECHANICAL UNITS. - T -STAT J -BOXES: PROVIDE AND INSTALL 4" SQUARE JUNCTION BOX WITH 1 -GANG RING AND 1/2" CONDUIT TO ACCESSIBLE CEILING SPACE ABOVE AT EACH THERMOSTAT LOCATION. - EXHAUST FANS SHALL BE PROVIDED & INSTALLED BY MECHANICAL CONTRACTOR WITH WIRING CONNECTIONS MADE BY ELECTRICAL CONTRACTOR. - MECHANICAL EQUIPMENT CONTROLS: MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LOW VOLTAGE WIRE AND CONNECTIONS (BELOW 120 VOLT) TO AND FROM ALL MECHANICAL CONTROL DEVICES. ALL LOW VOLTAGE CONTROL WIRE SHALL BE IN CONDUIT, UNLESS OTHERWISE NOTED. - PULLROPES: ANY RACEWAY WITHOUT CABLE OR WIRE SHALL BE INSTALLED WITH MINIMUM 200 POUND TEST PULL LINE AND LARGER IF REQUIRED BY SERVING UTILITY COMPANY. ANY NEW OR EXISTING COMMUNICATION OR SIGNAL RACEWAY ROUTED BETWEEN BUILDINGS, SIGNAL CABINETS, AND/OR SIGNAL CLOSETS WITH FUTURE CAPACITY SHALL BE INSTALLED WITH MINIMUM 200 POUND TEST PULL LINE AS WELL AS THE CALLED FOR CABLE. /o -yo `-� T U. Ti�s4 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DEIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND BHA L REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THE OF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNE ION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC ROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPE1 WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CO ACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE C NCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUE WITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEWS IALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUPRIGHTS. RRM DESIGN GROUP COPYRIGH 2007 RRM is a California Corporation ENGINEER 1 NP THOMA ELECTRIC, INC. P.O. Box 1167 — 3562 ,Empleo San Luis Obispo, CA 93406 Phone: (805) 543-3850 Fax: (805) 543-3829 cod®thomaelec.com EXPIRES: 06/30/09 THOMA #07-8118 r O U) Z W W O 0 Z � O z Z _O � Q I— w j Q Q w Q Z > rL U W W v � 0 w I— W CO LL - U J m w Q w m NO. E DATE O W PROJECT MANAGER C.J. o chi DRAWN BY H.W. _ DATE July 2, 2008 O CAD FILE 07-8118E10.dwg JOB NUMBER 1107514 Q- S'tiEEl' E-1.0 �. N m 0- v! ccu m c co Ec N o C co ■ � rn �— co M L r O U) Z W W O 0 Z � O z Z _O � Q I— w j Q Q w Q Z > rL U W W v � 0 w I— W CO LL - U J m w Q w m NO. REVISION DATE PROJECT MANAGER C.J. DRAWN BY H.W. CHECKED BY J.D. DATE July 2, 2008 CAD FILE 07-8118E10.dwg JOB NUMBER 1107514 S'tiEEl' E-1.0 LOAD SUMMARY "MSB" TOTAL "MSB" - 50.538 KVA 421 A SERVICE EQUIPMENT ENCLOSURE FULL LENGTH NEUTRAL BUS SERVICE EQUIPMENT ENCLOSURE FULL LENGTH GROUND BUS - t4 GROUND TO MCTB' "LIFER„ CONCRETE -ENCASED ELECTRODE, 1/2" MIN. PER NEC 250.52(A)(3) "METAL BUILDING FRAME" PER NEC 250.52(A)(2) 47.254 KVA 394 A METAL UNDERGROUND WATER PIPE 3/4" MINIMUM " PER NEC 250.52(A)(1) GROUND/BOND NTS K:\DWGS\07-8118\07-8118E11.dwg - Helen - Jul 02, 2008 - 2:46pm - 46.823 KVA 390 A COPPER GROUND BONDING JUMPER. OCCURRING AT SERVICE ENTRANCE EQUIPMENT. COPPER GROUND PER NEC TABLE 250.66 (COLD WATER BOND) "INTERIOR METAL WATER PIPE" 3/4" MINIMUM PER NEC 250.52(A)(5a) SUPPLEMENTAL ELECTRODE -C� AS REQUIRED PER NEC 250.53(D)(2) "GROUND ROD" 5/8" DIA. X 1 OFT ELECTRODE - I l PER NEC 250.52(A)(5b) ------------- "METAL GAS PIPE" PER NEC 250-104(bA-.,- SHUT-OFF ; VALVE ❑5 'MSB' - - - - - - - - - - ------------ 20A - - - - - - - - - - I 20A AVAILABLE FAULT CURRENT PER PG&E = 22K AMPS (SECONDARY SERVICE LENGTH IS BETWEEN 82'-147') ------------------------------------------ - - - - - - - - - - - - - - - - - - - - - - - 120/208V, 30, 4W 600 AMP BUS OA OB 0C OA OB OC 20A 20A 20A 20A 20A 20A 3P 10 3P 1P 1P 1P 1P 1P 1P 22KA 22K 22K 22K 22K 22K 22K 3PA 3POA I (2)100AMP AIC AIC AIC AIC AIC AIC AIC 42K I 3 POLE AIC I BREAKER SPACE i I i I I L- ----------�--- --- ----- a 1 #2/0 2 2 11 WP 30AMF 3P 20AMF 0 ® 11 "ATS" [42KAIC] T - 600A t--"\ [42KAIC] J it SPARE TVSS 12 I I - --- - - ---- ------------------� FUEL GENERATOR BLOCK MOTORIZED MOTORIZED PUMP BATTERY HEATER GATE GATE 13 CHARGER, MOTOR MOTOR LIGHTS, L=80'& IF= 15,851A RECEPTACLES F-31 "DP" l 600A I J 3P 120/208V, 30, 4W 600 AMP BUS I 3 8KA 3 BKA 18K - I AIC AIC AIC TVSS ..... 12 L-7 -- - - --------------------------- #2/0 1 3 3 F=7,146A [ I I /-I IF1'5,468A 'PPE' REFERS TO "PERSONAL PROTECTIVE EQUIPMENT". FARC FLASH SIGNAGE G PANEL I PANEL A B 100A/3P PANEL c � o � L=2' IF=14,710A 11 REFERENCE NOTES 1. PG&E SECONDARY SERVICE. 2. UTILITY APPROVED UNDERGROUND PULL SECTION. 3. DISTRIBUTION PANELBOARD, "DP". (SEE PANEL SCHEDULE) 4. ONAN AUTOMATIC -TRANSFER SWITCH THREE POLE SOLID NEUTRAL, (600AMP, 120/208V, 30, 4 WIRE, NEMA 3R) 5. TWO SECTION MAIN SWITCHBOARD "MSB". (600 AMPS, 120/208 VOLT, 30, 4 WIRE, NEMA 3R) 6. PANELBOARDS. (SEE SCHEDULES) 7. ONAN 175KW, (120/208V, 30, 4W, WITH NEMA 3R) BACKUP GENERATOR. NO SUB -BASE TANK OR DAY TANK. (SEE ENLARGED SITE PLAN ON SHEET E-2.1 FOR LOCATION AND SPECIFICATION SECTION 16620 FOR ADDITIONAL INFORMATION) 8. REMOTE GENERATOR ANNUNICATOR PANEL. (REFER TO NOTE 12/E-3.2 FOR LOCATION.) 9. BRANCH CIRCUIT(S) FOR BLOCK HEATER AND BATTERY CHARGER, VERIFY EXACT REQUIREMENTS WITH GENERATOR SUPPLIER / MANUFACTURER. 10. BUSSED SPACE. 11. HOSE TOWER. (SEE NOTE 12/E-2.0). 12. TRANSIENT VOLTAGE SURGE SUPPRESSOR, "TVSS". MOUNT ABOVE PANEL "MSB". INNOVATIVE TECHNOLOGIES #SP -T- 1 20/208V. 13. FUEL PUMP BREAKER AND EMERGENCY DISCONNECT MUST DISCONNECT ALL CONDUCTORS INCLUDING THE GROUND (NEUTRAL) CONDUCTOR PER CEC 514.11(A), (B) AND (C). F_ O FEEDER SCHEDULE 1. (2) 5"C.O. (PG&E SECONDARY) 2. (2) 4"C. EACH WITH (4) #350 KCMIL & (1) #1 CU. GROUND. 3. 2"C. (4) #3/0 THWN & (1) #6 CU GROUND. 4. 1-1/2"C. (4) #2 THWN & (1) #6 CU GROUND. 5. 3/4" (2) #12 & (1) #12 GROUND. 6. 3/4"C. (3) #12 START CIRCUIT (VERIFY WITH SUPPLIER) 7. 3/4"C. (4) #18 CONTROL. (VERIFY WITH SUPPLIER) 8. 1"C. (16) #18 CONTROL. (VERIFY WITH SUPPLIER) 9. 1"C. (20) #18 CONTROL. (VERIFY WITH SUPPLIER) 10. (2)#12 THWN & (1)#12 CU GROUND ROUTED IN CONDUITS SPECIFIED BY NOTE 23 ON SHEET E-2.1. 11. 1"C. (3)#12 THWN & (1)#12 CU GROUND. GENERAL NOTES - IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONTACT AND COORDINATE WITH THE SERVING UTILITY TO ENSURE ALL SERVING UTILITY REQUIREMENTS ARE MET. - SERVICE ENTRANCE EQUIPMENT SHALL BE IN ACCORDANCE WITH THE SERVING ELECTRIC UTILITY COMPANY'S REQUIREMENTS. - ALL CONDUCTORS SHALL BE COPPER WITH TYPE [THHN/THWN] INSULATION UNLESS OTHERWISE NOTED. - ALL SWITCHES, CIRCUIT BREAKERS AND OTHER EQUIPMENT, AS SPECIFIED, SHALL HAVE TERMINATION PROVISIONS LISTED AND IDENTIFIED FOR USE WITH 75 DEG. CONDUCTORS, AND ALL FEEDER CONDUCTORS, AND CONDUITS, ARE SIZE BASED ON USE OF 75 DEG. C COPPER WIRES TYPE SHWN/THHN. - ALL EQUIPMENT SHALL HAVE AN APPROVED TESTING LABORATORY LABEL ATTACHED [UL, CSA, ETC.] (CEC 110-2). - THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR SUPPLYING SWITCHGEAR SIZED TO FIT IN THE AVAILABLE SPACE. REFER TO ARCHITECTURAL PLANS FOR DIMENSIONAL INFORMATION NOT SHOWN ON THE ELECTRICAL PLANS. CONTRACTOR SHALL SUBMIT A 1/4" SCALE DRAWING OF ALL SWITCHGEAR, PANELBOARDS, AND TERMINATION CABINETS ON FLOOR PLAN WITH SUBMITTAL. - DESIGN SHOWN IS BASED ON SQUARE D PRODUCT; ENGINEER -APPROVED OR MANUFACTURERS EQUAL ARE ACCEPTABLE. - IN ACCORDANCE WITH CEC 110.16. PROVIDE ARC FLASH PROTECTION WARNING LABELS ON EACH SWITCHBOARD, PANELBOARD, AND TRANSFORMER. LABELS SHALL BE PER ANSI Z535.4 GUIDLINES. (SEE DETAIL 2 ON THIS SHEET). PROVIDE SIGNAGE AT SERVICE PER CEC 700.8(A) OR 701.9(A). C THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESI NSAND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHAL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THERE F SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECT ON WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC F ROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED NITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CON CT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE C CLUSNE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUB ITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW S LL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGH 2007 RRM is a California Corpor tion ENG/NEER/NCS THOMA ELECTRIC, INC. II P.O. Box 1167 - 3562 Empleo S San Luis Obispo, CA 93406 Phone: (805) 543-3850 Fax: (805) 543-3829 A. 10757 FCTR)�P��Q F pF CAL\ EXPIRES: 06/30/09 THOMA #07-8118 OA OB 0C Z KVA KVA KVA PANEL DP - 46.838 - 43.554 - 43.823 HOSE RACK - 1.500 - 1.500 - 1.500 CKT. 1 - 1.000 - - CKT. 2 - - 1.000 - CKT. 3 - - - 1.500 CKT. 4 - 1.200 - - CKT. 5 - - 1.200 - TOTAL "MSB" - 50.538 KVA 421 A SERVICE EQUIPMENT ENCLOSURE FULL LENGTH NEUTRAL BUS SERVICE EQUIPMENT ENCLOSURE FULL LENGTH GROUND BUS - t4 GROUND TO MCTB' "LIFER„ CONCRETE -ENCASED ELECTRODE, 1/2" MIN. PER NEC 250.52(A)(3) "METAL BUILDING FRAME" PER NEC 250.52(A)(2) 47.254 KVA 394 A METAL UNDERGROUND WATER PIPE 3/4" MINIMUM " PER NEC 250.52(A)(1) GROUND/BOND NTS K:\DWGS\07-8118\07-8118E11.dwg - Helen - Jul 02, 2008 - 2:46pm - 46.823 KVA 390 A COPPER GROUND BONDING JUMPER. OCCURRING AT SERVICE ENTRANCE EQUIPMENT. COPPER GROUND PER NEC TABLE 250.66 (COLD WATER BOND) "INTERIOR METAL WATER PIPE" 3/4" MINIMUM PER NEC 250.52(A)(5a) SUPPLEMENTAL ELECTRODE -C� AS REQUIRED PER NEC 250.53(D)(2) "GROUND ROD" 5/8" DIA. X 1 OFT ELECTRODE - I l PER NEC 250.52(A)(5b) ------------- "METAL GAS PIPE" PER NEC 250-104(bA-.,- SHUT-OFF ; VALVE ❑5 'MSB' - - - - - - - - - - ------------ 20A - - - - - - - - - - I 20A AVAILABLE FAULT CURRENT PER PG&E = 22K AMPS (SECONDARY SERVICE LENGTH IS BETWEEN 82'-147') ------------------------------------------ - - - - - - - - - - - - - - - - - - - - - - - 120/208V, 30, 4W 600 AMP BUS OA OB 0C OA OB OC 20A 20A 20A 20A 20A 20A 3P 10 3P 1P 1P 1P 1P 1P 1P 22KA 22K 22K 22K 22K 22K 22K 3PA 3POA I (2)100AMP AIC AIC AIC AIC AIC AIC AIC 42K I 3 POLE AIC I BREAKER SPACE i I i I I L- ----------�--- --- ----- a 1 #2/0 2 2 11 WP 30AMF 3P 20AMF 0 ® 11 "ATS" [42KAIC] T - 600A t--"\ [42KAIC] J it SPARE TVSS 12 I I - --- - - ---- ------------------� FUEL GENERATOR BLOCK MOTORIZED MOTORIZED PUMP BATTERY HEATER GATE GATE 13 CHARGER, MOTOR MOTOR LIGHTS, L=80'& IF= 15,851A RECEPTACLES F-31 "DP" l 600A I J 3P 120/208V, 30, 4W 600 AMP BUS I 3 8KA 3 BKA 18K - I AIC AIC AIC TVSS ..... 12 L-7 -- - - --------------------------- #2/0 1 3 3 F=7,146A [ I I /-I IF1'5,468A 'PPE' REFERS TO "PERSONAL PROTECTIVE EQUIPMENT". FARC FLASH SIGNAGE G PANEL I PANEL A B 100A/3P PANEL c � o � L=2' IF=14,710A 11 REFERENCE NOTES 1. PG&E SECONDARY SERVICE. 2. UTILITY APPROVED UNDERGROUND PULL SECTION. 3. DISTRIBUTION PANELBOARD, "DP". (SEE PANEL SCHEDULE) 4. ONAN AUTOMATIC -TRANSFER SWITCH THREE POLE SOLID NEUTRAL, (600AMP, 120/208V, 30, 4 WIRE, NEMA 3R) 5. TWO SECTION MAIN SWITCHBOARD "MSB". (600 AMPS, 120/208 VOLT, 30, 4 WIRE, NEMA 3R) 6. PANELBOARDS. (SEE SCHEDULES) 7. ONAN 175KW, (120/208V, 30, 4W, WITH NEMA 3R) BACKUP GENERATOR. NO SUB -BASE TANK OR DAY TANK. (SEE ENLARGED SITE PLAN ON SHEET E-2.1 FOR LOCATION AND SPECIFICATION SECTION 16620 FOR ADDITIONAL INFORMATION) 8. REMOTE GENERATOR ANNUNICATOR PANEL. (REFER TO NOTE 12/E-3.2 FOR LOCATION.) 9. BRANCH CIRCUIT(S) FOR BLOCK HEATER AND BATTERY CHARGER, VERIFY EXACT REQUIREMENTS WITH GENERATOR SUPPLIER / MANUFACTURER. 10. BUSSED SPACE. 11. HOSE TOWER. (SEE NOTE 12/E-2.0). 12. TRANSIENT VOLTAGE SURGE SUPPRESSOR, "TVSS". MOUNT ABOVE PANEL "MSB". INNOVATIVE TECHNOLOGIES #SP -T- 1 20/208V. 13. FUEL PUMP BREAKER AND EMERGENCY DISCONNECT MUST DISCONNECT ALL CONDUCTORS INCLUDING THE GROUND (NEUTRAL) CONDUCTOR PER CEC 514.11(A), (B) AND (C). F_ O FEEDER SCHEDULE 1. (2) 5"C.O. (PG&E SECONDARY) 2. (2) 4"C. EACH WITH (4) #350 KCMIL & (1) #1 CU. GROUND. 3. 2"C. (4) #3/0 THWN & (1) #6 CU GROUND. 4. 1-1/2"C. (4) #2 THWN & (1) #6 CU GROUND. 5. 3/4" (2) #12 & (1) #12 GROUND. 6. 3/4"C. (3) #12 START CIRCUIT (VERIFY WITH SUPPLIER) 7. 3/4"C. (4) #18 CONTROL. (VERIFY WITH SUPPLIER) 8. 1"C. (16) #18 CONTROL. (VERIFY WITH SUPPLIER) 9. 1"C. (20) #18 CONTROL. (VERIFY WITH SUPPLIER) 10. (2)#12 THWN & (1)#12 CU GROUND ROUTED IN CONDUITS SPECIFIED BY NOTE 23 ON SHEET E-2.1. 11. 1"C. (3)#12 THWN & (1)#12 CU GROUND. GENERAL NOTES - IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONTACT AND COORDINATE WITH THE SERVING UTILITY TO ENSURE ALL SERVING UTILITY REQUIREMENTS ARE MET. - SERVICE ENTRANCE EQUIPMENT SHALL BE IN ACCORDANCE WITH THE SERVING ELECTRIC UTILITY COMPANY'S REQUIREMENTS. - ALL CONDUCTORS SHALL BE COPPER WITH TYPE [THHN/THWN] INSULATION UNLESS OTHERWISE NOTED. - ALL SWITCHES, CIRCUIT BREAKERS AND OTHER EQUIPMENT, AS SPECIFIED, SHALL HAVE TERMINATION PROVISIONS LISTED AND IDENTIFIED FOR USE WITH 75 DEG. CONDUCTORS, AND ALL FEEDER CONDUCTORS, AND CONDUITS, ARE SIZE BASED ON USE OF 75 DEG. C COPPER WIRES TYPE SHWN/THHN. - ALL EQUIPMENT SHALL HAVE AN APPROVED TESTING LABORATORY LABEL ATTACHED [UL, CSA, ETC.] (CEC 110-2). - THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR SUPPLYING SWITCHGEAR SIZED TO FIT IN THE AVAILABLE SPACE. REFER TO ARCHITECTURAL PLANS FOR DIMENSIONAL INFORMATION NOT SHOWN ON THE ELECTRICAL PLANS. CONTRACTOR SHALL SUBMIT A 1/4" SCALE DRAWING OF ALL SWITCHGEAR, PANELBOARDS, AND TERMINATION CABINETS ON FLOOR PLAN WITH SUBMITTAL. - DESIGN SHOWN IS BASED ON SQUARE D PRODUCT; ENGINEER -APPROVED OR MANUFACTURERS EQUAL ARE ACCEPTABLE. - IN ACCORDANCE WITH CEC 110.16. PROVIDE ARC FLASH PROTECTION WARNING LABELS ON EACH SWITCHBOARD, PANELBOARD, AND TRANSFORMER. LABELS SHALL BE PER ANSI Z535.4 GUIDLINES. (SEE DETAIL 2 ON THIS SHEET). PROVIDE SIGNAGE AT SERVICE PER CEC 700.8(A) OR 701.9(A). C THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESI NSAND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHAL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THERE F SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECT ON WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC F ROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED NITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CON CT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE C CLUSNE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUB ITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW S LL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGH 2007 RRM is a California Corpor tion ENG/NEER/NCS THOMA ELECTRIC, INC. II P.O. Box 1167 - 3562 Empleo S San Luis Obispo, CA 93406 Phone: (805) 543-3850 Fax: (805) 543-3829 A. 10757 FCTR)�P��Q F pF CAL\ EXPIRES: 06/30/09 THOMA #07-8118 d' r E o Q Z O .0 a C - U) w w w z LL p Q w W o U ww V z Q,. o 0 Q o .) C J C cn r�� ECD o LLLL c 0.65 •- co ` C " c W M 1L U d' r > o Q Z O 0 a - U) w w w z LL p - J w W U.r-n� CAD MILE 07-8118E11.dwg ww V z Q VJ m NO. REVISION MATE PROJECT MANAGER C.J. DRAWN BY H.W. CHECKED BY J.D. DATE July 2, 2008 CAD MILE 07-8118E11.dwg JOB NUMBER 1107514 SHEET E-1.1 0 c z 15 QUIET D R. MOUNTAIN VISTA DRIVE-1ngsaaleis9=-�-,)o K:\DWGS\07-8118\07-8118E20.dwg - Helen - Jul 02, 2008 - 1:58pm REFERENCE NOTES GENERAL NOTES ELECTRICAL SITE PLAN 1. CONTACT AND COORDINATE ALL REQUIREMENTS WITH EACH SERVING UTILITY COMPANY PRIOR TO SUBMITTING BID AND/OR STARING CONSTRUCTION. PG&E BRIAN MICKELSON AT&T REGGIE SMITH BRIGHTHOUSE NETWORKS PAUL COCHRUN (661) 398-5933 (661) 631-3473 (661) 634-2275 2. TRENCHING AND BACKFILLING FOR ALL CONDUIT SYSTEMS SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. ALL CONDUITS SHALL HAVE MINIMUM COVER REQUIREMENTS AS SPECIFIED IN CEC 300-5. MORE STRINGENT DEPTH REQUIREMENTS MAY BE IMPOSED BY UTILITY COMPANY AND / OR THIS SPECIFICATION. JOINT TRENCHING MAY BE UTILIZED WHERE PRACTICABLE AND WERE PERMITTED BY THIS SPECIFICATION. 3. LOCATIONS OF EXISTING UNDERGROUND (UG) UTILITY SYSTEMS SHALL BE DETERMINED BY CALLING UNDERGROUND SERVICE ALERT (USA). WHEN PLANNING UNDERGROUND WORK, AND BEFORE YOU DIG, CONTACT UNDERGROUND SERVICE ALERT (USA) AT LEAST 48 HOURS PRIOR TO EXCAVATION (WEEKENDS EXCLUDED) FOR THE LOCATION OF UNDERGROUND GAS AND ELECTRIC LINES OR EQUIPMENT. 4. MAINTAIN REQUIRED CLEARANCES FROM ALL SANITARY SEWER, WATER AND STORM DRAIN PIPING. REFER TO CIVIL PLANS FOR EXACT LOCATIONS AND DEPTHS OF PIPING. 5. ALL SITE UTILITY WORK SHALL BE INSTALLED PER THE UTILITY COMPANY ISSUED CONSTRUCTION DRAWINGS AND SPECIFICATIONS SPECIFIC TO THIS PROJECT. ANY UTILITY WORK PERFORMED WITHOUT PRIOR UTILITY COMPANY APPROVAL SHALL BE DONE AT THE CONTRACTOR'S RISK. 6. THOMA ELECTRICHAS CONTACTED EACH OF THE ABOVE UTILITIES IN AN EFFORT TO REFLECT THE UTILITY WORK THAT WILL BE REQUIRED AS PART OF THIS PROJECT. WHERE A UTILITY PLAN HAS BEEN MARKED UP AND SENT BACK TO OUR OFFICE WITH A UTILITY REQUIREMENT, IT HAS BEEN REFELECTED ON THE PLANS. IF PLAN WAS NOT RECEIVED BACK FROM A UTILITY, WE HAVE INDICATED OUR BEST ESTIMATION OF THEIR REQUIREMENTS. THE UTILITY WORK SHOWN ON THE CONSTRUCTION DOCUMENT IS: ELECTRIC UTILITY (PG&E) 1. MAIN SWITCHBOARD, "MSB" (600AMP, 120/208V, 3 PHASE, 4 WIRE, NEMA 3R). ® AN ESTIMATE ONLY 2. (2)5" SECONDARY SERVICE CONDUITS. (TBD WITH PG&E) ❑ BASED ON PLAN RECEIVED 3. PG&E TRANSFORMER, PROVIDE PADMOUNT PER PG&E REQUIREMENTS. (TBD) ON 4. (1)4" PRIMARY CONDUIT PER PG&E REQUIREMENTS. (TBD) PROJECT MANAGER C.J. 5. MAIN COMMUNICATION TERMINAL BACKBOARD, "MCTB" IN COMMUNICATION ROOM. CHECKED B J.D. 6. (2)4" TELEPHONE SERVICE CONDUITS TO "MCTB" PER AT&T REQUIREMENTS. (SEE NOTE 3 ON ENLARGED CAD MILE 07-8118E20.dwg PLAN 5/E3-5.0 FOR STUB LOCATION IN "MCTB". JOB NUMBER 1107514 7. (2)2" CAN CONDUITS TO "MCTB" PER BRIGHTHOUSE REQUIREMENTS. CONDUITS LOCATION AT "MCTB" TO BE COORDINATED WITH CUSTOMER. 8. POINT OF CONNECTIONS. (SEE DETAIL 1/E-2.1 FOR CONTINUATION). U 9. 3'X5' PG&E PULLBOX. (TBD) 10. 17"X30" CAN PULL BOX PER BRIGHTHOUSE REQUIREMENTS. N Sl 11. NIGHT AIM AT FLAG AS DIRECTED BY OWNER. o 12. CONNECT TO HOSE TOWER. SEE SINGLE LINE DIAGRAM. PROVIDE STEEL POST PER ARCHITECT TO MOUNT DISCONNECT. (VERIFY LOAD, CIRCUIT BREAKER AND WIRE SIZE FROM MANUFACTURER). 13. (2)2" CONDUIT TO "MCTB" STUB, CAP, AND MARK FROM THE STREET FOR FUTURE CITY FIBER. (SEE NOTE 4 ON ENLARGED PLAN 5/E-5.0. FOR STUB LOCATION AT "MCTB". cu 14. STUB AND CAP (1)5" SECONDARY SERVICE CONDUITS FOR FUTURE PARK. 15. 3'X5'X4' VAULT PER AT&T REQUIREMENTS. 16. (2)3" CONDUITS FROM BASE OF HOSE TOWER AND (1)2"C.O. FOR FUTURE PARK USE TO "MCTB". PROVIDE 72" SWEEPS AND 2'X3' PULLBOX FLUSH IN GRADE, LABEL LID "COMMUNICATION". VERIFY PULL BOX 00 00 LOCATION WITH COMMUNICATION DEPT. 17. FEEDER TO DISTRIBUTION PANELBOARD, "DP". (SEE SINGLE LINE DIAGRAM). 18. TO SWITCH IN APPARATUS BAY FOR WASHDOWN LIGHTS. (SEE NOTE 10/E-3.0). ROUTE CONDUIT DOWN TO POST AND UNDERGROUND TO APPARATUS BAY. 19. 11" X 17" PULLBOX FLUSH IN GRADE. LABEL LID "LIGHTING". 4� 20. STUB AND CAP 3/4" C.O. FOR FUTURE USE. 21. STUB AND CAP (2)2" C.O. FOR FUTURE USE. , 22. 2" CONDUIT STUB AND CAP FOR FUTURE FLASHING LIGHT. LOCATE WITH CITY. PROVIDE 17"X30" PULLBOX FLUSH IN GRADE. 23. 2" CONDUIT STUB AND CAP FOR FUTURE USE AT PARK. GENERAL NOTES ELECTRICAL SITE PLAN 1. CONTACT AND COORDINATE ALL REQUIREMENTS WITH EACH SERVING UTILITY COMPANY PRIOR TO SUBMITTING BID AND/OR STARING CONSTRUCTION. PG&E BRIAN MICKELSON AT&T REGGIE SMITH BRIGHTHOUSE NETWORKS PAUL COCHRUN (661) 398-5933 (661) 631-3473 (661) 634-2275 2. TRENCHING AND BACKFILLING FOR ALL CONDUIT SYSTEMS SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. ALL CONDUITS SHALL HAVE MINIMUM COVER REQUIREMENTS AS SPECIFIED IN CEC 300-5. MORE STRINGENT DEPTH REQUIREMENTS MAY BE IMPOSED BY UTILITY COMPANY AND / OR THIS SPECIFICATION. JOINT TRENCHING MAY BE UTILIZED WHERE PRACTICABLE AND WERE PERMITTED BY THIS SPECIFICATION. 3. LOCATIONS OF EXISTING UNDERGROUND (UG) UTILITY SYSTEMS SHALL BE DETERMINED BY CALLING UNDERGROUND SERVICE ALERT (USA). WHEN PLANNING UNDERGROUND WORK, AND BEFORE YOU DIG, CONTACT UNDERGROUND SERVICE ALERT (USA) AT LEAST 48 HOURS PRIOR TO EXCAVATION (WEEKENDS EXCLUDED) FOR THE LOCATION OF UNDERGROUND GAS AND ELECTRIC LINES OR EQUIPMENT. 4. MAINTAIN REQUIRED CLEARANCES FROM ALL SANITARY SEWER, WATER AND STORM DRAIN PIPING. REFER TO CIVIL PLANS FOR EXACT LOCATIONS AND DEPTHS OF PIPING. 5. ALL SITE UTILITY WORK SHALL BE INSTALLED PER THE UTILITY COMPANY ISSUED CONSTRUCTION DRAWINGS AND SPECIFICATIONS SPECIFIC TO THIS PROJECT. ANY UTILITY WORK PERFORMED WITHOUT PRIOR UTILITY COMPANY APPROVAL SHALL BE DONE AT THE CONTRACTOR'S RISK. 6. THOMA ELECTRICHAS CONTACTED EACH OF THE ABOVE UTILITIES IN AN EFFORT TO REFLECT THE UTILITY WORK THAT WILL BE REQUIRED AS PART OF THIS PROJECT. WHERE A UTILITY PLAN HAS BEEN MARKED UP AND SENT BACK TO OUR OFFICE WITH A UTILITY REQUIREMENT, IT HAS BEEN REFELECTED ON THE PLANS. IF PLAN WAS NOT RECEIVED BACK FROM A UTILITY, WE HAVE INDICATED OUR BEST ESTIMATION OF THEIR REQUIREMENTS. THE UTILITY WORK SHOWN ON THE CONSTRUCTION DOCUMENT IS: ELECTRIC UTILITY (PG&E) TELEPHONE UTILITY (AT&T) CAN UTILITY (BRIGHTHOUSE) ® AN ESTIMATE ONLY ❑ AN ESTIMATE ONLY ❑ AN ESTIMATE ONLY ❑ BASED ON PLAN RECEIVED IK BASED ON PLAN RECEIVED ® BASED ON PLAN RECEIVED ON ON _11-08-07 __. ON _10-23-07 _ .4-1. THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, SIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE ANDS ALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART TH REOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONN CTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIF PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOF ED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL NTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SJBMITTALOF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROU 'S RIGHTS. RRM DESIGN GROUP COPYRIG T 2007 RRM is a California Corp ration AVOINEER/N�G THOMA ELECTRIC, INC. .0. Box 1167 - 3562 Empleo St. San Luis Obispo, CA 93406 Phone: (805) 543-3850 Fax: (805) 543-3829 10757 CTR \Gj EXPIRES: 06/30/09 THOMA #07-8118 d' r 0 Z Z 0 H w w LL 0 w FL w Q m I.L U w J w NO. E DATE PROJECT MANAGER C.J. C DRAWN BY H.W. CHECKED B J.D. DATE July 2, 2008 CAD MILE 07-8118E20.dwg JOB NUMBER 1107514 SHEET E-2.0 U N �- o o AA'' W cu O c m C o 00 00 4� , mm4pmmw CO o � M n: V d' r 0 Z Z 0 H w w LL 0 w FL w Q m I.L U w J w NO. REVISION DATE PROJECT MANAGER C.J. DRAWN BY H.W. CHECKED B J.D. DATE July 2, 2008 CAD MILE 07-8118E20.dwg JOB NUMBER 1107514 SHEET E-2.0 ENLARGED ELECTRICAL SITE PLAN Ir�!7 uli� III' u0 0"= b b " SCALE:1 /4 =1 -0 NORTH K:\DWGS\07-8118\O7-8118E21.dwg - Helen - Jul 02, 2008 - 1:59pm n■ 0■ "0 A REFERENCE NOTES 14. On sheet E3.1 "Enlarged Electrical Site Plan" replace detail 1 "Overall Electrical Site Plan" and Exhibit - ADO 1-E01 issued with Addendum No. 1 with the attached Exhibit. 2 I 3 I 4 5 6 7 APPLICANT TO TRENCH AND INSTALL THE FOLLOWING PER PG&E GREENBOOK (g TRANSFORMER PADS) PER PG&E OND UG -1 W/ SIZE & STYLE AS $NOYM. CONDUITS AS SHOWN (� pOUIPMENT PROTECTION WITH CLEARANCES Eft PG&E DWG UG -1 KRIM OEF CONSTRUCTOR CWIRED DURING CALL 398-5),1 TO SCHEDULE PG&E INSPECTION ALLOW PG&E (2) WORKING DAYS TO COMPLETE IDR SPECTION REOIIFST I 8,1 EXIST BOX DETAIL E H �SDAM4R o m m 11eJw 1r EOL RI.N . PG&E PER R. DATED AUGUST 11, 73 1. CONNECT TO FUEL PUMP. PROVIDE CROUSE -HINDS "EYS" SEAL FITTINGS AT ALL CONDUITS FOR FUEL =_ o DISPENSING EQUIPMENT REQUIRED BY NEC, ARTICLE 514 AND CHAPTER 5. 72 2. MOUNT WEATHERPROOF SHUT-OFF SWITCH ON POLE AT +48" AFF. PROVIDE ENGRAVED PLACARD (RED ON I C WHITE PLASTIC LAMINATE) ABOVE "FUEL PUMP EMERGENCY SHUT-OFF". THE "FUEL PUMP" BREAKER AND L A A A a EMERGENCY DISCONNECT MUST DISCONNECT ALL CONDUCTORS INCLUDING GROUND (NEUTRAL) CONDUTOR W J GJ PER CEC 514.11(A)(B)(C). 1 -TS. put wD&H T.0 3. EMERGENCY GENERATOR WITH INTEGRAL CIRCUIT BREAKER IN SOUND ATTENUATED ENCLOSURE. (REFER TO W O SINGLE LINE DIAGRAM ON SHEET). Tota IS N-. If 4. FEEDER TO ATS. (REFER TO SINGLE LINE DIAGRAM) I i 5. CONNECT TO BATTERY CHARGER AND BLOCK HEATER. COORDINATE WITH MANUFACTURER. MRl ib kw 11/11 t, Im/NAr 101Kk 6. PROVIDE (1)CAT6A (UNDERGROUND RATED, SILICON FILLED, 4 PAIR) TO "MCTB" FOR FUTURE USE. STUB -UP IN ENCLOSURE AS DIRECTED BY GENERATOR SUPPLIER. 6-I-- 516 1-F51N 7. CONTROL PANEL AND CONTROL CONDUCTORS TO REMOTE STATUS ANNUNICATOR PANEL. (REFER SINGLE LINE I I DIAGRAM). lam RLlk laT mwir 8. INSTALL WEATHERPROOF RECEPTACLE. GANG WITH SWITCH AT ACCESS DOOR AND LIGHT FIXTURE "G2" ABOVE O CONTROL PANEL INSIDE GENERATOR. 9. 17"X30" PULLBOX FLUSH IN GRADE. LABEL LID "ELECTRICAL". tv'L 10. 17"X30" PULLBOX FLUSH IN GRADE. LABEL LID "COMMUNICATION" QUIET BREEZE LANE 11. PROVIDE CONNECTION TO MOTORIZED GATE PER MANUFACTURER INSTALLATION INSTRUCTIONS. VERIFY REQUIREMENTS WITH GATE SUPPLIER. (TYPICAL) 12. PROVIDE STUB(S) FOR LOOP DETECTORS. COORDINATE WITH GATE INSTALLER. 13. STANCHION MOUNT CARD READER AND KEYPAD WITH VOICE CONNECTION TO "DOOR KING. COORDINATE WITH tQ OWNER. PROVIDE (1)CAT6A (UNDERGROUND RATED, SILICON FILLED, 4 PAIR) HOMERUN TO "MCTB" VIA COMMUNICATION PULL BOX AND (1)4 PAIR SHIELDED CABLE TO "MCTB". (SEE INTERCOM RISER & WIRING w L DIAGRAM 1 &2/E-5.3) , 14. PROVIDE (1)CAT6A (UNDERGROUND RATED, SILICON FILLED, 4 PAIR) TO "MCTB" VIA COMMUNICATION PULL I O BOX. 15. MOTORIZED GATE CONTROL CONDUIT. 16. (BRANCH CIRCUITS) TO ELECTRICAL PULLBOX FOR MOTORIZED GATE. ( 17. MAIN SWITCHBOARD. (REFER SINGLE LINE DIAGRAM). 18. AUTOMATIC TRANSFER SWITCH (NEMA 3R). (REFER TO SINGLE LINE DIAGRAM). 19. (FEEDERS) FROM "MSB" TO "ATS". (REFER TO SINGLE LINE DIAGRAM). 20. (FEEDERS) TO 'I (REFER TO SINGLE LINE DIAGRAM). 21. (3)CAT6A (UNDERGROUND RATED, SILICON FILLED, 4 PAIR) HOMERUN TO "MCTB" VIA COMMUNICATION PULL o BOX AND (1) SPARE CONDUIT TO FUEL PUMP MONITORING SYSTEM.. I 22. TO "MCTB" FOR NOTES 6, 7, 13, & 21. � 23. BRANCH CIRCUITS) TO "MSB" FOR NOTES 1, 5, 8, & 16. (REFER TO SINGLE LINE DIAGRAM). 24. TO FUEL PUMP MONITORING SYSTEM PANEL. PROVIDE (4)#14 CONROL WIRES & (1)4 CONDUCTOR SHEILDED CABLE AS PULSOR WIRE. (SEE NOTE 29/E-3.2 FOR LOCATION) 25. SECONDARY CONDUITS TO PG&E PADMOUNT TRANSFORMER. (SEE SITE PLAN E-2.0 FOR CONTINUATION). 26. FEEDER TO HOSE TOWER. 27. EXISTING PG&E PULLBOX #J1884. 28. EXTEND NEW (1)4"C TO PADMOUNT TRANSFORMER PER PG&E REQUIREMENTS. (TBD) 29. PROVIDE 106"X90" CONCRETE PAD FOR PADMOUNT TRANSFORMER PER PG&E REQUIREMENTS. EC TO PROVIDE PAD AND PG&E TO PROVIDE TRANSFORMER. (TBD) 30. 3'X5' PULL BOX PER PG&E REQUIREMENTS. (TBD) MOUNT 31. 1/2"C. FROM INSIDE GATE OPERATOR UNDER GROUND AND UP ADJACENT TO BOLLARD TO ABOVE GATE PLEASANT DR. HEIGHT AND TERMINATE WITH WEATHERPROOF BOX. COORDINATE WITH GATE OPERATOR INSTALLER. 14. On sheet E3.1 "Enlarged Electrical Site Plan" replace detail 1 "Overall Electrical Site Plan" and Exhibit - ADO 1-E01 issued with Addendum No. 1 with the attached Exhibit. 2 I 3 I 4 5 6 7 APPLICANT TO TRENCH AND INSTALL THE FOLLOWING PER PG&E GREENBOOK (g TRANSFORMER PADS) PER PG&E OND UG -1 W/ SIZE & STYLE AS $NOYM. CONDUITS AS SHOWN (� pOUIPMENT PROTECTION WITH CLEARANCES Eft PG&E DWG UG -1 KRIM OEF CONSTRUCTOR CWIRED DURING CALL 398-5),1 TO SCHEDULE PG&E INSPECTION ALLOW PG&E (2) WORKING DAYS TO COMPLETE IDR SPECTION REOIIFST I 8,1 EXIST BOX DETAIL E H �SDAM4R o m m 11eJw 1r EOL RI.N . PG&E PER R. DATED AUGUST 11, 73 J ATE =_ o U 72 Z I C L A A A a CHECKED BY J.D. W J GJ LDC <5> 1 -TS. put wD&H T.0 Q rn W O T-23855 Tota IS N-. If cuo WQ I i PAD DETAIL wwkMT 1. -1.1..1 MRl ib kw 11/11 t, Im/NAr 101Kk W Iv N caJ c 6-I-- 516 1-F51N o'[ o I I &' I., II[ IOC PM NEWT GLE GII lam RLlk laT mwir T� O w A TINUI 1BINE '� tv'L DI R ADAWpD11 N[K e N NE we9 AI 94 APoINI vK IM l QUIET BREEZE LANE C \\ o L Rnp Tp k KRBIHY W rnL M-.. TTTlll a O 0 tQ � wnrRll 1p MwTNn LuvNAEa rwl vus L w L w�A �i i , V RRI[TpY NR bJp 61R2 w G(q bilk I O Sf2iLm Y � /Ral[N1110 fPoVIK eA'&Ce ealll[IIpY NP O ( wk PAIR w 4e[(9 bB[ Z b . SII at geeNe q31 10k, . DMwER bT o I Z 0 w A, � O z o,, - •r v>y eu FT [dpAi -Ip 1 bM MOUNT PLEASANT DR. /A` I A CABLE PULLING DATA B-2008-143 I . - I XT T HAT ADSJIIR& JDih,3 '' 8 800 AHP 3.AY SWAY SNITCHED S/S SWITCH .ITN SNT�12749 200a. PIGGYBACK TAP. 200a PIGGYBACK TAP. LOC <l> MAPPER'S NOTE: CAPPALIZE EXISTING 1-B" CONDUIT ®LOCATION Q> ANO 4 5'%8.5"X6'0 ENCLOSURE ®LOCATIDN <3> NOTE LOCATION OF 200AMP 'PIGGYBACK" RE -MAP LEGEND 3 11W XLP GONG ENCAP 21KV PRIMARY CABLE (INSTALLED IN EXISTING I-S'CONDUIT) 3-1/OA XLP CONC ENCAP 21KV PRIMARY LA BLE (APPLICANT TO INSTALL 1-4'CONGUIO 3/1000AL & 1/350AL SERVICE CABLE (1 -RUN) - (APPLICANT TO INSTALL 2-5' CONDUITS) - 1-5' PVC CONDUIT (APPLICANT TO INSTALL & CAP) ® PROPOSED THREE PHASE PADMOUNT TRANSFORMER. [ , ;OVERALL ELECTRICAL SITE PLAN 1-!CALE: 1 "=80'-O" i 10 --- --`�-1 ii �_ v /Poll'. 19 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND S REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THER OF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNE ON WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC ROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPE ITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CON ACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE C NCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUB ITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW S ALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP, RIGHTS. RRM DESIGN GROUP COPYRIGH 2007 RRM is a California Corpo.tion ENG/NEER/NO THOMA ELECTRIC, INC. II P.O. Box 1167 - 3562 Empleo S San Luis Obispo, CA 93406 Phone: (805) 543-3850 Fax: (805) 543-3829 codOthomoelec.com EXPIRES: 06/30/09 THOMA J07-8118 � J ATE Q o U Z Z C � a CHECKED BY J.D. W J GJ � L Q rn W O V U. cuo WQ Z m H N caJ c E o C O n tv'L v� C m C 0 tQ � M L V � J ATE Q o U Z Z O � U CHECKED BY J.D. W J CAD FILE 07-8118E21.dwg W L Q o W W V U. WQ Z m W NO. REVISION ATE PROJECT MANAGER C.J. DRAWN BY H.W. CHECKED BY J.D. DATE July 2, 2008 CAD FILE 07-8118E21.dwg JOB NUMBER 1107514 SHEET E-2. 1 Request for Information 014 Detailed, RFIs Grouped by RFI Number Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-322-4300 Fax: 661-322-4301 Bakersfield, CA 93311 Date Created: 2/3/2009 RFI #: 014 Answer Company Answered By Author Company Authored By RRM Design Group Mike Scott S.C. Anderson, Inc. Rhonda Shoufler 3765 South Higuera Street 5815 Mountain Vista Dr. Suite #102 Bakersfield, CA 93307 San Luis Obispo, CA 93401 Co -Respondent Author RFI Number A -C Electric #9 Subject Discipline Category Mounting height for surface mounted light fixtures Electrical Drawing Clarifications Cc: Company Name Contact Name Copies Notes Date Required: 2/17/2009 Question Sheet E-3.0, E3.1 & E3.2 Please provide the correct Mounting height for the following: #1: Type "S7" fixtures on the west wall and type "S3" on the north east wall. #2: The X1 & X2 above the doors. #3: The G-3 stop/go light in the apparatus bay. #4: The R1, E1, E2, E3 & E4 light fixtures. Suggestion Date Answered: 2/9/2009 Answer #1: S7 - 10'- 0" A.F.F. to bottom of fixture per 1/A-5.1 S3 - 8'-2" A.F.F. to center of fixture - V.I.F. - center between watertable and soffit. #2: X2 - tight to ceiling X1 - center on wall above opening, except at App bay 119 - 2" to 4" above opening to B.O.F. and lobby 101 - 2" to 4" above wood trim. #3: 7'-0" A.F.F. to center of stop/go light. �. #4: S.C. ANDERSON, INC. R1 - T-0" A.F.F. to center ROUTING E1 & E4 - 6' A.F.F. to center of fixture E2 - Per 1/A-8.1 P.M. ADMIN. �S ` E3 - 6" above tile around mirror (7'-6" 1 V.I.F.) Prolog Manager Printed on: 2/9/2009 SC A ers�QSTED SUPER-� — CLERK Page 1 SUPER FILE Request for Information 052 Detailed, RFIs Grouped by RFI Number Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-665-8175 Fax: 661-665-8297 Bakersfield, CA 93311 RFI #: 052 Date Created: 5/29/2009 Answer Company Answered By Author Company Authored By Thoma Electric Chris Jose S.C. Anderson, Inc. Rhonda Shoufler 3562 Empleo St. 5815 Mountain Vista Dr. Suite #C Bakersfield, CA 93307 San Luis Obispo, CA 93401 _ Co -Respondent Author RFI Number A -C #24 Subject Discipline Category Low Voltage Dimming Controls Electrical Drawing Clarifications Cc: Company Name Contact Name Copies Notes Question Date Required: 6/12/2009 Sheet E-3.0 ' Sheet E-3.0 shows a dimming photo -sensor to control the B-4 lights in the apparatus bay. The sheet also shows the photo sensor to tie into the middle light and its stops. Is it the intent to pull the low voltage controls in the same conduit as the 120 volt feeds as indicated or to pull the low voltage controls in a separate conduit boxes between the fixtures, which is not shown on the drawings? Please Advise. Suggestion Answer Date Answered: 6/2/2009 Low Voltage controls in separate conduit per 16110 1.01C and general communication plan notes. pf"'I --Vol\ LIGHTING PLAN SCALE: 1/8"—V-0" k•\nwrs\m-8118\07-8118E30.dwa — Helen — Jul 02, 2008 — 2:00pm I bD11-:3 . ❑REFERENCE NOTES 1. PANELBOARD WITH INTEGRAL LIGHTING CONTROL CABINET ABOVE PANEL "DP". PROVIDE 1 "C FROM CABINET TO "MCTB" FOR L.V. CONTROLS. 2. CEILING MATERIAL TIGHT TO BOTTOM OF TRUSS IN APP. BAYS. SEE STRUCTURAL ROUTE ALL CONDUITS ABOVE CEILING BETWEEN TRUSSES TO THE INCLUDED DRAWINGS, SPECIFICATIONS,I ,$D SIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE ANDS L REMAIN J—BOXES IN ACCESSIBLE AREAS. THE PROPERTY OF RRM DESIGN GROUP AND NO PARTTH REOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONN CTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIE PROJECT WITHOUT 3. NO CONDUITS OR PIPING SHALL BE EXPOSED AT THE APPARATUS BAY FOR WHICHTHEYCON HAVE OF BEEN EIGN GROPARED UP. DEVELOP OACTWITH THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL C NTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE CEILING AND WALL. EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. S JBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROU 'S RIGHTS. 4. DENOTES LIGHTS ON RESPONSE LIGHTING (SEE DETAIL 2/E-5.2). TYPICAL. RRM DESIGN GROUP COPYRIG T 2007 RRM is a California Corp ration 5. PROVIDE LIMIT SWITCHES AS REQUIRED TO CONTROL EACH TYPE "G3�� FIXTURES AS FOLLOWS. (TYPICAL FOR TWO LOCATIONS). REFER TO DETAIL 3/E-5.1. W a. DOOR CLOSED, BOTH LIGHTS OFF b. DOOR TRAVELING, RED LIGHT ON. c. BOTTOM OF DOOR CLEARS HEADER, GREEN LIGHT ON 6. ALL OUTLETS, DEVICES, AND CONDUITS AT APPARATUS BAY WALL SHALL BE RECESSED MOUNTED INSIDE CMU. 7. MASTER TIMECLOCK. MOUNT INSIDE ENCLOSURE ABOVE PANEL "DP" FOR EXTERIOR LIGHT CONTROLS. 8. DIMMING PHOTOSENSOR FOR ALL THE FIXTURE TYPE "B4" IN THE APP. BAY. DIMS LIGHT AS DAYLIGHT INCREASES. (WATTSTOPPERLS-301) ADJUST LIGHT LEVEL SETTING WITH OWNER. (SEE DIAGRAM 1/E-5.2). 9. SWITCHBANK (SEE ELEVATION ON THIS SHEET). 10. 0-60 MINUTES SPRING WOUND TIMER FOR WASHDOWN LIGHTS. 11. TO WASHDOWN LIGHT FIXTURES TYPE "S5". (SEE SITE PLAN FOR CONTINUATION.) 12. CONNECT ALL APPARATUS BAY FIXTURE TYPES "84" AND "B5" TO DIMMING PHOTOSENSOR. 13. 0-30 MINUTE SPRING WOUND TIMER SWITCH FOR SHOWER LIGHTS, Answer Date Answered: 2/S om of S3 - 8'-2" A.F.F. to center of fixture fixture I - V.I.F.V/ cent tertable and soffit r between wa - r . #2: X2 - tight to ceiling X1 - center on wall above opening, except at App bay 119 - 2" to 4" above opening to B.O.F. and lobby 101 - 2" to 4" above wood trim. #3: 7'-0" A.F.F. to center of stop/go light. #4: R1 - 7'-0" A.F.F. to center E1 & E4 - 6' A.F.F. to center of fixture E2 - Per 1/A-8.1 E3 - 6" above the around mirror (T-6" 1 V.I.F) .4, I ev c� r (a) (b) (c) (d) (e) WAY 3—WAY 3—WAY 3 —WAY 3—WAY 3 APPARATUS BAY (2 LOCATIONS) (a) (b) ® ❑ DIMMER SPST FURNISHED WITH CEILING FAN, EC TO CONNECT FAN AND INSTALL. CONTROL (e)(f) DINING/KITCHEN SWITCHBANK ELEVATION NTS F%NG/ NEER / NG THOMA ELECTRIC, INC. .0. Box 1167 — 3562 Empleo St. San Luis Obispo, CA 93406 Phone: (805) 543-3850 Fax: (805) 543-3829 cad®thomoelec.com EXPIRES: 06/30/09 THOMA #07-8118 E "_ c8i, rn ; W `- L f . rn I may. L I o ! I o0 i u- s ti » r- - LID i n > o NO. O DATE C O 0 CL H PROJECT MANAGER C.J. DRAWN BY H.W. CHECKED BY J.D. wE E CAD FILE 07-8118E30.dwg O SHEET E-311111 .L' Cn L V E "_ c8i, rn ; W `- L f . rn I may. L I o ! I o0 i u- s ti » r- - LID i n > o NO. REVISION DATE PROJECT MANAGER C.J. DRAWN BY H.W. CHECKED BY J.D. DATE July 2, 2008 CAD FILE 07-8118E30.dwg JOB NUMBER 110751 SHEET E-311111 Request for Information 010 .....J Detailed, RFIs Grouped by RFI Number Fire Station #14 5815 Mountain Vista Drive Bakersfield, CA 93311 Project # 18020 Tel: 661-322-4300 Fax: 661-322-4301 Project # 18020 Tel: 661-665-8175 Fax: 661-665-8297 RFI #: 010 Date Created: 1/13/2009 Answer Company Answered By Author Company Authored By RRM Design Group 3765 South Higuera Street Suite #102 San Luis Obispo, CA 93401 Mike Scott S.C. Anderson, Inc. Rhonda Shoufler 5815 Mountain Vista Dr. Bakersfield, CA 93307 Date Created: 1/13/2009 Co -Respondent Author RFI Number Authored By A -C Electric #06 Subject Discipline Category Sheet / E-3.1 Note 31 Electrical Drawing Clarifications Cc: Company Name Contact Name Copies Notes Question Date Required: 1/27/2009 Sheet E-3.1 Note 31: States all outlets, devices, and conduits at apparatus bay wall shall be recessed mounted inside CMU coordinate with Structural Engineer. We understand that the walls on grid line A & K in the apparatus bay are structural walls. Is there any more structural walls and are we allowed to recess conduits and boxes in these walls as noted on Sheet E-3.1? Suggestion Answer Date Answered: 1/13/2009 1. The walls along grid line A and K (at the center and sides of the apparatus bay) may have surface mounted conduit due to structural requirements. 2. All other walls are to have concealed conduit with recessed boxes with the following rules: a. Vertical conduit and boxes are to be placed 14 cells that do not have reinforcement rebar (located 16" o.c.) b. Avoid all flush pilasters per Note 21/S-2.0. Any relocated switches or outlets are to be confirmed with owner. c. No horizontal conduit is allowed exposed or in CMU walls. All horizontal conduit is to be placed in ceiling or floor as noted on drawings. d. Switch banks may be stacked vertically to fit in available cells. Request for Information 011 „ #04*4 lip If %J= Detailed, RFIs Grouped by RFI Number P Pt -4.9k Request for Information 015 Detailed, RFIs Grouped by RFI Number Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-322-4300 Fax: 661-322-4301 Bakersfield, CA 93311 RFI #: 015 Date Created: 2/3/2009 Answer Company Answered By Author Company Authored By RRM Design Group Mike Scott S.C. Anderson, Inc. Rhonda Shoufler 3765 South Higuera Street 5815 Mountain Vista Dr. Suite #102 Bakersfield, CA 93307 San Luis Obispo, CA 93401 Co -Respondent Author RFI Number A -C Electric #10 Subject Discipline Category Mounting height for speakers and door bells Electrical Drawing Clarifications Cc: Company Name Contact Name Copies Notes Question Date Required: 2/17/2009 s✓ #1: Sheet E3.2, Note #23 states: Mount wireless internet as high as practical. #2: Sheet E3.1, Note #27 states: Mount duplex next to wireless internet outlet. What is this for and please provide mounting height for both if required. "r}#3: What is the mounting height for speakers in apparatus bay? #4: There are two outside speakers on the outside east wall to be surface and flush mounted. Please clarify and provide mounting height. #5: Sheet E3.2, Note #31 - Please provide mounting height for door bell. Suggestion iAnswer Date Answered: 2/6/2009 #1: 12'- 0" A.F.F. #2: For wireless equipment mount @ 12'- 0" A.F.F. #3: 6' - 6" A.F.F. to centerline of speaker S.C. ANDERSON, INC. #4: Mount 10' A.F.F. to center of speaker. Surface mount. ROUTING nn cc #5: 12" below ceiling in station office #104, 9' A.F.F. in App bay. P, M. ADMIN. I� SUPER,�;� CLERK [=rS2__J6_ STED SUPER FILE Prolog anager yinted on: 2/6/2 9 SC Anderson P 9e t Fire Station #14 5815 Mountain Vista Drive Bakersfield, CA 93311 Project # 18020 Tel: 661-665-8175 Fax: 661-665-8297 Request for Information 032 RFI #: 011 Date Created: 1/13/2009 Answer Company Answered By Author Company Authored By City of Bakersfield Lisa Moore 1501 Truxtun Avenue Bakersfield, CA 93301 S.C. Anderson, Inc. 5815 Mountain Vista Dr. Bakersfield, CA 93307 Rhonda Shoufler Fire Station #14 Project # 18020 5815 Mountain Vista Drive 'rel: 661-665-8175 Fax: 661-665-8297 Co -Respondent Author RFI Number , A -C Electric #07 RFI #: 032 Subject Discipline Category Answered By Author Company Authored By Sheet / E-3.1 Note 27, E-3.2 Note 23 Electrical Drawing Clarifications Cc: Company Name Contact Name Copies Notes 5815 Mountain Vista Dr. Suite #102 Bakersfield, CA 93307 San Luis Obispo, CA 93401 Question Date Required: 1/27/2009 4 Sheet E-3.1 Note 27 states to verify location with city IT department. Sheet E-3.2 Note 23 states to wall mount high as practical for wireless internet (verify location with city prior to rough in). Please advise to exact rough in locations. \ Suggestion Subject Discipline Category Gas Shut Off Electrical Field Clarification Answer Contact Name Copies Notes Date Answered: 2/26/2009 The mounting height should be 12'- 0" Question P Pt -4.9k Request for Information 015 Detailed, RFIs Grouped by RFI Number Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-322-4300 Fax: 661-322-4301 Bakersfield, CA 93311 RFI #: 015 Date Created: 2/3/2009 Answer Company Answered By Author Company Authored By RRM Design Group Mike Scott S.C. Anderson, Inc. Rhonda Shoufler 3765 South Higuera Street 5815 Mountain Vista Dr. Suite #102 Bakersfield, CA 93307 San Luis Obispo, CA 93401 Co -Respondent Author RFI Number A -C Electric #10 Subject Discipline Category Mounting height for speakers and door bells Electrical Drawing Clarifications Cc: Company Name Contact Name Copies Notes Question Date Required: 2/17/2009 s✓ #1: Sheet E3.2, Note #23 states: Mount wireless internet as high as practical. #2: Sheet E3.1, Note #27 states: Mount duplex next to wireless internet outlet. What is this for and please provide mounting height for both if required. "r}#3: What is the mounting height for speakers in apparatus bay? #4: There are two outside speakers on the outside east wall to be surface and flush mounted. Please clarify and provide mounting height. #5: Sheet E3.2, Note #31 - Please provide mounting height for door bell. Suggestion iAnswer Date Answered: 2/6/2009 #1: 12'- 0" A.F.F. #2: For wireless equipment mount @ 12'- 0" A.F.F. #3: 6' - 6" A.F.F. to centerline of speaker S.C. ANDERSON, INC. #4: Mount 10' A.F.F. to center of speaker. Surface mount. ROUTING nn cc #5: 12" below ceiling in station office #104, 9' A.F.F. in App bay. P, M. ADMIN. I� SUPER,�;� CLERK [=rS2__J6_ STED SUPER FILE Prolog anager yinted on: 2/6/2 9 SC Anderson P 9e t Answer Date Answered: 3/27/2009 Please provide in specified location. Verify all boxes in veneer work with receptacle stones and flat stones per general Notes D & E/A-5.1 and Spec 04700 2.02C. Request for Information 072 Detailed, RFIs Grouped by RFI Number Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-665-8175 Fax: 661-665-8297 Bakersfield, CA 93311 RFI #: 072 Date Created: 11/30/2009 Answer Company Answered By Author Company Authored By Thoma Electric Chris Jose S.C. Anderson, Inc. Rhonda Shoufler 3562 Empleo St. 5815 Mountain Vista Dc Suite #C Bakersfield, CA 93307 San Luis Obispo, CA 93401 Co -Respondent Author RFI Number A -C #29 Subject Discipline Category Punchlist - - Electrical Field Clarification l Cc: Company Name Contact Name Copies Notes Question Date Required: 12/14/2009 Per Thoma Engineering Punchlist: Page 3 Power/Signal #5 states provide written documentation verification that all circuits have dedicated neutrals per plan. I can verify that all AFCI & GFCI breakers have dedicated neutrals. I can not verify that all general purpose circuits have dedicated neutrals. I have not ever heard of or seen a situation where every power circuit required a dedicated neutral when supplied by 120/208 3 phase. All the wiring is per NEC Code. Article 310-15(b)(4) Neutral Conductor Article 210.4 (C) & (D) Line to Neutral Loads & Multi wire Branch Circuits Grouping Article 300.13 (B) Mechanical Electrical Continuity -Conductors (Device Removal) Despite the hash marks shown it was never clean intent that dedicated neutrals were required. Never the less we will offer a credit for the neutrals that were not pulled. Suggestion 4.Answer Date Answered: 12/2/2009 rcuits for 208V3 phase or 208V single phase does not apply for dedicated neutrals just for all 120V circuits. Y Request for Information 032 ,mo a- 1 Detailed, RFIs Grouped by RFI Number Fire Station #14 Project # 18020 5815 Mountain Vista Drive 'rel: 661-665-8175 Fax: 661-665-8297 Bakersfield CA 93311 RFI #: 032 Date Created: 3/26/2009 Answer Company Answered By Author Company Authored By RRM Design Group Mike Scott S.C. Anderson, Inc. Rhonda Shoufler 3765 South Higuera Street 5815 Mountain Vista Dr. Suite #102 Bakersfield, CA 93307 San Luis Obispo, CA 93401 Co -Respondent Author RFI Number A -C RFI#15 Subject Discipline Category Gas Shut Off Electrical Field Clarification Cc: Company Name Contact Name Copies Notes Question Date Required: 4/9/2009 Sheet E3.1, Note #40 shows a J -Box outside of dining area for a gas shut-off and/or reset button mounted in the veneer. Can we mount this J -Box @ 48" AFF on the north facing wall next to the note #41? s Suggestion Answer Date Answered: 3/27/2009 Please provide in specified location. Verify all boxes in veneer work with receptacle stones and flat stones per general Notes D & E/A-5.1 and Spec 04700 2.02C. Request for Information 072 Detailed, RFIs Grouped by RFI Number Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-665-8175 Fax: 661-665-8297 Bakersfield, CA 93311 RFI #: 072 Date Created: 11/30/2009 Answer Company Answered By Author Company Authored By Thoma Electric Chris Jose S.C. Anderson, Inc. Rhonda Shoufler 3562 Empleo St. 5815 Mountain Vista Dc Suite #C Bakersfield, CA 93307 San Luis Obispo, CA 93401 Co -Respondent Author RFI Number A -C #29 Subject Discipline Category Punchlist - - Electrical Field Clarification l Cc: Company Name Contact Name Copies Notes Question Date Required: 12/14/2009 Per Thoma Engineering Punchlist: Page 3 Power/Signal #5 states provide written documentation verification that all circuits have dedicated neutrals per plan. I can verify that all AFCI & GFCI breakers have dedicated neutrals. I can not verify that all general purpose circuits have dedicated neutrals. I have not ever heard of or seen a situation where every power circuit required a dedicated neutral when supplied by 120/208 3 phase. All the wiring is per NEC Code. Article 310-15(b)(4) Neutral Conductor Article 210.4 (C) & (D) Line to Neutral Loads & Multi wire Branch Circuits Grouping Article 300.13 (B) Mechanical Electrical Continuity -Conductors (Device Removal) Despite the hash marks shown it was never clean intent that dedicated neutrals were required. Never the less we will offer a credit for the neutrals that were not pulled. Suggestion 4.Answer Date Answered: 12/2/2009 rcuits for 208V3 phase or 208V single phase does not apply for dedicated neutrals just for all 120V circuits. Y nR� '4�p���u' � • SCALE: NORTH K:\DWGS\07-8118\07-8118E31.dwg - Helen - Jul 02, 2008 - 2:00pm LOOK PLAN NOTES DISTRIBUTION PANELBOARD. (SEE SINGLE LINE DIAGRAM). MAIN COMMUNICATION TERMINAL BACKBOARD, "MCTB". PANELBOARD. TYPICAL. PG&E SECONDARY CONDUIT(S) TO PADMOUNTED TRANSFORMER. SEE SITE 'LAN ON SHEET E-2.0 FOR CONTINUATION. WP/GFI RECEPTACLES IN APPARATUS BAY. MOUNT AT +42", U.O.N. LOCATE TWIST—LOCK RECEPTACLE MOUNTED AT CEILING FOR ROLL—UP DOOR MOTOR. TWIST—LOCK RECEPTACLE MOUNTED AT CEILING FOR CORD DROP (INDUSTRIAL REEL WITH PLUG) FOR APPARATUS 120V CIRCUIT. VERIFY EXACT LOCATION WITH OWNER. (SEE DETAIL 4/E-5.1). CONNECT TO EXTRACTOR. MOUNT RECEPTACLE AS DIRECTED BY EQUIPMENT NSTALLER FOR DETERGENT PUMP. CONNECT TO COMMERCIAL DRYER. (VERIFY ELECTRICAL REQUIREMENTS AND CONNECT PER MANUFACTURER'S RECOMMENDATION). MOUNT DISCONNECT ON EQUIPMENT. LOCATE FOR TREADMILL. PROVIDE DEDICATED CIRCUIT. MOUNT (1) CENTERED HIGH FOR WALL MOUNT PLASMA TV AND (1) LOW AT ENTERTAINMENT CENTER FOR TV EQUIPMENT. WASHER AND DRYER. MOUNT AT +42" AFF. FIRE ALARM CONTROL PANEL, "FACP". CONNECT FLOW AND TAMPER SWITCH AT FIRE SPRINKLER RISER. CONNECT TO 120V FIRE SPRINKLER BELL BY FIRE ALARM CONTRACTOR. CONNECT THROUGH FLOW SWITCH. SURFACE RACEWAY MOUNTED ABOVE COUNTER. (WIREMOLD #AL2400 WITH DUPLEX RECEPTACLES AT +18" 0/C). FREEZER. (COORDINATE WITH MANUFACTURER FOR MOUNTING HEIGHT AND LOCATION PRIOR TO ROUGH—IN). DISHWASHER. MOUNT SWITCHED RECEPTACLE BELOW SINK FOR DISPOSER AND SWITCH ABOVE COUNTER. GANG SWITCH WITH RECEPTACLE. ICE MACHINE. MOUNT (1) RECEPTACLE LOW FOR GAS RANGE CONTROLS AND (1) RECEPTACLE HIGH FOR HOOD LIGHT/FAN. (COORDINATE WITH MANUFACTURER FOR MOUNTING HEIGHT AND LOCATION PRIOR TO ROUGH—IN). MOUNT FOR ELECTRIC OVEN. VERIFY NEMA CORD CAP AND RECEPTACLE CONFIGURATION WITH EQUIPMENT. (COORDINATE WITH MANUFACTURER FOR MOUNTING HEIGHT AND LOCATION PRIOR TO ROUGH—IN). MOUNT HIGH FOR MICROWAVE. (SEE ARCHITECTURAL ELEVATION). REFRIGERATOR. (COORDINATE WITH MANUFACTURER FOR MOUNTING HEIGHT AND LOCATION PRIOR TO ROUGH—IN). HORIZONTALLY MOUNT AS HIGH AS PRACTICAL AT END OF ISLAND (COORDINATE WITH CASEWORK). CONNECT TO AIR COMPRESSOR. (REFER TO PLUMBING). MOUNT ADJACENT TO WIRELESS INTERNET DATA OUTLET. (VERIFY LOCATION WITH CITY IT DEPARTMENT). CONNECT TO IRRIGATION CONTROL. STUB/CAP 2" C.O. FIVE FEET FROM BUILDING FOR LOW VOLTAGE CONTROL BY OTHERS. (REFER TO LANDSCAPE DRAWINGS FOR EXACT LOCATION AND REQUIREMENTS). LOCATE FOR WATER HEATER CIRCULATION, PUMP. (REFER TO PLUMBING DRAWINGS). 120V SMOKE DETECTOR (NON—SUPERVISED) WITH BATTERY BACK—UP. TYPICAL FOR ALL BUNK ROOMS AND SUPPORTING CORRIDORS. INTERCONNECT SO ALL DETECTORS ANNUNICATE UPON DETECTION OF SMOKE AT ANY LOCATION. ALL OUTLETS, DEVICES, AND CONDUITS AT APPARATUS BAY WALL SHALL BE RECESSED MOUNTED INSIDE CMU. COORDINATE WITH STRUCTURAL ENGINEER. NO CONDUITS OR PIPING SHALL BE EXPOSED AT THE APPARATUS BAY CEILING. CONNECT TO FUEL PUMP MOUNTING SYSTEM. COORDINATE WITH CITY FOR EXACT LOCATION PRIOR TO ROUGH—IN. LOCATE RECEPTACLE FOR REFRIGERATED DRYER ON WALL SHELF. (REFER TO DETAIL 6/P2.1). DOOR STRIKE TRANSFORMER BY DOOR CONTRACTOR, EC TO CONNECT. WALL MOUNT -HIGH BEHIND THE DOOR. COMMUNICATION TERMINAL BACKBOARD. MOUNT RECEPTACLE AT +68" AFF. J—BOX FOR CONNECTION TO -CHILLED DRINKING FOUNTAIN. (COORDINATE WITH PLUMBING DRAWINGS), _ CONNECT TO GAS SHUT—OFF CONTROL PANEL. (REFER TO PLUMBING DRAWINGS AND DETAIL 2 ON THIS SHEET). 39. GAS SOLENOID VALVE FOR RANGE AND BBQ. PLUMBING CONTRACTOR TO FURNISH CONTROL WIRES AND CONNECT. EC TO PROVIDE 1/2"C. (REFER TO PLUMBING DRAWINGS FOR EXACT LOCATION). 40. GAS SHUT—OFF AND/OR RESET BUTTON BY PLUMBING CONTRACTOR, EC TO` - PROVIDE BOX, RING, AND 1/2-C. TO CONTROL PANEL. 41. PROVIDE 0-2 HOUR SPRING WOUND TIMER WITH WEATHERPROOF ENCLOSURE TO CONTROL BBQ SOLENOID VALVE. /Voy. X19 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, D SIGNS AND ARRANGEMENTS REPRESENTED THEREBYARE ANDS LL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART TH REOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONN CTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIE PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOP D WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL NTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. S JBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROU 'S RIGHTS. RRM DESIGN GROUP COPYRIG T 2007 RRM is a California Corp ration ENGINEERING THOMA ELECTRIC, INC. P.O. Box 1167 - 3562 Empleo St. San Luis Obispo, CA 93406 Phone: (805) 543-3850 Fax: (805) 543-3829 cad®thomaelec.com EXPIRES: 06/30/09 THOMA #07-8118 ®� E DATE 0 PROJECT MANAGER C.J. DRAWN BY H.W. CHECKED B J.D. �® DATE July 2, 2008 ' JOB NUMBER 1107514 0 d E U0 (V c o N N C � c CU co o O in DO L _DO • �ry ii ® r � Ln c cino 141) w f` V d' r O Z Z O W LL J LU LL U) w W Q m NO. REVISION DATE PROJECT MANAGER C.J. DRAWN BY H.W. CHECKED B J.D. DATE July 2, 2008 CAD RLE 07-8118E31.dwg JOB NUMBER 1107514 SHEET E-3.1 .J Request for Information 006 Cie MqSCIA$ 04%= Detailed, RFIs Grouped by RFI Number Request for Information 063 r Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-322-4300 Fax: 661-322-4301 Bakersfield, CA 93307 RFI #: 006 Date Created: 12/15/2008 Answer Company Answered By Author Company Authored By RRM Design Group Mike Scott S.C. Anderson, Inc. Rhonda Shoufler 3765 South Higuera Street 1006 Baker St. Suite #102 Bakersfield, CA 93305 San Luis Obispo, CA 93401 Detailed, RFIs Grouped by RFI Number Co -Respondent Author RFI Number #5 -- Arc- ct.ce-no A CC. Subject Discipline Category Project # 18020 (7) 2" Conduits Electrical Drawing Clarifications 5815 Mountain Vista Drive Cc: Company Name Contact Name Copies Notes Bakersfield, CA 93311 Question Date Required: 12/29/2008 Sheet E-3.2 (Note 3) calls for (7) 2" conduits to run from Room 102 overhead to CTB in Room 123. Is it acceptable to run conduits under slab (through footings) as an alternative. Conduits to be represented on as -built drawings. Date Created: 9/8/2009 Suggestion Answer Company Answered By Answer Date Answered: 12/17/2008 '`The requirement for conduits to run overhead is per the city communications department S.C. Anderson, Inc. Rhonda Shoufler "it is not acceptable to run conduits identified with Note 3 on E-32 under the slab. 3765 South Higuera Street *Refer to Note 34/E-3.2 and Section 1/A-6.1 for location of conduits and piping to cross the apparatus bay. Request for Information 063 r Detailed, RFIs Grouped by RFI Number s Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-665-8175 Fax: 661-665-8297 Bakersfield, CA 93311 RFI #: 063 Date Created: 9/8/2009 Answer Company Answered By Author Company Authored By RRM Design Group Mike Scott S.C. Anderson, Inc. Rhonda Shoufler 3765 South Higuera Street 5815 Mountain Vista Dr. Suite #102 Bakersfield, CA 93307 San Luis Obispo, CA 93401 t� Co -Respondent p Author RFI Number A -C #26 r Subject Discipline Category Communication Room Electrical Drawing Clarifications Cc: Company Name Contact Name Copies Notes i s 6 Question Date Required: 9/22/2009 s Sheet E 3.2 Note #1 points to the north wall and states to provide 3/4" plywood from floor to ceiling on the south wall. Is € the intent to plywood only the south wall? Please advise. Suggestion Answer Date Answered: 9/9/2009 Provide plywood at ALL walls per finish schedule. Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-322-4300 Fax: 661-3224301 Bakersfield, CA 93311 RFI #: 025 Date Created: 2/1212009 Answer Company Answered By Author Company Authored By S.C. Anderson, Inc. Rhonda Shoufler 5815 Mountain Vista Dr. Bakersfield, CA 93307 Co -Respondent Author RFI Number A -C Electric #11 Subject Discipline Category Outdoor Speakers Electrical Drawing Clarifications Cc: Company Name Contact Name Copies Notes Question Date Required: 2/2612009 Sheet / E3.2, A5.1 & A5.2 RFI #15 states to surface mount the two outside speakers on the outside west wall @ 10' A.F.F. After review of the exterior elevation drawings, A5.1 & A5.2, 10' will put the speaker, which is facing north, even with the soffit. Would it be acceptable to mount this speaker at V - 2" next to the light fixture which will be between the water table and the soffit. Would It. also be acceptable to mount the west facing speaker at 16' A.F.F? This would be below the soffit and above the veneer. Please advise. Y 1R SQUAD +84" ROOM J J HALT. Oy F i1% UTIL./JAN $ir RSI o2�'n1 PLANTER CAM RC 0 ����MMUNICAITION PLAN SCALE,1 /8„-1,-C» 1 NORTH K:\DWGS\07-8118\07-8118E32.dwg - Helen - Jul 02, 2008 - 2:01 pm MAIN COMMUNICATION TERMINAL BACKBOARD, "MCTB” (3/4" THICK PLYWOOD WITH #4 CU GROUND AND (2) COATS OF FIRE RETARDANT PAINT, LENGTH AS SHOWN AT ALL WALLS). PROVIDE FLOOR -TO -CEILING BACKBOARD ON THE SOUTH WALL. FIRE ALARM CONTROL PANEL WITH SMOKE DETECTOR ABOVE FOR FIRE SPRINKLER MONITORING SYSTEM. COMMUNICATION BACKBOARD, "CTB" (4'WX8'HX3/4" THICK PLYWOOD WITH #6 CU GROUND TO CU GROUND (2) COATS OF FIRE RETARDANT PAINT). PROVIDE OVERHEAD (7)2" CONDUITS TO "MCTB". ALL CABLING (VOICE, DATA, GAN & CCN) IN THIS AREA OF BUILDING ROUTED BACK TO "MCTB" VIA "CTB". HOMERUN CONDUITS) TO "CTB". KEYPAD TO CONNECT TO FRONT DOOR RELEASE. VERIFY MOUNTING HEIGHT WITH OWNER PRIOR TO ROUGH -IN. PROVIDE BOX AND (1)1/2" CONDUIT TO "MCTB" PROVIDE DOORKING #1504 SURFACE MOUNT KEYPAD FOR DOOR RELEASE. (ALSO SEE DIAGRAM 4/E-5.3 FOR ADDITIONAL INFORMATION). MASTER CONTROL STATION FOR ALL (4) APPARATUS BAY DOORS. MOUNT AT +48", (SEE DETAIL 6/E-5.1). ROLL -UP DOOR CONTROL STATION. MOUNT AT +48". (SEE DETAIL 6/E-5.1). MOUNT 4 -GANG BOX 12" ABOVE COUNTER FOR ZETRON SIGNALING DEVICE. PROVIDE (2)1" CONDUITS TO ACCESSIBLE CEILING SPACE. (SEE ELEVATION 2/E-5.0). CONTRACTOR TO COORDINATE WIRING OF ZETRON TO DOOR CONTROLS WITH COMMUNICATION DEPARTMENT TO AVOID SPEAKER QUALITY ISSUES. CEILING MOUNT FOR DOOR MOTOR FOR CONTROLS. (SEE DETAIL 3/E-5.1). 3/4" CONDUIT BETWEEN. OUTLETS FOR CONTROLS. (TYPICAL). 1" CONDUIT TO MASTER CONTROL STATION FOR CONTROLS. EMERGENCY GENERATOR REMOTE STATUS PANEL FLUSH MOUNTED AT +48" AFF, VERIFY EXACT LOCATION WITH OWNER PRIOR TO ROUGH -IN. PROVIDE OUTLET FOR OWNER INSTALLED "911" EMERGENCY PHONE. VERIFY MOUNTING HEIGHT WITH OWNER PRIOR TO ROUGH -IN. PROVIDE 1/2"C TO "MCTB". SEE DETAIL 4/E-5.3. CABLE TRAY, 6"H X 12"W, WALL MOUNT ABOVE T -BAR CEILING. FOR ALL COMMUNICATION WIRING USE CABLE TRAYS IN ALL MAJOR HALLWAYS BRANCHING OUT INTO ROOMS USING J -HOOKS. 1" CONDUIT STUB TO ACCESSIBLE CEILING SPACE FOR EXTERIOR CCN CAMERA. MOUNT 1 -GANG BOX WITH WEATHERPROOF BLANK PLATE IN BOTTOM OF EAVE. WIRING BY COMMUNICATION DEPARTMENT. (COORDINATE WITH OWNER FOR MOUNTING HEIGHT AND EXACT LOCATION). MOUNT IN CASEWORK AS DIRECTED. PROVIDE JUNCTION BOX IN ENTERTAINMENT CENTER AND FLUSH (2) BOXES AT +7'-0" AND (2) BOXES AT SIDE OF SOFFIT PER OWNER DIRECTION FOR SURROUND SOUND SPEAKERS. CONNECT WITH 3/4" CONDUIT. 3/4" CONDUIT BETWEEN OUTLETS AND 1" CONDUIT STUB TO ACCESSIBLE CEILING SPACE FOR EXTERIOR WIRELESS ANTENNA, MOUNT 1 -GANG BOX WITH WEATHERPROOF BLANK PLATE. WIRING BY OTHERS (COORDINATE WITH OWNER FOR MOUNTING HEIGHT AND EXACT LOCATION). LOW VOLTAGE WIRING AND DOOR RELEASE HARDWARE. PUSH BUTTON FOR DOOR RELEASE HARDWARE AND TRANSFORMER BY DOOR CONTRACTOR. MOUNT TRANSFORMER IN ROOM 113 BEHIND DOOR. (SEE NOTE 35/E-3.1 FOR TRANSFORMER CONNECTION). 1/2" CONDUIT TO FACP. 1/2" CONDUIT STUB FROM DOOR FRAME TO ACCESSIBLE CEILING SPACE FOR SECURITY ALARM WIRING. (COORDINATE WITH COMMUNICATION DEPARTMENT). WALL MOUNT HIGH AS PRACTICAL FOR WIRELESS INTERNET, PROVIDE BOX, MUD -RING, FACEPLATE, AND (1)CAT6. (VERIFY EXACT LOCATION WITH CITY PRIOR TO ROUGH -IN) t?''�r'."" CONNECT TO FLOW AND TAMPER SWITCHES AT FIRE SPRINKLER RISER. RECESSED MOUNT SPEAKERS IN SOFFIT PER OWNER DIRECTION. TYPICAL. ALL OUTLETS, DEVICES, AND CONDUITS AT APPARATUS BAY WALL SHALL BE RECESSED MOUNTED INSIDE. NO CONDUITS OR PIPING SHALL BE EXPOSED AT THE APPARATUS BAY CEILING. 1" CONDUIT TO MCTB. FUEL PUMP MONITORING SYSTEM PANEL FURNISHED BY G.C. VERIFY EXACT LOCATION WITH CITY. PROVIDE 3/4"C TO "MCTB" WITH (2) CAT6 FOR COMMUNICATION. EC TO PROVIDE AND INSTALL MASTER INTERCOM STATION AT OFFICE. SEE. DETAIL 2/E-5.3 (COORDINATE WITH CITY FOR LOCATION). I EC TO PROVIDE AND INSTALL DOOR BELL DEVICE. (SEE DETAIL 1/E--5.3). (3)2" CONDUIT COMMUNICATION SLEEVES. MOUNT (1) JUNCTION BOX AT +84" AFF CENTERED ABOVE CASEWORK, (1) JUNCTION BOX IN ENTERTAINMENT CASEWORK AND 2"C BETWEEN BOXES. AREAS TO CROSS AT APPARATUS BAY. CONDUITS ARE CONCEALED IN ROOF FRAMING. COORDINATE WITH ARCHITECT. 35. 1-1/2" CONDUIT STUB TO NEAREST CABLE TRAY. 36, ALL CABLING (VOICE, DATA, CRN & CCN) IN THIS AREA OF BUILDING ROUTED BACK TO "MCTB". STUB CONDUIT(S) TO NEAREST CABLE TRAY OR TO "MCTB". OR STUB CONDUIT(S) ABOVE T -BAR CEILING AND PROVIDE J -HOOKS FOR CABLING TO NEAREST CABLE TRAY. m THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AN ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMA€ THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHA L BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WI ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJE FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOU THE WRITTEN CONSENT OF RRM DESIGN GROUP, VISUAL CONTACT WI THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUS EVIDENCE OFACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL O THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NO SE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHT RRM DESIGN GROUP COPYRIGHT 200 RRM is a California Corporatio EXPIRES: 06/30/09 THOMA J07--8118 If E 0 c E � v c 0 cu C O cCc c rn C> V, LC3 0 c rn 0 ® cn o M Q SION I DATE DRAWN BY CHECKED BY H.W. J.D. DATE July 2, 2008 CAD FILE 07-8118E32.dwg lr NUMBER 1107514 Request for Information 033 Detailed, RFIs Grouped by RFI Number Fire Station #14 5815 Mountain Vista Drive Bakersfield CA 93311 Project # 18020 Tel: 661-665-8175 Fax: 661-665-8297 RFI #: 033 Date Created: 3/26/2009 Answer Company Answered By Author Company Authored By RRM Design Group 3765 South Higuera Street Suite #102 San Luis Obispo, CA 93401 Mike Scott S.C. Anderson, Inc. Rhonda Shoufler 5815 Mountain Vista Dr. Bakersfield, CA 93307 Co -Respondent Author RFI Number A -C RFI #17 Subject Discipline Category Radiant Heaters Electrical Field Clarification f Cc: Company Name Contact Name Copies Notes Question Date Required: 4/9/2009 Sheet E3.3 shows 2 radiant heaters inside the apparatus bay. • What is the mounting height (AFF) for these heaters? Suggestion Answer Date Answered: 3/27/2009 I Mount radiant heaters 12'- 0" A.F.F. Angle heater down towards floor per Manufacturers recommendations. Request for Information 034 Detailed, RFIs Grouped by RFI Number Project # 18020 is Mo~-VI#WOrhm Tel: 661-665-8175 Fax: 661-665-8297 X3311... Date Created: 4/1/2009 ��iytltC M1tU► Answered By Author Company Authored By Th" Eloo ttC Chris Jose S.C. Anderson, Inc. Rhonda Shoufler mpleo St. 5815 Mountain Vista Dr. Sum OC Bakersfield, CA 93307 Srsn Luis Obispo, CA 93401 Co -Respondent Author RFI Number Subject Discipline Category Switches for DS Units Electrical Drawing Clarifications Cc: Company Name Contact Name Copies Notes Question Date Required: 4/15/2009 Sheet E3.3 shows a S2 in the bunk rooms for DS -110, DS -111, DS -112 and DS -102. 0 Is this a 2 pole motor rated switch? Also, does this mount above the ceiling? Please advise. Suggestion Answer Date Answered: 4/14/2009 Switches are a 2 pole motor rated switch. Fan coils "Ds" are mounted above locker. Per Mechanical plans mount switch adjacent to unit above TBAR Celings. Request for Information 041 Detailed, RFIs Grouped by RFI Number Fire Station #14 5815 Mountain Vista Drive Bakersfield CA 93311 Project # 18020 Tel: 661-665-8175 Fax: 661-665-8297 RFI #: 041 Date Created: 4/15/2009 Answer Company Answered By Author Company Authored By Thoma Electric 3562 Empleo St. Suite #C San Luis Obispo, CA 93401 Chris Jose S.C. Anderson, Inc. Rhonda Shoufler 5815 Mountain Vista Dr. Bakersfield, CA 93307 Co -Respondent Author RFI Number A -C Electric #20 Subject Discipline Category EF -123 Electrical Drawing Clarifications Cc: Company Name Contact Name Copies Notes Question Date Required: 4/29/2009 Sheet E3.3 shows EF -122 in Room 123. Should this be EF -123? Is it also the same circuit A-37 as the other exhaust fans? Please advise. Suggestion Answer Date Answered: 4/16/2009 No exceptions taken. Make sure to provide only box & ring for thermostat instead of a switch for EF -123. (See Sheet M4.2) � � � • iii � � 0 s_` ,i � ` b T 9 S�fw,. �� `�y Y � � A I Yr �_ `S � ig 01 �FIle d. i NORTW K:\DWGS\07-8118\07-8118E33.dwg — Helen --Jul 02, 20D8 — 2:02pm R I Cof A L L 0 0 «,Y' I( kr t 1911 & 40. W owl 1. PANELBOARD. (SEE SCHEDULE) TYPICAL. 2. CONNECT TO VARIABLE REFRIGERANT FLOW FAN COIL. 3. CONNECT TO BRANCH SELECTOR BOX. (TYPICAL OF 8). 4. CONNECT TO INDOOR UNIT DUCTLESS SPLIT SYSTEM COOLING ONLY. 5. CONNECT TO VEHICLE EXHAUST SYSTEM CONTROL PANEL. (COORDINATE WITH MECHANICAL DRAWINGS). 6. UP TO ROOF MOUNTED EXHAUST FAN. (SEE SHEET E-3.4 FOR CONTINUATION AND DIAGRAM 2/E-6.1). 7. CONNECT TO RADIANT HEATER. 8. CONNECT TO CEILING EXHAUST FAN. 9. LABEL FAN SWITCH "EXHAUST" WITH TIMER. 10. THERMOSTAT BY MC, EC TO PROVIDE BOX, RING, AND 1/2" C.O. TO ASSOCIATED UNIT. LOW VOLTAGE WIRE BY MC. 11. UP TO RELAY TO INTERLOCK FC -104 AND EF -118. 12. NO CONDUITS OR PIPING SHALL BE EXPOSED AT THE APPARATUS BAY CEILING AND WALLS. 13. UP TO ROOF MOUNTED OUTDOOR UNIT DUTLESS SPLIT SYSTEM. (SEE NOTE 6/E-3.4 FOR CONTINUATION). 14. PROVIDE 120V TO SMOKE DUCT DETECTOR FROM PANEL C-25 AND CONNECT TO FIRE ALARM PANEL. (TYPICAL OF THREE AT FAN COIL EQUIPMENTS). NOTE REFER TO MECHANICAL PLANS FOR EXACT EQUIPMENT LOCATIONS AND ADDITIONAL INFORMATION. SO THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNSA ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL RE THE PROPERTY OF RRM DESIGN GROUP AND NO PARTTHEREOF SH BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJE FOR WHICH THEY HAVE SEEN PREPARED AND OEVELOPED WITHO THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT W THESE DRAV41NGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSI EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL N BE CONSIDEREDA WAIVER OF RRM DESIGN GROUP'S RIGHT . RRM DESIGN GROUP COPYRIGHT 200 RRM is a California Corrooratio EXPIRES: 06%30/09 THOMA #07-8118 NO. REVISION DATE 4 Y� l i C Q,;. CHECKED BY J.D. DATE July 2, 2008 r • J y � LU a: • AOI 0i LL •. CN M LLj 0cn r (� CD ugh w ew 147) CO NO. REVISION DATE n i PROJECT MANAGER C.J. DRAWN BY H.W. CHECKED BY J.D. DATE July 2, 2008 CAD FILE 07-8118E33.dwg JOB NUMBER 110751 4_ SHEET sa® m LU AOI LL LLj l NO. REVISION DATE PROJECT MANAGER C.J. DRAWN BY H.W. CHECKED BY J.D. DATE July 2, 2008 CAD FILE 07-8118E33.dwg JOB NUMBER 110751 4_ SHEET sa® m C I r LROyPLAN SCALE: 1 /8"-1'-0" K:\DWCS\07-8118\07-8118E34.dwg - Helen - Jul 02, 2008 -- 2:48pm DREFERENCE NOTES 1. CONNECT TO HEAT PUMP CONDENSING UNIT. 2. CONNECT TO VEHICLE EXHAUST FAN. 3. DOWN TO VEHICLE EXHAUST CONTROL IN APPARATUS BAY. (REFER TO SKEET E-3.3 FOR LOCATION), 4. CONNECT TO ROOF MOUNTED EXHAUST FAN. 5. DOWN TO CONTROL SWITCH / THERMOSTAT. 6. CONNECT TO OUTDOOR UNIT DUCTLESS SYSTEM FOR COMMUNICATION ROOM. PROVIDE BRANCH CIRCUIT TO INDOOR UNIT IN COMMUNICATION ROOM. 7. CONTROL BOX FOR LOW VOLTAGE CONDUIT. STUB 1/2"C TO ACCESSIBLE CEILING SPACE. 8. CONTROL BOX FOR LOW VOLTAGE CONTROL AND 1/2"C TO INDOOR UNIT. 9. WEATHERPROOF RELAY TO INTERLOCK WITH EXHAUST AND FAN COIL FC -104. (SEE DIAGRAM 2/E-6.1. 10, WEATHERPROOF RELAY TO TURN ON EXHAUST FAN WITH (1) SWITCH. (SEE DETAIL). 11. 2" WEATHERHEAD DOWN TO "MCTB". (SEE DETAIL 5/E-5.3). NOTE REFER TO MECHANICAL PLANS FOR EXACT EQUIPMENT LOCATIONS AND ADDITIONAL INFORMATION, • A THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS. DESIGNS D ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REIA N THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SH L BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION Wk H ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJE FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHO IT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT W THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUS EVIDENCE OFACCEPTANCE OF THESE RESTRICTIONS, SUBMITTAL F THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL N T 6E CONSIDERED WAIVER OF RRM DESIGN GROUP'S RIGH S, RRM DESIGN GROUP COPYRIGHT 20 7 RRM is a California Corporatio IE P.O. Box 1167 — 3562 Empleo St. San Luis Obispo, CA 93406 Phone: (805) 543-3850 Fax: (805) 543-3829 cad®thomoelec.com EXPIRES: 06/30/09 THOMA #07--8118 C.J. DRAYI BY CHECKED BY H.W. J.D. [SATE July 2, 2008 CRD FILE 07-8118E34.dwg JOB NUMBER 1107514 E 0 e I� � a U co CL E 9) a c CD co T- U') 6 U31 0 C5 ,00 cl• � Q M d �A vwJ;, A Request for Information 042 Detailed, RFIs Grouped by RFI Number Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-665-8175 Fax: 661-665-8297 Bakersfield, CA 93311 RFI #: 042 Date Created: 4/15/2009 Answer Company Answered By Author Company Authored By Thoma Electric Chris Jose S.C. Anderson, Inc. Rhonda Shoufler 3562 Empleo St. 5815 Mountain Vista Dr. Suite #C Bakersfield, CA 93307 San Luis Obispo, CA 93401 Co -Respondent Author RFI Number A -C Electric #21 Subject Discipline Category B-4 Pendant Lights & E2 Response Light Electrical Drawing Clarifications Cc: Company Name Contact Name Copies Notes Question Date Required: 4/29/2009 Sheet E4.0 Fixture B-4 calls out for surface mounted 8' fluorescent wraps, but also notes swivel -stem hangers. #1: Is it surface mounted or swivel -stem? #1 a: If it is swivel -stem please indicate how long of stems are required. #2: On the north end of the apparatus bay the E2 fixture on circuit 11 with a occupancy sensor does not show how to switch with the response contactor. Is it acceptable to switch this light with switch leg 11 D which is in the apparatus bay? Please advise. Suggestion Answer Date Answered: 4/16/2009 #1: B-4 is surface mounted #2: 1 think you mean "62". This fixture does not need to switch w/the response contactor. Fixture will turn on/off through the occupancy sensor. Provide constant hot. p w Request for Information 068 Detailed, RFIs Grouped by RFI Number _10.;10� --OW, 4mw­ Request for Information 071 Detailed, RFIs Grouped by RFI Number Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-665-8175 Fax: 661-665-8297 Bakersfield, CA 93311 RFI M 071 Date Created: 11/25/2009 Answer Company Answered By Author Company Authored By Thoma Electric Chris Jose S.C. Anderson, Inc. Rhonda Shoufler 3562 Empleo St. 5815 Mountain Vista Dr. Suite #C Bakersfield, CA 93307 San Luis Obispo, CA 93401 Co -Respondent Author RFI Number - e Subject Discipline Category Oven & F1 Fixture Electrical Field Clarification Cc: Company Name Contact Name Copies Notes i Question Date Required. 12/9/2009 =i Per Thoma Engineering Punchlist: -1 Page 2 Panelboards #4: States to replace circuit breaker B-23/25 with 22KAIC rated breaker from the 10KAIC breaker installed. This 2 pole breaker does not come in a 22KAIC Rating. Please advise. Page 3 Interior Lights: The F1 fixture in the station office has a dimmed ballast. Please advise how to wire to A/B switchlog on 1 P switches. Suggestion Answer Date Answered: 11/30/2009 1. Per CEC 210.8 Section 2 of section B that only 15 & 20 amp are required GFCI. GFI breaker for the stove is not required. Please change breaker to non GFI 22KALC 40A 2 pole breaker. Confirm with inspector. �.� 2. Replace SPST switches to (1) dimmer switch. 1 I Fire Station #14 5815 Mountain Vista Drive Bakersfield, CA 93311 Project # 18020 Tel: 661-665-8175 Fax: 661-665-8297 RFI M 068 Date Created: 10/27/2009 \ Answer Company Answered By Author Company Authored By 1 RRM Design Group 3765 South Higuera Street Suite #102 San Luis Obispo, CA 93401 Mike Scott S.C. Anderson, Inc. 5815 Mountain Vista Dr. Bakersfield, CA 93307 Rhonda Shoufler Co -Respondent Author RFI Number Subject Exit Signs Discipline Category Interior Design Field Clarification Cc: Company Name Contact Name Copies Notes Question Date Required: 11/10/2009 Please provide locations of Self Illuminating Exit Signs. Suggestion e Answer Date Answered: 10/29/2009 At each door that has an electrified exit sign per E-3.0 install a self illuminating sign 12" A.F.F. _10.;10� --OW, 4mw­ Request for Information 071 Detailed, RFIs Grouped by RFI Number Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-665-8175 Fax: 661-665-8297 Bakersfield, CA 93311 RFI M 071 Date Created: 11/25/2009 Answer Company Answered By Author Company Authored By Thoma Electric Chris Jose S.C. Anderson, Inc. Rhonda Shoufler 3562 Empleo St. 5815 Mountain Vista Dr. Suite #C Bakersfield, CA 93307 San Luis Obispo, CA 93401 Co -Respondent Author RFI Number - e Subject Discipline Category Oven & F1 Fixture Electrical Field Clarification Cc: Company Name Contact Name Copies Notes i Question Date Required. 12/9/2009 =i Per Thoma Engineering Punchlist: -1 Page 2 Panelboards #4: States to replace circuit breaker B-23/25 with 22KAIC rated breaker from the 10KAIC breaker installed. This 2 pole breaker does not come in a 22KAIC Rating. Please advise. Page 3 Interior Lights: The F1 fixture in the station office has a dimmed ballast. Please advise how to wire to A/B switchlog on 1 P switches. Suggestion Answer Date Answered: 11/30/2009 1. Per CEC 210.8 Section 2 of section B that only 15 & 20 amp are required GFCI. GFI breaker for the stove is not required. Please change breaker to non GFI 22KALC 40A 2 pole breaker. Confirm with inspector. �.� 2. Replace SPST switches to (1) dimmer switch. 1 I FIXTURELIGHTING SCHEDULE 1. ILLUSTRATIONS AND/OR DIMENSIONS ARE APPROXIMATIONS ONLY INTENDED TO REPRESENT BASIC FIXTURE TYPE; DO NOT USE AS EXACT INFORMATION SOURCE. REFER TO MANUFACTURER CUT SHEETS. 2. EXACT LOCATIONS: BEFORE CONSTRUCTION, VERIFY WITH ARCHITECT EXACT LOCATIONS AND MOUNTING HEIGHTS OF ALL LIGHT FIXTURES. SEE ARCHITECTURAL REFLECTED CEILING PLANS AND ELEVATIONS AS APPLICABLE. 3. FIXTURE BRANCH CIRCUIT THROUGH ---WIRING: VERIFY AND COMPLY WITH FIXTURE MANUFACTURER RESTRICTIONS AS DETERMINED BY UL. & NEC. 4. ALL STRAIGHT FLUORESCENT LAMPS SHALL BE SP35 OR EQUAL. 5, ALL COMPACT FLUORESCENT LAMPS SHALL BE SPX35 OR EQUAL. 6. ALL FLUORESCENT BALLASTS SHALL BE ELECTRONIC. 7. FURNISH OWNER WITH (1) SPARE CASE OF EACH TYPE OF LAMP SPECIFIED ON SCHEDULE. 8. VERIFY CEILING TYPES/FINISHES FOR ALL RECESSED FIXTURES PRIOR TO FORWARDING SUBMITTALS, 9. ALL FLAT PRISMATIC LENSES IN FLUORESCENT FIXTURES SHALL BE MINIMUM .125" THICK. 1o. ALL EXTERIO FIXTURES SHALL HAVE DARK BRONZE FINISH. 00V ;.� __� � �'— and Note Dimming ballast is integral to fixture. provide powerpacks for photosensors for circuit 11. C K:\DWGS\07-8118\07-8118E40.dwg — Helen — Jul 02, 2008 — 2:04pm 2 r I � is F•. ra � P. r TYPE ILLUSTRATION MANUFACTURER CATALOG NO. VOLTAGE MAX- LAMPING MOUNTING DESCRIPTION 81 LITHONIA 2SP8-G--2-17- 120 33 (2)F1 7T8 RECESSED 2'X2' FLUOR. TROFFER Al A12125-120 SP35 VARIES PER MFG PRISMATIC LENS LUMINIS AREA LIGHTING GEBs 120 95 (1)70W MH INSTALL. T -BAR CEILING ° a a LITHONIA 2SP-G-3-32- DRW-ACF125- 120 62 (2)F32T8 SP35 RECESSED 2'X4' FLUOR. TROFFER FLAT WHITE ACRYLIC LENS WALL DECORATIVE 120-GEB-LST 5 2" REGRESS T -BAR CEILING 3 E5. REAR BUILDING AAL OSR-70T6EL- SLR -SAH -MST 120 E5. 70W MH 3ARIES FLOOD LIGHT FLAG POLE LITHONIA 11602 120 62 (2)F 2T8 CEILING FLUOR. WRAP B1 SURFACE HID 120 -TC SP35 MFG (4' ARCHITECTURAL) CANOPY SQUARE GOTHAM LGF--1/26DTT-- 120 4 5. (1)F26DTT RECESSED EXTERIOR DOWNLIGHT LITHONIA LB -2-32-120- 120 62 (2)F32T8 CEILING/ 4' FLUOR. WRAP S 5. FAIL SAFE GEB 120 34 SP35 WALL (LOW PROFILE) (3)F13DTT WALL ALKCO 207V/FR207 120 138 (2) 69W LONG LIFE LAMPS QED. STOP/GO LIGHT (APP. BAY EXIT DOORS) RED/GREEN SPX35 LITHONIA TLB -2-32-120- 120 124 (4)F32T8 SURFACE 8' FLUOR. WRAP GEB LITHONIA LES -1-G- 120/277 SP35 50 (LOW PROFILE) WALL/ CEILING ES. EXIT SIGN (1 -SIDED) (1)F26DTT SPX35 1EX4 VAPORTIGHT (RED LENS) 4 E5. LITHONIA LITHONIA TLB -4-32-120- 120 124 (4)F32T8 SURFACE 8' FLU PWRAP X2 GEB-HDSQ_ SP35 WITH WIV - T HANGERS 5 ADVANCE MARK 7 APPA US 4 2 5. DIMMABLE LITHONIA N2S-32-120- 120 32 (1)F32T8 WALL 4' FLUOR. STRIP GEB SP35 UNDER (UNDER CABINET -" CABINET FIXTURE) 4 5. LITHONIA N2S-25-120- 120 25 (1)F25T8 WALL 3' FLUOR. STRIP GEB SP35 UNDER (UNDER CABINET CABINET FIXTURE) 4 5. GOTHAM AF- 1/28DTf- 120 34 (1)F26DTT RECESSED 6" FLUOR. DOWNLIGHT 6AR-120-CGL- SPX35 (CLEAR GLASS LENS) o GEB10 5 E5.2 LITHONIA LF5--1/13DTT- 120 17 (1)F13DTT RECESSED FLUOR. DOWNLIGHT 6" 120-GE610- SPX35 FRAME -IN W/ DROP OPAL o F6LD1-PF 5 5.2 LENS LITHONIA LV3-120-3VE1 120 20 20W RECESSED 3" L.V. DOWNLIGHT MR16 5 E5.2 VISA CB3552 120 40 (1)40W WALL DECORATIVE SCONCE SPX35 (DIMMED) 4 E5.2 INCANDESCENT VISA CB6056 120 40 (1)F39TT WALL DECORTIVE SCONCE SPX35 LOBBY 3 E5. LIGHT 10852RET5 BZB 120 17 (1)F17T8 WALL 2' LINEAR VANITY LIGHT CONCEPTS SP35 ABOVE MIRROR 3 E5. LITHONIA RVSP-2-13DTT- 120 34 (2)F13DTT WALL DECORATIVE SCONCE MDR -120 SPX35 4 E5.2 d4Z irf � r I� is �`n .+ �:,,,� � E i( �r .�- �d, ��.M.," � #� u � ��,. � �.:., • �„qj +,� �,,..��. T( TYPE ILLUSTRATION MANUFACTURER CATALOG OLTAGE VA. `MPI MOUNTING DE 81 PEERLITE PRM4-2-32- 120 186 (6)F32T8 PENDANT 8' INDIRECT/DIRECT 8FT R4-GEB10- DCT -F2 -DIMMED SP35 VARIES PER MFG DIMMED (DAYROOM) LUMINIS AREA LIGHTING W799 -M70-120- CS 120 95 (1)70W MH INSTALL. BOLLARD CONCORD 52VO4ST- PB -2070 -CH 120 100 W JD -11 (HALOGEN) VERIFY ROD LENGTH AT 5 EP CL FAN/LIGHT "THE VOYAGER„ FURNISH WITH FAN LIGHT WALL DECORATIVE EACH CONTROL STATION 3 E5. REAR BUILDING AAL OSR-70T6EL- SLR -SAH -MST 120 LOCATION 70W MH 3ARIES FLOOD LIGHT FLAG POLE VISA LIGHTING 5202-MSTM- 42-F 120 192 (4)42W TRT PENDANT PVAR DECORATIVE PENDANT LOBBY UNDER SURFACE HID 120 -TC MFG MH CANOPY SQUARE GOTHAM LGF--1/26DTT-- 120 INSTALL. (1)F26DTT RECESSED EXTERIOR DOWNLIGHT LIGHT CONCEPTS 10975 120 34 (1)F26DTT SPX35 SURFACE �4 MUSHROOMM SHAPE RESTROOM LIGHT S 5. FAIL SAFE FS -P-126- EBT1-EBP-5405 120 34 (1)F26DTT SPX35 SURFACE 4 GENERATOR LIGHT FLUOR. SURFACE SQUARE W/ EMERGENCY PACK (3)F13DTT WALL ALKCO 207V/FR207 120 138 (2) 69W LONG LIFE LAMPS WALL C4 �' STOP/GO LIGHT (APP. BAY EXIT DOORS) RED/GREEN SPX35 EDWARDS SIGNALING 89STR-R- N5/89STR 1203 N/A N/A WALL (FLUSH BOX) 4 5. RED STROBE 3 5. LITHONIA LES -1-G- 120/277 120 50 LED WALL/ CEILING ES. EXIT SIGN (1 -SIDED) (1)F26DTT SPX35 1EX4 VAPORTIGHT (RED LENS) LITHONIA LES -2-G- 120/277 120 50 LED WALL/ CEILING EXIT SIGN (2 -SIDED) X2 qE� T1 5 nw .. t TYPE ILLUSTRATION MANUFACTURER CATALOG NO. VOLTAGE MAX- LAMPING MOUNTING DESCRIPTION 81 LITHONIA KSF1-175M- SR4SC-120- SP04-SF SSS-13-4C- 120 210 (1)175W MH CONCRETE BASE 8 15' POLE LIGHT WITH 24” BASE (TYPE 4 DISTRIBUTION) DM19- E5 LUMINIS AREA LIGHTING W799 -M70-120- CS 120 95 (1)70W MH CONCRETE BASE 9 5. BOLLARD VISA OW1130 120 34 (2)13DTi WALL WALL DECORATIVE SPX35 3 E5. REAR BUILDING AAL OSR-70T6EL- SLR -SAH -MST 120 95 70W MH PER MFG INSTALL. FLOOD LIGHT FLAG POLE LITHONIA KACM-150M-FP- 120 175 15OW UNDER SURFACE HID 120 -TC MH CANOPY SQUARE GOTHAM LGF--1/26DTT-- 120 34 (1)F26DTT RECESSED EXTERIOR DOWNLIGHT 0 6RW-120- GEB10 SPX35 S 5. VISA OW1132 120 51 (3)F13DTT WALL WALL DECORATIVE SPX35 FRONT BUILDING 3 5. 88 D -LIGHTS VJC-VJG- RED -SLD -26- CFL -120V 120 34 (1)F26DTT SPX35 WALL VAPORTIGHT (RED LENS) • s THE INCLUDED DRAWINGS, SPECIF€CAT€ONS, IDEAS, DESIGNS ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL RE'. THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF S BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION' ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PRO, FORWHICH THEY HAVE SEEN PREPARED AND DEVELOPED WITF THE WRITTEN CONSENT OF RRM DESSGN GROUP. VISUAL CONTACT THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONQU EVIDENCE OFACCEPTANCE OF THESE RESTRICTIONS. SUBMITTE THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIG RRM DESIGN GROUP COPYRIGHT 2( RRIVi is a California Corgorati= �C • P.O. Box 1167 — 3562 Empleo St. San Luis Obis o, CA 93406 Prone. (805 543-3850 Fox: (805) 543-3829 cod0thomoeiec.com EXPIRES: 06/30/09 THOMA #07-8118 c �c An E 0 O Ln _j �— c rn cts C' CA C14 cr) � w (D LDS � T Nr �� L co CL sg- DATE LM DRAWN BY CHECKED BY H.W. J.D. DATE July 2; 2008 ,OEN Request for Information 070 Detailed, RFIs Grouped by RFI Number Fire Station #14 5815 Mountain Vista Drive Bakersfield, CA 93311 Project # 18020 Tel: 661-665-8175 Fax: 661-665-8297 RFI #: 070 Date Created: 11/24/2009 Answer Company Answered By Author Company Authored By Thoma Electric 3562 Empleo St. Suite #C San Luis Obispo, CA 93401 Chris Jose S.C. Anderson, Inc. Rhonda Shoufler 5815 Mountain Vista Dr. Bakersfield, CA 93307 Co -Respondent Author RFI Number A -C#27 Subject Discipline Category Dryer Electrical Field Clarification Cc: Company Name Contact Name Copies Notes Question Date Required: 12/8/2009 Sheet 3.1 shows a dryer in the turnout room using circuits DP 38, 40 & 42 which is on a 20A breaker. it, The dryer the owners have on site is a Model #AGC65 240, Volts 30Amp 3PH, Heater Input 12KW, Rec. Circuit Breaker 35, Rec. Awg. & Wire Size #8. X Please advise what exactly is required. Suggestion Answer Date Answered: 11/25/2009 Replace the 20Amp breaker from panel DP 38/40/42 w/35Amp 3 pole breaker. Utilize the existing 3/4" conduit homerun and provide new (3) #8 THNN and reuse existing #10 copper ground. Contractor to verify if equipment is rated dual voltage per note 9 on sheet E-3.1. Request for Information 071 Detailed, RFIs Grouped by RFI Number Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-665-8175 Fax: 661-665-8297 Bakersfield, CA 93311 0=1 A, n74 Date Created: 11/25/2009 Answer Company Answered By Author Company Authored By Thoma Electric Chris Jose S.C. Anderson, Inc. Rhonda Shoufler 3562 Empleo St. 5815 Mountain Vista Dr. Suite #C Bakersfield, CA 93307 San Luis Obispo, CA 93401 ---- - Co -Respondent Author RFI Number 'f -r- RFZ �Ilz8 Subject Discipline Category Oven & F1 Fixture Electrical Field Clarification Cc: Company Name Contact Name Copies Notes Question Date Required: 1219/2009 Per Thoma Engineering Punchlist: Page 2 Panelboards #4: States to replace circuit breaker B-23/25 with 22KAIC rated breaker from the 10KAIC breaker installed. This 2 pole breaker does not come in a 22KAIC Rating. Please advise. Page 3 Interior Lights: The F1 fixture in the station office has a dimmed ballast. Please advise how to wire to A/B switchlog on 1 P switches. Answer Date Answerea: -, uoviwv-7 1. Per CEC 210.8 Section 2 of section B that only 15 & 20 amp are required GFCI. GFI breaker for the stove is not required. Please change breaker to non GFI 22KALC 40A 2 pole breaker. Confirm with inspector. 2. Replace SPST switches to (1) dimmer switch. P(N.V.J� b�� 01 Erm PANEL SCHEDULE NOTEA 1. LONG CONTINUOUS LOAD (LCL). ADDITIONAL 25% ADDED AT BOTTOM OF TOTAL CONNECTED LOAD. OF PANEL. FEEDER CALCULATED AT 125% 2. ROUTE BRANCH CIRCUIT THROUGH EXTERIOR LIGHTING CONTROLS. SEE CONTROL DIAGRAM 2/E-5.2. 3. ROUTE BRANCH CIRCUIT THROUGH REPONSE LIGHTING CONTROLS. SEE CONTROL DIAGRAM 1/E-5.1. 4. PROVIDE LOCKING DEVICE ON THIS CIRCUIT BREAKER. �, Cm o� 5. "AFCI" BREAKER REQUIRED. WIRE SPH-ASESIZE A: 6. "GFCI" BREAKER REQUIRED. AMP TO/ L DESCRIPTION 7. VERIFY LOAD, CS AND CONDUCTOR SIZE WITH EQUIPMENT, MCTB SEE NOTE 225A, 120/208V, 3O, 4W, MLO (N) PANEL SURFACE MOUNT, NEMA 1 SEE NOTE (42) FULL SIZE BOLT -ON CB SPACES LOCATION: UTILITY 113 18K At PANEL & BRANCH CB'S WITH EQUIP'T GND BUS -1107514 coat oRaP 1 2 3 REDEF75.20 12 1110"mROOM 1 ,OSODDO 12 �, Cm o� CKT DESCRIPTION CB , )L WIRE SPH-ASESIZE A: B C SIZE AMP TO/ L DESCRIPTION CKT za 1 cow MP 6REFRIGERATOR 1 MCTB /2012 12 1200 L.P 1 11 12 1 RECEPTS.5 BUNK ROOM 109 21 12 900 6 3 REFRIGERATOR20 1 12 15 1200 12 20 1 RECEPTS. BUNK ROOM 110 �j `-t- 6Par r<8a WLs 12 1 900 4r5• 5 MICROWAVE2Q 1 12 ca 1500 12 0 [�l RECEPTS. BUNK ROOM 111 6 5 900 4 7 APPLIANCE20 1 12 1500 M 12 20 1 RECEPTS. BUNK ROOM 112 Q V 5 900 4 9 APPLIANCE 20/112 1 12 F. 1500 300 12 2a 1 SMOKE DETECTOR 1 0 I 4,5 300 4 11 APPLIANCE 201 12 700 210° 10 1500 12 201 RESTROOM GFI 105 Z W415 1500 6 13 ICE MACHINE 2C 1 12 1200 7 32 20 1 RECEPTS. RESTROOM GFI 106 14 1500 6 15 RANGE HOOD 20 1 12 CONi2[.4Eo LOM (A) . 500 12 20/1RECEPTS. 1 RESTROOM GFI 10$ 16 TOTAL W .¢ 1500 6 17 DISPOSAL20 1 12 1200 12 20 1 TELEVISION 'j 360 6 19 DISHWASHER 20 1 12 1200 12 [Xi RECEPTS. SQUAD 20 1080 1 2 APPLIANCE ly12 20 1 12 1500 12 20 1 RECEPTS. 22 900 6, 3 2 33ELTRIC RIC OVEN 40 8 300 3000 12 20 i RECEPTS. 241 2000 900 _ 6, 25 OVEN 2 8 3000 6 12 2fl 1 1 WATER HEATER 26 4332 500 27 T7' SPACE 6 12 20 1 DOOR STRIKE TRANSFORMER 28 4332 300 29 29 SPACE 6 12 20 1 GAS SHUT-OFF PANEL 30 4332 300 -1 .j'I" �=-`- 3 SPACE / ^ ' I..,i......_%�r' r" ,r' , -•�.� I .; r(,r' ,, ';' ,.'• r, --_ I f%.r'' f/I!'. f ,. 31.-' � �;r' s <! f'f�' 20 SPARE 3 211 CONNECTED LOAD (VA) = 25% OF CONTINUOUS LOAD = TOTAL (VA) = TOTAL 120 VOLT = 6600 8000 3 3 SPACE 0 0 0 6600 8000 7200 20 1 SPARE 3 4 3456 35, 35 SPACE 6 8 3 0 1 P209/1 SPARE 36 3456 37 37 SUBPANEL "C" 100 2 6600 12 s 1 SPARE 38 1200 3 39, SUBPANEL ''C" 12 2 1200 8000 12 20 1 SPARE /( 0 -r 1200 141 SUBPANEL "C" 3 2 1200 7200 3 20 1 SPARE 4? 1200 CONNECTED LOAD (VA) = 25%,OF CONTINUOUS LOAD = TOTAL (VA) = TOTAL 120 VOLT = CONNECTED LOAD (VA) = 25% OF CONTINUOUS LOAD = TOTAL (VA) - TOTAL-, 120 VOLT = 19580 16600 18060 690 0 0 0 19580 16600 18060 163 A 138 A 151 A SEE NOTE 125A, 12Q/208V, 3i, 4W, MLO (N) PANEL SURFACE MOUNT, NEMA 1 SEE NOTE (30) FULL SIZE BOLT -ON CB SPACES LOCATION: UTILITY 113 18K AIC PANEL & BRANCH CB'S WITH EQUIP'T GND HUS -1107514 coat oRaP 1 2 3 REDEF75.20 12 1110"mROOM 1 ,OSODDO 12 �, Cm o� CKT # DESCRIPTION AMP TO&F WIRE SIZEA P RSE VA PHAS B B PHASE -WIRE SIZE CB OLE DESCRIPTION CKTI za 1 cow MP 4 1 MCTB 2Q 1 12 1000 L.P 1 11 12 20 DUCTLESS SPLIT SYSTEM COMMUNICATION ROOM 21 12 900 4 3 MCTB 20 1 12 15 1000 12 2 DUCTLESS SPLIT SYSTEM COMMUNICATION ROOM �j `-t- 6Par r<8a WLs 12 1 900 4r5• 5 MCTB 2Q 1 12 ca 1500 12 20 1 EXHAUST FAN 6 11700 4 7 MCTB 20 1 12 000 000 M 12 201 FILTER POWER SUPPLY (13 300 4 9 MCTB 20 1 12 F. 1000 300 12 20 1 RECEPTS. STATION OFFICE 10 r F+W Y - 20, t2 900 4 11 MCTB 20 1 12 700 210° 10 1000 12 20 1 SRECEPT TATIONS OFFICE Z W415 900 4 3 MCTB 201 12 1000 7 12 201 RECEPTS. / 900 4 1 MCTB 20 1 12 CONi2[.4Eo LOM (A) . 1000 12 20 1 RECEPTS, 161 TOTAL W .¢ 900 4 7 FIRE ALARM2Q 1 12 300 2 20 1 WASHER Q 8 1200 1'3 9 FUEL PUMP MONITORING y12 12 30012 12 1 DRYER 20 1200 1 2 1 RECEPTACLE - ALCOVE 20 1 12 3Q0 10 30/.ELECTRIC DRYER 22 2000 3 RECEPTACLE - ALCOVE 20 1 12 300 10 2 ELECTRIC DRYER 4 2000 425 DUCT SMOKE DETECTOR 20 1 12 300 6 50 SPACE 26 4332 27 SPACE 20 1 6 SPACE 28 4332 29 SPACE 201 6 3 SPACE v 301 0 4332 -1 .j'I" �=-`- r �r' - `- _�1� / ,,,. �,::. ; 1,-'`: l�` .%' /•" � -''I,� / ^ ' I..,i......_%�r' r" ,r' , -•�.� I .; r(,r' ,, ';' ,.'• r, --_ I f%.r'' f/I!'. f ,. 31.-' � �;r' s <! f'f�' ./ �'I .l' ,'I -,.` If'�i� %%' ,�i� �i'f /-� f.�rV�� i` �- (y1 i /� CONNECTED LOAD (VA) = 25% OF CONTINUOUS LOAD = TOTAL (VA) = TOTAL 120 VOLT = 6600 8000 7200 0 0 0 6600 8000 7200 F55 A 67 A 60 A SEE NOTE 600A, 120/208V, 365, 4W, MCB (N) PANEL D P SERVICE ENTRANCE RATED SURFACE MOUNT, NEMA 1 SEE NOTE (42) FULL SIZE BOLT -ON CB SPACES LOCATION: UTILITY 113 18K AIC PANEL & BRANCH CB'S WITH EQUIP'T GND BUS -1107514 coat oRaP 1 2 3 REDEF75.20 12 1110"mROOM 1 ,OSODDO 12 �, Cm o� CKT DESCRIPTION # OL SIZE 12 70+ CORD DROP PHASE SIZE OL DESCRIPTION CKT za 1 cow MP 1,2 9 LIGHTS SITE 2Q 1 10 1410 L.P 1 11 2 100 PANEL A 1 DOpR 11OTOR 12 12520 1,2`Z �...1 LIGHT SITE (NL) 2Q 1 10 15 1105 2 mm µolein PANEL A 17 6Par r<8a WLs 12 1 11860 1,2LIGHTS 5 BUILDING EXTERIOR 20 1 10 ca 1100 2 3 PANEL A 6 11700 1,2 -7 J LIGHTS BUILDING (NL) 20 1 10 400 2 M 3/0 200 PANEL. B (13 19580 1,3 9 LIGHTS APPARARTUS BAY 20 1 12 F. 1000 300 3/0 SPA[* PANEL B 10 r F+W Y - 20, t2 16600 1,3 'j E 1 TLIGHTS - URNOUT APPARATUS BAY, 201 12 700 210° 10 750 3/0 3 PANEL B Z W415 18060 1'3'5 BIGHTTS ROOM 201 12 650 7 12 20 DS -110,111,112 V&.N E EMMAUW nw 500 1,3 15 LIGHTS HALL, BATHROOM ly, 12 CONi2[.4Eo LOM (A) . 00 650 12 2 DS -110, i 11,112 1 6 TOTAL W .¢ COYPA,TIIIENT ABQYE, 1 I LIGHTS ROOM OFFICE, LOBBY, 2fl 1 12 450 12 20/FC-109,104,115,116 1 650 1'3 9 LIGHTS POSNSE LIGHTING 201 12 300 12 2 FC -109,104,115,116 20 600 1 1 LIGHT M KITCHEN 201 12 1100 100 12 20 BRANCH SELECTOR BOX22 3 LIGHTING CONTROL 2Q 1 12 300 12 2 BRANCH SELECTOR BOX 2 4 100 25 SPARE 20 1 6 50 HEAT PUMP (ROOF)261 4332 27 SPARE 20 1 6 HEAT PUMP (ROOF) 281 4332 291 SPARE 201 6 3 HEAT PUMP (ROOF) 30 4332 31. TVSS 60 6 8 40 AHEAT PUMP (ROOF) 32 3456 33 TVSS 6 8 HEAT PUMP (ROOF) 34 3456 35, TVss 3 6 8 3 HEAT PUMP (ROOF) 3 3456 37 EXTRACTOR 20/ 12 1200 12 s COMMERCIAL DRYER (38 1200 3 EXTRACTOR 12 1200 12 COMMERCIAL DRYER /j (� 4 v 1200 41 EXTRACTOR 3 12 1200 12 3 COMMERCIAL DRYER 4 2)z 1200 CONNECTED LOAD (VA) = 25%,OF CONTINUOUS LOAD = TOTAL (VA) = TOTAL 120 VOLT = 46148 42603 4324.8 FURNISH PANEL WITH CONTROLS COMPARTMENT ABOVE. 690 951 576 46838 43554 43823 390 A 363 A 365A SEE 2M 120/20011, 30, 4W, WW 1aWE (42) P- On BPLT-ON ce SPAU 109 AIG PAkU CI ONOH CW5 0 WAX MOUNT. NEW 1 1 NOTE U AATW- OVC010% 171 wax Ewwr Deo BUS - DESCRIPTION ZE CVA szE DESCRIPTION 11 Date YlORKOUi ROOM 1 I2 10°0 -1107514 coat oRaP 1 2 3 REDEF75.20 12 1110"mROOM 1 ,OSODDO 12 �, Cm o� 4 THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL SREADu1u 2 12 1 ,5500 12 70+ CORD DROP C V 7 ,CE MAO MW 1 12 ; 13 za 1 cow MP 8 9 aeTaAEtWM DRTER s , 1z loco;� 100 12 1 Oom MOTOR L.P 1 11 IxE�... C01/,ROI 2 ' 12 low ,y 1 DOpR 11OTOR 12 13 YCmGti/Ai'aMtP SD, �2 1� 12 �i DOOR MORE 1 15 rAROrmou 2 , 1z +2 mm µolein ai c i 17 6Par r<8a WLs 12 1 Joo 400 12 U%n . SUPPORT AREA 1 8 1 9 Ace R14CLwAY 12 7 ca �' SPARE q 2 I %WACi WCMV 20 12 1 360 2 1 SPARE C ry G AP iTUS &IY 20, 12 900 1 SPARE 2 M APAAl1ATU5 @411 1 12 !M0 SPAM 7.20 APPARA US �Yf , '2 405 2 F. 00NA L Z SfORMER 4a 12 TOR EF t DOOR UMN 1 300 SPA[* Q 31 r F+W Y - 20, t2 2 � ,D AKt oOVM SSOR Z AWAMTUS BAY - 12 EXF w5T FAN 1 700 210° 10 m COYPR(Sl3pR J 51 URIT hFAMM 20 12 1 2fOa W415 NR COMPAMOR CC" OIHAUa FAN 12J0 71 9 �NP DodlAOST FAN 7 OS -120 woRKOUT aoo11 ,3 12 so e a V&.N E EMMAUW nw OS -120 1,OR9(91T Oak 12 2 X034 A ,IOi�1E EXN4UST PAn ,�11- J 7.5 HP ` 7 CONi2[.4Eo LOM (A) . 13436 12796 124]4 25; of CONIIHUDUS 1WA0 .�112 FURNI$H PAkEL WITH eaNrpoes a o 200 127% 12634 TOTAL W .¢ COYPA,TIIIENT ABQYE, TDTAL4 120 VOLT ..A 107 A 103 A ERING r OMA ELE IC. INC. P.O Bml 116x -5582 Empbo 5(. San Lula No CA 93406 Wfcne (805543-3850 Pax: (805) 543-3929 CA!l01110111CG1[GGpm rrmdesigngroLM III creating environments people enjoy" �IGp MZwI 1�i4M1jFt15�� m(�,m,urtllLgC no�ml' I �W4rWw1YiY�YifeyrM�.AYAu1011010t��1a�* 4R+IIAIFlYR15fyM _... _........ _....__...__._......_............... ....... ,... _.........------1--- ...._ ...... VO/VO 39Vd City of Bakersfield Fire Station 14 ASI 01 PANEL. SCHEDULE "A" Exhibit ASI 01-01 0 'Sz,p- Sz_ok Sheet No. _.. E-4.1 ayc-J. IN �. C.,1. Date _ 12!23/08 .lob Na -1107514 Scale �.... NTS 680LZ6ET99 85:5T 600Z/L0/T0 I K:\DWGS\07-8118\07-8118E41.dwg -Helen -Jul 02, 2005 - 2.41pm My% )91 S� THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS NO ARRANGEMENTS REPRESENTED T14EREBY ARE AND SHALL R IN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF S c c BE COPIED. DISCLOSED TO OTHERS OR USED IN CONNECTION ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PRO CT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WIT UT THE WRITTEN CONSENT OF RRM DESIGN GROUP, VISUAL CONTACT ITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCL IVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITT OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL OT BE CONSIDERED WAIVER OF RRM DESIGN GROUP'S RIG S. RRM DESIGN GROUP COPYRIGHT 2 7 RRM is a California Comorati n P.O. Box 1167 - 3562 Empleo St San Luis Obispo, CA 93406 Phone: (805) 543-3850 Fax: (805) 543-3829 cad@thomoelec.com EXPIRES: 06/30/09 TI-IOMA #07-8118 C.J. DRAWN BY CHECKED BY HA J.D. DArE July 2, 2008 CAD FILE 07-8118E41.dwg O. NUMBER 11079514 SHEET 6 DATE L%lm 0 e,� c c Qa8 E _a c U v 0) �- � G lJ � Iz � c © "qr - r ® 0 ai c i CO , V ca V_ o CO"6 C C 0 a 00} M F. Q C.J. DRAWN BY CHECKED BY HA J.D. DArE July 2, 2008 CAD FILE 07-8118E41.dwg O. NUMBER 11079514 SHEET 6 DATE ENLARGED ;s R ° r 4 R EQUIPMEN OWfix: j ,,I PLAN AT COMM (SEE NOTE 3) 1. x , I Z Rom"'O SCALE-. 1/4"=V-0" '-0" 12 12 "MCTB" �k N ;s R ° r 4 R POWER OWfix: RADIOPHONE (CITY OF {AKE11sF1ELD} ,,I i r' s •�xr%0.';"'OMM i AT (SEE NOTE 3) 1. x , I Z FILE ROOM VOICE/DATA SCALE: 1/4"=V-0" '--0" WIRING" �d SYSTEM �� � } f , M r� I, D o END USER EQUIPMENT AND oaeo CONNECTIONS BY OTHERS \""-COMBINATION VOICE/DATA OUTLET (4)4 PR. CATEGORY 6 UTP 24 GA. CABLES TO EACH OUTLET LOCATION (BY EC) DATA PATCH PANEL, VOICE BY COMMUNICATION BY IT DEPARTMENT DEPARTMENT l i l I TELEPHONE SYSTEM EQUIPMENT AND CABLING TO PATCH PANEL BY COMMUNICATION DEPARTMENT I COMPUTER EQUIPMENT AND l l ------- ------- CABLING TO PATCH PANEL ;------- BY IT DEPARTMENT COMPUTER ; ; TELEPHONE SYSTEM I 1 , SYSTEM I Ij j L ----- ---------- _J x re r. 0 1 [ c A �"E yr '? k p J K:\DWGS\07-8118\07-8118E50.dwg - Helen - Jul 02, 2008 - 2:06pm EIREFERENCE NOTES 1, MAIN COMMUNICATION TERMINAL BACKBOARD. 2, PROVIDE GROUND BUS (SEE DETAIL 3/E-5.3). 3. TELEPHONE/CAN SERVICE CONDUIT LOCATION. (SEE SITE PLAN ON SHEET E-2.0 FOR CONTINUATION). (2)4"C. TELEPHONE AND (2)2"C. CATV. 4. (2)2"C.O. FUTURE CITY FIBER. (SEE SITE PLAN ON SHEET E-2.0 FOR CONTINUATQIN. 5. PROVIDE 4 POST DATA/CCN EQUIPMENT RACK (CHATSWORTH OR HUBBELL). PROVIDE BLACK WITH ROUND HOLES WITH RACK UNIT MARKERS. 6. PROVIDE 2 POST TELEPHONE/RADIO EQUIPMENT RACK (CHATSWORTH OR HUBBELL). PROVIDE BLACK WITH ROUND HOLES WITH RACK UNIT MARKER. 7. PROVIDE (2)3"C. TO TOWER, (SEE SHEET E-2.0 FOR CONTINUATION). 8. PROVIDE (1)2"C. TO ROOF MOUNTED WEATHERHEAD. (SEE DETAIL 5/E-5.3). 9. PROVIDE (2)4"C. STUB TO ACCESSIBLE CEILING SPACE (T -BAR) FOR CABLING. 10, PROVIDE (2)2"C. STUB TO ACCESSIBLE CEILING SPACE (T -BAR) FOR CABLING. 11. PROVIDE/CONNECT LOW VOLTAGE CONTROLS (FILTERED POWER SUPPLY). 12. PROVIDE COMMUNICATION CONDUIT SLEEVES "MCTB". STUB ABOVE ACCESSIBLE CEILING SPACE. PROVIDE (1)2"C (DATA), (1)2"C (TEL), (1)2"C (SPEAKERS), (1)2"C (CATV), (1)2"C (CCTV) AND (1)2"C (SPARE). ALL TO BE SEALED WITH DUCT SEAL CLAY UPON COMPLETION OF WIRING. PROVIDING PULLING COLLARS ON BOTH ENDS OF CONDUIT SLEEVES. 13 PROVIDE (2)2"C. TO 17"X30" COMMUNICATION PULL BOX NEAR GENERATOR AND FUEL AREA. (SEE NOTE 10 & 22 ON SHEET E-2.1 FOR CONTINUATION). 14. PROVIDE 18" LADDER TRAY AS SHOWN (CHATSWORTH 10250--•712 BLACK). PERIMETER TRAY SHALL BE SUPPORTED FROM WALL BRACKETS (CHATSWORTH #1746-712) OR END WALL BRACKETS (CHATSWORTH #11421-712) AND MOUNTED TO THE TOP OF EACH RACK. ROOF $ 4 TYP. T -BAR CEILING vs S7v I 8 V s 6 WP ' 7 2 TYP. 1 5 TYP. i �-----EXTERIOR WALL *MCTS" i FIRST FLOOR } n r I 1. MAIN COMMUNICATION TERMINAL BACKBOARD "MCTB". (SEE COMMUNICATIONS PLAN) 2. PROVIDE BOGEN 70V FLUSH SPEAKERS/GRILLS/CANS (METAL, NO PLASTIC) WITH INDIVIDUAL VOLUME CONTROLS BY EC. PROVIDE BOX . 3. ALL OUTDOOR SPEAKERS TO BE INDIVIDUALLY WIRED (HOMERUN) TO "MCTB". ALL TO BE 15WATT 70V HORNS. 4. PREWIRE BETWEEN SPEAKERS ONLY PER COMMUNICATION DEPARTMENT. INDIVIDUAL SPEAKER CABLES BACK TO "MCTB" WITH (1) SPEAKER CABLE PER ZONE. PROVIDE ALL CABLES TO BE MINIMUM #22 GAUGE, 2 CONDUCTORS, STRANDED/SHEILDED. (BELDEN OR EQUAL). 5. LEAVE ADEQUATE SLACK (MINIMUM 10'). LABEL EACH CABLE FOR CONNECTION BY CITY. ALL CABLES TO HAVE ENOUGH SLACK TO REACH ANY AND ALL CORNERS OF COMMUNICATIONS ROOM AND THEN 10' MINIMUM EXTRA. 6. PROVIDE SLEEVES BETWEEN ACCESSIBLE CEILING SPACE AND "MCTB". SEE NOTE 15 ON DETAIL 5, THIS SHEET FOR ADDITIONAL INFORMATION. 7. PROVIDE 1/2"C BETWEEN SPEAKER BOXES AT GYP. BOARD AREAS FOR COMMON ZONES. 8. PROVIDE 3/4"C TO ACCESSIBLE CEILING SPACE. U.O.N. SCALE: NTS SYMBOL DESCRIPTION ROUGH -IN 8Y EC A/CCTV D) RADIOPHONE (CITY OF {AKE11sF1ELD} � f , i r' s 4 (SEE NOTE 3) 1. x , I Z SCALE: NTS SYMBOL DESCRIPTION ROUGH -IN 8Y EC A/CCTV D) RADIOPHONE (CITY OF {AKE11sF1ELD} FIRE MAINTENANCE (CITY OF {AKERSFN LD L C 0 V (SEE NOTE 3) �� DEPARTMENT COMMUNICATION DEPARTMENT FILE v VOICE/DATA BOX, RING AND 3/4"C TO \ SEE NOTE 2) fill ,r____ TI_ \ l NEAREST CABLE TRAY. (SEE I I I i � 41 ACCESSIBLE CEILING SPACE iiti II II DETAIL 3/E-5.0 & NOTE 4) LOWEST POINT OF OVERHEAD 11 I W WIRELESS CONNECTION BOX, RING, CAT6 TO "MCTB" do CONN C A {' CL v 3/4"C TO NEAREST CABLE FACEPLATE AND EOUIPMENT. i TRAY. (SEE DETAIL 3/E -S.0) ZETRON PRINTER PHONE BOX, RING AND 3/4"C TO I (SEE NOTE 2) s1f1 11 It 11 ;I - - --------- NEAREST CABLE TRAY. (SEE I[ w DETAIL 3/E-5.0 & NOTE 4) \ / W WALL PHONE BOX, RING AND 3/4"C TO - - - - - - - - - - (SEE NOTE 2) . NEAREST CABLE TRAY. MOUNT w' W LID CO I \ / 0+48". (SEE DETAIL 3/E-5.0 HIGHEST POINT OF _--_____-- COUNTERTOP OR & NOTE 4) BACKSPLASH=�-- --------------- - Ov ,.,,u,P INTERIOR SPEAKERS AND EXTERIOR HORNS INSULTATEO SPEAKER BACK BOX WITH VOLUME CONTROL SEE ' PROVIDE THE EXTERIOR HORNS FOR THE �• PHONE SYSTEM (SEE (D DETAIL 4/E-5.0 A NOTE 5) NOTE 2) LO 0� TELEVISION BOX, RING, FACE PLATES - -Lw PROVIDE do INSTALL AND 3/4"C TO NEAREST TELEVISION CABLE TRAY do PULL CABLE AND TERMINATE. (SEE DETAIL 3/E-5.0). SECURITY CAMERA C TO BASE OF INSTALL MIRING AND CAMERA AT HOSE TOWER. (SEE NOTE TOWER 1) FRONT DOOR/GATE INTERCOM DOORKING 1504 CONNECT WIRE AT COMM. TO' OFFICE INTERCOM/KEYPADS AT GATE ROOM. (SEE NOTE 2) AND ENTRY AIRPHONE LEF 3C AT OFFICE ALL WIRE, >< >< CONDUIT, BOXES AND CHIMES (SEE DIAGRAM 1/E5.3) ANTENNA ROOF MOUNT PROVIDE MOUNTING POST, PROVIDE/INSTALL ANTENNA 2"C FROM "MCTB" AND AND WIRE WEATHER HEAD PER DETAIL . ��>� _< :> 5/E-5.3 EXTERIOR SECURITY CAMERA 1 "C TO ACCESSIBLE CEILING PROVIDE CAMERA. CCTV SPACE, BOX, AND BLANK FACEPLATE, R WIRING FACEPLATE ZETRON SEE DETAIL 2 ON THIS PROVIDE/INSTALL WIRE. (SEE SHEET NOTE 2) 1. BOX AND CONDUIT(S) TO HOSE TOWER BY THE HOSE TOWER MANUFACTURER 2. COMMUNICATION DEPARTMENT WILL BE RESPONSIBLE RADIO BASE STATIONS, DESKTOP REMOTE CONTROLS FOR RADIOS ONLY, ANTENNAS AND ANTENNA CABLE LINE, PHONE SWITCH AND PHONE INSTRUMENTS, OUTSIDE TELEPHONE BELLS, FRONT DOOR RED 911 EMERGENCY PHONE, MODEL M6 ZETRON BOX, AUDIO AMPLIFIER FOR PUBLIC ADDRESS SYSTEM. i 3. EC TO PROVIDE ALL INTERCOM SYSTEM EQUIPMENT AND INSTALLATION TO CUSTOMER SPECS, ALL DOORBELL EQUIPMENT AND INSTALLATION TO CUSTOMER SPECS, ALL DOOR STRIKE EQUIPMENT AND INSTALLATION (BUTTONS INCLUDED) TO CUSTOMER SPECS, ALL PUBLIC ADDRESS SPEAKERS AND INSTALLATION WITH WIRING TO CUSTOMER SPECS, ALL RESPONSE LIGHTING EQUIPMENT TO OMRON TIMER AND WIRING TO CUSTOMER SPECS, SUITABLE MOUNTING SURFACE FOR 911 PHONE. 4. INSTALL/PROVIDE WIRE do FACEPLATES 5. INSTALL/PROVIDE SPEAKER CONDUCTORS do SPEAKERS. COMMUNICATION LEGEND ' _ I DATA/PHONE JACK FOR ZETRON PRINTER ELEVATION n1 x lm A PROVIDE 3/4"C TOA A L C 0 V ACCESSIBLE CEILING SPACE I ii t s, FILE PROVIDE 3/4" BRANCH L--44----- �-__ 4 / \ CIRCUIT CONDUIT fill ,r____ TI_ \ l PROVDIE (2 )1 "C TO I I I i � 41 ACCESSIBLE CEILING SPACE iiti II II 1 LOWEST POINT OF OVERHEAD 11 I 11i l , {' CL CABINET OR LIGHTING FIXTURE, i 24" MINIMUM CLEARANCE FOR ZETRON PRINTER Litt t! It I s1f1 11 It 11 ;I F�_-__ ------ - --------- PROVIDE 4 GANG J -BOX FOR ZETRON SIGNALLING I[ w BOX. MOUNT AT +12" \ / le% ABOVE COUNTER. cq C6 - - - - - - - - - - - - - - - LO w' W LID CO I \ / � s f'��,\ HIGHEST POINT OF _--_____-- COUNTERTOP OR BACKSPLASH=�-- --------------- - \ / DOUBLE DUPLEX RECEPTACLE ' FOR BATTERY CHARGER(S). DATA/PHONE JACK FOR ZETRON PRINTER ELEVATION x lm A I A L C 0 V 0 U N TE s, SCALE: NTS T Com-•-- (1)CAT6 TO "MCTB" 3/4" C. STUB TO---� ACCESSIBLE CEILING SPACE. (TYPICAL, LION) j TELEPHONE CAT 6 RJ45 CONNECTOR CAN CONNECTOR T < :---(1)RG6U (COAX) TO "MCTB" [ + (1) CAT 6 14-1 III ❑ I I TELEVISION CAT 6 RJ45 CONNECTOR (TYP) DATA T T-(4)CAT6 TO "MCTB- 1 " MCTB"1" C. STUB TO ACCESSIBLE CEILING SPACE. I I VOICE / DATA CAT 6 RJ45 CONNECTOR 4 4 (3) DATA (TYP) VOICE ® [� ® BLANK DOUBLE DUPLEX RECEPTACLE FOR PRINTER. T Com)--•-(2)CAT6 TO "MCTB" i I nATA PnP WIRELESS DATA (TYPICAL) *WALL PLATES, JACKS, PATCH PANELS, PATCH CORDS, MODULAR JACKS; ETC. SHALL BE HUBBELL PER OWNER. * CAT6 CABLE SHALL BE GEN SPEED 6000. s MUNICE-LEs TIUN OF wl � h. T L S w� ir �' y, n,: 14 SCALE: NTS 470 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGN AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL IN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF HALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION NITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PRO IECT FOR WHICH THEY HAVE SEEN PREPARED AND DEVELOPED WIT iOUT THE WRfTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACI WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCL SIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS, SUBMifT OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT SE CONSIDERED A WAVER OF RRM DESIGN GROUP'S RI S. RRM DESIGN GROUP COPYRIGHT 2007 RRM is a California Corporate Din I THOMA ELECTRIC, INC. P.O. Box 1167 - 3562 Empleo St. San Luis Obispo, CA 93406 Phone: (805) 543-3850 Fax: (805) 543-3829 cod0thomaelec.com EXPIRES: 06/30/09 THOMA #07-8118 x DRAWN r I gal i f DATE LAM ..CAD .i FILE rim• >, , . !B NUMBER LLJ i h SHEET � 41 1 {' CL - w le% cq C6 LO w' W LID CO r (D LO 0� - -Lw x DRAWN r I gal i f DATE x DRAWN r LLI gal DATE LAM ..CAD .i FILE LL >, , . !B NUMBER LLJ i 1107514 x DRAWN r DATE July 2, li . ..CAD .i FILE s" >, , . !B NUMBER 1107514 SHEET MENOMONEE Request for Information 028 Detailed, RFIs Grouped by RFI Number Fire Station #14 5815 Mountain Vista Drive Bakersfield CA 93311 Project # 18020 Tel: 661-665-8175 Fax: 661-665-8297 RFI #: 028 Date Created: 2/20/2009 Answer Company Answered By Author Company Authored By RRM Design Group 3765 South Higuera Street Suite #102 San Luis Obispo, CA 93401 Mike Scott S.C. Anderson, Inc. Rhonda Shoufler 5815 Mountain Vista Dr. Bakersfield, CA 93307 Co -Respondent Author RFI Number A -C Electric #14 Subject Discipline Category Control Voltage Electrical Drawing Clarifications Cc: Company Name Contact Name Copies Notes Question Date Required: 3/6/2009 #1: Sheet E5.1 Detail 1 & 2 calls out for a 120V to 12V transformer and a 12V coil on the control relay. The part number Square D 8501 KP12V14 is given for the control relay. The V14 in this part number indicates 24 volt coil relay. Please advise which control voltage is required. #2: The OHRON 1-13CA has a operating voltage of 24 to 240 volts. The current measurement relay RM84871 has a operating voltage of 24 to 240 volts. Is it acceptable to use the same control voltage off the transformer to feed both the current sensors and the OHRON? #3: Sheet E-5.3 Detail 6 calls out for (2) IDEC RI -12 (24 volt) relays in each of the G3 fixtures. Is it acceptable to substitute the IDEC relays for Square D relays just to keep them consistent? See attached product data sheets. Suggestion Answer Date Answered: 2/25/2009 #1: 24V #2: See Response #1 #3: No Exception Taken Request for Information 038 Detailed, RFIs Grouped by RFI Number Fire Station #14 5815 Mountain Vista Drive Bakersfield, CA 93311 Project # 18020 Tel: 661-665-8175 Fax: 661-665-8297 RFI #: 038 Date Created: 4/6/2009 Answer Company Answered By Author Company Authored By Thoma Electric Chris Jose 3562 Empleo St. Suite #C San Luis Obispo, CA 93401 S.C. Anderson, Inc. Rhonda Shoufler 5815 Mountain Vista Dr. Bakersfield, CA 93307 Co -Respondent Author RFI Number A -C #19 Subject Discipline Category Switching Response Lights in Corridors Electrical Field Clarification Cc: Company Name Contact Name Copies Notes Question Date Required: 4/20/2009 Sheet E3.0: Shows (5) E4 (response lights) in hallway 107 controlled by (2) 3 -way switches. Alcove 114 shows (5) E4 (response lights) controlled by (2) 3 -way switches & (1) under cabinet light (Cl) controlled by a 1 P switch. Sheet #5.1 detail 1, shows a 3 pole contactor. It appears that we need a 4 pole contactor, unfortunately we have already purchased a 3 pole. Was a 4 pole contactor the true intent? Can we have the under cabinet light (Cl) on with the other E4 (response lights) in the alcove area controlled by the (2) 3 -way switches and disregard the 1 P switch for the (C1)? Suggestion Answer Date Answered: 4/7/2009 Provide 4 pole contactor. See attached exhibit. / SEE ABOVE DIAGRAM FOR CONTINUATION. I Z OiT=t - (WCI RESSP09$E ALCOVE FiAtl. 1 RFIt38 04-17-09 .._ .... No 5 R1 WORKOUT — R, I $QUAD, ROOM t{CF1Ejbl1 11NG- -� _ I R1_ shoirER 105_ J. RESTROOM 1D5_ SHOWER �106� I. RESTROOM 106 08 RESPONSE LIGHTING CONTROL DIAGRAM SCALE: NTS 1 s. - } d- t- ,.... _-. -- - _ - -.. -- ..- -.. _ ...... _ - -., - -,,:. - -..W,. _ .......- - - - - t SCALE: NTS F_ ] AT EACH DOO�5 SURFACE MOUNT q© �I V Iii 0 0 0 MASTER CONTROL STATION +48" AFF. RECESSED MOUNT 120VOLT CONTROL PROVIDE CIRCUIT 120V./1 2V. CONTROL ..._ r..... _ .,. _ ..�.... TRANSFORMER JA --29 120V ROLL -UP DOOR j CIRCUIT (TYPICAL OF 4) 12V OMRON i H3CA L -J PROVIDE CURRENT SENSOR 12V (TYPICAL. FOR EACH DOOR). TELEMECANIQUE #RMS4B71102 PROVIDE ALL FOUR SENSOR ON ONE TIMER SQUARE O 13501KP12V14 CONTROL RELAY PARALLEL WIRE THROUGH EACH CONTROL RELAY $O LOW LEVEL EXHAUST FANS OPERATE WHENEVER A ROLL -UP DOOR IS OPERATING. OREFERENCE NOTES 1. PROVIDE ELECTRICALLY HELD RELAY FOR EXHAUST FAN INTERLOCK. 2. MOUNT RELAYS IN CONTROLS CABINET ABOVE PANEL 'A'. TYPICAL FOR EACH 3. PROVIDE SPST SWITCH (WITH PILOT LIGHT). LABEL ROLL -UP DOOR CIRCUIT. "APPARATUS BAY EXHAUST". (SEE SHEET E-3.3 MOUNT, SENSORS, TIMERS, CONTROL RELAYS, AND FOR EXACT LOCATION) TRANSFORMER($) IN CABINET ABOVE PANEL 'A% 4. EXHAUST FANS/DISCONNECTS ON ROOF. LOW LEVEL EXHAUST FANS CIRCUITS / BY-PASS SWITCH PER DIAGRAM. A-31 € J € O- A-33 E 1 1 ...-tz A P t L# B A D .. _ Aly u l Y %ftz ,_ M I N "m IT"' E R L 0% - -, . "E R A SCALE: NTS ,.--__---- a 1 ❑ I I t STOP & GO LIGHT FIXTURE TYPE "G3" t l 1 I 1 it r t t PE 1 i 6" 4 1, ,. I +32" +42" AFF. DREFERENCE Nv-'L'kTEJ 1. PUSH-BUTTON STATION BY OVERHEAD CONTRACTOR. PROVIDE FLUSH BOX/RING AS REQUIRED, (VERIFY) TYP I CAL. 2. AT MASTER CONTROL STATION, PROVIDE ENGRAVED PLATE INDICATING DOOR CONTROLLED. TYPICAL. 3. INTERCONNECT BOXES WITH 3/4"C. (LV CONTROL BY DOOR CONTRACTOR). 4. PROVIDE CONDUIT TO CONTROL OUTLET AT DOOR MOTOR. SEE FLOOR PLAN. (LV CONTROL BY DOOR CONTRACTOR). 5, PROVIDE 3/4" C. STUB TO COMM. ROOM. (FUTURE AUTOMATIC CONTROL BY RADIO EQUIPMENT) 6. PROVIDE 1"C TO CONTROLS CABINET ABOVE PANEL A. (SEE DIAGRAM 2 ON THIS SHEET) Ju,:_ i- �ti�ro c ELEVATION 4 � x 1-... � r: . ;.,;� j `r �`jT k 1%' k At ;,I %CON210ROL «. � .w .,. ter« SCALE: NTS K:\DWGS\07-8118\07-8118E51.dwg - Helen - Jul 02, 2008 - 2:07pm � � D D R b R f NOTEl 1. RECEPTACLE AND CONTROL OUTLET, MOUNTED ON CEILING, AT DOOR MOTOR. REFER TO ELECTRICAL AND COMMUNICATIONS FLOOR PLANS. 2. PROVIDE 120 VOLT CIRCUIT TO DOOR MOTOR, 3. UP/DOWN/STOP CONTROL STATION AND 1/2" C. TO CONTROL OUTLET AT DOOR MOTOR. (COORDINATE WITH DOOR CONTRACTOR) 4. PHOTO ELECTRIC SENSOR BOX AND 1/2" C. FOR CONTROL WIRING BY DOOR CONTRACTOR. (TYP.) 21" MIN FOR ABOVE TRACK MOUNTING PLATES. (VERIFY IN FIELD 5. 21" MIN FOR ABOVE TRACK MOUNTING PLATES. (VERIFY IN FIELD OR COORDINATE WITH DOOR INSTALLER). 6. PROVIDE 1/2" C. BETWEEN CONTROL OUTLETS AT DOOR MOTORS. (SEE COMMUNICATIONS PLAN) 7. PROVIDE 3/4" C, TO MASTER CONTROL STATION "MDC". (SEE COMMUNICATIONS PLAN) 8. 7" MIN. FOR SIDE TRACK MOUNTING PLATES VERIFY IN FIELD OR COORDINATE WITH DOOR INSTALLER. (TYPICAL). 9. PROVIDE MAGNETIC LIMIT SWITCH CONNECTED TO STOP & GO LIGHT. (SEE WIRING DIAGRAM 6/E-5.3). 10, MOUNT TRANSFORMER INSIDE FIXTURE TYPE "G3" FIXTURE. (SEE WIRING DIAGRAM 6/E-5.3). N. FLOOR N. • INFORMATION SHOWN IS FOR REFERENCE AND BIDDING PURPOSES ONLY. COORDINATE/VERIFY EXACT BOX REQUIREMENTS AND LOCATIONS WITH THE DOOR INSTALLER AND APPROVED SHOP DRAWINGS PRIOR TO ROUGH -IN. ALL BOXES TO BE FLUSH MOUNTED AND CONDUITS CONCEALED IN BUILDING CONSTRUCTION. *CONDUIT AND BOXES TO BE FLUSH MOUNTED IN MASONRY WALLS. REFER TO STRUCTURE PLANS FOR EMBEDDED CONDUIT DETAILS. ® ALL CONDUITS AND BOXES FROM DOOR MOTOR TO CONTROLLER AND SENSOR TO BE PROVIDED BY ELECTRICAL SUB --CONTRACTOR. DOOR INSTALLER TO PROVIDE WIRING. I � ! ,� ^ � z �;, ''�i� id. `'" a �4 0 #n £ iia Ifi . , k )��p�T 4 �C yf ,3,,1'' �.:".r .'�;R d SCALE: NTS ATTACH TO CABLE WITH STRAIN RELIEF DEVICE (GRAINGER ITEM #60192) EIREIr"'ERENCE NOTES 1. PROVIDE TWIST -LOCK RATED RECEPTACLE �rl LABELED "SERVICE REEL" OR "CORD DROP" AS NOTED ON ELECTRICAL PLAN. 2. PROVIDE INDUSTRIAL CORD REEL. HUBBEL TOOL BALANCER (GRAINGER #6HH12) PROVIDE 120V, 20AMP CONNECTOR BODY (STRAIGHT BLADE). 2/3 SO ELECTRICAL CABLE { S � (r. -:, - - _. _ .-. -- - - -- -....- _ - I SEE ABOVE DIAGRAM FOR CONTINUATION TD I �1 NO 120VOLT CONTROL PROVIDE CIRCUIT 120V./l 2V. BLINK ROOM 109 I CONTROL I TRANSFORME •-� FOR CONTINUATION TD -120V � I 2 � NO TYPE "D1". I APPARATUS SAY � o I I 1 L_ I ' ` 4 t--__,--.---__.- I .J I 12V I TD FOR CONTINUATION I TIMER I--I-----_ I TYPE "D1". APPARATUS BAY _---� I I i" ----------- � BUNK ROOM 111 I OMRON -r H3CA RADIO •"T- EQUIPMENT a SEE ABOVE DIAGRAM] TD !------------ . _ ..... -i.....11---------- 12V - i PROVDIE CONTROL WIRING X�yI I €I NO TYPE "D1 ® �_ PROVIDE SQUARE D DP-11�y I i I I 8501KP12V14 CONTROL RELAY I f € I I I L ----- J SEE ABOVE DIAGRAM TD c"�n FOR CONTINUATION I t d� J APPARATUS BAY I e C I 1 TO LIGHTING CONTACTORS I 7_ (r. -:, - - _. _ .-. -- - - -- -....- _ - I SEE ABOVE DIAGRAM FOR CONTINUATION TD I 1. LIGHTING BRANCH CIRCUIT. 2. PROVIDE ELECTRICALLY HELD LIGHTING CONTACTOR(S) WITH TIME DELAY OFF FEATURE. CONFIRM DURATION OF TIME DELAY WITH OWNER. MOUNT IN CONTROLS COMPARTMENT ABOVE PANEL "LM". COORDINATE COIL VOLTAGE WITH COMMUNICATION DEPARTMENT. 3. PROVIDE CONTROL WIRING TO RADIO EQUIPMENT IN COMMUNICATIONS ROOM AS REQUIRED BY COMMUNICATION DEPARTMENT. 4. DRY (NO VOLTAGE) CONTACT CLOSURE IN RADIO EQUIPMENT. COORDINATE WITH COMMUNICATION DEPARTMENT. (TYPICAL) 5. RESPONSE LIGHTING FIXTURE(S) AND ASSOCIATED CONTROLS, (SWITCHES, DIMMER, ETC.) AS SHOWN ON PLANS. RESPONSE LIGHTING TO COME ON AUTOMATICALLY, AND TIME DELAY OFF, UPON DRY CONTACT CLOSURE IN RADIO EQUIPMENT. (TYPICAL) 6. FIXTURE TYPE "D1" IN BUNK ROOMS ARE ONLY ON DURING RESPONSE. ----------- SEE ABOVE DIAGRAM L7jDFOR CONTINUATION DP-151---% __r N � _ _. _. ....- _ _ �1 NO TYPE "D1 ". a DP -9 BLINK ROOM 109 I TO TYPE I SEE ABOVE DIAGRAM ] •-� FOR CONTINUATION TD I c � I 2 � NO TYPE "D1". I APPARATUS SAY � o 6 BUNK ROOM 110 I I t--__,--.---__.- I SEE ABOVE DIAGRAM I TD FOR CONTINUATION I I I NO I TYPE "D1". APPARATUS BAY C BUNK ROOM 111 I -- s I_ cn SEE ABOVE DIAGRAM] TD FO(_R_ CONTINUATION tRINO 2 � €I NO TYPE "D1 ® �_ -I DP-11�y BUNK ROOM 112 (-.,,.,............- .-. _ - ^ - -.. j SEE ABOVE DIAGRAM TD c"�n FOR CONTINUATION I t d� J APPARATUS BAY I 1. LIGHTING BRANCH CIRCUIT. 2. PROVIDE ELECTRICALLY HELD LIGHTING CONTACTOR(S) WITH TIME DELAY OFF FEATURE. CONFIRM DURATION OF TIME DELAY WITH OWNER. MOUNT IN CONTROLS COMPARTMENT ABOVE PANEL "LM". COORDINATE COIL VOLTAGE WITH COMMUNICATION DEPARTMENT. 3. PROVIDE CONTROL WIRING TO RADIO EQUIPMENT IN COMMUNICATIONS ROOM AS REQUIRED BY COMMUNICATION DEPARTMENT. 4. DRY (NO VOLTAGE) CONTACT CLOSURE IN RADIO EQUIPMENT. COORDINATE WITH COMMUNICATION DEPARTMENT. (TYPICAL) 5. RESPONSE LIGHTING FIXTURE(S) AND ASSOCIATED CONTROLS, (SWITCHES, DIMMER, ETC.) AS SHOWN ON PLANS. RESPONSE LIGHTING TO COME ON AUTOMATICALLY, AND TIME DELAY OFF, UPON DRY CONTACT CLOSURE IN RADIO EQUIPMENT. (TYPICAL) 6. FIXTURE TYPE "D1" IN BUNK ROOMS ARE ONLY ON DURING RESPONSE. ----------- SEE ABOVE DIAGRAM L7jDFOR CONTINUATION DP-151---% __r N � _ _. _. ....- _ _ S _ _ _ r .. ... .� DP- 19/--\ "B4" a DP -9 L%IM TO TYPE r'1 •-� am W NO APPARATUS SAY � o 6 TO TYPE "64" NO APPARATUS BAY C 0 I TO TYPE "B4" I s I_ cn � tRINO EC>CV APPARATUS BAY II -H d �_ T4 'TYPE '�B4'.W-..- DP-11�y zY7 Q c"�n NO APPARATUS BAY I e C 1 TO TYPE "64" Lo E 7_ NO APPARATUS BAY olo, 6 G pie" c SCALE: NTS 0 i1 NO SPONSE ALCOVE I (9)"E4" NO HALL NO 5 R R1 WORKOUT R1 ! 4 SQUAD ROOM R1 KITCHEN/DINING R1 a r SHOWER 105 I R1 r RESTROOM 105 I _!-4 SHOWER 1106 I RESTROOM 106 R1 _j CAPTAIN'S RESTROOM 108 THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS A ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REM THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SH, BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION W ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJE FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHC THE WRITTEN CONSENT OF RRM DESIGN GROUP, VISUAL CONTACT W THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUS EVIDENCE OF ACCEPTANCE OFTHESE RESTRICTIONS. SUBMITTAL THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL N BE CONSIDERED WAIVER OF RRM DESIGN GROUP'S RIGH' RRM DESIGN GROUP COPYRIGHT 20( RRIVII is a California Corporatio iI, THONE E R MIN Cr A ELE IC, INC. P.O. Box 1167 - 3562 Empleo St. Son Luis Obis o, CA 93405 Phone: (805 543-3850 Fax: (805) 543-3829 cad0thomaelec.com EXPIRLS: 06/61)/09 - THOMA #07-8118 Fin S L%IM 0 •-� am W W � o 0 0 CL 4d7F s I_ cn � � v cca EC>CV M � zY7 Q c"�n Lo E .2)_ C6 'ct a a^ a co ti c1 2 0 ca a Fin THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGHTS. RRM DESIGN GROUP COPYRIGHT 2007 RRM is a California Corporation P,O. Box 9367 — 3562 Empleo St. San Luis Obispo, CA 93406 Phone: (805) 543-3850 Fax: (805) 543-3829 cad*thomaelec.com EXPIRES: 06/30/09 THOMA #07-8118 t,� 3fi j 5 5 Y 0 f�I f i j 0 e is M rrv;x•-m N �i oto F 00 F , E RW: .rgRl� �....00 �. M. c�,,��kr•"ra • FyGslirRNutc::lr.:r. tt�'f�i:�Nr $RY n..Yl.. f�I f i j C.a. SHED E-5-2 K:\€3WGS\07-8198\07-8118E52.dWg — Helen — Jul 02, 2008 — 2:08pm Request for Information 069 Detailed, RFIs Grouped by RFI Number Fire Station #14 5815 Mountain Vista Drive Bakersfield, CA 93311 ' Project # 18020 Tel: 661-665-8175 Fax: 661-665-8297 A TONE FOR EVERY The UTM is the key component of a SelecTone® System or a single SelecTone device. Tone selection is made by setting five RFI #: 069 Date Created: 11/23/2009 Answer Company Answered By Author Company Authored By Thoma Electric 3562 Empleo St. Suite #C San Luis Obispo, CA 93401 Chris Jose A -C Electric Company Dave Sheedy Box 1834 315 30th St. Bakersfield, CA 93303-1834 • 32 switchable tones and EMI (electro -magnetic interference). The edge connector Co -Respondent Author RFI Number SelecTone® equipment IES #1 Subject Discipline Category Intercom Electrical Drawing Discrepancies Cc: Company Name Contact Name Copies Notes 1 801 Hz Extension Module, 30OVSC-1 Command Unit, 30OVSC-1044SB Question Date Required: 1217/2009 Sheet E-5.3. The intercom system is not a working system due to the mismatch of AC and DC devices. As stated on sheet E-5.3 the 590 transformer is a 120VAC device with an MTS -Y1 multi -tone signal that is a 12/24VDC device. IES would like to purpose a working system or get direction from the owner. Please advise. Suggestion 545Hz and 1296Hz Answer Date Answered: 11/25/2009 Replace the multi tone signal w/Federal Signal Co #50GC w/universal tone module #UTM. (see attached) Federal Signal's Universal Tone Module (UTM) is a microcontroller - UNIVERSAL TONE MODULE (UTM) RFI/EMI Shielded Cover TONE MODULE �"-- Edge Connector 3.25"/82.6 mm 0.84"/ 21.3 MM 2.25"/57.2 mm 4 4 4 4 based tone generator capable of producing 32 different tones. A TONE FOR EVERY The UTM is the key component of a SelecTone® System or a single SelecTone device. Tone selection is made by setting five SIGNALING NEED DIP switches. 4 u Housed in a plastic cover impregnated with stainless steel fibers, TM2 the circuitry is shielded from RFI (radio frequency interference) • 32 switchable tones and EMI (electro -magnetic interference). The edge connector • Compatible with all allows for quick and simple installation. SelecTone® equipment The UTM can be substituted for any of the 13 SelecTone Tone • Plug-in installation Modules (TM Series). 4 ti 4 1< In addition to working with the entire SelecTone® line of speaker/ • RFI and EMI shielded amplifier products, the Model UTM is compatible with the EM3 1 801 Hz Extension Module, 30OVSC-1 Command Unit, 30OVSC-1044SB UL and cUL Listed, CSA Certified Command Unit, 300SCW-1 Command Unit and 30OSSC and CSFM Approved Supervised Command Unit. 545Hz and 1296Hz Federal Signal's UTM provides crisp, clear digital signals easily 4 ll 4 distinguished from the ambient noise of commercial, institutional TM6 and industrial environments. UNIVERSAL TONE MODULE (UTM) RFI/EMI Shielded Cover TONE MODULE �"-- Edge Connector 3.25"/82.6 mm 0.84"/ 21.3 MM 2.25"/57.2 mm 4 4 4 4 Wail TM1 I Conventional Siren 560-1055Hz 11 cycles/minute 4 u !Yelp TM2 Rapid Siren 560-1055Hz 3.3 cycles/second 4 4 u ft Hi -Low TM3 i Alternating Hi and Low ` 561 Hz and 760Hz 50 cycles/minute 4 ti 4 1< i I gall TM4 Bell, Struck Rapidly 1 801 Hz 50 cycles/minute 4 u ti Yeow TM5 Descending High to Low, Repeated 545Hz and 1296Hz ! 36 cycles/minute 4 ll 4 1 Horn TM6 Steady Horn 470Hz Continuous ti 4 1< ll 4 i Beep TM7 Slow Intermittent Horn j 470Hz 50 cycles/minute 4 ti Il tl Stutter TM8 Rapid Intermittent Horn 470Hz 5 cycles/minute Il 4 4 4 Slow Whoop TM9 Slow Ascending Low to High, Repeated 424Hz and 11 63H i 15 cycles/minute 4 Il 4 u Gradual Horn TM10 Steady Horn, Gradually 514Hz Continuous Weatherproof Back Box (WB) Increasing in Volume u 4 JlTemporal Slow Whoop TM11 NFPA Coded Slow Whoop 424Hz and 774Hz 15 cycles/minute ll 4 u 1 Westminster Chime TM12 Westminster Chime Musical Tone 1 cycle/8 tones u u 4 4Evac 2645 Federal Signal Dr., University Park, IL 60466 Tel: 708.534.4756 TM13 Amplitude Modulated Siren 479Hz 4.3 cycles/second 4 u u Air Horn TM14 i Steady Horn 400Hz and 800Hz Continuous 4 u u Ij 4 i Chime TM15 Single Strike Chime Musical Tone 49 cycles/minute 4 u u 1< u Phaser TM16 Rapid Siren 6001200Hz 15 cycles/second 4 411 4 4 Alternating Hi/Low TM17 Alternating High -to -Low ' 363Hz and 518Hz 60 cycles/minute u 4 4 i< U Warble TM18 Extremely Rapid Siren 560-1055Hz ! 6.3 cycles/second u n 4 U ft Alert TM19 Slow Sweep Tone 400-1560Hz Ascending u 4 u 1< Euro -Police TM20 Alternating Hi and Low 969Hz and 800Hz 30 cycles/minute 4 u 4 4 Euro -Fire TM21 Sweep Tone 900-800Hz Continuous 4 4 u 4 J< 1 Euro -Slow Whoop TM22 I Slow Sweep Tone 650 1290Hz 17 cycles/minute 811 Il u 4 j Euro -General TM23 Intermittent Horn 969Hz 60 cycles/minute Il u u ll Euro -Toxic TM24 Steady Horn 969Hz Continuous Euro -Police II TM25 Slow Alternating Hi and Low 554Hz and 440Hz Alternating Slow g 4 4 Euro -Stutter TM26 Intermittent Beep 2840Hz 252 ms/cycles '. g u 4 u 4 i Euro -Sweep TM27 Sweep Tone 1163 - 397Hz Descending b u 4 Il ll i Ringer TM28 Continuous Ringing Tone 560Hz and 326Hz Fast Alternating 4 u 4 I Buzzer TM29 Buzzer Tone 1318Hz and 760Hz Continuously Alternating u u 4 u i Attention TM30 Extremely Rapid Siren Multiple Frequency 11 cycle, 8 tones u 1< u ft 4 Multi -Tone TM31 Extremely Rapid Siren j Multiple Frequency ` 1 cycle, 8 tones 4 u 4 4 u i Caution TM32 Extremely Rapid Siren Multiple Frequency 1 cycle, 8 tones 2645 Federal Signal Dr., University Park, IL 60466 Tel: 708.534.4756 Fax: 708.534.4852 www.federalsignal-indust.com SelecToneO Audible Signaling Device Model 50GC �y Federal Signal's Model 50GC SelecTone® Speaker Amplifier is umzb amps designed to produce crisp, clear tones, digital voice messages and 50GC live public address. 0.095 amps In the Model 50GC a short, folded re-entrant horn is interposed DESIGNED FOR INDOOR AND between the diaphragm and surrounding air space. This design OUTDOOR USE provides optimal dB output and very good frequency response. 50GC The 50GC is UL Listed. It has been designed, tested and approved 0.013 amps for use in Type 3R applications. When installed with the Model WB • Available in 24VAC/24VDC, Weatherproof Backbox, the 50GC is suitable for use outdoors. 120VAC and 230/240VAC Internal gain control allows output adjustment from 64dBa to a • Solid-state circuitry maximum of 88d Ba at 10 feet. SelecTone Speaker Amplifiers are used individually or as part of • Built-in gain Control a plant -wide emergency notification system. The Model UTM TM33 Custom • Produces dBa to 8 Q 101 Universal Tone Module, with 32 tones, or the Tone Module is plugged into a single SelecTone Speaker Amplifier 9 m) (74dBa to 8dBa @ 1 m) for stand-alone use or into a SelecTone Command Unit for plant- • Flush or surface mount wide signaling. systems (Call factory for system For plant -wide signaling, a Connector Kit is installed into each • Type •317 enclosure SelecTone Speaker Amplifier and wired to a central controller. • UL and CUL Listed, CSA Certified SelecTone Command Units and CommCenterO Digital Message Centers broadcast tones, voice messages, melodies and live public and CSFM Approved address to an unlimited number of SelecTone Speaker Amplifiers. Connector Kit (300CK) The compact size and attractive appearance of the Model 50GC make it ideal for use in offices, hallways, reception, and plant areas Supervised Connector Kit (300CKS) where ambient noise levels are not exceedingly high, and even sound dispersal is desired. Emergency signaling and paging are 25Vrms Connector Kit (AM25CK) common applications. 50GC 24VDC 0.07 amps umzb amps 00 vo 50GC 24VAC 50/60Hz 0.22 amps 0.095 amps 88 98 50GC 120VAC 50/60Hz 0.04 amps 0.027 amps 88 98 50GC 230/240VAC 50/60Hz 0.02 amps 0.013 amps 88 98 4.5" 114.0 mm Universal Tone Module (UTM) Width: 4.5" 114.0 mm Custom Tone Module (TM33) Depth: 3.44" 87.0 mm • Specify Connector Kit for use in systems (Call factory for system SELECTONE® AUDIBLE SIGNALING DEVICE (50GC) SPECIFICATIONS HOW TO ORDER Operating Temperature: -31°F to 161°F -35°C to 720C • Specify model and voltage Net Weight: 1.7 lbs. 0.8 kg . Specify Tone Module for stand alone Shipping Weight: 2.2 lbs. 1.0 kg operation Height: 4.5" 114.0 mm Universal Tone Module (UTM) Width: 4.5" 114.0 mm Custom Tone Module (TM33) Depth: 3.44" 87.0 mm • Specify Connector Kit for use in systems (Call factory for system - design assistance) Connector Kit (300CK) Supervised Connector Kit (300CKS) 25Vrms Connector Kit (AM25CK) REPLACEMENT PARTS 70Vrms Connector Kit (AM70CK) Description Part Number 0 Specify options: Accessories Kit (Trim Ring and Gasket) K8476123A Knock -out Back Box (NBL) Weatherproof Back Box (WB) Grille (FG) Flush Mount Back Box (FBL) • Please refer to Model Number Index 50GC beginning on page 378 2645 Federal Signal Dr., University Park, IL 60466 Tel: 708.534.4756 Fax: 708.534.4852 www.federalsignal-indust.com i Request for Information 073 Detailed, RFIs Grouped by RFI Number Fire Station #14 Project # 18020 5815 Mountain Vista Drive Tel: 661-665-8175 Fax: 661-665-8297 Bakersfield, CA 93311 RFI #: 073 Date Created: 12/3/2009 Answer Company Answered By Author Company Authored By Thoma Electric Chris Jose S.C. Anderson, Inc. Rhonda Shoufler 3562 Empleo St. 5815 Mountain Vista Dr. Suite #C Bakersfield, CA 93307 San Luis Obispo, CA 93401 Co -Respondent Author RFI Number IES #2 Subject Discipline Category Intercom System Electrical Drawing Discrepancies Cc: Company Name Contact Name Copies Notes Question Date Required: 12/17/2009 This is in response to RFI #069. The suggested replacement system doesn't follow the doorbell/intercom wiring diagram on sheet E-5.3. The wiring diagram states that there should be two tones, one for the entry door and one for the gate. The suggested replacement "Module UTM" is a single outlet tone selected by dip -switches. IESI would like to suggest an option for a working system. The system will be a 24VDC system; the part will include an Altonix, AL3000LM power supply with federal signal corp streamline low profile mini sounder, model LP4. The LP4 is a smaller device, which will replace the Edward C210 model. Please see attached cut sheets. Suggestion Answer Date Answered: 12/9/2009 (See Exhibit EX -1) 1. Replace App Bay door bell device w/Edwards C210 -W. ' 2. Replace the transformer w/Square D. t 3. Connect only the parking at entry w/doorbell transformer. hn Patterson mentioned that contractor did not install intercom correctly. Please see attached Exhibits EX -2 and EX -3 fo wiring diagram. Diagram were revised for this project. / I _T3 R N 7 120 V. BRANCH CIRCUIT i PROVIDE LV 120V TO t ✓�- 12/24V TRANSFORMER IN + s ODOR SMPUSH BUTTON COMM ROOM. SIZE (VA) - � .. AS REQSS UIRED S RE (SQUARE SEE k DOFURNISHED1 PWWRE ENTRY504 WITH Sow ROOM DETAIL 5/E5.0 NOTE 11 4/E55.3) f-, FOR LOCATION. HALLWAY /0) PROVIDE CHIME WITH 700 C r-, TONESDRuAL�T�mICAi2or (s) O PROVIDE SEPARATE TONES L FOR THE GATE AND ENTRY STATION OFFICE DOOR. r-, DOOR BELL PUSH BUTTON FURNISHED WITH L 1 7 DOORKWG 1504 AT GATE WORKOUT ROOM r-, i APP SAY L3 i i41 3 L � ^ APP SAY i y�1llit� L INTERCOM AT ENTRY DOOR DOORKING 1504 DOORBELL/INTERCOM -- wI IN(; iMAGRAM 1. 1.5 Mode! 1504 Aiphone Intercom Station Connections L These wire diagrams are provided for convenience only. For detailed wiring information on Aiptlone Products, visit their website at www.aiphone.com. _. 1.3 Wiring Diagram C�-0 0 150E-010 3 1 _ �, Circuit Boarc TtOM INU* S73 O LET= I (vGl Stilly, E � � m t0 W'v�a� nw p„Mk 16 VAC. 20 VA BAbn ! �� *Keypid P"irer EIec4'rc S. AW- mqg� Loa Msibr Li4AT1 ^> r E O O 00 L� ,>_ sxh 4TN �, Stuke- 3 Page 12 • ?ei, otl00000al3a Page 10 m THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS A ARRANGEMENTS REPRESENTED THEREBYARE AND SHALL REMi THE PROPERTY OF RRM DESIGN GROUP AND NO PARTTHEREOF SH, BE COPIED, DISCLOSEDTO OTHERS Oft USED IN CONNECTION W, ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJE FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHC THE WRITTEN CONSENT OF RRM DESIGN GROUP, VISUAL CONTACT W THESE DRAWiNGS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUS EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SUBMITTAL THESE DOCUMENTS FOR PUBLIC AGENCY RE \AF -W SHALL N BE CONSIDERED A WAIVER OF FIRM DESIGN GROUPS RfGH` RRM DESIGN GROUP COPYRIGHT 20( RRM is a California Corporatio fEfig i MOE EE R I N 0 THOMA ELECTRIC, INC. P.O. Box 1167 — 3562 Empleo St. Son Luis Obispo, CA 93406 Phone: (805) 543-3850 Fax: (805) 543-3829 cod0thomoefec.com EXPIRES. 06/30/09 THOMA #07-8118 Rm SHEU E-5-11113 c; z ram Uj Lj U) Uj < LL 0 .j LL. c 7 F- CL w LLJ LLj Ile 0 0 "t� cL E 0 m) C CD '0 E c,4,, c U') 0 0 u') > U- C—DCfi z C O U") co C5 U- t4 ' Rm SHEU E-5-11113 c; z z W Uj Lj U) Uj < LL 0 .j LL. LU F- U. U) w LLJ LLj Ile Rm SHEU E-5-11113 I'M AKERSFIELD FIRE STATION # 14 fl Is DATA SYSTEM SYMBOL LIST OTY. SYMBOL DESCRIPTION MODEL MANUFACT. D CAT 6 DATA / TELEPHONE CABLE PA SYSTEM GENSPEED 6000 12 v 6 PORT FACE PLATE WITH 3 DATA JACKS AND PHONE JACK I 1 FACE PLA .x R ��qqTA J HJX60WPHONE J HUBBELL 4 0 DATA JACK FOR WIRELESS IFP12W FACE PLATE HXJ60WR DAA JACK HUBBELL 3 - TELEPHONE JACK HJ60W &4CKBOX HUBBELL 6 O WALL MOUNTED SPEAKER WITH TRANSFORMER J12W IF SPEAKER HX60R DATA JACK SfFW RGB JACK HUBBELL WIRE SYM DESCRIPTION TYPE MODEL MANUFACTURE D CAT 6 DATA / TELEPHONE CABLE CAT6 GENSPEED 6000 GENERAL CABLE C R06U TELEVISION CABLE RG6U 9116 HONEYWELL /0.9•/91 ndust�ia/ 1ect�onic Sterns / nc. CCL # 443097 NCL X10020959 PREFAB CCL # 4973 NSFM F-146 CTRIC FRESNO JECT- BAKEFSFIELD 2644 N. MIAMI AVE. nON #14 FRESNO, CA 727 (559) 348-24 FAX(559)348-2475 SA O OFFICE 3250 MONIER GIRCLE #F RANCHO CORD A, CA 95742 (916)638-100 FAX(916)638-1105 RENO 3100 MILL STR ET #213 RENO, NV 89 02 (702) 857-40 FAX(702)857-4000 DR WGS PREFAB FOR: AC -EL CTRIC PR JECT- BAKEFSFIELD INC. AND ARE TO B FIRE STA nON #14 /'L\ ASBUL 0 0 0 F ALL DRAWINGS & WWTEN INFORMATION OF CONTAINED HEREIN E PROPRIETARY 2 TO INDUSTRIAL ELEC 'IONIC SYSTEMS, F INC. AND ARE TO B USED FOR THE CONSTRUCTION OF IS SPECIFIC PROJECT. ALL MATERIALS HERE MAY NOT BE DUPLICATED WITHOUT THE WRITTEN CONSENT OF INDUSTRIAL ELE ONIC SYSTEMS, INC.. )pg NO: F748 DATE: 1-15-09 SCALE: NOW DRAWN B : V.M. ChECKED Y: COVER (SHEET SHET 1 OF 2 DWG F 48-1D I Wo Industria/ tectronic ySM177s / nc. CCL # 443497 NCL #0020959 CCL # 497450 NSFM F-146 2644 N. MIAM AVE. FRESNO, CA 93727 (559) 348-2470 FAX(559)348-2475 SACRAMENrO OMCE 3250 MONIER CIRCLE #F RANCHO CORD VA, CA 95742 (916)638-10 FAX(916)638-1105 RtN0 3100 MILL ST EET X213 RENO, NV 8 502 (702) 857-4 OFAX(702)857-4000 0 A 0 A 0 A 0 A ALL DRAWINGS 8 WRTTEN INFORMATION CONTAINED HEREIN A E PROPRIETARY TO INDUSTRIAL ELEC11ONIC SYSTEMS, INC. AND ARE TO BE USED FOR THE CONSTRUCTION OFT IS SPECIFIC PROJECT. ALL MATERIALS HERE] 4 MAY NOT BE DUPLICATED WITHOUT THE WRITTEN CONSENT OF INDUSTRIAL ELECI iONIC SYSTEMS, INC.. JOB NO: WINGS PREPA ® FOR: AC -E CTRIC MAU- : V.A& BAKFRSFIELD Y: FRE STATION #14 0 A 0 A 0 A 0 A ALL DRAWINGS 8 WRTTEN INFORMATION CONTAINED HEREIN A E PROPRIETARY TO INDUSTRIAL ELEC11ONIC SYSTEMS, INC. AND ARE TO BE USED FOR THE CONSTRUCTION OFT IS SPECIFIC PROJECT. ALL MATERIALS HERE] 4 MAY NOT BE DUPLICATED WITHOUT THE WRITTEN CONSENT OF INDUSTRIAL ELECI iONIC SYSTEMS, INC.. JOB NO: F748 DATE: 1-15-0! SCALE: NONE DRAWN B : V.A& Ct-ECKED SHEET Y: 51 a AK RSFI LD FIR STATION l-, FIRE ALARM SYSTEM SCOPE OF WORK MOV" A FIRE ALARM S1ISIEM COINS MrO OF A NW FINE ALARM COMROL FOAM WRN NMOK ��1S 9DOMOF M PANOW AgAND NDI*ICAO0�� 2002 - WFR 72 lift id Fka Abrin Code 2007 - OdNbrnio Ebobbd Code 20017 - Cdffamto &Mkft Code 2007 - Oolft nio Fine Code INSTALLATION NOTES 1. Conduit NnooNoklb ncm an cm mee 1110 le Fe"d booNbama Do M�d�wbialE1. aanntemha oo"a «" MI aftr avaltaai of Z CondiMw tart &ROora shah be brat► or O*x* him& & AM Ova deMoe and we oaftN fmm della lo delllm & No spilose or tlltube obv& aaflrleatl011e shall be nada ft sIIMOM fADeat 0I1W-W h tll�. be the rssporN hft of the Eltabbd L�OrlboObar 4. 9,A dd ooftd pang mal ba ata. mounibq is d' fatop of p, S. F*m adjow* to a W InlildNq deNoe fidloabe line bop and dsutoe mFi& gnwwbwe . a AM rtttrs and floor pian MrNq lado�+b ale slaMn �aI - AM deNoee ant to be pboed a ;;, to d10n ae shown OII i U.O.N. 7. LOOdbn of I'd etc that motion door Unit' ale is be pioosd no moot than b' if01n 00*0 of doorway D.bobrs moat abo be at-oenbar of door- pie N Dow hander 24 to ad** dsbeator must be mounted min 24 flan " mm it Wom 00*w of door an mmdoa'. NEPA 72, 2•-10.6.61 (1!4 L Ds1tob s ars not to be boabtd Mllltll 4' of ab' sot i e6 In a00ardal0e A -2 -& LI, NM 72� A -2 - LI, and shah not pbead whwo rebum w inn I I Iarrt dwd aoa w the wAmgbotwa'i noannantldton at to Wed the ape Boon of the smmin datogin. L P mbWone of road astsrnbMae rrqulrtrq d all use an t�h: '°"dao.an�be►btl;ou°''mut.dPmb t O"C6C 30b' a M oh -r nalb,v equal to 10. Mount all me wd FM abaft Ne ' O.C. A,F.F. See NEPA 7$ 2-.1 11. Oannm* fbi dorm pants to dedoatad drug (20 Amp &oolm4 12. Rtw m eequsrae at 6) !- ops1111010 on 9090 oe mabba 131. 7m vmw deYiN an oft job► alt vi min a . td. Boobbd oo *oft io pipe flan mW P.I.V. or boolAow pievadar to FRW. e ealtary boobip odoui &m ane 24 MmII ab ho -ft and tI m1-111 alarm. CONFORMANCE NOTES ood•I, daN om"ll it Es Cowwdo a 111061ai ��Of the ar�+s INII th shah bo mode pretnoe a! i I I m agm Of �ht alarm to q" #M N* be @board wO INNrlIh for each Oaof to e t - base bean �► the haft Jam. LABEL DESCRIPTIONS SLC �..Omm i•� NAC S# - 1 amw OSE FIRE ALARM SYSTEM SYMBOL LIST QTY. SYMBOL DESCRIPTION MODEL MANUFACT. CSFM # ELECT. REQ'D CONTROL EQUIPMENT 1 FACP FIRE ALARM CONTROL PANEL MS-9050UD FiRE LITE 7165-0075:210 BACKBOX PROVIDED C REMOTE TEST CKT 4#18 250110 CSC Y~=�M Zw� INITIATING DEVICES 4 $D DUCT SMOKE DETECTOR D350RPL FIRE LITE 3240-0075:196 NONE 1$D PHOTOELECTRIC SMOKE DETECTOR STANDARD BASE PS12170 SD355 FiRE LITE 7272-0075:194 4S DEEP BOX W/ PLASTER RING 1 © MANUAL PULL STATION BG-12LX FiRE LITE 7150-0075:184 4S DEEP BOX NOTIFICATION DEVICES 1 • WALL MOUNT MULTI -CANDELA HORN/STROBE AS-24MCW-FR WHEE'LOCK 7125-1657:202 4S BOX 2-1/8" DEEP MODULE DEVICES 3REMOTE T S TEST SWITCH RTS -451 FIRE LITE 7300-0075:185 4S DEEP BOX 1 GANG RING 0 ® CONTROL RELAY CRF -3004S FIRE LITE 7300-0075:185 DEEP BOX 1 GANG RING 1 a MONITOR MODULE FOR TAMPER SWITCH MMF-300 FIRE LITE 7300-0075:185 4S DEEP BOX 1 GANG RING 1 a MONITOR MODULE FOR FLOW SWITCH MMF-300 FIRE LITE 7300-0075:1854S DEEP BOX 1 GANG RING FIRE ALARM SYSTEM CABLE/WIRE LIST SYMBOL DESCRIPTION TYPE MODEL MANUFACT. A DATA LOOP - RED/BLK 2#18 250103 CSC 8 NOTIFICATION CIRCUIT 2#14 250017 CSC C REMOTE TEST CKT 4#18 250110 CSC FIRE ALARM SYSTEM SEQUENCE OF OPERATIONS MATRIX /O.y •19q �� ndustria/ �/ectronic ystems � nc. CCL # 443197 NCL #0020959 CCL # 497550 NSFM F-146 2644N. MIA 1 AVE. FRESNO, CA 93727 (559) 348-2 70 FAX(559)348-2475 .A7MONIER O OFFICE 32IRCLE #F RAVA, CA 95742 (9FAX(916)638-1105 RENO 3100 MILL SEET #213 RENO, NV 8J502 (702) 857-40 FAX(702)857-4000 AC STATION 14 Aa� ' A A A 0 A 0 A 0 0 ALL DRAWINGS & WR EN INFORMATION CONTAINED HEREIN E PROPRIETARY w � INC. AND ARE TO BE USED FOR THE CONSTRUCTION OF S SPECIFIC PROJECT. ALL MATERIALS HERE[ 3 a z OF INDUSTRIAL ELEC NIC SYSTEMS, INC.. z JJ� o WU Y S Y~=�M Zw� mJ z�F �Zavf WOW �WN >H Uz,- OWE n¢ ��� ¢v�o aa3 ch u) a¢3 v»In a5ci 41W(!1 m oa mai 02 zF rn ANNUNCIATE AT LOCAL FIRE CONTROL PANEL • • • • 0 • (ALARM CAUSING) ANNUNCIATE AT 24-HOUR ATTENDED REMOTE LOCATION • • • 0 . • • (SUPERVISORY CAUSING) ANNUNCIATE AT REMOTE ANNUNCIATOR PANELS • • . 0 0 11111• ACTIVATE NOTIFICATION APPLIANCE CIRCUIT • • • . ON FLOOR OF ALARM /O.y •19q �� ndustria/ �/ectronic ystems � nc. CCL # 443197 NCL #0020959 CCL # 497550 NSFM F-146 2644N. MIA 1 AVE. FRESNO, CA 93727 (559) 348-2 70 FAX(559)348-2475 .A7MONIER O OFFICE 32IRCLE #F RAVA, CA 95742 (9FAX(916)638-1105 RENO 3100 MILL SEET #213 RENO, NV 8J502 (702) 857-40 FAX(702)857-4000 AC STATION 14 Aa� ' A A A 0 A 0 A 0 0 ALL DRAWINGS & WR EN INFORMATION CONTAINED HEREIN E PROPRIETARY TO INDUSTRIAL ELECT ONIC SYSTEMS, INC. AND ARE TO BE USED FOR THE CONSTRUCTION OF S SPECIFIC PROJECT. ALL MATERIALS HERE[ MAY NOT BE DUPLICATED WITHOUT E WRITTEN CONSENT OF INDUSTRIAL ELEC NIC SYSTEMS, INC.. )OB NO: 748 DATE: /15/20 SCALE: DRAWN BY: V.M. Cl-ECKED COVER $HEEL IN FIRE ALARM FLOOR PIAN N S 1061-)Iq _L ndustria/ /ectronic ferns / nc. CCL # 4430 7 NCL #0020959 CCL i 497350 NSFM F-146 FRESNO Off KE 2644 N. MIAMI AVE. FRESNO, CA 3727 (559) 348-24 FAX(559)348-2475 SA O CMCE 3250 MONIER IRCLE #F RANCHO CORD VA, CA 95742 (916)638-100 FAX(916)638-1105 RENO 3100 MILL STR ET #213 RENO, NV 89 02 (702) 857-40 0 FAX(702)857-4000 DMWWGS PWARfD FOR: AC -EL CTRIC WERSHELD STA N #14 ASBUL S '1 A 0 i, • A A 0 0 0 0 A ALL DRAWINGS do WRI CONTAINED HEREIN A TEN INFORMATION E PROPRIETARY TO INDUSTRIAL ELECT INC. AND ARE TO BE IONIC SYSTEMS, USED FOR THE CONSTRUCTION OFT ALL MATERIALS HEREI S SPECIFIC PROJECT. I MAY NOT BE " DUPLICATED WITHOUT OF INDUSTRIAL ELECT THE WRITTEN CONSENT ONIC SYSTEMS, INC.. )OB NO: F748 DATE: 1/15/2009 SCALE: V8"=r DRAWN Bl- V.M. CF ECKED Y: SHEET FIE ALARM FLOOR PLAN ti V i, • DATA IN DATA I A DATA IN (+) DATA IN (—) 8210-tP SMOKEIHEAT DETECTOR BASE NOTE: DEVICES MAY REQUIRE DEEPER OR LARGER BACKBOXES DUE TO CABLE FILL REFER TO NEC FOR SIZING, DETAIL SHOWS TYPICAL INSTALLATION. 000 OUT (—) SCALE: N.T.S. B PS -12170 PHOTOELECTRIC SMOKE DETECTOR (2) TELEPHONE LIP (FB 120 V (FBO —`� TO NEXT �.. FROM OR HORN OR PREIAOUS US DEVICEH —•— ti EOL HORN/STROBE i 1.100 BOBE/STR08E/HORN WHELiOCK TIM. OF (AS-24-MCW-I`R/AS 2*-MCC/AH-24-R-WP) SCALE: MTS. C MONRORNG MODULE (MMF-3W) SCAM N,TS, D WEE.00K DEVICES BATTERY CALCULATIONS 2—PPS POWER SUPPLY POWER MAIN POWER SUPPLY FIRST FLOOR PANEL DEYXE fmAc neat foaAt MS-9=UD OVANWT SIAWAW. eJ SrANZWI(t U AM AfANKWJ A41BY(aaAJ AUDIBLE/VISUAL DEVICE AUDIBLE DEVICE ELEVATION ELEVATION FINISHED CEIUNG 3/4'C INTO 6' 66' CEIUNG SPACE ---L Ull MOUNT AT 80" OR 6' BELOW MOUNT AT 90' OR 6' BELOW CEILING, WHICH EVER IS LOWER CEILING, WHICH EVER IS LOWER. NOT TO EXCEED 96' NOT TO EXCEED 96' AS OF NFPA 72, 6-4.4 AS OF NEPA 72, 6-3.5.1 THIS MOUNTING HEIGHT APPLIES TO SMOKE/STROBE COMB. UNIT LOCATED IN HANDICAP ROOMS FIRE PULL —� STATION 48' FINISHED FLOOR PULL STATION AND SCAM RTS. AUDW AAWANG ELEVATION SCALE WA E I MOlAffM SEVA71M F BG -UX MANUAL PULL STATM SCALE: N,TS, G FRE ALARM SINGLE LIFE SCALE: N.T.S. H VOLTAGE DROP CALCS SCALE: RTS. I BATTERY CALCS SCALE N.T.S. DUCT DETECTOR s 0e a a s POWER CONNECTIONS 1�1�J 24V 120VAC AUXILIARY ALARM CONTACTS 111-1 ti� SUPERVISORY TROUBLE CONTACTS TO MONITOR MODUL S D3SORPL DUCT DETECTOR WRING DOTAL SCALE: RTS. F] MS905OU FACP CABINET (19"Hx16.65"Wx8.5"D) (FACP) 6. 120VAC DEDICATED CIRCUIT (2)RJ-38X JACK BY TELE. S—GANG ROUGH—IN FINISHED FLOOR SCALE XT.S. io•Y• iq 7 P MMF-300 MONITOR MODULE _--4' SQ. DEEP BOX terns nc. F74 1 NCL #0020959 CCL # 44309 CCL # 49735 NSFM F-146 DATA IN (—) WE. FRESNO, CA 9 727 (559) 348-247 FAX(559)348-2475 SACRAMENT DATA IN (+) _„i-3' OCTO. RING RCLE #F RANCHO CORDO A, CA 95742 (916)638-1000 FAX(916)638-1105 RENO 3100 MILL STR T #213 ® 9 141 s 1 O FAX(702)857-4000 -- DRA GS PREP 8 13 111 3 s DETECTOR BASE (8210—LP) 7 109 76 2 TO WATERFLAW/TAMPER SWITCH 6 3 DETECTOR HEAD (PS -12170) 54 12 3 4 8 9 DATA OUT (+) DATA OUT (—) —`� TO NEXT �.. FROM OR HORN OR PREIAOUS US DEVICEH —•— ti EOL HORN/STROBE i 1.100 BOBE/STR08E/HORN WHELiOCK TIM. OF (AS-24-MCW-I`R/AS 2*-MCC/AH-24-R-WP) SCALE: MTS. C MONRORNG MODULE (MMF-3W) SCAM N,TS, D WEE.00K DEVICES BATTERY CALCULATIONS 2—PPS POWER SUPPLY POWER MAIN POWER SUPPLY FIRST FLOOR PANEL DEYXE fmAc neat foaAt MS-9=UD OVANWT SIAWAW. eJ SrANZWI(t U AM AfANKWJ A41BY(aaAJ AUDIBLE/VISUAL DEVICE AUDIBLE DEVICE ELEVATION ELEVATION FINISHED CEIUNG 3/4'C INTO 6' 66' CEIUNG SPACE ---L Ull MOUNT AT 80" OR 6' BELOW MOUNT AT 90' OR 6' BELOW CEILING, WHICH EVER IS LOWER CEILING, WHICH EVER IS LOWER. NOT TO EXCEED 96' NOT TO EXCEED 96' AS OF NFPA 72, 6-4.4 AS OF NEPA 72, 6-3.5.1 THIS MOUNTING HEIGHT APPLIES TO SMOKE/STROBE COMB. UNIT LOCATED IN HANDICAP ROOMS FIRE PULL —� STATION 48' FINISHED FLOOR PULL STATION AND SCAM RTS. AUDW AAWANG ELEVATION SCALE WA E I MOlAffM SEVA71M F BG -UX MANUAL PULL STATM SCALE: N,TS, G FRE ALARM SINGLE LIFE SCALE: N.T.S. H VOLTAGE DROP CALCS SCALE: RTS. I BATTERY CALCS SCALE N.T.S. DUCT DETECTOR s 0e a a s POWER CONNECTIONS 1�1�J 24V 120VAC AUXILIARY ALARM CONTACTS 111-1 ti� SUPERVISORY TROUBLE CONTACTS TO MONITOR MODUL S D3SORPL DUCT DETECTOR WRING DOTAL SCALE: RTS. F] MS905OU FACP CABINET (19"Hx16.65"Wx8.5"D) (FACP) 6. 120VAC DEDICATED CIRCUIT (2)RJ-38X JACK BY TELE. S—GANG ROUGH—IN FINISHED FLOOR SCALE XT.S. io•Y• iq 7 P mo CT: BAK FIELD EIRE STA ION 14 ,M ASUXT \ 0 A 0 0 0 FAI ALL DRAWINGS & WR N INFORMATION CONTAINED HEREIN AR PROPRIETARY TO INDUSTRIAL ELECTR NIC SYSTEMS, INC. AND ARE TO BE SED FOR THE CONSTRUCTION OF THI SPECIFIC PROJECT. ALL MATERIALS HEREIN MAY NOT BE DUPLICATED WITHOUT E WRITTEN CONSENT OF INDUSTRIAL ELECTR NIC SYSTEMS, INC.. )OB NO: F748 DATE: 1/15/2 D08 SCALE: DRAWN BY V.M. CHECKED B SHEET TITLE FIRE ALARM DETAILS SFEET 3 ndustria/ LI ectronic DWG terns nc. F74 1 NCL #0020959 CCL # 44309 CCL # 49735 NSFM F-146 26�NNO. MIAMI WE. FRESNO, CA 9 727 (559) 348-247 FAX(559)348-2475 SACRAMENT OFFICE 3250 MONIER C RCLE #F RANCHO CORDO A, CA 95742 (916)638-1000 FAX(916)638-1105 RENO 3100 MILL STR T #213 RENO, NV 895 2 (702) 857-400 FAX(702)857-4000 DRA GS PREP FOR: AC -EL CTRIC mo CT: BAK FIELD EIRE STA ION 14 ,M ASUXT \ 0 A 0 0 0 FAI ALL DRAWINGS & WR N INFORMATION CONTAINED HEREIN AR PROPRIETARY TO INDUSTRIAL ELECTR NIC SYSTEMS, INC. AND ARE TO BE SED FOR THE CONSTRUCTION OF THI SPECIFIC PROJECT. ALL MATERIALS HEREIN MAY NOT BE DUPLICATED WITHOUT E WRITTEN CONSENT OF INDUSTRIAL ELECTR NIC SYSTEMS, INC.. )OB NO: F748 DATE: 1/15/2 D08 SCALE: DRAWN BY V.M. CHECKED B SHEET TITLE FIRE ALARM DETAILS SFEET 3 OF 3 DWG F74 1 -3 2 ' IRRIGATION LEGEND l I - _ , MODEL EAD�DRIVC-- _ _ _ _ _ _ _ SYMBOL MANUF. DESCRIPTION NUMBER 1 l l s� ROTOR HEADS HUNTER PGH -ADV -XX 12" POP-UP ROTOR HEAD I l ® HUNTER PGH -ADV -XX 12" POP-UP ROTOR HEAD W 8" WATER SPRAY HEADS `o J* r r ■ RAINBIRD 1806 -SAM 6" POP-UP SPRAY HEAD z It A-12 A-11 A-10 A-9 ■G RAINBIRD 1806 -SAM 6" POP-UP SPRAY HEAD ■4 RAINBIRD 1806 -SAM 6" POP-UP SPRAY HEAD 1112" 8.0 1 " 8.0 1 " 12,7 2" 26,7 RAINBIRD 1812 -SAM 12" POP-UP SPRAY HEAD RAINBIRD 1812 -SAM 12" POP-UP SPRAY HEAD RAINBIRD 1812 -SAM 12" POP-UP SPRAY HEAD 0< RAINBIRD 1812 -SAM 12" POP-UP SPRAY HEAD 311 RAINBIRD 1812 -SAM 12"POP-UP SPRAY HEAD a 1„ O RAINBIRD 1812 -SAM 12" POP-UP SPRAY HEAD a 1" 1q a a RAINBIRD 1812 -SAM 12" POP-UP SPRAY HEAD �� L9' QG RAINBIRD 1812 -SAM 12" POP-UP SPRAY HEAD 4 1!� ,C, ;J OL RAINBIRD 1812 -SAM 12" POP-UP SPRAY HEAD i 3i t<i O4 RAINBIRD 1$12 -SAM 12" POP-UP SPRAY HEAD „ 1n - - - •- - - - - 71 o- RAINBIRD 1812 -SAM 12" POP-UP SPRAY HEAD a 1" 1q 2„ ® ® RAINBIRD 1812 -SAM 12" POP-UP SPRAY HEAD IF a' 1" • (D< RAINBIRD 1812 -SAM 12" POP-UP SPRAY HEAD til -®4 RAINBIRD 1812 -SAM 12" POP-UP SPRAY HEAD 2 (D- RAINBIRD 1812 -SAM 12" POP-UP SPRAY HEAD 1 a, 4n 1"• Q RAINBIRD 1812 -SAM 12" POP-UP SPRAY HEAD - QC RAINBIRD 1812 -SAM 12" POP-UP SPRAY -HEAD i OL RAINBIRD 1812 -SAM 12" POP-UP SPRAY HEAD Ie W Ip 04 RAINBIRD 1812 -SAM 12"-P.OP-UP .SPRAY HEAD Q- RAINBIRD 1812 -SAM 12" POP-UP SPRAY HEAD 0 EOE RAINBIRD 1812 -SAM 12" .POP-UP SPRAY HEAD t� 41, sn �' RAINBIRD 1812 -SAM 12" POP-UP SPRAY HEAD a" a' a o1 RAINBIRD 1812 -SAM 12" POP-UP SPRAY HEAD L BUBBLERS _ Hunter RZWS18-50, with RZWS-Sleeve 'ME ROOT BUBBL R I A- z 4 � 3n m l 1112. 26.6 1 ��� VALVES PRES. REGULATED R. C. VALVE � _ - - - � - - _ - - -�a RAINBIRD -PEB SERIES 1 -PRS DIAL I 0 l 4n 4 4 4n • 14, i I • • • n • 3 3 O RAINBIRD 44 LRC V QUICK COUPLER F.Ta 4 a a A- 0 I -N RCO -T1 3 SERIES -TRUE S GATE VALVE BALL VALVE o D r i s �Q f 0 0 1 1 REFER TO CIVIL DRAWINGS FOR, IRRIGATION STUB -OUT INFORMA I m,. I FIRE ATION PROVIDE AND INSTALL 1 i LANDSCAPE IRRIGATION METE I D X _ _ _ _ _ _ _ ' CONTROLLER "A" LOCATION. PROVIDE IVI_ 120 VAC & PULL ALL APPLICABLE WIRES ! c ,! THROUGH 3" CONDUIT TO THIS M -0 J 10 OF NECTION 3.70 1 M MAND: 33 GPM 15H A BLE -PRESSURE: 60 PSI PF C DED Y: MIKE MCMAST �e /Co.: California W rServices Company 3 ate: 20V7 w hon 616) 7 7.400 15Q 15' 0.92 30 17H 17' 2.4 30 17Q 17' 1.22 30 15F 15' 3.70 30 15H 15' 1.85 30 15Q 15' 0.92 30 12F 12' 2.60 30 12TQ 12' 1.95 30 12H 12' 1.30 30 12T 12' 0.87 30 12Q 12' 0.65 30 12VAN 12' VARIES 30 10F 10' 1.58 30 10H 10' 0.79 30 10Q 10' 0.39 30 10VAN 10' VARIES 30 8F 8' 1.05 30 8H 8' 0.52 30 8T 8' 0.35 30 8Q 1 0.26 30 8VAN 8' VARIES 30 15CST 30'x4' 1.21 30 15SSr 30'x4' 1.21 30 15EST 16x4' 0.61 130 I m,. I FIRE ATION PROVIDE AND INSTALL 1 i LANDSCAPE IRRIGATION METE I D X _ _ _ _ _ _ _ ' CONTROLLER "A" LOCATION. PROVIDE IVI_ 120 VAC & PULL ALL APPLICABLE WIRES ! c ,! THROUGH 3" CONDUIT TO THIS M -0 J r � I S&R. MOUNT TO ROOF AWAY ER-.-iANGS. CONNECT CABLE ■ MINE Mrs" LI I -' -: [t� ���� ■-_•� WON�.... ------------------------ - _ht I YTAvis 111 -un] 'IRRIGATION PLAN !.=A I '��I�I �i� It 10 A-2 1 IN Dom.• �.,�? �cn�riii r h 1 " 120.8 u NOZZLE RAD. GPM PSI DETAIL REF. & REMARKS 6 34' 2.0 30 SEE DETAIL G, SHEET L2.1 6 34' 2.0 130 SEE DETAIL G, SHEET L2.1 15F 10 OF NECTION 3.70 1 M MAND: 33 GPM 15H A BLE -PRESSURE: 60 PSI PF C DED Y: MIKE MCMAST �e /Co.: California W rServices Company 3 ate: 20V7 w hon 616) 7 7.400 15Q 15' r � I S&R. MOUNT TO ROOF AWAY ER-.-iANGS. CONNECT CABLE ■ MINE Mrs" LI I -' -: [t� ���� ■-_•� WON�.... ------------------------ - _ht I YTAvis 111 -un] 'IRRIGATION PLAN !.=A I '��I�I �i� It 10 A-2 1 IN Dom.• �.,�? �cn�riii r h 1 " 120.8 u NOZZLE RAD. GPM PSI DETAIL REF. & REMARKS 6 34' 2.0 30 SEE DETAIL G, SHEET L2.1 6 34' 2.0 130 SEE DETAIL G, SHEET L2.1 15F 15' 3.70 30 15H 15' 1.85 30 15Q 15' 0.92 30 17H 17' 2.4 30 17Q 17' 1.22 30 15F 15' 3.70 30 15H 15' 1.85 30 15Q 15' 0.92 30 12F 12' 2.60 30 12TQ 12' 1.95 30 12H 12' 1.30 30 12T 12' 0.87 30 12Q 12' 0.65 30 12VAN 12' VARIES 30 10F 10' 1.58 30 10H 10' 0.79 30 10Q 10' 0.39 30 10VAN 10' VARIES 30 8F 8' 1.05 30 8H 8' 0.52 30 8T 8' 0.35 30 8Q 8' 0.26 30 8VAN 8' VARIES 30 15CST 30'x4' 1.21 30 15SSr 30'x4' 1.21 30 15EST 16x4' 0.61 130 N/A 10.50 130 -INSTALL FOR MAINLINE SIZES LESS THAN 2" -INSTALL FOR MAINLINE SIZES 2" & LARGER BACKFLOW PREVENTOR N WILKiNS 975 -XL 1" R.P. BACKFLOW DEVICE PIPE r 1 - - - AS APPROVED AS APPROVED SCM 40 MAINLINE PVC PIPE ®®® AS APPROVED AS APPROVED SCH 40 PVC SLEEVE on -pressurized lateral pipe shall be Class 200, per Detail A, Sheet L-2.2 (City of Bakersfield Standard). , CONTROL DEVICES - 0 HUNTER PC -1500i 15 STATION CONTROLLER HUNTER MWS -FR RAIN SENSOR NOTE: IRRIGATION PLAN IS DIAGRAMMATIC. FINAL LOCATION OF PIPING WILL BE DETERMINED AT THE TIME OF INSTALLATION. MAINLINE AND LATERALS SHALL BE PLACED IN THE SAME TFkkNCH WHEN POSSIBLE. ALL Q.C. VALVES ARE TO BE LOCATED 12" FROM SIDEWALKS, CURBS, ASPHALT & CONCRSTE SURFACES. 12 A-11 A -'iii t3:#! 1" D 'I" 5.4 A-9 -__ cJ��0�' T« •�� .• r�'. z '44.1 o- - F-- - - - - - - - - - - - - I I' X66 1t• 1 � It SEE DETAIL F, SHEET L2.1 SEE DETAIL F, SHEET L2.1 SEE DETAIL F, SHEET L2.1 SEE DETAIL F, SHEET 1-2.1 SEE DETAIL F, SHEET L2.1 SEE DETAIL F, SHEET L2.1 SEE DETAIL F, SHEET L2.1 SEE DETAIL F, SHEET L2.1 SEE DETAIL F, SHEET L2.1 SEE DETAIL F, -SHEET L2.1 SEE DETAIL F, SHEET L2.1 SEE DETAIL F, SHEET L2.1 SEE DETAIL F, SHEET L2.1 SEE DETAIL F, SHEET L2.1 SEE DETAIL F, SHEET L2.1 SEE DETAIL F, SHEET L2.1 SEE DETAIL F, SHEET L2.1 SEE DETAIL F, SHEET L2.1 SEE DETAIL F, SHEET L2.1 SEE DETAIL F, SHEET L2.1 SEE DETAIL F, SHEET L2.1 SEE DETAIL F, SHEET L2.1 SEE DETAIL F, SHEET L2.1 SEE DETAIL F, SHEET L2.1 SEE DETAIL F, SHEET L2.1 SEE DETAIL F, SHEET L2.1 SEE DETAIL H, SHEET L2.1 SEE DETAIL E, SHEET L2.1 SEE DETAIL D, SHEET L2.1 SEE DETAIL C & B, SHEET SEE DETAIL A, SHEET L2.1 SIZE PER PLAN. SEE DETAIL A, SHEET L2.2 TWICE PIPE DIAMETER SEE DETAIL A, SHEET -1-2.2 SEE DETAIL D, SHEET L2.2 v0DSCq pF 0 �c SNERR00 "lo-TAi.L -REF. 8G NOZZLE RAD. GPM FSI ISAA�R -S 8 G SPRAY HFJaDS' Ipt FAINE�If 1812 SAM @o R It�'BiRD 11812 -SAM 12" Pqf' 1�t' SPRAY H 3 12- POP-UP SPRAY HEAD V N 0 a { 11 /30/09 a«"•m Dalt rn m - C STATE OF LO C THE INCLUDED DRAWINGS, SPECIFICATIO , IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY E AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND O PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR US IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN T E SPECIFIC PROJECT TIE, FOR WHICH THEY HAVE BEEN PREPARED DEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GRO . VISUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RES ICTIONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGEN Y REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DE GN GROUP'S RIGHTS. RRM DESIGN GROUP CO YRIGHT 2008 RRM is a California orporation • J.I REVISION PROJECT MANAGER t • LIEF Mte iDRAWN BY CHEG KED BY 5 1 L.W. M. DATE JUt_Y 3, 2008 lf _ CAD FILE .. ,..:..-•.er.n 1107514-IP.dwg BY _ � g p Mimi BAKERSFIELD FIRE STATION NO. 14 Checked LM yes. Date a -,a os �JOB NUMBER rrm�-L.�:, rou ti..., ��>�ae eMW Job IVo. „CT514 11075,14 Supplemental Instruction #: 10 stele 1.20• .:.:,...;...,..,.....�,......�.�.- SCALE: 1" = 20'-v- Uj /0.4•IgA I SHEET DATE 0 IRRIGATION LEGEND MfJDEiL SYNfSUL NtfiiNUF. NUiV1BER DESCRIPTION "lo-TAi.L -REF. 8G NOZZLE RAD. GPM FSI ISAA�R -S 8 G SPRAY HFJaDS' Ipt FAINE�If 1812 SAM @o R It�'BiRD 11812 -SAM 12" Pqf' 1�t' SPRAY H 3 12- POP-UP SPRAY HEAD 171i aN " d 1i 2.4 34 SEE DETAIL f. SHEi_T 11-1 170 (M1jNTERNoza6) 17• 1.22 30 SEE DETAIL F, SHEET L2.1 • J.I REVISION PROJECT MANAGER t • LIEF Mte iDRAWN BY CHEG KED BY 5 1 L.W. M. DATE JUt_Y 3, 2008 lf _ CAD FILE .. ,..:..-•.er.n 1107514-IP.dwg BY _ � g p Mimi BAKERSFIELD FIRE STATION NO. 14 Checked LM yes. Date a -,a os �JOB NUMBER rrm�-L.�:, rou ti..., ��>�ae eMW Job IVo. „CT514 11075,14 Supplemental Instruction #: 10 stele 1.20• .:.:,...;...,..,.....�,......�.�.- SCALE: 1" = 20'-v- Uj /0.4•IgA I SHEET DATE 0 u E I 8 G a�C a � J - � � o ca rn m - C LO C ^ e In-- Cn , tm_ 4J0o Ln , i L • J.I REVISION PROJECT MANAGER t • LIEF Mte iDRAWN BY CHEG KED BY 5 1 L.W. M. DATE JUt_Y 3, 2008 lf _ CAD FILE .. ,..:..-•.er.n 1107514-IP.dwg BY _ � g p Mimi BAKERSFIELD FIRE STATION NO. 14 Checked LM yes. Date a -,a os �JOB NUMBER rrm�-L.�:, rou ti..., ��>�ae eMW Job IVo. „CT514 11075,14 Supplemental Instruction #: 10 stele 1.20• .:.:,...;...,..,.....�,......�.�.- SCALE: 1" = 20'-v- Uj /0.4•IgA I SHEET DATE EL SECTION TREE TRUNK ROOTBALL RWS DEEP ROOT WATER SYSTEM ASSEMBLY, W/ TAMPER PROOF GRATE. WRAP NYLON MESH TUBE W/ FILTER FABRIC BUBBLER NOZZLE (ABOVE ROCK) ON RISER, SEE IRRIGATION LEGEND NATIVE SOIL 3/4" WASHED CRUSHED AGGREGATE BASE TREE BACKFILL, SEE PLANTING DETAILS LATERAL LINE RWS SWING JOINT SCH. 40 P,V.0 TEE SxSxT LATERAL LINE RWS SWING JOINT RWS DEEP ROOT WATER SYSTEM ASSEMBLY, W/ TAMPER PROOF GRATE. WRAP NYLON MESH PLAN TUBE W/ FILTER FABRIC NOTE: 1. USE PIPE TEFLON TAPE ON ALL PIPE THREADS. TIGHTEN THEADS UNTIL MODERATELY SNUG (DO NOT OVERTIGHTEN). 2. LOCATE TREE BUBBLER ON ROOT BALL SIDE OF ROOT CONTROL BARRIERS. NOT USED NTS PLACE ALL HEADS 1/4" ABOVE FINISH GRADE AT INITIAL INSTALLATION. SET HEADS 3" AWAY FROM WALKS, CURBS, OR MOW STRIPS. TURF ROTOR COMPACT SOIL @ EA, HEAD TO 90% REL. COMP. PER N.T.C. SWING JOINT ASSEMBLY. SEE PLAN BELOW. PVC LATERAL LINE PVC SxSxT TEE FITTING SWING JOINT ASSEMBLY LENGTH AS REQUIRED PLAN VIEW NOTES: 1. ALL PIPE THREADS ON SWING JOINT SHALL BE COATED WITH RECTORSEAL T PLUS 2 TEFLON PIPE COMPOUND OR APPROVED EQUAL BEFORE ASSEMBLY, DO NOT USE PIPE COMPOUND AND TAPE ON SWING JOINT THREADS. TIGHTEN THREADS UNTIL MODERATELY SNUG, DO NOT OVERTIGHTEN THREADS. 2. SIZE THE SWING JOINT USING THE FOLLOWING CRITERIA: * USE A 3/4" SIZE FOR A ROTOR WITH FLOWS LESS THAN 8 GPM, • USE A 1" SIZE FOR A ROTOR WITH FLOWS BETWEEN 8 -11 GPM. • USE A 1112" SIZE FOR A ROTOR WITH FLOWS GREATER THAN 11 GPM. -o NTS LENGTH AS REQUIRED PLAN VIEW OPOP UP SPRAY PLACE ALL HEADS 1/4" ABOVE FINISH GRADE AT INITIAL INSTALLATION, SET HEADS 3" AWAY FROM WALKS, CURBS, OR MOW STRIPS. POP-UP SPRAY HEAD COMPACT SOIL @ EA. HEAD TO 90% REL. COMP. PER N.T.C. SWING JOINT ASSEMBLY, RAINBIRD OR EQUAL. SEE PLAN BELOW, PVC LATEKAL LINE PVC SxSxT TEE FITTING SWING JOINT ASSEMBLY RAINBIRD OR EQUAL NTS 30 -INCH LINEAR LENGTH OF WIRE, COILED WATER PROOF CONNECTION (10F 2) ID TAG VALVE BOX FINISH GRADE/TOP OF MULCH REMOTE CONTROL VALVE PVC SCH 80 NIPPLE. SIZE PER PLAN, LENGTH AS REQUIRED. SCH 40 PVC ELL FITTING 3" MIN. DEPTH OF 314" WASHED CRUSHED AGGREGATE BASE. ONE (1) CUBIC FT. MIN. PVC SCH 80 NIPPLE. SIZE PER PLAN. LENGTH AS REQUIRED. BRICK (1 OF 4) PVC MAINLINE PIPE SCH 80 NIPPLE (2 -INCH LENGTH, HIDDEN) AND SCH 40 ELL NOTE: PVC SCH 40 TEE OR ELL PLACE AGGREGATE PRIOR TO PVC SCH 40 MALE ADAPTER INSTALLATION OF VALVE BOX. PVC LATERAL PIPE _ E R.C. VALVE NTS NOTE: PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. VALVE BOX FINISH GRADE COMPACT SOIL @ BOX TO 90% REL. COMP. QUICK COUPLER VALVE STAINLESS STEEL SCREW CLAMP @ MIN. (3) PLACES. 3/4" WASHED CRUSHED AGGREGATE BASE. ONE (1) CUBIC FT. MIN. 1" 0 SCHEDULE 80 NIPPLE. LENGTH AS REQUIRED V 0 SWING JOINT. LENGTH AS REQUIRED. RAINBIRD OR EQUAL PRESSURE SUPPLY LINE. #4 REBAR STAKE 24" LONG PRESSURE SUPPLY LINE FITTING. _ D QUICK COUPLER NTS -o NOTE: PLACE AGGREGATE PRIOR TO INSTALLATION OF VALVE BOX. BALL VALVE EXTENSION FOR 12" METER BOX. SIZE AS REQUIRED. FINISH GRADE BALL VALVE SCHEDULE 40 PVC MALE ADAPTER. 12" ROUND METER BOX. THREE COMMON BRICKS FOR SUPPORT. PRESSURIZED MAINLINE PVC PIPE. 3/4" CRUSHED AGGREGATE BASE. ONE (1) CUBIC FT. MIN. NTS CONCRETE VALVE BOX WITH CAST IRON LOCKING COVER EMBOSSED "G.V." PER NOTICE TO CONTRACTORS. SET VALVE BOX FLUSH WITH FINISH GRADE FINISH GRADE 8" 0 P.V.C. SLEEVE 18" LONG COMMON BRICK, ONE AT EACH CORNER FOR SUPPORT. 1-1/2 CUBIC FEET OF 3/4" GRAVEL KEEP GRAVEL 3 INCHES CLEAR OF MAIN LINE �It1P►I>AITI� SCHEDULE 40 P.V,C. MALE ADAPTER AT EACH SIDE OF GATE VALVE LINE SIZED GATE VALVE B GATE VALVE NTS LOCATION MUST BE APPROVED BY CITY ENGINEER PRIOR TO INSTALLATION. P OSY (FIRE) REDUCED PRESSURE BACKFLOW DEVICE APPROVED BACKFLOW PREVENTION DEVICE ASSEMBLY TEST GATE VALVES OSY (FIRE) *(1) LEVEL P.C.C. SIDEWALK 24" VARIES 12" to 30" *(2) MIN. ° SUPPORTS MAY BE NECESSARY ° c a ° ° .d + 5 PIPE DIA. a TO WATER e ° MAIN � ° � THRUST BLOCK PER CITY STANDARDS. 24" MIN. TOTAL THICKNESS WATER METER INCLUDING PIPE. U01 PIPE BRASS OR COPPER UP TO 2"; D.I.P. OVER 2" 1" R.P. BACKFLOW DEVICE VODSCApe, REVISION DATE SHERRp�N �® CIA vc�� IA v E: � rn $ slon•wn { 11 3d d9 R•"•w•1 04% STATE OF Cpl'\E CHECK M.S. THE INCLUDED DRAWINGS, SPECIFICATIONS, DEAS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY AR AND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO ART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND I IEVELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. ASUAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL COI ISTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRIC IONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY EVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIO 4 GROUP'S RIGHTS. RRM DESIGN GROUP COP RIGHT 2008 RRM is a California C rporation REVISION DATE �® T � E: � rn $ PROJECT MANAGER LIEF McKAY DRAWN BY L.W. CHECK M.S. Ag DATE JULY 3, 2008 CAD FILE 1107514-ID.dwg :o o L O H k..to C E CD C ^ cn -co .� •-r U— )♦ C m ~- m w = .� 4-j vi o LO 00 co i.. V ` 0 Z Z L0 co LIJI LL W Lit. U) ui i Q NO. REVISION DATE PROJECT MANAGER LIEF McKAY DRAWN BY L.W. CHECK M.S. D BY DATE JULY 3, 2008 CAD FILE 1107514-ID.dwg JOB NUMBER 1107514 SHEET L=201 _ 0 NOT USED NTS NOT USED NTS STEP 1 STEP 2 STEP 3 STEP 4 CONDUIT SIZING CHART FOR 14 GAUGE OF CONTROL WIRES NUMBER OF SIZE OF 14 GA OF CONDUIT WIRES, ALL REQUIRED INCLUSIVE 1-11 1-1/4" 12-20 1-1/2" 21-28 2" 29-45 2-1/2" 46-60 3" 24" MIN. FACEOF BLDG. OR EDGE OF PAVING. EXTERIOR WALL OF BUILDING CONTROLLER AND ENCLOSURE. INSTALL PER MFG. INSTRUCTIONS. 24V CONTROL WIRES IN RIGID STEEL CONDUIT, TYPICAL. PAIRED METAL THREADED WEATHER PROOF CONDUITS CONNECTED THROUGH WALL WITH RIGID STEEL CONDUIT. SEAL AROUND CONDUIT INSIDE AND OUTSIDE WITH AN APPROVED SILICONE SEALANT. FINISH FLOOR OF BLDG. PVC COATED GALV. LONG SWEEP ELL I ' TxS PVC ADAPTER NOTES: SCH. 40 PVC CONDUIT 1. CONDUIT DIAMETER SHALL BE PER SIZING CHART ABOVE. ENLARGE HOLE IN THE BOTTOM OF THE IRRIGATION CONTROLLER AS NECESSARY TO ACCOMMODATE A LINE SIZED BUSHING. 120V POWER SOURCE SHALL BE AS SHOWN ON THE LANDSCAPE OR ELECTRICAL PLANS. D CONTROLLER WALL MOUNT NTS SLIP BASE SOCKET OVER END OF WIRES STRIP WIRES APPROX. 5/8" FROM ENDS - TWIST TOGETHER APPLY SEALER TO OUTSIDE OF SEALING PLUG FILL CAVITY WITH SEALER PUT CRIMP SLEEVE OVER WIRE ENDS - CRIMP SLEEVE AND CUT OFF EXCESS WIRE -- PULL BASE SOCKET OVER END AS FAR AS POSSIBLE PUSH SEALING PLUG INTO BASE SOCKET PUSH WIRES TO END OF BASE SOCKET TO ASSURE COMPLETE SEALING OF CONNECTION 3M DBY SPLICE KIT WIRE CONNECTOR OR APPROVED EQUAL. WIRE CONNECTIONS NTS LATERAL LINE, SIZE OF LATERAL LINE SHALL EQUAL VALVE SIZE, TYP. VERIFY SIZING ON PLAN. MANIFOLD MAIN LINE, SEE PLAN FOR SIZING, TYP. REMOTE CONTROL VALVE, SIZE PER PLAN, TYP. SEE IRRIGATION LEGEND ISOLATION VALVE. SEE IRRIGATION LEGEND. QUICK COUPLER. SEE IRRIGATION LEGEND. 5 ----------L----------r, a SYSTEM MAINLINE. • PLANTER EDGE OF WALK, CURB, WALL ETC. a _ . f..:e•; .. PAVEMENT MANIFOLD GROUP SCHEMATIC REMOTE CONTROL VALVE, SIZE PER PLAN, TYP. SEE IRRIGATION LEGEND ' f ISOLATION VALVE. SEE IRRIGATION RCV RCV RCV GV LEGEND. cc�" QUICK COUPLER. SEE IRRIGATION LEGEND. .PLANTER EDGE OF WALK, CURB, WALL ETC. • E j ' a ` `• • ' ' PAVEMENT ACTUAL VALVE BOX PLACEMENT NOTES: 1. ALL VALVES SHALL BE RUN OFF A MANIFOLD GROUP SIMILAR TO THAT SHOWN IN ABOVE DIAGRAM. 2. ALL BOXES SHALL BE SQUARE TO ONE ANOTHER, AND TO EDGES OF ADJACENT FIXED OBJECTS. 3. ALL VALVE BOXES SHALL BE SET 2" ABOVE FINISH GRADE. 4. SEE IRRIGATION PLAN FOR MAINLINE PIPE SIZING. _ @ VALVE BOX NTS U01 PIPE TRENCHING NTS 10D C REVISION 'yi gNERRO�4 S o'�o ""Fc' V N O 5 11 30 09 x«�I nor. DRAWN BY L.W. CHECKED M.S. ST4 rE OF CpVl DATE JULY 3. , 20 CAD FILE 1107514-ID.dwg JOB NUMBER 11075 THE INCLUDED DRAWINGS, SPECIFICATIONS,JONNECTION AS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARND SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NOT THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED WITH ANY WORK OR PROJECT OTHER THAN THEECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED ANDELOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP.UAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL COITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICI ONS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIG GROUP'S RIGHTS. RRM DESIGN GROUP COPN RIGHT 2008 RRM is a California Corporation lOJ r� E U V ch O 'a cL N i cts c o rm N M o� c/) CO U) �- 1a — 1Ln 0 1i on o to °.° CID . M Q W 0 Z 0 F - NO. REVISION DATE PROJECT MANAGER LIEF McKAY DRAWN BY L.W. CHECKED M.S. BY DATE JULY 3. , 20 CAD FILE 1107514-ID.dwg JOB NUMBER 11075 SHEET Lm2w; rrmdesigngro f creating environments people a joy - Date: October 13, 2009 Project Name: Bakersfield Fire Station #14 To: Rhonda Shoufler, S.C. Anderson, Inc. From: Amanda Klemaske, Landscape Designer RRM Project No.: 1107514 RFI No. 066 DESCRIPTION: Response to plant substitutions and planting plan modifications. Suggestion: Substitute (9) 5 gallon Hosta fortunei 'Gold Standard" for (9) 5 gallon Agapanthuis 'Tinkerbell' Answer: Substitution accepted. In addition, substitute (21) 1 gallon Ajuga reptans 'Giant Bronze' for (21) 1 gallon Liriope muscari 'Big Blue'. See PLANTING PLAN MODIFICATIONS -1 attached. Suggestion: Substitute (41) 5 gallon Lagerstoemnia indica 'Zuni' for (41) 5 gallon Lagerstoemia indica 'Pink Blush' Answer: Substitution rejected. Lagerstoemnia indica'Zuni' is a 9' tall, 8' wide tree/large shrub, where as Lagerstoemia indica'Pink Blush' is a 2' tall, 4' wide shrub. Provide Lagerstoemia indica'Pink Blush' as originally specified per plans. Suggestion: Substitute (9) 24" Lagerstoemia indica 'Tuscarora' for (9) 24" Lagerstroemia indica Tuskeegee' Answer: Substitution accepted Referenced Drawings: L-3.1 Referenced Specifications: Attached Drawings: PLANTING PLAN MODIFICATIONS -1 Attached Specifications: Copy to: ❑ Structural Engineer, Nathan White ❑ Landscape Architect, Chris Dufour ❑ Electrical Engineer, Roger Preheim ❑ Civil Engineer, teff White ❑ Mechanical Engineer, Larry Myrick ❑ Is 2of3 COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URBAN ARCHITECTS IENGINEERS ILANDSCAPE ARCHITECTS IPLANNERS ISURVEYORS A Card mia Corpora8on I Vdw MwommP, Archited OC11M I Jerry Mi &M. PE %36895. LS #6276 [ Jeff Ferber, LA #2844 is PLANT LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE QTY. QWQ0I IRC Agapanthus 'Tinkerbell' Ajuga reptans 'Giant Bronze' Dwarf Variegated Agapanthus Giant Bronze Carpet Bugle i t�t\ •N•o\ BAKERSFIELD FIRE STATION #14 By AK Checked MS amdesigrigroup REFERENCE SHEET L-3.1 Date 10/13/2009 creating environments people enjoy"" Job No. 1107514 3765 South Hl uera SL, Ste.102, San Lu's Obispo, CA 93401 Scale 110=10' P: (805) 54317941 F: (805) 54346091 www.mmdesi n.com ACyygiy. Wrypatlon1V ViJnggnlry,NThgFC11W0Ik7MOW. RCE116pS. 1SW16 I AefxnM;uazau PLANTING PLAN MODIFICATIONS -1 Sheet 3of3 t�t\ •N•o\ I ��"'¥ � ♦ � � a � rpt , s Z ; rl►` ►11,T v Tuskegee Crape Myrtle Magnolia grandiflora 'D. D. Blanchard' Southern Magnolia Pistacia chinensis'Keith Davey' E i jaM- B 17 .1.. ; �. Chinese Pistache F`WD-160 24" BOX 0 0 LOW MODERATE LOW SEE DETAILS A H & A-1, SHEET L2.2 SEE DETAILS A -H & A-1, SHEET L2.2 SEE. DETAILS A -H & A-1, SHEET L2.2 Berberis thunbergii 'Atropurpurea Nana' Japanese Barberry .5 Gal. 142 LOW SEE DETAIL A -K, SHEET L2.2, SPACING PER PLAN. O Cistus x purpureus Orchid Rockrose 5 Gal. 36 LOW SEE DETAIL A -K, SHEET L2.2, SPACING PER PLAN. ® Helictotrichon sempervirens Blue Oat Grass 1 Gal. 186 LOW SEE DETAIL A -K, SHEET L2.2, SPACING PER PLAN. Q Hosta fortunei'Gold Standard' Gold Standard Plantain Lily 5 Gal. 9 REGULAR SEE DETAIL A -K, SHEET L2.2, SPACING PER PLAN. Lagerstroemia indica'Plnk Blush' Crape Myrtle 5 Gal. 41 LOW SEE DETAIL A -K, SHEET L2.2, SPACING PER PLAN. o Liriope muscae 'Big Blue' Big Blue Lilyturf 1 Gal. 21 REGULAR SEE DETAIL A -K, SHEET L2.2, SPACING PER PLAN. Mahonia aquifolium Oregon Grape Holly 5 Gal. 35 MODERATE SEE DETAIL A -K, SHEET L2.2, SPACING PER PLAN. Myrica californica Pacific Wax Myrtle 15 Gal. 15 LOW SEE DETAIL A K, SHEET L2.2, SPACING PER PLAN. CD Penniseturn alopecuriodes'Orientale' Fountain grass 1 Gal. 111 LOW SEE DETAIL A -K, SHEET L2.2, SPACING PER PLAN. Phormium 'Evening Glow' Evening Glow New Zealand Flax 5 Gal. 23 MODERATE SEE DETAIL A -K, SHEET L2.2, SPACING PER PLAN. fl Phormium 'Wings•of Gold' Wings of Gold New Zealand Flax 5 Gal. 92 MODERATE SEE DETAIL A K, SHEET L2.2, SPACING PER PLAN. 0 Pittosporum tobira'Variegatum' Variegated Japanese Mock Orange 5 Gal. 7 MODERATE SEE DETAIL A -K, SHEET L2.2, SPACING PER PLAN. 6) Stipa tenuissima Mexican Feather Grass 1 Gal. 113 LOW SEE DETAIL A -K, SHEET L2.2, SPACING PER PLAN. GROUND COVER Arctostaphylos edmunsii 'Carmel Sur Manzanita 1 Gal. 1,020 S.F. LOW SEE DETAIL C, -�� _ ----�- SHEET L2.2 Spacing for Arctostaphylos edmundsii `Carmel Sur' is + + + } + + 3 + + + + } + + + + T T + T + + } . ++++++++++++++++++++++++ Cotoneaster dammed 'Coral Beauty' Bearberry Cotoneaster f 1 Gal. 960 S.F. MODERATE SEE DETAIL C, *+}.++}}}++++ }+++++++++}+ r—,---,-- �-- --- SHEET L2.2 + + ' + + + ` Spacing) for Cotoneaster dammeri ' oral Beauty' is 48" o.c.� T \7\1.\ Decomposed Granite Medallion dwarf with bonsai No -Mow Fescue Blend _--.._._._._--_,._..,—__...,._._--__._.._.___-- --__...—_—_.,....__—_.__.....__.__,.._., --_.._----------...._—__........_..._...._---_.--__:.._.,...___...._— .------------------------------ ---------------- ------ _......___:—....._.:__.—__....._.__.m:....---_._.__.._—_._.---- ._--_---...._________ s _ ______ __—__s ___ ___ _ __ s_ —� �---S ------ —�---- — � S— s— s S w'IT 11 M11114 IM0 It, �1111 NCN No -Mow Fescue Sod Hydraseed 1,235 S.F. 7',939 S.F REGULAR REGULAR INSTALL PER GROWERS SPECIFICATIONS INSTALL PER GROWERS SPECIFICATIONS i S�q"k,oDs�4'Qc s"E Ro 7 L a I 11/30/09 STATEQf CAL��`� THE INCLUDED DRAWINGS, SPECIFICATIONS, IDEAS, DESIGNS O ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL REA AIN THE PROPERTY OF RRM DESIGN GROUP AND NO PART THEREOF St ALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION V ANY WORK OR PROJECT OTHER THAN THE SPECIFIC PROJ 11TH CT FOR W HICH THEY HAVE BEEN PREPARED AND DEVELOPED WITH UT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VISUAL CONTACT11TH .5 THESE DRAWINGS OR SPECIFICATIONS SHALL CONST€TUTE CONCLU EVIDENCEOFACCEPTANCEOFTHESERESTRICTiONS. SUBMITTA 51VE OF THESE DOCUMENTS FOR PUBLIC AGENCY REVIEW SHALL I IOT SE CONSIDERED A WAIVER OF RRM DESIGN GROUP'S RIGP TS. RRM DESIGN GROUP COPYRIGHT 20 )8 RRM is a California Corporation I NO.I REVISION I DAlt 7 .. CL .5 I 0CIS 04 ce) PD- Tr +% t C; LO .; 01 .. I NO.I REVISION I DAlt L _ 0 NOT USED NTS NOT USED NTS _ C DETAIL FOR CONCRETE MOW STRIP city of Bakersfield Standard Plan No. L-11 NTS FINISHED GRADE, SEE CIVIL PLANS 2"x 6" PLASTIC HEADER, BEND -A -BOARD I OR EQUAL. STAKE 12" OC ON CURVES — — — — AND 18" OC IN STRAIGHT AREAS. 4" LAYER OF DECOMPOSED GRANITE. SEE CIVIL PLANS COMPACT TO 90% DENSITY. • O' GROUND COVER SHALL BE SPACING ON PLANTING I — LEGEND AND/OR PLANTING PLAN I I I—I 11-1 � 1—{ El I —I �Ed �F a' I, ; ,III; ' 1-1 I 1 : 11_GEOTExTILE FILTER I 1—{ ( III—III QG FABRIC. < —.--1/2 SPACING FROM EDGE OF COMPACT SUB -GRADE TO 90%. 'I I I I ! f, WALK, BACK OF CURB, OR 10 EQUAL BUILDING FACE EF I— EDGE OF PLANTING AREA rm"N RECYCLED PLASTIC HEADER AT DECOMPOSED GRANITE (J ) NTS GROUNDCOVER SPACING 1"=V-0" p DETAIL FOR TREE AND SHRUB PLANTING f� City of Bakersfield Standard Plan No. L-10 NTS �® A O REVISION S�OVpMDSCAPt4 DATE SIA Ro u S. v �'S ND ' AW O E m O • sgnereo 11 30 09 Dere STgTEOFCP��Eo� CHECKED M.S. THE INCLUDED DRAWINGS, SPECIFICATIONS, ID AS, DESIGNS AND ARRANGEMENTS REPRESENTED THEREBY ARE O SHALL REMAIN THE PROPERTY OF RRM DESIGN GROUP AND NO P T THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN ONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE S ECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED ANDD LOPED WITHOUT THE WRITTEN CONSENT OF RRM DESIGN GROUP. VI UAL CONTACT WITH THESE DRAWINGS OR SPECIFICATIONS SHALL CONS ITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICT! NS. SUBMITTAL OF THESE DOCUMENTS FOR PUBLIC AGENCY R EW SHALL NOT BE CONSIDERED A WAIVER OF RRM DESIGN ROUP'S RIGHTS. RRM DESIGN GROUP COPY IGHT 2008 RRM is a California C poration �® A O W 0 0 z F— z J CL NO. REVISION DATE u AW O E m O W PROJECT MANAGER LIEF MCKAY DRAWN BY A.K. CHECKED M.S. a 0- E u DATE JU L.Y., 3, 200 CAD FILE 1107514-PD.dwg -Q u Vi m a J c OO ED C; Cq C Nr U.) O C/5 CWD T • c 'u V� 1 j ■ r r m rn [ f M S i C O U -j e� (/i C:k L:7co ' Ml f f f V1 < W 0 0 z F— z J CL NO. REVISION DATE PROJECT MANAGER LIEF MCKAY DRAWN BY A.K. CHECKED M.S. BY DATE JU L.Y., 3, 200 CAD FILE 1107514-PD.dwg JOB NUMBER 110751 it SHEET Lm4 ■ ----------- creating environments people enjoy - ARCHITECT'S SUPPLEMENTAL INSTRUCTION ■. San Luis Obispo -3765 S. Higuera St., Ste. 102, San Luis Obispo, CA 93401 P: (805) 543-17941 F: (805) 543-4609 ❑ Oakdale -210 East F Street, Oakdale, CA 95361 P: (209) 847-1794 1 F: (209) 847-2 51 1 ❑ Sausalito —10 Liberty Ship Way, #300, Sausalito, CA 94965-3312 P: (41 5) 331-8282 1 F: (415) 331-8298 E) San Juan Capistrano -31831 Camino Capistrano, Ste: 200, San Juan Capistrano, CA 92675 P: (949) 488-0933 1 F: (949) 488-0316 Date: January 05, 2009 Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector 11 From: Mike Scott, Architect RRM Project No.: 1106509 RFI No. The position of the City is that the instruction herein... ® MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (10) Calendar Days of receipt of this response. ❑ WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance with all of the provisions of Section 5-1.20 of this Contract. DESCRIPTION: Circuit Breakers for Vehicle Exhaust System 1. Revise the circuit breakers for the vehicle exhaust system power at Electrical Panel A. Refer to the attached exhibits ASI 01-01 Referenced Drawings: E-4.1 Referenced Specifications: Attached Drawings: Exhibit ASI 01-01 Attached Specifications: Copy to: ❑ Structural Engineer, Tom Swayze ❑ Landscape Architect, Lief McKay ® Electrical Engineer, Chris Jose ❑ Civil Engineer, Bob Swanson ❑ Mechanical Engineer, Larry Myrick ❑ PUBLIC SAFETY I RECREATION i EDUCATION I URBAN ENGINEERS I LANDSCAPE ARCHITECTS I PLANNERS I SURVEYORS rrmdesirou gg p n creating environments people enjoy- ARCHITECT'S SUPPLEMENTAL INSTRUCTION 0 San Luis Obispo -3765 S. Higuera St., Ste. 102, San Luis Obispo, CA 93401 P: (805) 543-1794 1 F: (805) 543-4609 L1 Oakdale -210 East F Street, Oakdale, CA 95361 P: (209) 847-17941 F: (209) 847-2511 E3 Sausalito —10 Liberty Ship Way, #300, Sausalito, CA 94965-3312 P: (41 S) 331-8282 1 F: (415) 331-8298 _1 San Juan Capistrano -31831 Camino Capistrano, Ste. 200, San Juan Capistrano, CA 92675 P: (949) 488-0933 1 F: (949) 488-0316 Date: January 19, 2009 S.I. No. 02 Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector 11 From: Mike Scott, Architect RRM Project No.: 1107514 RFI No. - The position of the City is that the instruction herein... 1� MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (10) Calendar Days of receipt of this response. ❑ WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance with all of the provisions of Section 5-1.20 of this Contract. DESCRIPTION: Clarification of Structural Plan to Match Architectural Plan 1. The following are clarification revisions to the Structural Foundation Plan to match the Architectural Plans per the attached Exhibit ASI 02-01 and Exhibit ASI 02-02. All items are shown correctly on the Architectural Floor Plans. The items include: a. Show Concrete curbs under casework to match Architectural Floor Plan per keynote 03300.E / A-2.2. - No Change in Contract b. Eliminate Pilasters at front of Apparatus Bay. Change Detail reference from F/S3.0 to E/S3.0. - Potential Deduct in Contract c. Adjust door openings along grid line 3 at Turnout Room 118 to match Architectural Floor Plan Dimensions. - No Change in Contract. d. Shorten wall between shower area and sink area at Captain's Restroom 108 to match architectural - Potential Deduct in Contract. e. Remove 2' long "wing walls" starting at grid line 3 and projecting into the Apparatus Bay 119 at gridlines F and D.2. - Potential Deduct in Contract. POSTED COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URBAN y% � Z ARCHITECTS I ENGINEERS I LANDSCAPE ARCHITECTS I PLANNERS I SURVEYORS A Catar" Coiwabw I VkW M&9•awr, MdMed#CIt09D I J" Mdad, PE 06e9S, LS AW781 Jeff Fa& , LAWS" 13 SEE 225A, 120/208V, 30, 4W, MLO (N) PANEL; SURFACE MOUNT, NEMA 1 SSE MOTE Sheet No. (42) FULL SIZE BOLT -ON CS SPACES LOCATION: MEDICAL 122 t� 10K AIC PANEL k BRANCH C8'S WITH EQUIP'r CN0 BUS i Dats} Job N+a tt SCali �PHA5 T DESCRIPTION sizE PHASE A B C C'/'DESCRIPTION CST VA 1 RECEPTS. 2D 12 900 t2 2D CORD DROP WORKOUT ROOM 1 Iwo 1 3 RECEPTS. 2D 12 900- 12 zD COLO DROP (} WORKOUT ROOM 1 1000 1 NJ TREADMILL 20 12 1500 12 CORD DROP 6 1 1000 1 7 ICE MACHINE 20 t2 1200 12 28 CORD DROP 8 1 loco r v g REnMPATEO DRYER 20 12 1000 12 20 DOOR MOTOR 10 t 1000 f 1 1 IRRIGATION CONTROL 20 12 12 281 DOOR MOTOR 121 2 . 1. 1D500 1, ,2 12 71 DOOR MOTOR 141 Y �GL•CIEANUP •401. _ 1030000 1.5 YA D OA Y 20 f 12 12 DOOR MOTOR 6 130DDO 11 1 SPRINKLER BELL 28 12 30D 12 '20 LIGHTS 18 1 t 808 P SUPPORT AREA 191 SURFACE RACEWAY 20 - t2 360 20 SPARE 1 t 21 SURFACE RACEWAY 20 12 360 = SPARE 2 1 1° RECEPTS. 20 12 900 20 SPARE APPARATUS BAY . 1, 1 RECEPTS. 20 12 900 SPACE . APPARATUS BAY 1 RECEPTS. T8 12 900 SPACE APPARATUS BAY , 1 2.9 TRANSFORMER T01 12 380 SPACE 3 FORTEFL& DOOR MOTOR 31 ( APPARATUS 8AY - 20 12 700 10 35 AIR COMPRESSOR FAN 1 2100 APPARATUS BAY — 20 12 700 10 'AIR COMPRESSOR EXHAUST FAN 1 2100 UNIT HEATERS 20 ' 12 Soo 10 AIR COMPRESSOR 1 2100 , CEILWC EXHAUST FAN 20 12 900 8- VEHICLE EXHAUST FAN 7 t 3D38 7.5 HP OS -120 WORKOUT ROOM 15 12 500 a VEHICLE EXHAUST FAN 7 3036. 7.5 HP 41 DS -120 WORKOUT ROOM 12 8 VEHICLE EXHAUST FAN (I 7 2 3036 3 7,5 HP CONNECTED LOAD (VA) 13456 12796 12436-- 0 0 200 25X OF CONTINUOUS LOAD a- FURNISH PANEL WITH CONTROLS 13456 12796 12636 TOTAL (VA) ■ COMPARTMENT ABOVE r 7112';T lo—A 105 A TOTAL + 120 VOLT .. E G/NE,1<R/NG THOMA ELECTRIC, INC. P.O. Box 1167 - 3562 Empleo St. San Luis Obispo, CA 93406 Phone: (805) 543-3850 Fox: (605) 543-3829 cadOthomaelec.com rrmdesigngroup111 creating environments people enjoy'" 3765 spun Nqum St, 3%.102, Sen L,te ONW, CA 23401 R. (605) 54&17241 F: (206) 5444WO I wwW,tl 4 i2nJbm AGInrM�!"ebM�Y�GA�IYdIC"OtlIJr,'M1«lKE/JIIOb.tl IYMIJMCeOr. U/JMI City of Bakersfield Fire 4 (aSI PANEL SCHEDULE "A" Exhibit ASI 01-01 ASI1 12.13.08 rrmdesirou gg p n creating'environments people enjoy - ARCHITECTS SUPPLEMENTAL INSTRUCTIONS Bakersfield Fire Station No. 5 Page 2 Referenced Drawings: S-2.0 Referenced Specifications: Attached Drawings: Exhibit ASI 02-01, Exhibit ASI 02-02 Attached Specifications: Copy to: ® Structural Engineer, Tom Swayze ❑ Landscape Architect, Lief McKay ❑ Electrical Engineer, Chris Jose ❑ Civil Engineer, Bob Swanson ❑ Mechanical Engineer, Larry Myrick ❑ N:\2007\1107514-Bako-FS-14-and-Park\Architecture\ConAdmin-Bakersfield 14\ASI\1107514 Bakersfield Fire Station 14ASI-02-Stuct Found Plan-01- 16-09.doc ICE OF CMU JJq_ e No • A i SEE DW( .0—,g r a taJ a - U ¢u kO 1 AL Sheet No. By W t� Checked i Dats} Job N+a tt SCali rrmdesirou gg p n creating'environments people enjoy - ARCHITECTS SUPPLEMENTAL INSTRUCTIONS Bakersfield Fire Station No. 5 Page 2 Referenced Drawings: S-2.0 Referenced Specifications: Attached Drawings: Exhibit ASI 02-01, Exhibit ASI 02-02 Attached Specifications: Copy to: ® Structural Engineer, Tom Swayze ❑ Landscape Architect, Lief McKay ❑ Electrical Engineer, Chris Jose ❑ Civil Engineer, Bob Swanson ❑ Mechanical Engineer, Larry Myrick ❑ N:\2007\1107514-Bako-FS-14-and-Park\Architecture\ConAdmin-Bakersfield 14\ASI\1107514 Bakersfield Fire Station 14ASI-02-Stuct Found Plan-01- 16-09.doc ICE OF CMU JJq_ e No • A i SEE DW( .0—,g r a taJ a - U ¢u kO 1 I .0—.21. 1 «0L—,6 _—) J U� w �o L� A�.L -� I I CIVi I(_. r9x>+tg it ,ps i 02--o2—C-­ 040 2--o2� io4•191 .5.—ol AL W t� Tn i I .0—.21. 1 «0L—,6 _—) J U� w �o L� A�.L -� I I CIVi I(_. r9x>+tg it ,ps i 02--o2—C-­ 040 2--o2� io4•191 .5.—ol s1 n rou ��� gg p creating ironmegD Q _ople enjoy - ARCHITECT'S SUPPLEMENTAL INSTRUCTION ■ San Luis Obispo -3765 S. Higuera St., Ste. 102, San Luis Obispo, CA 93401 P: (805) 543-1794 1 F: (805) 543-4609 ❑ Oakdale --210 East F Street, Oakdale, CA 95361 P: (209) 847-1794 1 F: (209) 847-2511 ❑ Sausalito —10 Liberty Ship Way, #300, Sausalito, CA 94965-3312 P:(415)331-8282 I F:(415)331-8298 ❑ San Juan Capistrano --31831 Camino Capistrano, Ste. 200, San Juan Capistrano, CA 92675 P: (949) 488-0933 1 F: (949) 488-0316 Date: February 11, 2009 Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector II From: Mike Scott, Architect RRM Project No.: 1107514 RFI No. The position of the City is that the instruction herein... ❑ MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (10) Calendar Days of receipt of this response. ® WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance with all of the. provisions of Section 5-1.20 of this Contract. DESCRIPTION: Clarification of Light Switch and Outlet Plate Colors 1. Provide light switch plate colors per Specification Section 16140 Item 2.01-B with the plate and device color revision as follows. All others to be provided per this specification. a. Revise "Toilet Rooms" to have a White "Plate" and a White "Device" Referenced Drawings: Referenced Specifications: 16140 Wiring Devices Attached Drawings: Attached Specifications: Copy to: Structural Engineer, Tom Swayze ❑ Landscape Architect, Lief McKay Electrical Engineer, Chris Jose ❑ Civil Engineer, Bob Swanson [� Mechanical Engineer, Larry Myrick ❑ COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URBAN ARCHITECTS I ENGINEERS I LANDSCAPE ARCHITECTS I PLANNERS I SURVEYORS ACafbmla CNpoWmlMcW Maagamy, AddWOC11090 I Aw6ft. PES LS W761 Je FwW. LA+>�! rrmdgg p esi n rou III creating environments people enjoy— ARCHITECT'S SUPPLEMENTAL INSTRUCTION ■ San Luis Obispo -3765 S. Higuera St., Ste. 102, San Luis Obispo, CA 93401 P: (805) 543-1794 1 F: (805) 543-4609 ❑ Oakdale -210 East F Street, Oakdale, CA 95361 P: (209) 847-1794 1 F: (209) 847-2511 O Sausalito —10 Liberty Ship Way, #300, Sausalito, CA 94965-3312 P. (415) 331-8282 1 F: (41 5) 331-8298 ❑ San Juan Capistrano -31831 Camino Capistrano, Ste. 200, San Juan Capistrano, CA 92675 P: (949) 488-0933 1 F: (949) 488-0316 Date: February 16, 2009 A.S.I. No. 05 Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector 11 From: Mike Scott, Architect RRM Project No.: 1107514 RFI No. The position of the City is that the instruction herein... ® MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (10) Calendar Days of receipt of this response. ❑ WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered grounds for a Contract Change Order, If the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance with all of the provisions of.5.ection 5-1.20 of this Contract. DESCRIPTION: Replace Time Clock at Exterior Lighting 1. At Detail 2/E-5.2: Replace the "Intermatic #T171 Timeclock with battery backup" with "Intermatic #ET70215C Timeclock with battery backup". Provide any necessary connections. Refer to Exhibit ASI 05-01 and Exhibit ASI 05-01 Referenced Drawings: E-5.2 Electrical Details Referenced Specifications: Attached Drawings: Exhibit ASI 05-01, Exhibit ASI 05-02 Attached Specifications: Copy to: ❑ Structural Engineer, Tom Swayze ❑ Landscape Architect, Lief McKay ® Electrical Engineer, Chris Jose ❑ Civil Engineer, Bob Swanson ❑ Mechanical Engineer, Larry Myrick ❑ S.C. ANDERSON, INC. ROUTING P.M. ADMIN. �2S COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URBA SUPER CLERK ARCHITECTS I ENGINEERS I LANDSCAPE ARCHITECTS I PLANNERS I SURVEYORS A CWomk owp"erkn IVkW MmvWW."*d ON 109D IJWYMldael. PEADSK LS 062761 Jur F"h"• LAO2M SUPER FILE ILCC INTERMAX JET70215C -- T#MECLOCK WITH BATTERY BACKUP �--•� .,,. -_ _. :---'ter -- 'r'—`F'I -'t CITY OF BAKERSFiELD DATE: = FIRE STATION 14 02-14-09 I-. BYPASS SWITCH, LABEL 'MANUAL OVERRIDE': NO. 10:757 , :. THOMA EECTR1Ga It G SHEET: ` ' REVISIONS: P.a., Boar 1167 --3562, Er0166. st, Son Luis Obispo, 'CA' 93406 Phone: (805) 543-3850 ASTRONOMIC TIMECLOCK _ . Fax: (805) 543-3829 I �—^PRECiStON IST -15 PHOTOCELL / MOUNT ON ROOF, ORIENTATE N- QMA - 07--8,1118- WINDOW NORTH - Lfboll } �: E ..• ... NEMA i EtSif t !tE:.SIX)= 4 SPARE��D(.y. q I f f 1 J1N1rt,' ill tA$EL "LtC>dT1Ni3 CDhOOLI ". A t .. t; so UAW 0 CLASS X03 1.10"00 8903 041141104 TOR WITH W'T o�� `I �tTEf3(Olt" `C tt :00 .. CES6 OFA 320tH C(�i,e LIGtiTifilG_ Qft TIidECI= OFF CONTROL OF VATERI t kaHTING�StGt 144 EXTERIOR LIGHTING CONTROL ELECTRICAL DETAILS PARTIAL PLAN 7Of' FULL SHEET E-5.2 f PROJECT: -'t CITY OF BAKERSFiELD DATE: = FIRE STATION 14 02-14-09 NO. 10:757 , :. THOMA EECTR1Ga It G SHEET: ` ' REVISIONS: P.a., Boar 1167 --3562, Er0166. st, Son Luis Obispo, 'CA' 93406 Phone: (805) 543-3850 ASTRONOMIC TIMECLOCK _ . Fax: (805) 543-3829 EXPIRES: -/ ead®thomaelec.com N- QMA - 07--8,1118- 0 rrmaeslgngTo"nm creating environments people enjoy - ARCHITECT'S SUPPLEMENTAL INSTRUCTION ■ San Luis Obispo -3765 S. Higuera St., Ste. 102, San Luis Obispo, CA 93401 P: (805) 543-17941 F: (805) 543-4609 ❑ Oakdale -210 East F Street, Oakdale, CA 95361 P: (209) 847-1794 1 F: (209) 847-2511 ❑ Sausalito —10 Liberty Ship Way, #300, Sausalito, CA 94965-3312 P: (415) 331-8282 1 F: (415) 331-8298 J San Juan Capistrano -31831 Camino Capistrano, Ste. 200, San Juan Capistrano, CA 92675 P: (949) 488-0933 1 F: (949) 488-0316 Date' May 05, 1UU9 Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector II From: Mike Scott,_ Architect RRM Project No.: 1107514 RFI No. The position - the City is that the instruction herein... ❑ MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to produce and submit to the City a proposal In conformance with Section 5-1.20 of the contract, within (10) Calendar Days of receipt of this response. ® WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance with all of the provisions of Section 5-1.20 of this Contract. DESCRIPTION: Removal of Precast foundation slab from contract 1. Remove the Precast Foundation Slab specified in Specification section 13200 item 2.03 "Foundation Slab" and identified with Keynote 03300.D on A-1.2. 2. Size concrete paving below Fuel Storage Tank to match the specifications for'the depth, rebar type and rebar spacing of the fuel tank manufacturer's precast slab without the containment curb. Refer to the attached exhibit ASI 04-01 for pad and rebar. Referenced Drawings: A-1.2 Enlarged Site Details Referenced Specifications: 13200 Fuel Storage Tanks Attached Drawings: Exhibit ASI 04-01 Attached Specifications: Copy to: ® Structural Engineer, Tom Swayze ❑ Landscape Architect, Lief McKay Electrical Engineer, Chris Jose ❑ Civil Engineer, Bob Swan on Mechanical Engineer, Larry Myrick ❑ lnovaf►v� S,C . AND N7 INC, I ROUTING Pr 00 ADMIN. RS =!S 1 . SUPER CLERK COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URBA SilPEP _ d_ -.;1 - ARCHITECTS I ENGINEERS I LANDSCAPE ARCHITECTS I PLANNERS I SURVEYORS AC&*MiaC*PwalmlVidwWdWftAdedNC110%P"We1W4,PC0%06,rfOVY4IJON r-e",M0441 "••—"` --' - itches ET70000 Series 365 -Day Time Switch (1, 2, & 4 Circuit Models) These electronic time switches provide to -the -minute programming Vforl day orXlul4;year load co�ntial-i Features: 12/24 Hr clock format, 1,000 + ON/OFF events, 99 holidayschetiutes and atito daylight savtns= time adjustment. Flexible load control is enhanced by Astro, Variable Pulse,.-anAnteNi afoptions as required for outdoor lighting control, bell ringing and after hour temporary,.overnde respectively, Non-volatile memory maintains all programmed switching limes for<'the-Tile of the time switch. A factory installed field replaceable lithium battery maintains accurate time keeping and calendar information for a minimum of 8 years. Specifications Case - ET70115 & EF70215 Models: NEMA 1- Drawn steel 7-3/4' (19.7 cm) High, 5'(121 cm) Wide, 3'(7.6 cm) Deep in gray flnish. NEMA 3R -Drawn steel 9-3/8' (23.8 cm) high, 5-1/2'(14.0 cm) wide, 3-5/8" (9.0 cm) deep in gray finish, Ei70415 Model NEiv1A 3H -Heavy duty .047' 18 gauge sled in gray finish; 12-1/2' (31.7 cm) High, 8-1/4' (21.0 curt) Nide, 4' ;10.2 em) Deep. ON/OFF Events -1,000+ Events. Knockouts-,bbmbiriation 1/2'-3/4' nominal knockouts, one on back and each side of case and two on bottom. Optional Enclosures - See Time Switch Cases for optional enclosures. Special Voltages and Cycles - Line voltage models 50 or 60 Hz; Low voltage models 60 tlz 24 Vons. Switch Rating - Each Pole; 20 amp resisti%Wgeneral purpose, 12-277 Volts AC; 20 amp resdive/general purpose, 28 Volts DC; 20 amp ballast, 120-277 VAC; T HP,120 VAC 60 I It; 98 LAA; 22 FLA; 2 HP, 240 VAC 60 Ht; 80 LRA: 30 FLA; 5 amp tungsten, 120-240 VAC: 470 VA pilot duty, 12-240 VAC: TV -5,120-240 VAC Carry-over - Non-volatile memory requires no backup. Time keeping and calendar data maintained within 0.01 % acolracy for minimum of 8 years with are factory installed, field replaceable lithium coin cell. Wiring=Terminals-118 to 110 AWG wire. Miniinuin`,DN/DFF Times -1 minute. MazlmuimON/OFF Times - 6 days 23 hours 59 minutes. Engineering Specification 365 Day 1, 2, & 4 circuit Electronic Astronomic Time Switches The time switch shall be a solid slate electronic cadrol capable of permiirmg 1000 ON/OFF set points to be distributed on independent daily schedules through a 7 -day rine period and across 99 separate holiday schedules. The lime switch shall include a 7 -day repeal feature nor simpl ifying programming of identical set points. The lime and set p6nis shall be progiammaUe to [be nearest minute with a minimm ON durgron Df 1 minute aro a maximum ON duration M 6 days, 23 hours, 59 minutes- The timet shall have a dlpilal LEO readout to show day -of -week and time-ol-day using 12/24 hour frne format. The linm switch shall pro" a rmamral Dverrkla control fur both temporary and perms relit overrWe• Time switch shag operate over a temperature range of -40°F (-4M) to 155°F (69°C). A non-volatile memory shalrmialain all program data for the tote of the lime switch wilhrnt the need for battery backup. Tim time switch skill inclufk a ladary installed filNum betlery backup which stall maintain dock time and calendar data la 8 years minimum. Switch configrNNion to be SPOT for W circuil with a UL 916 Energy Management Equipment listed rating at Normally open Contacts Each Pole; 20 amp resislive/general purpose, 12-277 Volts AC; 20 amp residive/genoral purpose, 28 Volts OC; 20 amp ballast, 120-277 VAC;1 t R',120 VAC 60 Hr, 98 LRA; 22 FLA; 2 HP, 240 VAC 60 Hr, 80 LRA; 30 FLA; 5 amp Iungslen,120-240 VAC; 470 VA pilot duty, 12-240 VAC; TV -5,120-240 VAC Normally Closed Contacts 10 Ani Resislive/geneial purpose, 12-277 VAC; 10 Amp ResislWgeneral purpose, 28 Volts DC; 3 Amp ba'Iasl.120-277 VAC; 1/411P,120 VAC 60 Hz 1/2 If. 240 VAC 60 Hz; 30 LRA; 12 FLA; 275 VA pilot duty, 12-240 VAC- The Ilene switch stop be enclosed in a lockable steel — (NEMA 1) (NEMA 3R) enclosure. The tune switch shell be pormred by a fuser selectable 120, 208, 240 or 277 VAC 50 or 60 Hz) (24 VAC 60 Hz) source, The lime switch start be INTERMATIC Model (ET70115C, Ef70115CR or ET70115CR241-cimin) (ET70215C, ET70215CR or ET70215CH24 2-circuts) (ET70415CR, or FT70415C824 4-cirmils) Model# Circuits, Switch Clock Vohage Amp Rating HP Rating Enclosure ET70115C 1 SPDT 120/208/240/277 20 1HP/2HP NEMA1 ET70115CH 1 SPDT 120/208/240/277 20 1HP/2HP NEMA3R E170115CR24 1 SPDT 24 20 IHP/2HP NEMA3R j�ET70215C'2 2 SPDT 120/2081240/277 20 1HP/2HP NEMAT ET70215CR12 2 SPDT 120/208/240/277 20 1HP/2HP NEMA3R ET70215CR2412 2 SPDT 24 20 tHF/2HP NEMA3R ET70415CR'2 4 SPDT 120/208/240/277 20 1HP/2HP NEWR ET704150241F 4 SPDT 24` 20 1HP/2HP NEMA311 'Wu 6kedblodelsAM&PmilaWJAN can oeAelotomigmadmadkft&%anlyopeMWSPDT,as"AINwnusyOpuaWorixdepmuanryp,&d SPOT Wr odorandDerlwag4f&.#WnS- 2ComAes PA Cahfomla 70 24 roc nAW-k:ver "ado" ff Aql cwwaf XN lt3►T- A,51 d S` -oz .� 1 J % 7 I 1 `o`aU , - - t. - 0 11 `t !J C";, >✓ 4c 3 5-1 ._1 1—p.f 1 Z�w�wr A5# oq,.- 0 1 /0•4.1`�q N rrmdes p creating environments peop enjoy" ARCHITECT'S SUPPLEMENTAL INSTRUCTION N San Luis Obispo -3765 S. Higuera St., Ste. 102, San Luis Obispo, CA 93401 P: (805) 543-17941 F: (805) 543-4609 0 Oakdale -210 East F Street, Oakdale, CA 95361 P: (209) 847-1794 1 F: (209) 847-2511 1U Sausalito —10 Liberty Ship Way, #300, Sausalito, CA 94965-3312 P: (415) 331-8282 1 F: (415) 331-8298 Q San Juan Capistrano -31831 Camino Capistrano, Ste. 200, San Juan Capistrano, CA 92675 P: (949) 488-0933 1 F: (949) 488-0316 Date: February 19, 2009 A.S.I. No. 06 Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector It From: Mike Scott, Architect RRM Project No.: 1107514 RFI No. The position of the City is that the instruction herein... ❑ MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (10) Calendar Days of receipt of this response. ® WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance with all of the provisions of Section 5-1.20 of this Contract. DESCRIPTION: Door from Reception to Hallway Vision Lite Removal i. At door 07, remove the "Lite" from the door. Referenced Drawings: A-7.1 Door Schedule Referenced Specifications: \ Attached Drawings: Sheet No. Attached Specifications: Copy to: ❑ Structural Engineer, Tom Swayze ❑ Landscape Architect, Lief McKay ❑ Electrical Engineer, Chris Jose ❑ Civil Engineer, Bob Swanson ❑ Mechanical Engineer, Larry Myrick ❑ M.S. rrra � a isgrmm S.G. ANDERSON, INC. ASI NO.O ROUTING C.W. P.M. ADMIN. �S n arged Floor Plans Exhibit ASI 08 - 01ll4'�=1'-0" SUPER CLERIC COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URBA ARCHITECTS I ENGINEERS I LANDSCAPE ARCHITECTS I PLANNERS I SURVEYORS SUPER FILE Acti6sat+is fr+kavu"Vwy:AW4dW-HM), .y Wd.* VE 010K 01 RM IJ*Fe&oriA'#2W, rrmdesi n rou g g p creating environments people enjoy - ARCHITECT'S SUPPLEMENTAL INSTRUCTION 111111 San Luis Obispo -3765 S. Higuera St., Ste. 102, San Luis Obispo, CA 93401 P: (805) 543-1794 1 F: (805) 543-4609 J Oakdale -210 East F Street, Oakdale, CA 95361 P: (209) 847-1794 1 F: (209) 847-2511 J Sausalito —10 Liberty Ship Way, #300, Sausalito, CA 94965-3312 P: (415) 331-8282 1 F: (415) 331-8298 it San Juan Capistrano -31831 Camino Capistrano, Ste. 200, San juan Capistrano, CA 92675 P 949 4 88 0933 F. 949 4 ( 488-0316 �ry I ) d Date: March 23, 2009 Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector II From: Mike Scott, Architect RRM Project No.: 1107514 RFI No. The position of the City is that the instruction herein... ® MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (10) Calendar Days of receipt of this response. ❑ WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered grounds fora Contract Change Order. If the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance with all of the provisions of Section 5-1.20 of this Contract. DESCRIPTION: Antenna Relocation 1. Revise dimension of door from inside face of stud of east wall to east jamb of door from 4'-8" to 4'-4" such that there is 4" of wall and at hinge side of door. Adjust raised concrete curb as required. Refer the Exhibit ASI 08-01. Referenced Drawings: A-2.3 Enlarged Plan 2 - Public Unisex Restroom103 Referenced Specifications: Attached Drawings: Exhibit ASI 08-01 Attached Specifications: Copy to: ❑ Structural Engineer, Tom Swayze ❑ Landscape Architect, Lief McKay ❑ Electrical Engineer, Chris Jose ❑ Civil Engineer, Bob Swanson ❑ Mechanical Engineer, Larry Myrick ❑ ANDERSON, ROUTING t ADMIN. SUPER CLERK SUPER- FILE COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URBAN ARCHITECTS I ENGINEERS I LANDSCAPE ARCHITECTS I PLANNERS I SURVEYORS A CaNania Carp=kn116da MW14wwy,Am Ned OCIM Wwy Vjd, i. PE638MLS062761 Wedw, LA028" W S41 2 N E 15400.D 10800.A 10800.E 15400.A 10800.J 15400.A C) N PUBLIC UNISEX RR 103 SCALE: 1/4" = V-0" z rrmdesig g �AD n r creating environments people enjoy" ARCHITECT'S SUPPLEMENTAL INSTRUCTION ■ San Luis Obispo -3765 S. Higuera St., Ste. 102, San Luis Obispo, CA 93401 P: (805) 543-1794 1 F: (805) 543-4609 0 Oakdale -210 East F Street, Oakdale, CA 95361 P: (209) 847-1794 1 F: (209) 847-2511 0 Sausalito —10 Liberty Ship Way, #300, Sausalito, CA 94965-3312 P: 41 1 5 33 8282 F: 41 ( ) 5 331-8298 I ( ) 0 San Juan Capistrano -31831 Camino Capistrano, Ste. 200, San Juan Capistrano, CA 92675 P: (949) 488-0933 1 F: (949) 488-0316 Date: April 6, 2009 A.S.1. No. 09 Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector 11 From: Mike Scott, Architect RRM Project No.: 1107514 RFI No. The position of the City is that the instruction herein... ® MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to / produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (10) Calendar 7 Days of receipt of this response. ❑ WILL NOT require an alteration to the total Con ` q y tray COMPENSATION and/or TIME and is therefore NOT considered I / grounds for a Contract Change Order. if the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance with all of the provisions of Section 5-1.20 of this Contract. DESCRIPTION: Wood Beam @ Entry Connection Detail I . Please see attached Exhibit for beam connection detail at CMU wall. Referenced Drawings: Referenced Specifications: Attached Drawings: Exhibit ASI 09-01 Attached Specifications: Copy to: ❑ Structural Engineer, Tom Swayze ❑ Electrical Engineer, Chris Jose ❑ Mechanical Engineer, Larry Myrick ❑ Landscape Architect, Lief McKay ❑ Civil Engineer, Bob Swanson ❑ ROUTING P ADMIN. iSUPSR___ CLERK i UPER _ FILE COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URBAN ARCHITECTS I ENGINEERS I LANDSCAPE ARCHITECTS I PLANNERS I SURVEYORS ACa1LaNe Copw"IHdo Modgm".kdiw#ClioSo IJeoy Mkhad,PE#36895,LS#62761Jdt Ferber,LA#2844 Sul 09- x C'7 City of Bakersfield. Sheet No. 4-2.3 Fire Station No. 14 B}: M.S. rrra � a isgrmm ASI NO.O Checked C.W. creating environments people enjoy"" 3765 South Hi uers SL, SIe,102, San Luis Obispo, CA 93401 P°i6061543.17941-:(805)543-4fMIwwwrrmdesignmm n arged Floor Plans Exhibit ASI 08 - 01ll4'�=1'-0" Date Job Ala. Scale 03/23/09 1107514, rrmdesig g �AD n r creating environments people enjoy" ARCHITECT'S SUPPLEMENTAL INSTRUCTION ■ San Luis Obispo -3765 S. Higuera St., Ste. 102, San Luis Obispo, CA 93401 P: (805) 543-1794 1 F: (805) 543-4609 0 Oakdale -210 East F Street, Oakdale, CA 95361 P: (209) 847-1794 1 F: (209) 847-2511 0 Sausalito —10 Liberty Ship Way, #300, Sausalito, CA 94965-3312 P: 41 1 5 33 8282 F: 41 ( ) 5 331-8298 I ( ) 0 San Juan Capistrano -31831 Camino Capistrano, Ste. 200, San Juan Capistrano, CA 92675 P: (949) 488-0933 1 F: (949) 488-0316 Date: April 6, 2009 A.S.1. No. 09 Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector 11 From: Mike Scott, Architect RRM Project No.: 1107514 RFI No. The position of the City is that the instruction herein... ® MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to / produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (10) Calendar 7 Days of receipt of this response. ❑ WILL NOT require an alteration to the total Con ` q y tray COMPENSATION and/or TIME and is therefore NOT considered I / grounds for a Contract Change Order. if the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance with all of the provisions of Section 5-1.20 of this Contract. DESCRIPTION: Wood Beam @ Entry Connection Detail I . Please see attached Exhibit for beam connection detail at CMU wall. Referenced Drawings: Referenced Specifications: Attached Drawings: Exhibit ASI 09-01 Attached Specifications: Copy to: ❑ Structural Engineer, Tom Swayze ❑ Electrical Engineer, Chris Jose ❑ Mechanical Engineer, Larry Myrick ❑ Landscape Architect, Lief McKay ❑ Civil Engineer, Bob Swanson ❑ ROUTING P ADMIN. iSUPSR___ CLERK i UPER _ FILE COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URBAN ARCHITECTS I ENGINEERS I LANDSCAPE ARCHITECTS I PLANNERS I SURVEYORS ACa1LaNe Copw"IHdo Modgm".kdiw#ClioSo IJeoy Mkhad,PE#36895,LS#62761Jdt Ferber,LA#2844 Sul 09- x C'7 rrmdesigngroup creating environments people enjoy - ARCHITECT'S SUPPLEMENTAL INSTRUCTION ■ San Luis Obispo -3765 S. Higuera St., Ste. 102, San Luis Obispo, CA 93401 P: (805) 543-1794 1 F: (805) 543-4609 ❑ Oakdale -210 East F Street, Oakdale, CA 95361 P: (209) 847-1794 1 F: (209) 847-2511 ❑ Sausalito —10 Liberty Ship Way, #300, Sausalito, CA 94965-3312 P: (41 5) 331-8282 1 F: (415) 331-8298 ❑ San Juan Capistrano -31831 Camino Capistrano, Ste. 200, San Juan Capistrano, CA 92675 P: (949) 488-0933 1 F (949) 488-0316 .�� Date: April 16, 2009 Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector II From: Mike Scott, Architect RRM Project No.: 1107514 RFI No. - The position of the City is that the instruction herein... ❑ MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (10) Calendar Days of receipt of this response. ® WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance with all of the provisions of Section 5-1.20 of this Contract. DESCRIPTION: Irrigation 1. Please see attached Exhibit L1 for revisions to the Irrigation Plan and Clarification of the irrigation Legend. t >5 IRRIGATION LEGEND BAKERSFIELD FIRE STATION NO. 14 `` SYMBOL MANUF. MODEL, NUMBER DESCRIPTION NOZZLE: RAD. GPM PSi DETAIL REF. & REMARKS ❑ Electrical Engineer, Chris Jose ❑ Civil Engineer, Bob Swanson SPRAY HEADS PA N81110 Ilr POP-UP SPRAY HEAD 171-1mw(relan ime 117, 12A 30 ISEE DETAIL F. SHEET L2-1 Sd RAWSIR0 1 S72SAM 2- POP-UP SPRAY HEAD 170 "mmRw=s) 17' 11.22 130 ISEE DETAIL F, SHEET L2.1 Referenced Drawings: BAKERSFIELD FIRE STATION NO. 14 `` Referenced Specifications: rrm=-rgr0up��� Attached Drawings: Exhibit - LtC_°^������- cord. ...:momentsP"Pk-Je `f/ ^ ^art^ Supplemental Instruction #: 1 Attached Specifications: Copy to: ❑ Structural Engineer, Tom Swayze ® Landscape Architect, Lief McKay ❑ Electrical Engineer, Chris Jose ❑ Civil Engineer, Bob Swanson ❑ Mechanical Engineer, Larry Myrick ❑ AI DERS N, IL C. rS.C. ROUTING P M. ADMIN. 1V 5 SUPER CLERK SUPER_ FILE COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION i URBAN ARCHITECTS IENGINEERS ILANDSCAPE ARCHITECTS IPLANNERS ISURVEYORS ACarrmiaeogwra6oni McW wtgway.ArdibdeCf10901JWYMd",PEf.3M Affer AA#2644 rrmdesigngroup rrmdes creating environments people enjoy"- creating environments people en ARCHITECT'S SUPPLEMENTAL INSTRUCTION ARCHITECT'S SUPPLEMENTAL INSTRUCTION ■ San Luis Obispo -3765 S. Higuera St., Ste. 102, San Luis Obispo, CA 93401 M San Luis Obispo -3765 S. Higuera St., Ste. 102, San Luis Obispo, CA 93401 P: (805) 543-) 794 1 F: (805) 543-4609 P: (805).543-1794 1 F: (805) 543-4609 U Oakdale- '210 East F Street, Oakdale, CA 95361 ❑ Oakdale -210 East F Street, Oakdale, CA 95361 P: (209) 847-1794 1 F: (209) 847251 1 P: (209) 847-) 794 1 F. (209) 847-251 1 0 Sausalito —10 Liberty Ship Way, #300, Sausalito. CA 94965-3312 0 Sausalito --10 Liberty Ship Way, #300, Sausalito, CA 94965-3 3 1 2 P: (415) 331-8282 1 F: (41 S) 331-8298 11: (4i S) 331-8282 1 F: (415) 331 8298 J San Juan Capistrano ---31831 Carnino Capistrano, Ste. 200, San Juan Capistrano, CA 92675 ❑ San Juan Capistrano— 31831 Camino Capistrano, Ste. 200, San Juan Capistrano, CA P 15 1' (949) 488.0933 1 F• (949) 488-0316 P: (949) 488 0933 1 F (949) 488 0316 Al z. Date: Apri122, 2009 A.S.I. No. 11 Date: May 01, 2009 Project Name: Bakersfield Station 14 Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector 11 T To: Randy Thornburg, Construction Inspector II From: Mike Scott, Architect From: Mike Scott, Architect RRM Project No.: 1107514 RFI No. - RRM Project No.: 1107514 RFI No. The position of the City is that the instruction herein... The position of the City is that the instruction herein... ® MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to lei MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (10) Calendar produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (10) Calendar Days of receipt of this response. Days of receipt of this response. ❑ WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered ❑ WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (5) Calendar days of grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance with all of the provisions of Section 5-1.20 of this Contract. with ail of the provisions of Section 5-1.20 of this Contract. DESCRIPTION• Paint and Roof Finish at Freestanding Metal Shade Canopy DESCRIPTION: Paint and Roof Finish at Freestanding Metal Shade Canopy 1. Provide a factory applied Galvalum finish to the top of the Metal Deck at the 1. Provide a factory applied Galvalum finish to the top of the Metal Deck at the freestanding metal shade canopy. freestanding metal shade canopy. 2. Provide paint for all surfaces of ferrous metal and galvanized metal that is part of the 2. Provide paint for all surfaces of ferrous metal and galvanized metal that is part of the Metal Shade Canopy (except surfaces that receive galvaium finish). This includes but is Metal Shade Canopy (except the metal deck with the receive galvalum Cool not limited to steel columns, steel beams, bottom side of metal deck, bolts and Weathered Copper finish on top and "white" manufactured finish on bottm). This attachments and flashing and screws. Provide paint applications per specification includes but is not limited to steel columns, steel beams, bolts, attachments, flashing and screws. Provide paint applications per specification section 09900. section 09900. Referenced Drawings: A-1.1, S2.1 Referenced Specifications: 09900 Paints and Coatings Attached Drawings: Attached Specifications: Copy to: ❑ Structural Engineer, Tom Swayze ❑ Landscape Architect, Lief McKay ❑ Electrical Engineer, Chris Jose ❑ Civil Engineer, Bob Swanson ❑ Mechanical Engineer, Larry Myrick ❑ `-A, ICG ot,' I(Lo S:C, ANDERSON, INC. ROUTING tt P M. ADMIN. COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URBAN SUPER CLERK ARCHITECTS (ENGINEERS 1 LANDSCAPE ARCHITECTS I PLANNERS I SURVEYORS AC"Csryoratia�}f7Qw 61rnl0anay.An•*dMC710901JeWW.dhW,PEM36695.LSM6276IJWFefiw.lA62844 1:-3UP ��,{'_-_*�� FILE \-___---- --� 47 Referenced Drawings: A-1.1,, S2.1 I Referenced Specifications: 09900 Paints and Coatings 1 Attached Drawings: Attached Specifications: Copy to: i ❑ Structural Engineer, Tom Swayze ❑ Landscape Architect, Lief McKay ❑ Electrical Engineer, Chris Jose ❑ Civil Engineer, Bob Swanson t/M i kc Owu�s , `S ❑ Mechanical Engineer, Larry Myrick ❑ S.C. ANDERSON, INC It ROUTING � P.M. � � AIS ll ._ RS COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URBAN SUPERLEERIK - ARCHITECTS ENGINEERS I LANDSCAPE ARCHITECTS I PLANNERS I SURVEYORS A CaWWk00q"*= IYMw MWOMMM , A MW MC41090I." Md", PEOM%, IS M62761 Jolt FerW, LAM284/ P E EFILE BV AK Checked LM Date 4-14-09 Jot) No. 1107514 State; 1"=20' L.1 rrmdesigg p n rou iki creating environments people enjoy— ARCHITECT'S SUPPLEMENTAL INSTRUCTION ■ San Luis Obispo -3765 S. Higuera St., Ste. 102, San Luis Obispo, CA 93401 P: (805) S43-1794 I F: (805) 543-4609 LJ Oakdale --210 tart F Street, Oakdale, C4 95'161 P: (209) 8471794 1 F: (209) 347-2 51 1 J Sausalito — 10 Liberty Ship Way, 4-300, Sausalito, CA 34965 3312 P: (41 5) 331-8282 1 F: (415) 331-8298 D San .luan Capistrano --31331 Camino Capistrano, Ste. 200. San Juan Capistrano, CA 92675 P: (949) 488-0933 1 F: (949) 488-0316 Date: April 22, 2009 Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector 11 From: Mike Scott, Architect RAM Project No.: 1107514 RFI No. The position of the City is that the instruction herein... MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (10) Calendar Days of receipt of this response. ❑ WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered grounds for a Contract Change Order. if the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance with ;all of the provisions of Section 5-1.20 of this Contract DESCRIPTION: Delete Small Refrigerator from Contract 1. Delete from the contract the Summit AL-652BSSTB ADA compliant refrigerator, black cabinet and stainless steel door and handle, 5.3 c.f. that is noted in section 11450 "2.10 Freezer at Kitchen". 2. Provide credit to owner. Referenced Drawings: Referenced Specifications: 11450- Residential Equipment Attached Drawings: Attached Specifications: Copy to: ❑ Structural Engineer, Tom Swayze ❑ Landscape Architect, Lief McKay ❑ Electrical Engineer, Chris Jose ❑ Civil Engineer, Bob Swanson ❑ Mechanical Engineer, Larry Myrick ❑ SC. ANDERSON, INC. RTI( PM. _ ADMIN, COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URBAN ARCHITECTS I ENGINEERS I LANDSCAPE ARCHITECTS I PLANNERS I SURVEYORS SUPER AC*6wh Comm knIV4w MonlOommy.Ardited MC14090 IJeuy Md,* PEM3 M,LSM62761 JeMFefw tAM2844r—�— SUPER iLE l0•4- 1�9 Sl�oy wdesi n rou g g p creating environments people enjoy - ARCHITECT'S SUPPLEMENTAL INSTRUCTION ■ San Luis Obispo -3765 S. Higuera St., Ste. 102, San Luis Obispo, CA 93401 P: (805) 543-1794 1 F: (805) 543-4609 ❑ Oakdale -210 East F Street, Oakdale, CA 95361 P: (209) 847-1794 1 F: (209) 847-2511 Cl Sausalito -10 Liberty Ship Way, #300, Sausalito, CA 94965-3312 P: (415) 331-8282 1 F: (415) 331-8298 ❑ San Juan Capistrano -31831 Camino Capistrano, Ste. 200, San Juan Capistrano, CA 92675 P: (949) 488-0933 1 F: (949) 488-0316 Date: May 07,2009 A.S.I. No. 13R A-3.1 ProjectName: Bakersfield Station 14 M.S. To: Randy Thornburg, Construction Inspector 11 By From: Mike Scott, Architect aa> + RRM Project No.: 1107514 RFI No. - 05/07/09 The position of the City is that the instruction herein... 91 ® MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to C.W. produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (10) Calendar 1107514 1/8" Days of receipt of this response. ❑ WILL NOT creating environments people enjoy' 3785 3aT1! Hpuxa St, Sle. t02, sun lura odapo CA tl34o1 At�rawso�eaaalww.P?ggowsi rai�sl@Iia+ytwa.daura4aiau+atnl+Mrw,w» require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered I grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (S) Calendar days of 30 3/8 x 30 3/8 receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI C Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance 1/8' = 1'd0" with aii of the piroVisibris of Section 5-1.20 of this Contract. DESCRIPTION: Attic Access Panels (Revised) o Wy 1. Provide attic access in plywood roof sheathing above T -bar ceilings per the attached 36 3/8 x 36 3/8 Exhibits ASI 13-01 and ASI 13-02. Construct per detail 6/S-1.2 and Exhibit ASI 13-03. 36.0 Align opening with T -bar grid and highest area in attic space. 2. Provide Ceiling Access Panel in gyp board ceiling per specification section 08310 in line with attic access in plywood roof sheathing above T -bar ceilings per the attached Exhibits ASI 13-01 and ASI 13-02. Construct per detail 6/S-1.2 and Exhibit ASI 13-03. Center access panels between lights where shown. In apparatus bay locate access panel to enter the attic at the highest area. 3. Provide Attic Access Panel at Roof at backside of mansard to access attic area over kitchen per Exhibits ASI 13-04, 05, 06 and 07. Provide costs to the owner for (2) Attic Access Panels. One to be 18"x18" standard size and one to be 30" wide by 20" high. Referenced Drawings: - A-3.1 Reflected Ceiling Plan, A-4.1 Roof Plan, A-9.3 Exterior Details Referenced Specifications: Attached Drawings: Exhibit ASI 13-01, 02, 03, 04, 05, 06,07 518" FIRE CODE Attached Specifications: Copy to: O ❑ Structural Engineer, Tom Swayze ❑ Landscape Architect, Lie ❑ Electrical Engineer, Chris Jose ❑ Civil Engineer, Bob Swan on C.ANDERSON, INC. El Mechanical Mechanical Engineer, Larry Myrick ROUTING up P.M. ADMIN. creating environments people enjoy" COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URBAN ARCHITECTS I ENGINEERS I LANDSCAPE ARCHITECTS I PLANNERS I SURVEYORS SUPER CLERK 3765SM41HI MSt.,ft.102,SoLuleWkmCAW0I p(SM S`1ntIF.(e 934sosIwWmneeeWm= ACdlariacopwaRmly"IorAlaag=W.AroueaM1090Ijwy tPE"995,Lsxu>61Mten.,LAM" ea�iia wira+Iia wr�yaa�a�ru*mwiet�r t is »»lXri«wwurzi�+ SUPER FILE 21? A-9.3 ryp. QI 07631.0 -07820.A -i I I 15000.13 05515. A I -2 I 3: 12 I > r I } 07720.A - ? -07820.A 1 rrmdesigngro-LIP ,creating environments, people enjoy"' 9785 SoahH�n�aSt.;Sb. t0� S�Ituko6taps,CA93M8t h: (6aRai3-irs4l fl (real � 1�+�+u�iade�t►L,coln ACA4eiICery"e�MslNiirMea(pa�j.!uVi(diCti0i4FU+mrlab,+4fliiEF4U6i.laleUaFi+tirSi,tAlCia City of Bakersfield F 14 Exhibit ASI 13 - 04 Sheet No 0 CEMENT PLASTER - SYSTEM ELASTOMERIC MEMBRANE. LAP 12" ALL SIDES JMOLD AND SEALANT AT HEAD AND JAMB METAL FLASHING WITH DRIP AT HEAD EXTEND UP WALL 6" MIN. SEALANT METAL FLASHING OVER SLOPED SHIM. ELASTOMERIC MEMBRANE. LAP 12" ALL SIDES PROVIDE REOURED TURN UP AT WALL PER ROOFING MANUFACTURER AND DETAILS 13/A-9.1 ROOFING SYSTEM 05-07-09 MLS City of Bakersfield M14RePlan Exhibit ASI 13 - 01 SCREEN WALL PER DETAIL 12/A-9.3 ROOF FRAMING PER STRUCTURAL Sheet No. A-3.1 By I M.S. City of Bakersfield By M.S, of Bakersfield 4 FFTAIL Date 05/07/09 1107514 rrm groom Checked C.W. Job No. Seale 1107514 1/8" rr*� R rrm d e s 1g n ro u'" creating environments people enjoy' 3785 3aT1! Hpuxa St, Sle. t02, sun lura odapo CA tl34o1 At�rawso�eaaalww.P?ggowsi rai�sl@Iia+ytwa.daura4aiau+atnl+Mrw,w» creating environments people enjoy"' 3765 SNA ftM SL, Sb. 102, San I* ObIlI^ CA MOIDE P.(6061613,794)F'(605�54346os1i'°�l�L ecwa"Tit�ra"rorosa»»+uc+ysra�rciwaFrnrtaa�eaoea4Tlsu�at�+rwusaii Date Job No. 05/07/09 1107514 30 3/8 x 30 3/8 Date Job No. i�`ettl�: creating environments people enjoy'"' 3766 SwA ftm SL, ft 102. Sm I.uh OWP%CA 9341 Scale 1/8' = 1'd0" 2 I)r�te 04/17 Job Aro. x 1A n - 107514 R (W5) 5Ot7% I F: (W5) 5434M I www.umdaV com AslarrC•r�alwsrr�Ton.taAeArdlctw"I�mue+axcneeis, uemelar Wer,umii EXTERIOR ACCESS DOOR. LOCATE BETWEEN ROOF FRAMING JOISTS. LOCATE ROOF ACCESS HATCH AS LOW ON WALL AS ALLOWED BY ROOFING MANUFACTURER TO COMPLY WITH ROOFING SIDE WALL TURN UP. ATTIC AREA DRERIOR ACCESS PANEL 111/2-52 By ChOdW M.S.J1City C,W. By I M.S. City of Bakersfield Checked C.W. of Bakersfield 4 FFTAIL Date 05/07/09 1107514 rrm groom 1/8"= V4, AS[ Job No. Seale 1107514 1/8" `M s. creating environments people enjoy' 3785 3aT1! Hpuxa St, Sle. t02, sun lura odapo CA tl34o1 At�rawso�eaaalww.P?ggowsi rai�sl@Iia+ytwa.daura4aiau+atnl+Mrw,w» creating environments people enjoy"' 3765 SNA ftM SL, Sb. 102, San I* ObIlI^ CA MOIDE P.(6061613,794)F'(605�54346os1i'°�l�L ecwa"Tit�ra"rorosa»»+uc+ysra�rciwaFrnrtaa�eaoea4Tlsu�at�+rwusaii Exhibit ASI 13 - 05 Exhibit AS( 13 - 06 Sheet No. A4-., By I M.S. City of Bakersfield Checked C.W. Date 05/07/09 Job No. 1107514 Scale 1/8"= V4, CEMENT PLASTER SYSTEM ELASTOMERIC MEMBRANE. LAP 12" OVER BUILDING PAPER MOLD AND SEALANT AT HEAD AND JAMB SEALANT TURN METAL SILL FLASHING 6" UP JAMB 05-07-09 MLS ISTALL ACOUSTIC - }1'Cti MAT TSAR TO PROWE FLU OF WGIAS&CAL IE TITAR StSTL9., ATE CEMC MTIT :C11.AMCAL UMI% END ,X PLYWOOD OPENING PANEL IN SHEATHING TO MANSARD ATTIC 20" X 30" CEILING ACCESS PANEL AT GYP BI) CEILING }L WITH PLYWOOD OPENING PANEL IN SH AMING ABOVE TO MANSARD ATTIC. City of Bakersfield Sheetlyo. A-81 FF*i 14 By M.S. 13 Checked C.W. Date 05/07/09 Refle) Ian Job No 1107514 Exhibit ASI 13 - 02 Scale 1/8" =1'-o" ACCESS DOOR. 3ETWEEN ROOF FRAMING JOISTS. EMERIOR ACCESS PMIEL JAMB > >/2` 53 INSULATION ATTACHED TO ACCESS PANEL PLYWOOD LAY -IN ACCESS PANEL TO MATCH ADJACENT SHEATHING. ROOF SHEATHING PER STRUCTURAL MING PER 3UCTURAL I HV.IU6 17VU-11V VI I -7„77V PER STRUCTRUAL 2X4 JAMB TRIM ATTACHED TO JOISTS AT PERIMETER ARC ACCESS PANEL WALL/CEILING OPENING (IN.) NUMBER OFSTUD LATCHES SHIP WT. (LBS.) City of Bakersfield 123/8x123/8 Sheet No. A-9.3 r-r� MLP IIIFi 1 10.5 24 x 24 ASI 13 2 By Checked `M s. C.W. creating environments people enjoy"' 3765 SNA ftM SL, Sb. 102, San I* ObIlI^ CA MOIDE P.(6061613,794)F'(605�54346os1i'°�l�L ecwa"Tit�ra"rorosa»»+uc+ysra�rciwaFrnrtaa�eaoea4Tlsu�at�+rwusaii 18.0 Exhibit AS( 13 - 06 30 3/8 x 30 3/8 Date Job No. i�`ettl�: 05/07/09 1107514 1/8" =1'-0" INSULATION ATTACHED TO ACCESS PANEL PLYWOOD LAY -IN ACCESS PANEL TO MATCH ADJACENT SHEATHING. ROOF SHEATHING PER STRUCTURAL MING PER 3UCTURAL I HV.IU6 17VU-11V VI I -7„77V PER STRUCTRUAL 2X4 JAMB TRIM ATTACHED TO JOISTS AT PERIMETER ARC ACCESS PANEL INSULATED EXTERIOR ACCESS DOOR lelowit K2 1M Model MX For AH Types of Construction DATE vagmalso KARP ASSOCIATES, INC. 64-54 43rd Street, Maspeth, NY 11378 (718) 784-2105 -Phone (718) 784-9169 -Fax SPEGtF1lGAT101N13 GENERk'Ii SddpEt Access doors shall be Karp Type MX as manufactured by Karp Associates. Inc., Maspeth, N.Y. Sizes shall be as indicated on the drawings. CONSTRUCTION: 1. Frame shall be 18 gage galvanized steel. 2. Door shall be 18 gage galvanized steel. 3. Door shall be welded, watertight pan. 4. Corners of trim shall be welded & ground smooth. 5. Gasketing between door and frame 3/8" wide by 1/8" thick closed cell neoprene gasketing. 6. Insulation shall be 1" thick polystyrene w/ 6.0 R -value @ 75 degree F temperature. 7. Hinge shall be continuous galvanized piano hinge. 8. Latches shall be Southco Lift & Turn Compression Latch including cup sealing gasket finished in textured chrome. Keyed. 9. Finish shall be prime coat of rust inhibitive electrostatic powder, baked grey enamel. Stainless steel shall have No. STANDARD SIZES (Special sizes on request) DOOR SIZE H X W (IN.) WALL/CEILING OPENING (IN.) NUMBER OFSTUD LATCHES SHIP WT. (LBS.) City of Bakersfield 123/8x123/8 Aeel No. A45 6.3 18x 18 183/8x 183/8 1 10.5 24 x 24 24 3/8 x 24 3/8 2 w 30 x 22 30 3/8 x 22 3/8 2 18.0 ASI 13 30 3/8 x 30 3/8 - creating environments people enjoy" 36 x 24 Reflecte eiling Plan 2 I)r�te 04/17 Job Aro. x 1A n - 107514 .. „rx-r:u,•�.. uAk.=r... .. �...,u�}: �. .... ae a:.is .. ,c:.�:5 ....., s>,. 36 3/8 x 36 3/8 Exhibit ASI 13 - 03 . 36.0 .��'il/t� >.. �>�" '���'"� INSULATED EXTERIOR ACCESS DOOR lelowit K2 1M Model MX For AH Types of Construction DATE vagmalso KARP ASSOCIATES, INC. 64-54 43rd Street, Maspeth, NY 11378 (718) 784-2105 -Phone (718) 784-9169 -Fax SPEGtF1lGAT101N13 GENERk'Ii SddpEt Access doors shall be Karp Type MX as manufactured by Karp Associates. Inc., Maspeth, N.Y. Sizes shall be as indicated on the drawings. CONSTRUCTION: 1. Frame shall be 18 gage galvanized steel. 2. Door shall be 18 gage galvanized steel. 3. Door shall be welded, watertight pan. 4. Corners of trim shall be welded & ground smooth. 5. Gasketing between door and frame 3/8" wide by 1/8" thick closed cell neoprene gasketing. 6. Insulation shall be 1" thick polystyrene w/ 6.0 R -value @ 75 degree F temperature. 7. Hinge shall be continuous galvanized piano hinge. 8. Latches shall be Southco Lift & Turn Compression Latch including cup sealing gasket finished in textured chrome. Keyed. 9. Finish shall be prime coat of rust inhibitive electrostatic powder, baked grey enamel. Stainless steel shall have No. STANDARD SIZES (Special sizes on request) DOOR SIZE H X W (IN.) WALL/CEILING OPENING (IN.) NUMBER OFSTUD LATCHES SHIP WT. (LBS.) 12x12 123/8x123/8 1 6.3 18x 18 183/8x 183/8 1 10.5 24 x 24 24 3/8 x 24 3/8 2 16.0 30 x 22 30 3/8 x 22 3/8 2 18.0 30 x 30 30 3/8 x 30 3/8 2 27,0 36 x 24 36 3/8 x 24 3/8 2 24.0 36 x 36 36 3/8 x 36 3/8 2 36.0 PROJECT DATA Project Name: Architect: Contractor. Agent/Customer Name: Tagging Instructions: Special Instructions: PROJECT SCHEDULE Qty. H I W I No. of Finish Remarks Latches KEYED c�tPRIs814� LATCH CORNER OF TRIM H H+2" WELDED AND GROUND SMOOTH CONTINUOUS PIANO HINGE *Available in stainless steel 3/8' x 1/8" THICK CLOSED CELL NEOPRENE GASKETING 1' THICK POLYSTYRENE INSULATION fig+ WITH 5.0 R -VALUE @ 75- F TEMPERATURE STUtit}UiG �'`� chi 518" FIRE CODE _ 18 GAGE GALVANIZED GYPSUM BOARD STEEL DOOR AROUND ROUGH 18 GAGE GALVANIZED FRAME OPENING KEYED COMPRESSION LATCH �• IN SECTION A-A4�IJBI r A�l 13 0 7 rrmdesigng roup creating environments people enjoy - ARCHITECT'S SUPPLEMENTAL INSTRUCTION ■ San Luis Obispo -3765 S. Higuera St., Ste. 102, San Luis Obispo, CA 93401 P: (805) 543-1794 1 F: (805) 543-4609 J Oakdale ----210 East F Street, Oakdale, CA 95361 P: (209) 847-1794 1 F: ;209) 847-2511 J Sausalito --10 Liberty Ship Way, #300, Sausalito, CA 94965-3312 P: (41 5) 331-8282 1 F: (415) 331-8298 J San Juan Capistrano ---3I 831 Camino Capistrano, Ste. 200, San Juan Capistrano, CA 9267 - P: (949) 488-0933 1 F: (949) 488-0316 Date: May 05, 2009A.S.I. No. 14R1 Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector 11 From: Mike Scott, Architect RRM Project No.: 1107514 RFI No. The position of the City is that the instruction herein... ® MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (10) Calendar Days of receipt of this response. ❑ WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance with all of the provisions of Section 5-1.20 of this Contract. DESCRIPTION: Translucent Glazing at Window D 1. Change the glazing at the (4 Total) Type D and D1 windows in room 106, 108, 109 and 118 to translucent or opaque glazing for privacy. Provide samples for architect to choose from. Glazing to be Dual pane to match the already specified windows. Samples to include frosted, opaque and translucent windows. Referenced Drawings: A-7.2 Window Schedule Referenced Specifications: Attached Drawings: Attached Specifications: Copy to: ❑ Structural Engineer, Tom Swayze ❑ Landscape Architect, Lief McKay ❑ Electrical Engineer, Chris Jose ❑ Civil Engineer, Bob Swanson ❑ Mechanical Engineer, Larry Myrick ❑ V-565� S.C. ANDERSON, INC. ROUTING P.M. ADMIN. SUPER_ CLERK COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URBAN, U PER _ FILE ARCHITECTS I ENGINEERS I LANDSCAPE ARCHITECTS I PLANNERS I SURVEYORS, ^ A "ra Co,porodon I Victor ManEgabry, A,clritect iC110�R}Jem LfUad. PE IX16895. LS A5276 1 Ferber. LA #2844" rrmd �igngroupl creating environments people ARCHITECT'S SUPPLEMENTAL INSTRUCTION ■ San Luis Obispo -3765 S. Higuera St., Ste. 102, San Luis Obispo, CA 93401 P: (805) 543-17941 F: (805) 543-4609 J Oakdale -210 East F Street, Oakdale, CA 95361 P: (209) 847-1794 1 F: (209) 847-2511 J Sausalito —10 Liberty Ship Way, 4300, Sausalito, CA 9496S-331 2 P: (41 5) 331-8282 1 F: (415) 331-8298 J San Juan Capistrano—"31831 Camino Capistrano, Ste. 200, San Juan Ca , CA 92675 P: (949) 488-0933 1 F: (949) 488-0316 Date: May 06, 2009 A.S.I. No. 16 Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector II From: Mike Scott, Architect RRM Project No.: 1107514 RFI No. The position of the City is that the instruction herein... ® MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (10) Calendar Days of receipt of this response. ❑ WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance with all of the provisions of Section 5-1.20 of this Contract. DESCRIPTION: Night Light at Patio - Delete 1. Eliminate the (1) S6 fixture that is noted as a Night Light (NL) in the soffit at the exterior above door 03. Provide credit to owner. Referenced Drawings: E-3.0 Lighting Plan Referenced Specifications: Attached Drawings: Attached Specifications: Copy to: F] Structural Engineer, Tom Swayze ❑ Landscape Architect, Lief McKay ® Electrical Engineer, Chris Jose ❑ Civil Engineer, Bob Swanson ❑ Mechanical Engineer, Larry Myrick ❑ S.C. ANDERSON, INC. ROUTING P.M. ADMIN. k -S SUPER CLERK ::::�SUPER FILE COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URBAN ARCHITECTS IENGINEERS ILANDSCAPE ARCHITECTS IPLANNURVEYORS A Cardomia Capaa6Dn I Victor Manlgwmery,'Y""lp" #0110901 Jerry WWW, PE a6696, 2761 erber, LA 62644 11 `r&engroup III creating environments people enjoy - ARCHITECT'S SUPPLEMENTAL INSTRUCTION ■ San Luis Obispo -3765 S. Higuera St., Ste. 102, San Luis Obispo, CA 93401 P: (805) 543-1794 1 F: (805) 543-4609 U Oakdale -210 East F Street, Oakdale, CA 95361 P: (209) 847-1794 1 F: (209) 847-2511 J Sausalito —10 Liberty Ship Way, #300, Sausalito, CA 94965-3312 P:(415)331-8282 I F:(415)331-8298 J San Juan Capistrano -31831 Camino Capistrano, Ste. 200, San Juan Capistr CA 92675 P: (949) 488-0933 1 F: (949) 488-0316 Date: May 06, 2009 A.S.I. No. 15 Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector 11 From: Mike Scott, Architect RRM Project No.: 1107514 RFI No. The position of the City is that the instruction herein... ® MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (10) Calendar Days of receipt of this response. ❑ WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered grounds for a Contract Change Order. if the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance with all of the provisions of Section 5-1.20 of this Contract DESCRIPTION: Hall Ceiling Adjacent to Squad Room 1. Change the ceiling at the hallway adjacent to the squad room from a gypsum board ceiling to a suspended acoustical ceiling to match the rest of the hallway. T -bar system to be removable under mechanical units above. Refer to Exhibit ASI 015-01. 2. Center all diffusers in the center of a grid space, center Suspended Acoustical Ceiling System within the hallway space and adjust mechanical system to allow registers to be centered in the suspended ceiling spaces. 3. Eliminate the two large access panels for the mechanical units from the contract. Referenced Drawings: A-3.1 Reflected Ceiling Plan Referenced Specifications: Attached Drawings: Exhibit 015-01 Attached Specifications: Copy to: ❑ Structural Engineer, Tom Swayze ❑ Landscape Architect, Lief McKay ❑ Electrical Engineer, Chris Jose ❑ Civil Engineer, Bob Swanson ❑ Mechanical Engineer, Larry Myrick ❑ �o(QS f,h S I/j S.C. AND RSON, INC. ROUTING PM. ADMIN. COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URBAN SUPER CLERK ARCHITECTS I ENGINEERS I LANDSCAPE ARCHITECTS I PLANNERS I SURVEYORS ACdMUCw«SIM« MW4.wy.om+woelIMIJerry mdmet PE113M,LS#62761Mreroer.LAWIaa SUPER FILE 0 tL7 9 rrmdesigngroup Irl creating environments people enjoy' Date: May 12, 2009 A.S.I. No. 17 Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector II From: Mike Scott, Architect RRM Project No.: 1107514 RFI No. The position of the City is that the instruction herein... ® MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (10) Calendar Days of receipt of this response. ❑ WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance with all of the provisions of Section S-1.20 of this Contract. DESCRIPTION: 2x6 Frieze 1. Eliminate the painted 2x6 Frieze at the connection of the cement plaster wall to the cement plaster soffit as shown in details 32 and 42 / A-9.1. Provide a cement plaster inside corner control joint at the connection of the cement plaster wall to the cement plaster soffit. Estimated length of Frieze replacement to be 641 linear feet. Provide credit to owner. Referenced Drawings: Details 32 and 42 / A-9.1 Referenced Specifications: Attached Drawings: Attached Specifications: Copy to: ❑ Structural Engineer, Tom Swayze ❑ Electrical Engineer, Chris Jose ❑ Mechanical Engineer, Larry Myrick ❑ Landscape Architect, Lief McKay ❑❑ Civil Engineer, Bob Swami S.C. ANDERSON, INC. i ROUTING f' M ADMIN. SUPER CLERK SUPER FILE COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URBAN ARCHITECTS I ENGINEERS I LANDSCAPE ARCHITECTS I PLANNERS I SURVNRRS ACaffarua Capon' knlgo ,Mdieeq RC110901Jerry hSfiaeI, PE N36895, LS N62761 LA#26� losq-1il SI 0 City of Bakersfield No. A-3.1 F' to I , M.S. rrmde sign genun- I'll�:(�l�-'79`IF'l�l�+�l�`"'e�.�"' ASI 15 ked [Scale ., creating environments people enjoy"a 0515109 3765Soutlt s�1 Oblspo, CA m RefleC Ian o. 1107514 R ) 54$ I W c +{+,r.�rareuswr+t+t+s,m�rrra�.uaw Exhibit ASI 15 - 01 li$"-1-0" rrmdesigngroup Irl creating environments people enjoy' Date: May 12, 2009 A.S.I. No. 17 Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector II From: Mike Scott, Architect RRM Project No.: 1107514 RFI No. The position of the City is that the instruction herein... ® MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (10) Calendar Days of receipt of this response. ❑ WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance with all of the provisions of Section S-1.20 of this Contract. DESCRIPTION: 2x6 Frieze 1. Eliminate the painted 2x6 Frieze at the connection of the cement plaster wall to the cement plaster soffit as shown in details 32 and 42 / A-9.1. Provide a cement plaster inside corner control joint at the connection of the cement plaster wall to the cement plaster soffit. Estimated length of Frieze replacement to be 641 linear feet. Provide credit to owner. Referenced Drawings: Details 32 and 42 / A-9.1 Referenced Specifications: Attached Drawings: Attached Specifications: Copy to: ❑ Structural Engineer, Tom Swayze ❑ Electrical Engineer, Chris Jose ❑ Mechanical Engineer, Larry Myrick ❑ Landscape Architect, Lief McKay ❑❑ Civil Engineer, Bob Swami S.C. ANDERSON, INC. i ROUTING f' M ADMIN. SUPER CLERK SUPER FILE COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URBAN ARCHITECTS I ENGINEERS I LANDSCAPE ARCHITECTS I PLANNERS I SURVNRRS ACaffarua Capon' knlgo ,Mdieeq RC110901Jerry hSfiaeI, PE N36895, LS N62761 LA#26� losq-1il SI 0 nrrmdesi n rou 11 rrmdesi rou � g p gg p fan electrical box and conduit. Apparatus Bay 119 - • Adjust roof drain and overflow pipes to run at right angles to the walls. Verify there are not conflicts with the vehicle exhaust system or lights. Refer to Exhibit ASI 18-01. Adjust lights in the north south direction to remain between the wall and the overhead door track and be clear from any obstructions; all lights to be in line in the east west direction. Lights in the apparatus bay are to be symmetrical. Refer to Exhibit ASI 18-06. S.C. ANDERSON, INC. ROUTING P.M. ADMIN. COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URBAN SUPER CLERK ARCHITECTS I ENGINEERS I LANDSCAPE ARCHITECTS I PLANNERS I SURVEYORS SUPER FILE A CAMUCapoadm 1VmWMmi9w y, kdiklMC110e0I JMMWW, MOM. LSM76 I M Feibx,1ARM 4' a150 C90D PMC fir 4' a150 C900 PLC fW �w�..._.........w,�."........�..�.....---.,Of .......r... �w INSTALL 4" TEE AYSTi/ VALV. INSTAL . --------- PER Ga. 4' DUCTltE 7RaV PFE' TO 1 a ROOF DRAAV PIPE 70 IVT I 7fl W&V IAW FACE LI,�E ALNAAiBRA tf7t/INlkPY A- 4 ADAPTQ4 AND A-470, 3 f RECTANG77 M CAST" W ./ -WMX AND q; INS, I STEi SEE ------_ ...__r ' �-- FOR " < ; ; 3/- - ON r¢ v ., I # a; , i F.F.=53.003 (SE's SWEET SZO FOR FINISH PAD ELEVATIONS)" 750 GALLON CONCRETE SAND/aL CLARIF7M AWD-STATE CONCRETE PRODUCTS MODEL C-75OLP OR EQUAL RAISE MANHOLES TO GRADE. 4" WA$7E 6 AM UHUX } 0 � .. IS Xy ..! '` `. r • � r�� � � �� • � »r �r - �e ar' � s • � ,rte � � �� � +. w a w a� � � r�rrw�t a LMIDSCAPE - gm G N:\2007\1107514-Bako-FS-14-and-Park\Architectllfe\ConAdmin-Bakersfield 14\ASI\1 107514 Bakersfield Fire Station 14_ASI-18_Roof Drains 05-22- 09.doc 3"RWO DP4 N 3" RX DN (TYPICAL) q ttq sp " cf-k,w� GIErwH;- PAH, coo" PLAI-TF, I Yr�i�r trl�,l�5 cF & YJM.,A^ Timt9C;T-- 4-ki _,. _,_. -..... T — 1 1 creating environments people enjoy - creating environments people enjoy" 1 ARCHITECTS SUPPLEMENTAL INSTRUCTIONS ARCHITECT'S SUPPLEMENTAL INSTRUCTION Bakersfield Fire Station No. I �{ Page 2 19 San Luis Obispo -3765 S. Higuera St., Ste. 102, San Luis Obispo, CA 93401 P: (805) 543-1794 1 F: (805) 543-4609 Workout Room 120 and Medical Supply/SCBA 122 - Revise the duct path to the roof mounted Oakdale -210 East F Street, Oakdale, CA 95361 exhaust fans to avoid conflicts with adjacent pipes and structure. Revise the 10" Dia. Round duct P: (209) 847-1794 1 F: (209) 847-2511 to a 19"wide x 5" high rectangular duct to fit between the joists. Verify rectangular duct will avoid iJ Sausalito —10 Liberty Ship Way, #300, Sausalito, CA 9496S-3312 all obstructions. Consult Architect with any conflicts. It is acceptable to remove (1) 4x6 block P: (41 5) 331-8282 1 F: (41 5) 331-8298 under the 2x4 roof mansard pony wall shown in detail B/S4.0 to allow duct to pass between joists 0 San jean Capistrano ---31 831 Camino Capistrano, Ste, 200, San Juan Ca istrano, -CA-92675 above janitor 121. Refer to Exhibit ASi 18-04. P: (949) 488-0933 F: (949) 488-0316 FF Bunk Room 110 - Revise the roof drain and overflow piping above the ceiling to the West Date: May 26, 2009 S.I. No. 18 exit wall of the building. Provide an area drain at the end of the splash block for the roof drain pipe. Project Name: Bakersfield Station 14 Connect the area drain to the existing drain pipe to face of curb. Refer to Exhibit ASI 18-02 and Exhibit ASI 18-03. To: Randy Thornburg, Construction Inspector If From: Mike Scott, Architect Roof - RRM Project No.: 1107514 RFI No. - . All Roof drains (except above apparatus bay) - Contractor may eliminate Neoprene Rubber The position of the City is that the instruction herein... ® MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to Expansion Coupling as required. produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (10) Calendar Days of receipt of this response. • Eliminate one roof drain and relocate the remaining roof drain with piping. Revise the roof (� WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered insulation and crickets to provide slope to the relocated roof drain. Refer to Exhibit ASI 18 - grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (5) Calendar days of d1 receipt of this response Issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance with all of the revisions of Section 5-1.20 of this Contract. • Relocate roof mounted exhaust fan EF -122. Revise roof slope and crickets to accommodate DESCRIPTION: Roof Drains Relocation, Various Electrical issues and Mechanical Exhaust Duct relocated exhaust fan. Refer to Exhibit ASI 18-04. Relocation Squad Room 115 - At location where D3 light fixture is within %i" of the TJI above, the light fixture Referenced Drawings: E-3.0, P-4.1, M-4.1, C-3, A-9.5 must be exposed on 3 sides by 4" clearance minimum for heat dissipation. Referenced Specifications: Workout Room 120 - Relocate disconnect DS120 from being mounted to the unit to being Attached Drawings: Exhibits 18-01,02,03,04,05 �and06����� installed in the ceiling space above the plywood adjacent to and visible from the access panel. No Attached Specifications: plug or light are required above the access panel. Provide a sign stating "Disconnect in Access Copy to: Panel' to be located by owner. ❑ Structural Engineer, Tom Swayze ❑ Landscape Architect, Lief McKay ❑ Electrical Engineer, Chris Jose [I Civil Engineer, Bob Swanson Dining Area 116 - Provide furring at full length of ceiling ridge per Exhibit ASI 18-05 for ceiling ® Mechanical Engineer, Larry Myrick ❑ fan electrical box and conduit. Apparatus Bay 119 - • Adjust roof drain and overflow pipes to run at right angles to the walls. Verify there are not conflicts with the vehicle exhaust system or lights. Refer to Exhibit ASI 18-01. Adjust lights in the north south direction to remain between the wall and the overhead door track and be clear from any obstructions; all lights to be in line in the east west direction. Lights in the apparatus bay are to be symmetrical. Refer to Exhibit ASI 18-06. S.C. ANDERSON, INC. ROUTING P.M. ADMIN. COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URBAN SUPER CLERK ARCHITECTS I ENGINEERS I LANDSCAPE ARCHITECTS I PLANNERS I SURVEYORS SUPER FILE A CAMUCapoadm 1VmWMmi9w y, kdiklMC110e0I JMMWW, MOM. LSM76 I M Feibx,1ARM 4' a150 C90D PMC fir 4' a150 C900 PLC fW �w�..._.........w,�."........�..�.....---.,Of .......r... �w INSTALL 4" TEE AYSTi/ VALV. INSTAL . --------- PER Ga. 4' DUCTltE 7RaV PFE' TO 1 a ROOF DRAAV PIPE 70 IVT I 7fl W&V IAW FACE LI,�E ALNAAiBRA tf7t/INlkPY A- 4 ADAPTQ4 AND A-470, 3 f RECTANG77 M CAST" W ./ -WMX AND q; INS, I STEi SEE ------_ ...__r ' �-- FOR " < ; ; 3/- - ON r¢ v ., I # a; , i F.F.=53.003 (SE's SWEET SZO FOR FINISH PAD ELEVATIONS)" 750 GALLON CONCRETE SAND/aL CLARIF7M AWD-STATE CONCRETE PRODUCTS MODEL C-75OLP OR EQUAL RAISE MANHOLES TO GRADE. 4" WA$7E 6 AM UHUX } 0 � .. IS Xy ..! '` `. r • � r�� � � �� • � »r �r - �e ar' � s • � ,rte � � �� � +. w a w a� � � r�rrw�t a LMIDSCAPE - gm G N:\2007\1107514-Bako-FS-14-and-Park\Architectllfe\ConAdmin-Bakersfield 14\ASI\1 107514 Bakersfield Fire Station 14_ASI-18_Roof Drains 05-22- 09.doc 3"RWO DP4 N 3" RX DN (TYPICAL) q ttq sp " cf-k,w� GIErwH;- PAH, coo" PLAI-TF, I Yr�i�r trl�,l�5 cF & YJM.,A^ Timt9C;T-- 4-ki _,. _,_. -..... T — 1 1 1 i t 1 �71tf liR) ltd 1d 184 .4•19N b 1b �QLIAD ROOM �:3 21a �-1 D3 21c 2 .4 i D3 D Ile ;4-210 Ant S7. -o7 esigng p creating environments people enjoy - ARCHITECT'S SUPPLEMENTAL INSTRUCTION ■ San Luis Obispo -3765 S. Higuera St., Ste. 102, San Luis Obispo, CA 93401 P: (805) 543-1794 1 F: (805) 543-4609 L1 Oal<daie---210 East F Street, Oakdale, CA 95361 P: (209) 847-1794 1 F: (209) 847-251 1 ❑ Sausalito ---10 Liberty Ship Way, #300, Sausalito, CA 94965-3312 P: (41 5) 331-8282 i F: (415) 331-8298 D San Juan Capistrano -31 831 Camino Capistrano. Ste 200 San Juan Capistrano, CA 92675 P: (949) 488-0933 1 F (9491488-0316 Date: May 28, 2009 A.S.I. No. 19 Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector II From: Mike Scott, Architect RRM Project No.: 1107514 RFI No. The position of the City is that the instruction herein... MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (10) Calendar Days of receipt of this response. ❑ WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered grounds for a Contract Change Order. if the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance with all of the provisions of Section 5-1.20 of this Contract. DESCRIPTION: Antenna and Outlets 1. Relocate the weatherproof outlet required by code at the mechanical unit to the back wall ( of the tower per Exhibit ASI 19-01. 2. Add (2) roof mounted weatherproof outlets at the back of the mansard wall per the ))) attached Exhibit ASI 19-01. 3. Relocate the weather head noted with note 1 1 on sheet E-3.4 from the roof to penetrate out of the back of the mansard wall adjacent to the location of detail 41 /A-9.3. Refer to Exhibit ASI 19-02. Provide 36" sweep from wall angle per city communications department to open space above t -bar ceiling. Install Quickflash panel at conduit penetration at wall per Exhibit ASI 19-03. Referenced Drawings: E-3.4 Referenced Specifications: Attached Drawings: Exhibit ASI 19-01, 02, 03 Attached Specifications: Copy to: _ ❑ Structural Engineer, Tom Swayze ❑ Landscape Architect, lief McKay ® Electrical Engineer, Chris Jose ❑ Civil Engineer, Bob Swanson 4,c-- ❑ Mechanical Engineer, Larry Myrick ❑ S.C. ANDERSON, INC. ROUTING f7 P.M. ADMIN, 1`' COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URBAN ARCHITECTS I ENGINEERS I LANDSCAPE ARCHITECTS I PLANNERS I SURVEYORS SUPER CLERK A CaBwNa CQWaliOn I wdorMm W%7, AKMW NC71090 I J8WMiebael. PE936895, LS 162761 Jeff Faber, tA92614 SUPER FILE e rmdesin rou g g p creating environments people enjoy`" ARCHITECT'S SUPPLEMENTAL INSTRUCTION 111111 San Luis Obispo -3765 S. Higuera St., Ste. 102, San Luis Obispo, CA 93401 P. (805) 543-1794 1 F: (805) 543-4609 :;I Oakdale -210 East F Street, Oakdale, CA 95361 P: (209) 847-1,'94 1 F: (209) 847-2511 Ll Sausalito -10 Liberty Ship way, #300, Sausalito, CA 94965-3312 P: (41 5) 331-8282 1 F: (415) 331-8298 J San Juan Capistrano --31831 Camino Capistrano. Ste, 200, San Juan Capistrano, CA 92675 P: (949) 488-0933 ; F: (949) 488-0316 Date: June 5, 2009 A.S.I. No. 20 Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector II From: Mike Scott, Architect RRM Project No.: 1107514 RFI No. - The position of the City is that the instruction herein... ❑ MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (10) Calendar Days of receipt of this response. ® WILL NOT O require q any alteration to the tots! Contract COMPENSATION and/or TIME and is therefore NOT considered i grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance with all of the provisions of Section 5-1.20 of this Contract DESCRIPTION: Gutter at Dining Room Patio Door 1. Eliminate the gutter at the gable roof over window F and door 03 of the Dining Room. The adjacent gutter at the eave is to remain an be located to catch all the rainwater from the valley of the gable. Refer to Exhibit ASI 20-01. Referenced Drawings: E-4.1 Referenced Specifications: Attached Drawings: Exhibit ASI 20-01 Attached Specifications: Copy to: ❑ Structural Engineer, Tom Swayze ❑ Electrical Engineer, Chris Jose ❑ Mechanical Engineer, Larry Myrick ❑ Landscape Architect, Lief McKay ❑ Civil Engineer, Bob Swanson S.C. ANDERSON, INC. ROUTING P.M. ADMIN. �s SUPER CLERK SUPER FILE COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URBAN ARCHITECTS I ENGINEERS I LANDSCAPE ARCHITECTS I PLANNERS I SURVEYORS A CaMmia CoWafon 1 Vxwr MonlO—Y, Aed&d9C11090I Je"y W&* PE 936695, LS 162161 M Faber, LA 92844 Z i i g�'O�P creating environments people enjoy'"' V6680A NOM St, Sia.14 80 L* O b", CA 93401 P:(8%)542-17941 a ("504M j we#x lmign.ow - ircnmairaafl7arib;A(Viellci�aol�'rMd+4�Kt+9Y�i,tiNYn1.!!l�A9ottA�lN City of Bakersfield Fir 'on 14 ASI 20 Ro an Exhibit ASI 20 - 01 10 ,,�- I ,<-- V -At �, IE -*t 4 ir At,0900' I I I - oz. V rrmdesigngroup creating environments people enjoy - ARCHITECT'S SUPPLEMENTAL INSTRUCTION Date: June 8, 2009 A.S.I. No. 21 Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector II From: Mike Scott, Architect T RRM Project No.: 1107514 RFI No. The position of the City is that the instruction herein... ❑ MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (10) Calendar Days of receipt of this response. ® WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance with all of the provisions of Section 5-1.20 of this Contract DESCRIPTION: Control joints at Paving 1. Place control joints as noted in Exhibit ASI 21-01. Referenced Drawings: A-1.1 Referenced Specifications: Attached Drawings: Exhibit ASI 21-01 Attached Specifications: Copy to: ❑ Structural Engineer, Tom Swayze ❑ Landscape Architect, Lief McKay ❑ Electrical Engineer, Chris Jose ❑ Civil Engineer, Bob Swanson ❑ Mechanical Engineer, Larry Myrick ❑ ✓hLv. e ✓•3i7tr� S.C. ANDERSON, INC ROUTING P.M. ADMIN. COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URB UPER CLERK ARCHITECTS I ENGINEERS I LANDSCAPE ARCHITECTS I PLANNERS I SURVEYOR! A Caftia Capwa6m I Vidor Mmlgomay,Ard&d#C11090 IJe"y Lbdrd, PE 936895, LS 962761 Jeff Ferber, LA92 SUPER FILE Plumbing & Gas Line Flashing Panels P-50 P-300 PLUMBING FLASHING PLUMBING FLASHING PANEL PANEL Fits %' to sized pipes - Fits 3" sized pipes -copper, copper, rigid, and PVC rigid, PVC, and ABS (NOTE: Can also be used for (NOTE: Can -also be used for electrical conduit) 4" sheet metal duct) it 1/8" x 11 1/8" x 3/3231 1/8" x 11 1/8" x 3/32" (Sold In Boxes of 12 or 24 Only) (Sold In Boxes of 12 or 24 OI PLUMBING FLASHING PANEL Fits 1" to I%' sized pipes - copper, rlgld, and PVC (NOTE: Can ajso be used for electrics(conduit) it 1/8" x 11 1/8" x 3/32" (Sold In Boxes of 12 or 24 Only) P-150 PLUMBING FLASHING PANEL Fits 1%' to 1i4" sized pipes - copper, rtgld, PVC, and ABS (NOTE: Can also be used for electrical conduit) 11 1/8" X 11 1/8" X 3/32" (Sold In Boxes of 12 or 24 Only) P-200 PLUMBING FLASHING PANEL Fits 2" to 218" sized pipes - Copper, rigid, PVC, and ABS (NOTE: Can also be used for electrical conduit) 11 1/8" x 11 1/8" x 3/32" (Sold In Boxes of 12 or 24 Only) P-400 PLUMBING FLASHING PANEL Fits 4" sized pipes - PVC and ABS (NOTE: Can also be used for 5" sheet metal dmi) 12 1/8" x 12 1/8" x 3/32" (Said In Boxes of 12 Only) PLUMBING FLASHING PANEL Fits 6" sized pipes - PVC and ABS (NOTE:_ Can also be used for 6" sheet metal duct) 12 1/8" x 12 1/8" x 3/32" (Sold in Boxes of 12 Only) PLUMBING FLASHING PANEL Two piece system. Used on copper pipes with exterior T's sweated on. Cut out center to fit around 1k" to 2" sized pipes. (IMPORTANT,Caulking Is requirt to make seal at pipe to panel) it 1/8" x 11 1/8" x 3/32" (Sold in Boxes of 12 Only) -Fx-4rm' -A5 (LANDSCAPE J AREA - N.I.C.) 1 2 EQ. SPACES ALIGN W/ FACE ALIGN W/ FACE OF CURB OF CURB -i, EQ. aT 5 EQ. SPACES 5 EQ. SPACES 1 A4.1 ---- M:®:ea�a Sheet No. By M.S. 1��.IIII�ETYP.Bap Checked C.W. Date 06/08/09 �srt)5s C NSI Job No. 1107514 1:40//////\\\ Scup 1/4" =1-17 i 10 ,,�- I ,<-- V -At �, IE -*t 4 ir At,0900' I I I - oz. V rrmdesigngroup creating environments people enjoy - ARCHITECT'S SUPPLEMENTAL INSTRUCTION Date: June 8, 2009 A.S.I. No. 21 Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector II From: Mike Scott, Architect T RRM Project No.: 1107514 RFI No. The position of the City is that the instruction herein... ❑ MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (10) Calendar Days of receipt of this response. ® WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance with all of the provisions of Section 5-1.20 of this Contract DESCRIPTION: Control joints at Paving 1. Place control joints as noted in Exhibit ASI 21-01. Referenced Drawings: A-1.1 Referenced Specifications: Attached Drawings: Exhibit ASI 21-01 Attached Specifications: Copy to: ❑ Structural Engineer, Tom Swayze ❑ Landscape Architect, Lief McKay ❑ Electrical Engineer, Chris Jose ❑ Civil Engineer, Bob Swanson ❑ Mechanical Engineer, Larry Myrick ❑ ✓hLv. e ✓•3i7tr� S.C. ANDERSON, INC ROUTING P.M. ADMIN. COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URB UPER CLERK ARCHITECTS I ENGINEERS I LANDSCAPE ARCHITECTS I PLANNERS I SURVEYOR! A Caftia Capwa6m I Vidor Mmlgomay,Ard&d#C11090 IJe"y Lbdrd, PE 936895, LS 962761 Jeff Ferber, LA92 SUPER FILE Plumbing & Gas Line Flashing Panels P-50 P-300 PLUMBING FLASHING PLUMBING FLASHING PANEL PANEL Fits %' to sized pipes - Fits 3" sized pipes -copper, copper, rigid, and PVC rigid, PVC, and ABS (NOTE: Can also be used for (NOTE: Can -also be used for electrical conduit) 4" sheet metal duct) it 1/8" x 11 1/8" x 3/3231 1/8" x 11 1/8" x 3/32" (Sold In Boxes of 12 or 24 Only) (Sold In Boxes of 12 or 24 OI PLUMBING FLASHING PANEL Fits 1" to I%' sized pipes - copper, rlgld, and PVC (NOTE: Can ajso be used for electrics(conduit) it 1/8" x 11 1/8" x 3/32" (Sold In Boxes of 12 or 24 Only) P-150 PLUMBING FLASHING PANEL Fits 1%' to 1i4" sized pipes - copper, rtgld, PVC, and ABS (NOTE: Can also be used for electrical conduit) 11 1/8" X 11 1/8" X 3/32" (Sold In Boxes of 12 or 24 Only) P-200 PLUMBING FLASHING PANEL Fits 2" to 218" sized pipes - Copper, rigid, PVC, and ABS (NOTE: Can also be used for electrical conduit) 11 1/8" x 11 1/8" x 3/32" (Sold In Boxes of 12 or 24 Only) P-400 PLUMBING FLASHING PANEL Fits 4" sized pipes - PVC and ABS (NOTE: Can also be used for 5" sheet metal dmi) 12 1/8" x 12 1/8" x 3/32" (Said In Boxes of 12 Only) PLUMBING FLASHING PANEL Fits 6" sized pipes - PVC and ABS (NOTE:_ Can also be used for 6" sheet metal duct) 12 1/8" x 12 1/8" x 3/32" (Sold in Boxes of 12 Only) PLUMBING FLASHING PANEL Two piece system. Used on copper pipes with exterior T's sweated on. Cut out center to fit around 1k" to 2" sized pipes. (IMPORTANT,Caulking Is requirt to make seal at pipe to panel) it 1/8" x 11 1/8" x 3/32" (Sold in Boxes of 12 Only) -Fx-4rm' -A5 (LANDSCAPE J AREA - N.I.C.) 1 2 EQ. SPACES ALIGN W/ FACE ALIGN W/ FACE OF CURB OF CURB -i, EQ. aT 5 EQ. SPACES 5 EQ. SPACES 1 2� REET LIGHT AND ICAL CONNECTION 41'-4" IL DRAWINGS MOUNTAIN VISTA DRIVE rrra grog - III creating environments people enjoy'" 3765 South Higuera St, Ste. 102, San Luis Obispo, CA 93401 P: (805) 543-1794 I F: (805) 5434M I www.rrmdesign.com ACaiMlb CuWAw IVkW Mv"wwy, kddea#C1logo l J" W,eA RCE nM. L6 MM IJe"Fe _.LA e20M ♦ City of Bakersfield Fire St 14 ASI 21 Site an Exhibit ASI 21-01 RETENTION BASIN PER CIVIL 30'-0" /abys /91 C1 V) if W (LANDSCAP AREA - NIC< rn /-02751.E W TYP. W 16000.13 — 16000.1 �"�flfliilmiiaiiiml-4 ---- M:®:ea�a —=. as�rJt�ry JB 1��.IIII�ETYP.Bap Ms Date 06/08/09 \\.LIMIT C NSI Scale 1:40//////\\\ i ►����j1►�4�i►�LINEOF ..04220.A-/ OVERHA MM V ►����`II ' M ' _ 04220., Typ , r1 Q:3 _ EQ. SPAC H90 !►! 0 C11 2� REET LIGHT AND ICAL CONNECTION 41'-4" IL DRAWINGS MOUNTAIN VISTA DRIVE rrra grog - III creating environments people enjoy'" 3765 South Higuera St, Ste. 102, San Luis Obispo, CA 93401 P: (805) 543-1794 I F: (805) 5434M I www.rrmdesign.com ACaiMlb CuWAw IVkW Mv"wwy, kddea#C1logo l J" W,eA RCE nM. L6 MM IJe"Fe _.LA e20M ♦ City of Bakersfield Fire St 14 ASI 21 Site an Exhibit ASI 21-01 RETENTION BASIN PER CIVIL 30'-0" /abys /91 C1 V) if W (LANDSCAP AREA - NIC< rn /-02751.E W TYP. W 16000.13 — 16000.1 A-1.1 W W 1-_02751.1 JB Checked Ms Date 06/08/09 \\.LIMIT C NSI Sheet No. A-1.1 By JB Checked Ms Date 06/08/09 Job No. 1107517 Scale 1:40//////\\\ =DFS rr grou a creating environments people enjoy"" ARCHITECT'S SUPPLEMENTAL INSTRUCTION ■ San Luis Obispo -3765 S. Higuera St., Ste. 102, San Luis Obispo, CA 93401 P: (805) 543-1794 1 F: (805) 543-4609 U Oakdale -210 East F Street, Oakdale., CA 95361 P: (209) 847-1794 '. F: (7.09) 847-2511 :3 Sausalito -10 Liberty Ship Way, ,#300, Sausalito, CA 94965-3312 P: (41 5) 331-8282 1 F: (415) 331-8298 3 San Juan Capistrano -31831 Camino Capistrano. Ste. 200, San Juan Capistrano, CA 92675 P: (949) 488- 0933 i F: (949) 488- 0316 Date: June 16, 2009A.S.I. No. 22 Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector 11 From: Mike Scott, Architect RRM Project No.: 1107514 RFI No. - The position of the City is that the instruction herein... ❑ MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (10) Calendar Days of receipt of this response. ® WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance with all of the provisions of Section 5-1.20 of this Contract. DESCRIPTION: Casework Revisions 1. Revise casework in the Shop Alcove (App Bay 1 19) per attached exhibit ASI 22-01. 2. All casework to remain on concrete curb per plan. 3. Power outlet to remain in existing location and be exposed inside of full -height cabinet. Verify with Owner. 4. Power for lighting to be attached to bottom of shelf and extended to relocated lights. Shelf that power cable is attached to is to be fixed. Confirm with owner. S.C. ANDERSON, INC. ROUTING Referenced Drawin s: A-8.4 In I A 9.111. A IN. Referenced Specifications: Attached Drawings: Exhibit ASI 22-01 SUPER CLERK Attached Specifications: 01 IPER FILE Copy to: ❑ Structural Engineer, Tom Swayze ❑ Landscape Architect, lief McKay ❑ Electrical Engineer, Chris Jose ❑ Civil Engineer, Bob Swanson ❑ Mechanical Engineer, Larry Myrick ❑ COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URBAN ARCHITECTS I ENGINEERS I LANDSCAPE ARCHITECTS I PLANNERS I SURVEYORS A CaNartua Corpomfion I Vdw MOnWWY, Ard&d #Ctt66a I JO" Md*d, PE #36695. LS 067161 Jeff Ferber, LA #2844 rrmdesigngroup creating environments people enjoy" ARCHITECT'S SUPPLEMENTAL INSTRUCTION Ot San Luis Obispo -3765 S. Higuera St., Ste. 102, San Luis Obispo, CA 93401 P: (805) 543-17941 F: (805) 543-4609 Ci Oakdale -210 East F Street, Oakdale, CA 95361 P: (209) 847-1794 1 F: (209) 847-2511 U Sausalito -10 Liberty Ship Way, #300, Sausalito, CA 94965-3312 P:(415)331-8282 I F:(415)331-8298 (:l San Juan Capistrano -31831 Camino Capistrano, Ste. 200, San Juan Capistrano, CA 92675 P: (949) 488-0933 1 F: (949) 488-0316 Date: June 22, 2009 iZZA013ii,-P Jar -Y 7/200 A.S.I. No. 24 -p- Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector 11 From: Mike Scott, Architect RRM Project No.: 1107514 RFI No. The position of the City is that the instruction herein... ® MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to produce and submit to the City a proposal In conformance with Section 5-1.20 of the contract, within (10) Calendar Days of receipt of this response. ❑ WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number. The Contractor shall file the NPC -A form along with the required follow-up documentation In accordance with all of the proylslons of Section 5-1.20 of this Contract, DESCRIPTION: Door Chimes 1. Add to the contract (1) additional exterior door chime at the Firefighter Patio per attached exhibit ASI 24-01. Mount centered between control joint at 7'-0" and roof soffit. Avoid vertical control joint. Center over gas shut off. 2. Refer to attached exhibit ASI 24-02 for revisions to the contractor submittal intercom single line diagram to match the contractor submitted intercom floor plan and to match the contract documents for clarification. Referenced Drawings•: E-3.2 and 1/E-5.3 Referenced Specifications: Attached Drawings: Exhibit ASI 24-01 and 02 Attached Specifications: Copy to: ❑ Structural Engineer, Tom Swayze ❑ Landscape Architect, Lief McKay E Electrical Engineer, Chris Jose ❑ Civil Engineer, Bob Swanson/ ❑ Mechanical Engineer, Larry Myrick El✓ _C _ S.C. ANDERSON, INC. ROUTING P.M. ADMIN. �5 SUPER CLERK COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URBAN SUPER FILE ARCHITECTS I ENGINEERS I LANDSCAPE ARCHITECTS I PLANNERS I SURVEYORS A 00wda GaWam IWw MwAgormy. AO Asd#cIIow IJM MW K PE 0368%. LS862%I JON FeAw, LA#2844 am group Ili creating environments people enjoy'" 3765 South Higuera SL, Ste.102, San Luis Obispo, CA 93401 P: (805) 543-17941 F: (605) 543-46091 www.nmdesign.com ACaft-C"pafmIYx M"Ag.-Y.Ahkd#C/10901Jam/MNW,RCE#36M.LS*MJeOF"b".LA#2944 City of Bakersfield Fire Station #14 (� ASI 22 Interior Ele Exhibit ASI 22-01 Sheet No. rrmdesi n rou fil g g p creating environments people enjoy'" JB ARCHITECT'S SUPPLEMENTAL INSTRUCTION a San Luis Obispo --3765 S. Higuera St., Ste. 102, San Leis Obispo, CA 93401 Checked P: (8(}5) 543-1794 1 F: (805) 543 4609 (VA) AS REQUIRED. Date 06/1610 Job No. o Scale 4" 'Al - DOOR (SEE PICTURE SQUAD: ROOM 5/E5.0 NOTE 11 FOR Date: June 16, 2009 Project Name: Bakersfield Station 14 6-10 6 13'-0" 4'-0" To: Randy Thornburg, Construction Inspector II EQ. EQ. EQ. EQ. EQ. EQ. From: Mike Scott, Architect RRM Project No.: 1107514 RFI No. - 302 302 302 302 302 302 The position of the City is that the instruction herein... DOORKING 1504 AT GATE ❑ MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to \ / _ _ \-- _/ \ /- . \_. / \ produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (10) Calendar oDays / \ of receipt of this response. th _ _ ® WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (5) Calendar days of ( receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Lj Number.. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance - - - -A with all of the provisions of Section 5-1.20 of this Contract. \- - - -/ DESCRIPTION: Speaker Relocation = SOLVANT 1. Delete one speaker in the Captain's Restroom 108 per attached exhibit ASI 23-01. I TANK o BY OWNER 2. Relocate the speaker on the West wall of the Reception Area/Lobby to the South wall soffit 01 centered above the drinking fountain per attached exhibit ASI 23-01. Confirm location with owner. 222 222 222 222 222 222 402 �, �, (, NORTH L EQ. EQ. EQ. EQ. EQ. EQ. 4'-0" STATION."OF"F%CE' I .1 Referenced Drawings: E-3.2 am group Ili creating environments people enjoy'" 3765 South Higuera SL, Ste.102, San Luis Obispo, CA 93401 P: (805) 543-17941 F: (605) 543-46091 www.nmdesign.com ACaft-C"pafmIYx M"Ag.-Y.Ahkd#C/10901Jam/MNW,RCE#36M.LS*MJeOF"b".LA#2944 City of Bakersfield Fire Station #14 (� ASI 22 Interior Ele Exhibit ASI 22-01 Sheet No. A-8.4 By JB IN COMM ROOM. SIZE Checked MS (VA) AS REQUIRED. Date 06/1610 Job No. 1107517 Scale 4" EQUAL) SEE DETAIL Referenced Specifications: Attached Drawings: Exhibit ASI 23-01 Attached Specifications: Copy to: ❑ Structural Engineer, Tom Swayze ❑ Landscape Architect, Lief McKay M Electrical Engineer, Chris Jose ❑ Civil Engineer, Bob Swanson ❑ Mechanical Engineer, Larry Myrick ❑ -G 4lP A acts is s -r.;1 t �, � �3r 024-0 1 4911 S.C. ANDERSON, INC. ROUTING P.M. ADMIN. SUPER CLERK SUPER FILE COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URBAN ARCHITECTS I ENGINEERS I LANDSCAPE ARCHITECTS I PLANNERS I SURVEYORS ACAk--C.M..6m L',^toM.iy7-.PEN36695 LS#5Z,6'.eL• F.A. L442844 1 ®-Y�-- �.� v I� ,t UTIL I JAN J I __SIG RESPOINSE I OV �> V M8 CN FF BUNK FF BUNK ROOM ROOM 0y Lr!� 3® H, N 120 V. BRANCH CIRCUIT PROVIDE LV TRANSFORMER IN COMM ROOM. SIZE (VA) AS REQUIRED. DOOR BELL PUSH BUTTON (EDWARDS 590 SERIES OR FURNISHED WITH DOORKING 1504 AT ENTRY EQUAL) SEE DETAIL DOOR (SEE PICTURE SQUAD: ROOM 5/E5.0 NOTE 11 FOR 4/E5.3) r_ 1 I_ t LOCATION. DOOR BELL PUSH BUTTON- UTTO FURNISHED WITH FURNISHED HALLWAY 101 :PROVIDE CHIME WITH TWO DOORKING 1504 AT GATE r- TONES (EDWARDS C210 -1h ( OR EQUAL) TYPICAL OF (4) PROVIDE SEPARATE TONES 01 FOR THE GATE AND ENTRY STATION."OF"F%CE' I .1 DOOR. WORKOUT ROOK( f 1 PROVIDE MULTI TONE SIGNAL (R y ]BAY - AT APPARATUS BAY (EDWARDS MTS -71 OR t I EQUAL) PROVIDE SEPARATE TONES FOR THE GATE AND I COM, AT I3�I:W ENTRY DOOR. 'INiEs OM At GATE PROVIDE & INSTALL DOORKING 1504 DOO17tSiNG SURFACE MOUNT MODEL OF THE 1-504 1506 WITH 100 ENTRY CODE MEMORY INTERCOM AT OFFICE 16VAC. i tEF-,1c PROVIDE & INSTALL INTERCOM AIPHODOORBELL/INTERCOM COMMNDEPT.FOREXACTOCATIION� WIRING DIAGRAM -xWI! P.) rr ASI azy-02 a 9 5 w ••• PLANTER F....myrr A 5! 23 -0I BUNK U /Pay- fill s.M.T-o 9 rrmdesi gn g prou a creating environments people enjoy— ARCHITECT'S SUPPLEMENTAL INSTRUCTION ■ San Luis Obispo ­3765 S. Higuera St., Ste. 102, San Luis Obispo, CA 93401 P: (805) 543-1794 1 F: (805) 543-4609 _1 )iii d de i0 East 3VI JC 10 ..i1)PI [y Shim P (41 .`i; i3 i - ;252 F: (41 `,) 3'.1 -8298 sall ju:H'i Capi5tr in0' • 3 183 i :11.lo, .iC ...•:I:'2 iU�tCl %t .''o['e;i);L ..' 'J'� . . Date: June 22, 2009 A.S.I. No. 25 Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector II From: Mike Scott, Architect RRM Project No.: 1107514 RFI No. The position of the City is that the instruction herein... V MAY require an adjustment to the total Contract COMPENSATION and/or TIME The Contractor is hereby directed to produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (10) Calendar Days of receipt of this response. ❑ WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance with all of the provisions of Section 5-1.20 of this Contract. DESCRIPTION: Door Louver to provide make up air for exhaust fan. 1. Revise door 10 to include a 24"x24" louver. Mount louver centered in door horizontally 12" above finish floor to be similar to door type "C" on 13/A-7.1. Referenced Drawings: A-7.1 Referenced Specifications: Attached Drawings: Attached Specifications: Copy to: ❑ Structural Engineer, Tom Swayze ❑ Landscape Architect, Lief McKay ❑ Electrical Engineer, Chris Jose ❑ Civil Engineer, Bob Swanson ® Mechanical Engineer, Larry Myrick ❑ -. ANDERSON, INC. ROUTING P.M. ADMIN. SUPER CLERK SUPER PILE COMMUNITY 1 PUBLIC SAFETY I RECREATION I EDUCATION I URBAN ARCHITECTS ; ENGINEERS I LANDSCAPE ARCHITECTS I PLANNERS I SURVEYORS A Cx,f„ma ;aha:; Vccr M, wru7••A..A<e #a!iGHJ!PF. 93;5:SLS7'c2iu IJAl .—LA42874 it') ia&signgroupmom creating environments people enjoy— ARCHITECT'S SUPPLEMENTAL INSTRUCTION ■ San Luis Obispo -3765 S. Higuera St., Ste. 102, San Luis Obispo, CA 93 O1 P: (805) 543-1794 1 F: (805) 543-4609 east F '-,'tC'.t, 0; :date CA 9''�3 i 11 1 r94 1 F: (209 8-p/-,,1 l J 5<tu541.0 - 1 u 1_i1)e1-! Skil !V iy, :. 00, Sa[!saiito ; ,a c,4_6 P:(415�33>1-42cs2 E4i;1.;,1-S298 o j Si`111 JLJ<In Capistrano 31 831 Can)inc, C sapiiir wo, St''_ 200 San JE+i�` i2i[1U. 0111 9266.•'5 (949),188 !933 ; 1: t_ ct X83 t':s 1 i Date: July 6, 2009 A.S.I. No. 27 Project Name: Bakersfield Station 14 To: Randy Thornburg, Constructio nspector II From: Mike Scott, Architect RRM Project No.: 1107514 RFI No. - The position of the City is that the instructionhe in... ® MAY require an adjustment to the total Contra COMPENSATION and/or TIME. The Contractor is hereby directed to produce and submit to the City a proposal i onformance with Section 5-1.20 of the contract, within (10) Calendar Days of receipt of this response. ❑ WILL NOT require any alteration to the tal Contract COMPENSATION and/or TIME and is therefore NOT considered grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the ity an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number. The Contractor shall fil a NPC -A form along with the required follow-up documentation in accordance with all of the rovisions of Sec ' n 5-1.20 of this "Contract. DESCRIPTION: Site Wall at uilding 1. Revise the site w I to meet the building per Exhibit ASI 027-01. 2. Locate site w such that there is a minimum gap of 1 " at the base and a maximum 6" gap at the top r Exhibit ASI 27-02. 3. Verify T of water table and top of site wall align per Exhibit ASI 27-02. Refeneed Specifications: A ached Drawings: ttached Specifications: A-1.1 Site Plan, Detail 14/A-9.3 Exhibit ASI 27-01, Exhibit ASI 27-02 ropy to: ❑ Structural Engineer, Tom Swayze ❑ Landscape Architect, Lief McKay ❑ Electrical Engineer, Chris Jose ❑ Civil Engineer, Bob Swanson ❑/ Mechanical Engineer, Larry Myrick C bo ` �k k� �0 I rff V �0 G1 COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URBAN ! D ARCHITECTS I ENGINEERS I LANDSCAPE ARCHITECTS I PLANNERS SURVEYORS (SV% t �' A Cart CCKn 6—IV ...n. I J- tJrh.ri PE x36995, xS:56T15; J;'t 4:•ss !A92941 07450.D TYP.- rou rrmdesigng p creating environments people enjoy" ARCHITECT'S SUPPLEMENTAL INSTRUCTION ■ San Luis Obispo -3765 S. Higuera St., Ste. 102, San Luis Obispo, CA 93401 P: (805) 543-17941 F: (805) 543-4609 0 Oakdale -210 East F Street, Oakdale, CA 95361 P: (209) 847-1794 1 F: (209) 847-2511 3 Sausalito —10 Liberty Ship Way, #300, Sausalito, CA 94965-3312 P: (415) 331-8282 1 F: (415) 331-8298 ::l San Juan Capistrano ---31831 Camino Capistrano, Ste. 200, San Juan Capistrano, CA 92675 P (949) 488-0933 1 F: (949) 488-0316 . _. Date: July 6, 2009 A.S.I. No. 26 Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector 11 From: Mike Scott, Architect RRM Project No.: 1107514 RFI No. The position of the City is that the instruction herein... ® MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (10) Calendar Days of receipt of this response. ❑ WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance with all of the provisions of Section 5-1.20 of this Contract DESCRIPTION: Relocation of Fire Inspector Valve 1. Revise the location of the fire inspector valve for the fire protection system from the wall behind the casework in the Captains Bunk Room #109 to above the Suspended Ceiling \_ System in Hallway #107 adjacent to Door 02. 2. Provide signage on East wall adjacent to Fire Extinguisher Cabinet adjacent to Door 02 stating, "Fire Protection Valve Above Suspended Ceiling". Verify with Fire Department. Referenced Drawings: Referenced Specifications: Attached Drawings: Attached Specifications: Copy to: ❑ Structural Engineer, Tom Swayze ❑ Landscape Architect, Lief McKay ❑ Electrical Engineer, Chris Jose ❑ Civil Engineer, Bob Swanson ❑ Mechanical Engineer, Larry Myrick ❑ ' Lk-� r �Clr1f���uv. S.C. ANDERSON, INC. ROUTING P.M. ADMIN. SUPER CLERK COMMUNITY I PUBLIC SAFETY 1 RECREATION I EDUCATION 1 URBAN SUPER Il_E ARCHITECTS iENGINEERS ILANDSCAPE ARCHITECTS IPLANNERS ISURVEYORS A Calgartia Con>ora9on (Mdrc Maegww y. Ambled NG11VA I Jmry mwow. PE 9]6995, LS 062761 Jen F^eiW. LA929G I UJLLU.tA I I r- 3 2 r, � 1t #1144H 9'-4" B.O. SOFFIT 7#-4t' fM T.O. WALL FACE OF VENEER 6" MAX GAP TO SITE WALL FINISH GRADE SITE WALL FOUNDATION BUILDING FOUNDATION CMU SITE WALL AT BUILDING SCALE: 1/2"=1'41 X tBCi 2 --OL ©2 Q f �r /P,V-)jj %2N J. j /U -% • i rrmde � P1 creating creating environments people enjoy - ARCHITECT'S SUPPLEMENTAL INSTRUCTION a San Luis Obispo -3765 S. Higuera St., Ste. 102, San Luis Obispo, CA 93401 P: (805) 543-1794 1 F: (805) 543-4609 ❑ Oakdale -210 East F Street, Oakdale, CA 95361 \ P: (209) 847-1794 1 F: (209) 847-2511 ❑ Sausalito —10 Liberty Ship Way, #300, Sausalito_ , CA 94965-3312 P: (41 5) 331-8282 1 F: (415) 331-8298 ❑ San Juan Capistrano -31831 Camino Capistrano, Ste. 200, San Juan Capistrano, CA 92675 P: (949) 488-0933 j F: (949) 488-0316 Date: July 9, 2009 A.S.I. No. 28 Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector li From: Mike Scott, Architect RRM Project No.: 1107514 RFI No. - The position of the City Is that the instruction herein... ❑ MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (10) Calendar Days of receipt of this response. ® WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City. an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance with all of the provisions of Section 5-1.20 of this Contract. DESCRIPTION: Clarification of Conduit at Hose Tower 1. See attached clarification sketch of the location of the conduit at the Hose Tower. Referenced Drawings: Referenced Specifications: -Attached Drawings: ASI 028-01 Attached Specifications: Copy to: ❑ Structural Engineer, Tom Swayze ❑ Landscape Architect, Lief McKay ❑ Electrical Engineer, Chris Jose ❑ Civil Engineer, Bob Swans ❑ Mechanical Engineer, Larry Myrick ❑ COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URB) ARCHITECTS I ENGINEERS I LANDSCAPE ARCHITECTS I PLANNERS I SURVEYORS A CaMdnia Cortwra8on I Valor M."&nmy. ArcNMd 0Ct10901 Jerry Mahal, PE 036895. LS M627POrf.#", LAM2844 S.C. ANDERSON, INC. ROUTING P.M. ADMIN. Itis SUPER - --- CLERK SUPER FILE rrmdesigngroup III creating environments people enjoy - ARCHITECT'S SUPPLEMENTAL INSTRUCTION ■ San Luis Obispo -3765 S. Higuera St., Ste. 102, San Luis Obispo, CA 93401 P: (805) 543-1794 1 F: (805) 543-4609 Cl Oakdale -210 East F Street, Oakdale, CA 95361 P: (209) 847-1794 1 F: (209) 847-2511 ❑ Sausalito —10 Liberty Ship Way, #300, Sausalito, CA 94965-3312 P: (415) 331-8282 1 F: (415) 331-8298 LJ San Juan Capistrano -31831 Camino Capistrano, Ste. 200, San Juan Capistrano, CA 92675 P: (949) 488-0933 1 F: (949) 488-0316 Date: July 10, 2009 A.S.I. No. 030 Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector II From: Mike Scott, Architect RRM Project No.: 1107514 RFI No. The position of the City is that the instruction herein... ❑ MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within 00) Calendar Days of receipt of this response. ® WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number. The Contractor shall file the NPC -A form along with the required follow-up documentation In accordance with all of the provisions of Section 5-1.20 of this Contract. DESCRIPTION: Trim at Lobby 1. Install the 1x6 wood trim with no shaped edges. Refer to revised detail 44/A-9.5 for typical edge and revised placement at block per attached exhibit ASI 030-02. 2. Revise detail 24/A-7.3 to install trim per attached exhibit ASI 030-01. Revise trim at south elevation of lobby per revised detail 44/A-9.5 per attached exhibit ASI 030-02. Referenced Drawings: A-7.3, A-9.5 Referenced Specifications-, Attached Drawings: ASI 030-01, ASI 030-02 Attached Specifications: Copy to: ❑ Structural Engineer, Tom Swayze ❑ Landscape Architect, Lief McKay ❑ Electrical Engineer, Chris Jose ❑ Civil Engineer, Bob Swanson ❑ Mechanical Engineer, Larry Myrick ❑ S.C. ANDERSON, INC. ROUTING P.M, ADMIN. COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URBAN SUPER CLERK ARCHITECTS I ENGINEERS I LANDSCAPE ARCHITECTS I PLANNERS I SURVEYORS �,60�amta Corpwalionluulor Mor;�gomery, ArdWeotMCN69oIJetry Mahaet, PE 036695. LS M62/fi lJen Ferbe6lAM2844 SUPER FILE zz— 1" 1: xT IZA rrraeingrt creating environments people enjoy" �1� Sveh ilipuNt 3t, 91a. iaz, SanLuk t>� cAe449t P✓ (eos) 54317911 Ps (eos) 64biQ69 I rnMarar,4nndalprlam 11�iad,Oer�MriiNibhlMMdf61tOMIMIM'MiWl1lXAMM�ti11L,iIMASlw1Ai71ii v City of Bakersfield Sheer No. TYP Fire .14 By JB . S102 Checked MS By J.B. Date 07/09/09 TOWER LOCATION Job No. 1107514 EXHIBIT ASI 028-01 Scale 9-25-0S MLS 2t102f302\('iz TA l.S�5�O E._BASE INIERIOR IAfALL FINISH CMU WALL SHAPED 1X6 FINISH GRACE TRIM, �T: INLD. ;:ITACH 'r�!/' MAh `ARY SCREWS), DLUG HOLES A N D S1 /At IN. OPFN NG TO K-_ SAVE HE ,7 ,0 i"RLI EN -:R,- R",OM ` X F '� Ff GREE. D' u S IAL l ATTACH W MASONRY SCRE;qS. J0 WOOD TRIM 1 1,/9" mr-nAtesigrigroup III creating environments people enjoy" 3765 Sattlt Hipp SL, Ste. 10Z San Luh Obispo, CA 93401 P: (606) 543.17941 F: (605) 54346091 www.mrt 1s4n.cam AsrM.WQmoa�il�or1ix17nag.AtM47aaS41 iJaOfrRe4lAMMkc 4 rrmdesigngrou creating environments people enjoy - ARCHITECT'S SUPPLEMENTAL INSTRUCTION ■ San Luis Obispo -3765 S. Higuera St., Ste. 102, San Luis Obispo, CA 93401 P: (805) 543-1794 1 F: (805) 543-4609 J Oakdale -210 East F Street, Oakdale, CA 95361 P: (209) 847-1794 ! F: (209) 847-2511 .:i Sausalito —10 Liberty Ship Way, #300, Sausalito, CA 94965-3312 P: (415) 331--8282 1 F: (415) 331-8298 J San Juan Capistrano -31831 Camino Capistrano, Ste. 200, San Juan Capistrano, CA 92675 P: (949) 488-0933 ! F: (949) 488-0316 Date: July 10, 2009 Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector II From: Mike Scott, Architect RRM Project No.: 1107514 RFI No. - The position of the City is that the instruction herein... ❑ MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (10) Calendar Days of receipt of this response. ® WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance with all of the provisions of Section 5-1.20 of this Contract. DESCRIPTION: Adjusted footing at wash down canopy Because the contractor installed the canopy as though it rested on a flat surface, without regard to the slope of the driveway, the following revisions must be made to the footings of the canopy: 1. It is acceptable for Bottom of Structure of Wash Down Canopy to beat 15'-10" min. clr. 2. It is acceptable to vary the depth of the foundation to account for the sloped rear drive per the attached revised detail K/S-3.0. Provide minimum coverage of 3" at all steel rebar and bolts. Top of concrete foundation post base coverage shall be level with adjacent apron. Referenced Drawings: S-3.0 Referenced Specifications: Attached Drawings: ASI 029-01 Attached Specifications: Copy to: ^ . ® S.C. ANDERSON, INC. Structural Engineer, Tom Swayze ❑ Landscape Architect, I jef McKay ROUTING ❑ Electrical Engineer, Chris Jose ❑ Civil Engineer, Bob Swanson ❑ Mechanical Engineer, Larry Myrick ❑ P.M. ADMIN. SUPER CLERK COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URBAN ARCHITECTS I ENGINEERS I LANDSCAPE ARCHITECTS I PLANNERS I SURVEYORS SUPER FILE A CaMomia Corporation I Vidor MonVwwy, An.1Med 0C11090I Jerry Mdwel, PE 036895, LS 062761 Jen Ferber, LA 02844 GYPSUM BOARD 1X6 WOOD TRRM AT DC0 R "8„ ONLY 1X WOOD TRIM HEAD 1 JAMB (SIM.) ) l 1 09-09—:74 M.L.S. 08400 STURERNT—cmu.dwq CEMENT PLASTER SYSTEM 1Ii PER SPEC (STONE VENEER Id WHERE OCCURS' II 1 MMETAL FLASHING WITH DRIP - II LAP BLDG. PAPER O if ' FLASHING - TYP. If --- NALL FRAMING PER STRUC. II, I ELASTOMERIC MEMBRANE Il V I I.AP 12" ALL SIDES lr��lX FIBER CEMENT TRIM METAL FLASHING 1 X FIBER CEMENT -RIM --ALUi�IINUM STOREFRONT SYSTEM STOREFRONT WINDOW EXTERIOR HEAD / JAMB 0 City of Bakersfield Sheet,No. A_9.5i�i TYP SEE PLAN. City of Bakersfield Sheet NO. A-7.3 14 By J.B. K By _ J;B. ..�-�._.Date07/10/09 Atalion 130 � M.�, rre" gro SlnterlaCils Checked M.S. Interior IIs 1107514 creating environments ,people enjoy" I Date 07110/09 Exhibit ASI 30 - 02 ,lob No. Scale 11/2" =1'-0" 1 37�Sos614�eraSL,s4e.,al,SanLulsObMps,cA93491 P:( ) U3,17941 F: (8454340 1 wit*xWesomm Exhibit ASI 30 - 01 � Job No. 1107514 a Date 0711 01 _ Scale 3 ` V-0, BASE R 1" W/ �4"0 HIGH STRENGTH ALL -THREAD RODS )J" EXP JOINT FILLER 1111" NON -SHRINK GROUT PROVIDE LEVELING NUTS 0 BASE R,, TY�, HSS COL s T- FOOTING 2140ts -" ----- MSS 8x8 COL PER PLAN 1 A" . 1X1" _. T1PP . #4��TOTAL 2, EA WAY N PLACE ARLEL'LID UMN ERECTION THUSLY: r=APRON SLAB 6-#6 EA WAY, TOP & BOTTOM "---#4x4'-0", TYP SEE PLAN. SECTION K 3. City of Bakersfield Sheet No - Fir . 14 By mdesigngro�p 5102 Checked Date 0711 01 creating environments people enjoy"' Wash n Opy 11076 14 V05 Sven ftma S4„ W toe, San Lub Ob*, CA "01 P( W)543MIr-(eMN11-MIWAYMMINIIv►00M EXHIBIT ASI 029-01 Job No. Scale 3/4"= 1'- " AOiYcn.+enb.w�+w.r.w+...claou.nrratr�.wu.a�u.rw.,u." ..-. Referenced Drawings: A-3.1 Referenced Specifications: Attached Drawings: Attached Specifications: Copy to: ❑ Structural Engineer, Tom Swayze ❑ Electrical Engineer, Chris Jose ❑ Mechanical Engineer, Larry Myrick ❑ Landscape Architect, Lief McKay ❑ Civil Engineer, Bob Swanson COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I ARCHITECTS IENGINEERS ILANDSCAPE ARCHITECTS IPLANNERS ISURVI ACaMmMa Capm §m 1 WW Ment WM. A 0M8d#C71090I JerrY Michail, PE #36895, LS #62761 Jeff Fem. j,Ntow� 7�onA %,f- S.C. 4 S.C. ANDERSON, INC. ROUTING P.M. ADMIN. 2--5 IB §UPER CLERK 2R SLIPER FILE Referenced Drawings: Detail 51/A-7.1 Referenced Specifications: Attached Drawings: Exhibit ASI 032111-01 - Attached Specifications: Copy to: ❑ Structural Engineer, Tom Swayze ❑ Landscape Architect, Lief McKay ❑ Electrical Engineer, Chris Jose ❑ Civil Engineer, Bob Swanson ❑ Mechanical Engineer, Larry Myrick ❑ S.C. ANDERSON, INC, ROUTING RM, ADMIN, 10 Irl � SUPER„ OLEII SUPER,,- FILE �. COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URBAN ARCHITECTS I ENGINEERS I LANDSCAPE ARCHITECTS I PLANNERS I SURVEYORS A CaFIUna CapvaGon I�§dar Menlgcmcry, Atohled #GY70901 Jerry Midwa:. PE #365, LS #6270 � Jell FeRnx, ¥A#28d4 CEMENT Y rrmdesigngrou Attached Drawings: Attached Specifications: Attached Drawings: Exhibit ASI 035-01 Color Chart Copy to: creating environments people enjoy- rrmdesig n g ro u p VERTICAL TRACK CONTROL creating environments people enjoy - ARCHITECT'S SUPPLEMENTAL INSTRUCTION ❑ ✓� ✓� ❑ Civil Engineer, Bob Swanson ARCHITECT'S SUPPLEMENTAL INSTRUCTION ■ San Luis Obispo -3765 S. Higuera St., Ste. 102, San Luis Obispo, CA 93401 CMU 43 4609I P: (805) 543-1794 I F: (805) 543-4609 �SSan Luis Obispo—.3765 S. Higuera St., Ste, 102, San Luis Obispo, CA 93401 _1 Oakdale --210 East F Street, Oakdale, CA 95361 P: (805) 543-1794 1 F: (805) 543-4609 P; (209) 847-1794 1 F: (209) 847-2511 Oakdale_ 210 East 1 Street, Oal< dal e, (.A 953€;1 _1 Sausalito ---10 Liberty Ship Way, x`300, Sausalito, CA 94965-3312 ': (GiLd ��''"4 i i 09) 847.2S 1 P: (415) 331-8282 I F: (415) 331-8298 ...,I Si3€,t5«lito ;':i € -t l?i'.¥;y Still, `J'Vay, 4`.i1¥t), Sausalito. CA 9496>- 31 • San Juan Capistrano -31831 Camino Capistrano, Ste, 200, San Juan Capistrano, CA 92675 i' (r 1 S) ?: 1 -8282. 1 F, (41 5) 331 .8 2 9 8 P: (949) 488-0933 1 F: (949) 488-0316 4 , 1's 3 %' 1 San 1; (' ,:' i - _ San fC¥<I¥i 1_.<¥ii€..Y¥'ct.1t) :i.> 1 i's.Y33iC'ti i ;Zif.4tCallt). `>t'i:. �):.. '1,i;.la¥¥ ._.�i,t5¥€'.ino, •. 1.i 6 Date: July 14, 2009 A.S.I. No. 031 P. (94a) :88 .. 1933 . ¥ .. ;-19", 488-03 16 Project Name: Bakersfield Station 14 Date: July 16, 2009 (Revised July 20, 2009) A.S.I. No. 032111 { To: Randy Thornburg, Construction Inspector II Project Name: Bakersfield Station 14 From: Mike Scott, Architect To: Mike De La Cruz and Randy Thornburg, Construction Inspector II RRM Project No.: 1107514 RFI No. - From: Mike Scott, Architect The position of the City is that the instruction herein... RRM Project No.: 1107514 RFI No. ® MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (10) Calendar ® MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to ❑ WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (10) Calendar grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Days of receipt of this response. ❑ WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered BEYOND Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI i i with all of the provisions of Section 5-1.20 of this Contract. Number. The Contractor shalt file the NPC -A form along with the required follow-up documentation in accordance DESCRIPTION: Shower Ceiling Height with all of the provisions of Section 5-1.20 of this Contract. DESCRIPTION: Apparatus Bay Door Head 1. Revise the soffit over the shower from 7'-0" to align with the ceiling at 8'-6" in rooms 105, AND GROUND SMOOTH 106 and 108. 1. Refer to attached Exhibit ASI 032R1-01 for revision of detail 51 /A-7.1 to eliminate the a. Extend shower surround to bottom of ceiling. precast concrete and replace it with cement plaster and a control joint to align with the top b. Raise shower head nozzles per owner direction. of the precast concrete beyond. c. Extend shower door to be 12" from ceiling. PLASTER Referenced Drawings: A-3.1 Referenced Specifications: Attached Drawings: Attached Specifications: Copy to: ❑ Structural Engineer, Tom Swayze ❑ Electrical Engineer, Chris Jose ❑ Mechanical Engineer, Larry Myrick ❑ Landscape Architect, Lief McKay ❑ Civil Engineer, Bob Swanson COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I ARCHITECTS IENGINEERS ILANDSCAPE ARCHITECTS IPLANNERS ISURVI ACaMmMa Capm §m 1 WW Ment WM. A 0M8d#C71090I JerrY Michail, PE #36895, LS #62761 Jeff Fem. j,Ntow� 7�onA %,f- S.C. 4 S.C. ANDERSON, INC. ROUTING P.M. ADMIN. 2--5 IB §UPER CLERK 2R SLIPER FILE Referenced Drawings: Detail 51/A-7.1 Referenced Specifications: Attached Drawings: Exhibit ASI 032111-01 - Attached Specifications: Copy to: ❑ Structural Engineer, Tom Swayze ❑ Landscape Architect, Lief McKay ❑ Electrical Engineer, Chris Jose ❑ Civil Engineer, Bob Swanson ❑ Mechanical Engineer, Larry Myrick ❑ S.C. ANDERSON, INC, ROUTING RM, ADMIN, 10 Irl � SUPER„ OLEII SUPER,,- FILE �. COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URBAN ARCHITECTS I ENGINEERS I LANDSCAPE ARCHITECTS I PLANNERS I SURVEYORS A CaFIUna CapvaGon I�§dar Menlgcmcry, Atohled #GY70901 Jerry Midwa:. PE #365, LS #6270 � Jell FeRnx, ¥A#28d4 SECTIONAL OVERHEAD DOOR HEAD Ill/28 --- 7g-MUD rrmdesi n roup rmdesi creating environments people enjoy" ■� creating environments people enjoy - ARCHITECT'S SUPPLEMENTAL INSTRUCTION ■ San Luis Obispo -3765 S. Higuera St., Ste. 102, San Luis Obispo, CA 93401 P: (805) 543.17941 F: (805) 543-4609 a Oakdale -210 East F Street, Oakdale, CA 95361 P: (209) 847-1794 1 F: (209) 847-2Si 1 0 Sausalito —10 Liberty Ship Way, #300, Sausalito, CA 94965-3312 P: (415) 331-8282 1 F: (415) 331-8298 (3 San Juan Capistrano -31831 Camino Capistrano, Ste. 200, San Juan Capi CA 92675 P (949) 488-0933 1 F (949) 488-0316 . N"u�.,r.,�:-` Date: August 24, 2009 A.S.I. No. 034 Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector II From: Mike Scott, Architect RRM Project No.: 1107514 RFI No. The position of the City is that the instruction herein... ❑ MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (10) Calendar Days of receipt of this response. ED WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance with all of the provisions of Section 5-1.20 of this Contract. DESCRIPTION: Vent Hood 1. Revise the vent hood to be a 600 CFM blower unit from a 900 CFM blower unit as identified in Specification Section 11450-2.03. Contractor to verify with manufacturer proper method of removing 300 CFM unit. Contractor to confirm with owner and architect if they propose to use a different hood. Referenced Drawings: CEMENT Y Referenced Specifications: 11450 Residential Equipment Attached Drawings: Attached Specifications: Attached Drawings: Exhibit ASI 035-01 Color Chart Copy to: Attached Specifications: ❑ Structural Engineer, Tom Swayze VERTICAL TRACK CONTROL ❑ Civil Engineer, Bob Swanson ❑ Mechanical Engineer, Larry Myrick ❑ ✓� ✓� ❑ Civil Engineer, Bob Swanson S.C. ANDERSON, INC. JOINT PER CMU ALL P.M. ADMIN._ S SUPERCLERK,,,_._„ SPEC. SUPER — FILE ROUTING P.M. f SUPER CLERK SUPER 00 PRECAST ( , CONC."`" 6„x6"x3/8" ANGLE W/ W/4 BEYOND i i r l >� STUDS @ 16 O.C. STAGGERED CORNER l I i AND GROUND SMOOTH GEMENT SHIM AS REQUIRED. PLASTER f 1 -SYSTEM ) ° SEALANT d 1 41 3 MOUNTING BRACKET SECTIONAL DOOR } , j STEEL ANGLE CAST STONE a VENEER BEYOND DOOR TRACK ¥ BULB WEATHER STRIP EXPANSION JOINT, GRADE CONTINUOUS. ALIGN W/FACE OF WALL 02-0--01 O.M.-A99016\Product\CADfiles\DD\Details\Door-Window\08300-SECORHDR.dwo SECTIONAL OVERHEAD DOOR HEAD Ill/28 --- 7g-MUD rrmdesi n roup rmdesi creating environments people enjoy" ■� creating environments people enjoy - ARCHITECT'S SUPPLEMENTAL INSTRUCTION ■ San Luis Obispo -3765 S. Higuera St., Ste. 102, San Luis Obispo, CA 93401 P: (805) 543.17941 F: (805) 543-4609 a Oakdale -210 East F Street, Oakdale, CA 95361 P: (209) 847-1794 1 F: (209) 847-2Si 1 0 Sausalito —10 Liberty Ship Way, #300, Sausalito, CA 94965-3312 P: (415) 331-8282 1 F: (415) 331-8298 (3 San Juan Capistrano -31831 Camino Capistrano, Ste. 200, San Juan Capi CA 92675 P (949) 488-0933 1 F (949) 488-0316 . N"u�.,r.,�:-` Date: August 24, 2009 A.S.I. No. 034 Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector II From: Mike Scott, Architect RRM Project No.: 1107514 RFI No. The position of the City is that the instruction herein... ❑ MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (10) Calendar Days of receipt of this response. ED WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance with all of the provisions of Section 5-1.20 of this Contract. DESCRIPTION: Vent Hood 1. Revise the vent hood to be a 600 CFM blower unit from a 900 CFM blower unit as identified in Specification Section 11450-2.03. Contractor to verify with manufacturer proper method of removing 300 CFM unit. Contractor to confirm with owner and architect if they propose to use a different hood. Referenced Drawings: Referenced Specifications: 11450 Residential Equipment Attached Drawings: Attached Specifications: Attached Drawings: Exhibit ASI 035-01 Color Chart Copy to: Attached Specifications: ❑ Structural Engineer, Tom Swayze ❑ Landscape Architect, Lief McKay ❑ Electrical Engineer, Chris Jose ❑ Civil Engineer, Bob Swanson ❑ Mechanical Engineer, Larry Myrick ❑ ✓� ✓� ❑ Civil Engineer, Bob Swanson S.C. ANDERSON, INC. ❑ Mechanical Engineer, Larry Myrick ROUTING / P.M. ADMIN._ S SUPERCLERK,,,_._„ SUPER — FILE COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URBAN ARCHITECTS I ENGINEERS I LANDSCAPE ARCHITECTS I PLANNERS I SURVEYORS ACaWw"Cmpma6anl VKWMmt wny.ArtNled#Ci10901Jerry MMIW,PE#36895,LS#62761Jab FwW.1A#2644 ARCHITECT'S SUPPLEMENTAL INSTRUCTION ■ San Luis Obispo -3765 S. Higuera St., Ste. 102, San Luis Obispo, CA 93401 P: (805) 543-1794 1 F: (805) 543-4609 0 Oakdale -210 East F Street, Oakdale, CA 95361 P: (209) 847-1794 1 F: (209) 847-251 1 Cl Sausalito —10 Liberty Ship Way, #300, Sausalito, CA 94965-3312 P: (41 5) 331-8282 1 F: (415) 331-8298 San Juan Capistrano --31831 Camino Capistrano, Ste. 200, San Juan Capistrano, CA 92675 P: (949) 488-0933 1 F (949) 488-0316 "'AW VIIM-„ w _ . sem. , amm nn, Date: August 24, 2009 A.S.I. No. 035 Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector II From: Mike Scott, Architect RRM Project No.: 1107514 RFI No. The position of the City is that the instruction herein... ❑ MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (10) Calendar Days of receipt of this response. I? WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance with all of the provisions of Section 5-1.20 of this Contract. DESCRIPTION: Bollard Color 1. Bollard Color at Generator, Fuel Tank, Gate Sensors and Gate Keypad shall be RAL 8025 per the attached Color Chart - Exhibit ASI 035-01. Referenced Drawings: Referenced Specifications: Attached Drawings: Exhibit ASI 035-01 Color Chart Attached Specifications: Copy to: ❑ Structural Engineer, Tom Swayze ❑ Landscape Architect, Lief McKay ❑ Electrical Engineer, Chris Jose ❑ Civil Engineer, Bob Swanson ❑ Mechanical Engineer, Larry Myrick ❑ / S.C. ANDERSON, INC. ROUTING P.M. ADMIN, SUPER CLERK SUPER FILE COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URBAN ARCHITECTS I ENGINEERS I LANDSCAPE ARCHITECTS I PLANNERS I SURVEYORS A coww aCorymaYmfl vim mcap”, Ammed ociogo I jury Mow, PE 13M5. LS#62761 Jeff Febm, U#2844 �,.O.k I�afr A 5 ( o3unI-o1 rr mdesi n rou g g p creating environments people enj ARCHITECT'S SUPPLEMENTAL INSTRUCTION ■ San Luis Obispo -3765 S. Higuera St., Ste. 102, San Luis Obispo, CA 93401 P: (805) 543-1794 1 F: (805) 543-4609 O Oakdale -210 East F Street, Oakdale, CA 95361 P: (209) 847-1794 1 F: (209) 847-2511 U Sausalito —10 Liberty Ship Way, #300, Sausalito, CA 94965-3312 P: (415) 331-8282 1 F: (415) 331-8298 San Juan Capistrano -31831 Camino Capistrano, Ste. 200, San Juan Capistrano, CA 92 75 P,: (949) 488-0933 1 F (949) 488-0316 .a,-=tk,.o:'W£%.'...,...,'(s^.>.-x.:...,�....,.-h.'+ Date: August 24, 2009 S.I. No. 03 1) Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector II From: Mike Scott, Architect RRM Project No.: 1107514 RFI No. The position of the City is that the instruction herein... ❑ MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directedto produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (10) Calend r Days of receipt of this response. ® WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordant with all of the provisions of Section 5-1.20 of this Contract. DESCRIPTION: Stainless Steel Counter and Sink Dimensions 1. Integral Stainless Steel Sink Size is 15"x15" by 8" deep for each of the two bowls at the Kitchen Sink KS -1 /P-3.2. 2. Revise the return at the dishwasher to be 6" instead of 4" as shown on Detail 34/A-9.4. Referenced Drawings: Detail 34/A-9.4 and Enlarged Plumbing Plans P-3.2 Referenced Specifications: Attached Orawinas: Copy to: ❑ Structural Engineer, Tom Swayze ❑ Electrical Engineer, Chris Jose ❑ Mechanical Engineer, Larry Myrick ❑ Landscape Architect, Lief McKay ❑ Civil Engineer, Bob Swanson S.C. ANDERSON INC. ROUTING PM. _____-1 ADIN. AS SUPER COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URBAN ARCHITECTS I ENGINEERS I LANDSCAPE ARCHITECTS I PLANNERS I SURVEYORS AC"mia Co malionl Ya4m Me4g=my,Ard4led#CitoMlJawy MkhmLPE#36095,LS#62761Jeff Feem.LAS2844 lo�Y•119 s�-iz rrm i IIITmom creating environments peo ARCHITECT'S SUPPLEMENTAL INSTRUCTION ■ San Luis Obispo -3765 S. Higuera St., Ste. 102, San Luis Obispo, CA 93401 P: (805) 543-1794 1 F: (805) 543-4609 ' wl Oakdale -210 East F Street, Oakdale, CA 95361 P: (209) 847-1794 1 F: (209) 847-251 1 i -J Sausalito --10 Liberty Ship Way, #300, Sausalito, CA 94965-3312 P: (41 5) 331.8282 1 F: (415) 331-8298 J) San Juan Capistrano -31831 Camino Capistrano, Ste. 200, San Juan Capistrano, CA 92675 P: (9 49) 488-0933 1 F: (949) 488-0316 Date: September 01, 2009 A.S.I. No. 036 Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector 11 From: Mike Scott, Architect RRM Project No.: 1107514 RFI No. The position of the City is that the instruction herein... ❑ MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (10) Calendar Days of receipt of this response. ® WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (S) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance with all of the provisions of Section 5-1.20 of this Contract. DESCRIPTION: Paint Accent Color 1. Refer to Exhibit ASI 036-01 for revised location of Paint Accent Colors. Referenced Drawings A-7.4 Finish Schedule and Plan Referenced Specifications: Attached Drawings: Exhibit ASI 036-01 Attached Specifications: Copy to: ❑ Structural Engineer, Tom Swayze ❑ Landscape Architect, Lief McKay ❑ Electrical Engineer, Chris Jose ❑ Civil Engineer, Bob Swanson ❑ Mechanical Engineer, Larry Myrick ❑ I I� I f■ ANDERSON, .# ROUTING .. x. iSUPER CLERK— SUPER FILE COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URBAN ARCHITECTS I ENGINEERS I LANDSCAPE ARCHITECTS I PLANNERS I SURVEYORS AC -"ria Com im I Mor WrAgwwy.Ar~MC110901J&WWdmKPE}36895, LS AK2761Jatl Fe,bw, LA02844 rrmdesigngroup III creating environments people enjoy" ARCHITECT'S SUPPLEMENTAL INSTRUCTION ■ San Luis Obispo -3765 S. Higuera St., Ste. 102, San Luis Obispo, CA 93401 P: (805) 543-1794 1 F: (805) 543-4609 • Oakdale -210 East F Street, Oakdale, CA 95361 P: (209) 847-1794 1 F: (209) 847-2511 • Sausalito —10 Liberty Ship Way, #300, Sausalito, CA 949653312 P: (415) 331-8282 1 F: (41 5) 331 8298 J San Juan Capistrano­31831Camino Capistrano, Ste. .200, San Juan Capistrano, CA 92675 P: (949) 488-0933 1 F: (949) 488-0316 Date: September 16, 2009A.S.I. No. 038 Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector 11 From: Mike Scott, Architect RRM Project No.: 1107514 RFI No. The position of the City is that the instruction herein... ® MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (10) Calendar Days of receipt of this response. ❑ WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance with all of the provisions of Section 5-1.20 of this Contract. DESCRIPTION: Vehicle Exhaust System Roof Exhaust Ducts 1. Please revise the vehicle exhaust system roof exhaust ducts per the attached revised Roof Mechanical Plan - Exhibit ASI 038-01. Referenced Drawings: M3.1 A Referenced Specifications: Attached Drawings: Exhibit ASI 038-01 Attached Specifications: Copy to: ❑ Structural Engineer, Tom Swayze ❑ Landscape Architect, Lief McKay ❑ Electrical Engineer, Chris Jose ❑ Civil Engineer, Bob Swanson ® Mechanical Engineer, Larry Myrick ❑ COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URBAN ARCHITECTS I ENGINEERS I LANDSCAPE ARCHITECTS I PLANNERS I SURVEYORS A Ca1bM1aC-p-aknl Victor MW9nu"y.MUibd1Ci1098 I Je"y A6cAad, PEr Ls I JAFee.. lAt2844 S.C. ANDERSON, INC. ROUTING P.M. ADMIN. P-5 SUPER CLERK SUPER FILE lrlll�Il�t�3l•�G�/��1�:. z _ OI�T S; 100 Cross �IllrJ■ItE�aa�rll0lt®i►,. (1) REFER TO REFLECTED CEILNG PLAN FOR COLING HEIGHT AND MATERIAL San Luis Obispo, CA 93401, (2) PROVIDE GROUT TO FILL All CONTROL JOINTS AT POLISHED AND SEALED CONCRETE OFF: (805) 544-4269 M17© (3) REFER OL12/A-9.4 FFRP WAIN ATTACHMENT. 544-4335,. TIGAJIICAL illi "� �IEIAi�A[IL (4) REFER INTERIOR ELEVATIONS FOR TLE WAINSCOT LOCATIONS OF PATTERN. SUPPLEMENTAL INSTRUCTION . A' SHOWER -REFER 1 ■ San Luis Obispo -3765 S. Higuera St., Ste. 102, San Luis Obispo, CA 93401 U DER ALL FlAOR COVERINGS.FACE (6) PROTIDE CONCRETE SEALERENCLOSURE. L- — ^. --- .-_.- — � — � (7) Ba TO WRAP IGOE COW UNDER SINKS AND AT TRASH LOCATION. ®IF?i�E�"R i. LIQ sICI "lam •.' ,1s 12"0 VES DUCT UP THRU PLATFORt WALL CAP <S> VES FAN ROTATE FAN TO BE HORIZONTAL DISCHARGE n� vI�' v 1= F — 1R, AREA OF COLORED CONCRETE INCLUDES CONTROL JOINTS AT ALL EDGES O Q-1 '1 Yx"r y ODS -102 ._ _.. BOOR SECTION) ----------------(E) SI LE NCER — TURN DUCT UP WITH LONG�-, ' RADIUS ELBOW TERMINATE A : _y MINIMUM OF 36" ABOVE THE ROOF 'WITH (E)RAINCA ` --ROOF ACCESS DRYER VENT i - -------WALL CAP i ' V -J yv —EF -1230 EF -119.1 <EF -119.1 , 3 EF°-1Tf3 MECHANICAL ROOF PLAN SCALE: 1/8"=1"-0" Brummel, A l rick & Associates mechanical engineering z _ OI�T S; 100 Cross St,, Suite 204 (1) REFER TO REFLECTED CEILNG PLAN FOR COLING HEIGHT AND MATERIAL San Luis Obispo, CA 93401, (2) PROVIDE GROUT TO FILL All CONTROL JOINTS AT POLISHED AND SEALED CONCRETE OFF: (805) 544-4269 M17© (3) REFER OL12/A-9.4 FFRP WAIN ATTACHMENT. 544-4335,. TIGAJIICAL BMA JOB (4) REFER INTERIOR ELEVATIONS FOR TLE WAINSCOT LOCATIONS OF PATTERN. SUPPLEMENTAL INSTRUCTION A' SHOWER -REFER 1 ■ San Luis Obispo -3765 S. Higuera St., Ste. 102, San Luis Obispo, CA 93401 U DER ALL FlAOR COVERINGS.FACE (6) PROTIDE CONCRETE SEALERENCLOSURE. L- — ^. --- .-_.- — � — � (7) Ba TO WRAP IGOE COW UNDER SINKS AND AT TRASH LOCATION. i. Oal<dale...210 East F Street, Oakdale, CA 9536 (8) GYPSUM BOARD OVER FLIT 2X SO FURRING AT GBMAS P: (209) 847-1794 1 F: (209) 8472-511 1 Sausalito —10 I.Jberty Ship Way, X300, Sawa itcY, CA 9496S-3312 - I (9) GYPSUM BOARD OVER FULL 4" STUD FURRING AT GE14AS S ..i San Juan Capistrano_ 31831 Camino Capistrano, Ste- 200, Sari 'uan Capistrano, CA 92675 P: (949) 488-0933 1 F: (949) 488-()316 Date: (10) PROVIDE IX6 WOOD FINISH GRADE TRIM AT ALL EDGES AND PER INTERIOR ElPATIONS ;API September 3, 2009 A.S.I. No. 037 I RY INCLUDES ALL POSE SIDES OF DRINKING FOUNIAIN RECESS. (11) BURNISHED YASONEX GENERAL NOTES. —J 1 ✓ I (A) REFER TO DUAL 33/A-9 5 FOR BASE TRANSITIONS AT CABINETS - AI I LOCATIONS } ° I (B) REFER TO DETAIL 14/0A FOR TLE WAINSCOT. I; L----------------1 t I /N, i J yt c 3 1 I ( Pw � I I NOTE: - ) CONTROL JOINTS SHOWN CONSIST OF STRUCTURAL REQUIRED 1 JOINTS PLUS ADDITIONAL JOINTS FOR FLOOR PATTERN. FILL ALL — — —^ — — — CONTROL JOINTS W/ GROUT. _ L = - -- -- - ...,. _. ,- .- ,1s 12"0 VES DUCT UP THRU PLATFORt WALL CAP <S> VES FAN ROTATE FAN TO BE HORIZONTAL DISCHARGE n� vI�' v 1= F — 1R, AREA OF COLORED CONCRETE INCLUDES CONTROL JOINTS AT ALL EDGES O Q-1 '1 Yx"r y ODS -102 ._ _.. BOOR SECTION) ----------------(E) SI LE NCER — TURN DUCT UP WITH LONG�-, ' RADIUS ELBOW TERMINATE A : _y MINIMUM OF 36" ABOVE THE ROOF 'WITH (E)RAINCA ` --ROOF ACCESS DRYER VENT i - -------WALL CAP i ' V -J yv —EF -1230 EF -119.1 <EF -119.1 , 3 EF°-1Tf3 MECHANICAL ROOF PLAN SCALE: 1/8"=1"-0" Brummel, A l rick & Associates mechanical engineering z _ 100 Cross St,, Suite 204 KEITH B4VWMEL San Luis Obispo, CA 93401, EXP 0360 OFF: (805) 544-4269 M17© FAX:(805) 544-4335,. TIGAJIICAL BMA JOB #07-163ir.,� SUPPLEMENTAL INSTRUCTION rrmdesigngr01JD 11 creating environments people enjoy' 3765 South Higuera SL, Ste. 102, San Luis Obispo, CA 93401 P: (9(16) 64317941 F: (805) 543-46091 wwwindesign,mn \ Acs"d,o"p I IWW iaAW". k"M#Ci%MIJwyWW. ate 6MK L.#NMI Mf,LA A2944 VEF DISCHARGE REVISION I Sheet No.; M3.1A By wC Checked OS BAKERSFIELD FIRE STATION NO. 14Date 9/15/09 I MECHANICAL ,lob Mo. 1107514, RO i ExNl6ir A51039-0( 1 Scale - 118"=1'-0" _ w_ -.,._._-...- --_ -- Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector 11 From: Mike Scott, Architect RRM Project No.: 1107514 RFI No. The position of the City is that the instruction herein... ❑ MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (110) Calendar Days of receipt of this response. ( WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASl Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance with all of the provisions of Section 5-1.20 of this Contract. DESCRIPTION: Cement Plaster Cure Time 1. It is acceptable to revise the required cure time for the base and leveling coat prior to installation of finish coat from 28 days to 21 days as identified in specification section 09220-3.06-B.1 Referenced Drawings: Referenced Specifications: Section 09220-3.06-8.1 Attached Drawings: Attached Specifications: Copy to: El Structural Structural Engineer, Tom Swayze ❑ Landscape Architect, Lief McKay ❑ Electrical Engineer, Chris Jose ❑ Civil Engineer, Bob Swanson ❑ Mechanical, Engineer, Larry Myrick ❑ S.C. ANDERSON, INC. ROUTING P.M. ADMIN. 112-r SUPER CLERK COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URBAN SUPER FILE ARCHITECTS I ENGINEERS I LANDSCAPE ARCHITECTS I PLANNERS I SURVEYORS A Cahf-ria C -p -alien IV.1. Mwg- y, kch4ed0Ci1W0I J%gMd,ael, PE 036895, LS 0&2761 Je0 Felber, IA APB" ARCHITECT'S SUPPLEMENTAL INSTRUCTION ■ San Luis Obispo -3765 S. Higuera St., Ste. 102, San Luis Obispo, CA 93401 P: (805) 543-1794 1 F: (805) 543-4609 Oakdale -210 East F Street, Oakdale, CA 95361 P: (209) 847-1794 1 F: (209) 847-2511 • Sausalito —10 Liberty Ship Way, #300, Sausalito, CA 94965-3312 P: (415) 331-8282 1 F: (415) 331-8298 • San Juan Capistrano -31831 Camino Capistrano, Ste. 200, San Juan Capistrano, CA 92675 P: (949) 488-0933 1 F (949) 488-0316 Date: October 02, 2009 A.S.I. No. 039 Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector 11 From: Mike Scott, Architect RRM Project No.: 1107514 RFI No. - The position of the City is that the instruction herein... ® MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (10) Calendar Days of receipt of this response. ❑ WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance with all of the provisions of Section 5-1.20 of this Contract. DESCRIPTION: Locker Offset Mount 1. At Locker 13, 14 and 15 please add a continuous 4"x4"xl /8" tube steel with lengthened anchor to the metal locker mount to allow plumbing vent piping to continue up the wall behind the lockers - Refer to Exhibit ASI 039-01 for typical detail to apply to top and bottom of lockers. Referenced Drawings: A-9.5 Referenced Specifications` Attached DrawiNL.. Exhibit ASI 039-01 Attached Specifications: Copy to: ❑ Structural Engineer, Tom Swayze ❑ Landscape Architect, Lief McKay /14 ❑ Electrical Engineer, Chris Jose ❑ Civil Engineer, Bob Swanson �;�,,S '14�\5 ❑ Mechanical Engineer, Larry Myrick, ❑ S.C. A DERSON, INC. ROUTING FNM. _- ADMIN. �S COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URBAN CLERK_ARCHITECTS I ENGINEERS I LANDSCAPE ARCHITECTS I PLANNERS I SURVEYORS SUPEC�1-_w µ A CAVM C-Walbn I Md" MWOOMW Afdiled /C110901 J"ry Wdwet PE 036895. LS 862761 At Febm, LA62944 SUPER FILE I TURNOUT LOCKER FRAME ATTACHMENT CLIP BY TURNOUT LOCKER MANUFACTURER EPDXY ANCHOR OR EXPANSION ANCHOR CONTINUOUS 4"X4"X8" TUBE STEEL WITH CAPPED ENDS. PAINT TO MATCH WALL. LOCKER OFFSET MOUNT z _ , r esigngroup creating environments people enjoy - ARCHITECT'S SUPPLEMENTAL INSTRUCTION ■ San Luis Obispo -3765 S. Higuera St., Ste. 102, San Luis Obispo, CA 93401 P: (805) 543-1794 1 F: (805) 543-4609 i. Oal<dale...210 East F Street, Oakdale, CA 9536 P: (209) 847-1794 1 F: (209) 8472-511 1 Sausalito —10 I.Jberty Ship Way, X300, Sawa itcY, CA 9496S-3312 :015) 331-8282 1 r: (41 S) 331-8298 S ..i San Juan Capistrano_ 31831 Camino Capistrano, Ste- 200, Sari 'uan Capistrano, CA 92675 P: (949) 488-0933 1 F: (949) 488-()316 Date: September 3, 2009 A.S.I. No. 037 Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector 11 From: Mike Scott, Architect RRM Project No.: 1107514 RFI No. The position of the City is that the instruction herein... ❑ MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (110) Calendar Days of receipt of this response. ( WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASl Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance with all of the provisions of Section 5-1.20 of this Contract. DESCRIPTION: Cement Plaster Cure Time 1. It is acceptable to revise the required cure time for the base and leveling coat prior to installation of finish coat from 28 days to 21 days as identified in specification section 09220-3.06-B.1 Referenced Drawings: Referenced Specifications: Section 09220-3.06-8.1 Attached Drawings: Attached Specifications: Copy to: El Structural Structural Engineer, Tom Swayze ❑ Landscape Architect, Lief McKay ❑ Electrical Engineer, Chris Jose ❑ Civil Engineer, Bob Swanson ❑ Mechanical, Engineer, Larry Myrick ❑ S.C. ANDERSON, INC. ROUTING P.M. ADMIN. 112-r SUPER CLERK COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URBAN SUPER FILE ARCHITECTS I ENGINEERS I LANDSCAPE ARCHITECTS I PLANNERS I SURVEYORS A Cahf-ria C -p -alien IV.1. Mwg- y, kch4ed0Ci1W0I J%gMd,ael, PE 036895, LS 0&2761 Je0 Felber, IA APB" ARCHITECT'S SUPPLEMENTAL INSTRUCTION ■ San Luis Obispo -3765 S. Higuera St., Ste. 102, San Luis Obispo, CA 93401 P: (805) 543-1794 1 F: (805) 543-4609 Oakdale -210 East F Street, Oakdale, CA 95361 P: (209) 847-1794 1 F: (209) 847-2511 • Sausalito —10 Liberty Ship Way, #300, Sausalito, CA 94965-3312 P: (415) 331-8282 1 F: (415) 331-8298 • San Juan Capistrano -31831 Camino Capistrano, Ste. 200, San Juan Capistrano, CA 92675 P: (949) 488-0933 1 F (949) 488-0316 Date: October 02, 2009 A.S.I. No. 039 Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector 11 From: Mike Scott, Architect RRM Project No.: 1107514 RFI No. - The position of the City is that the instruction herein... ® MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (10) Calendar Days of receipt of this response. ❑ WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance with all of the provisions of Section 5-1.20 of this Contract. DESCRIPTION: Locker Offset Mount 1. At Locker 13, 14 and 15 please add a continuous 4"x4"xl /8" tube steel with lengthened anchor to the metal locker mount to allow plumbing vent piping to continue up the wall behind the lockers - Refer to Exhibit ASI 039-01 for typical detail to apply to top and bottom of lockers. Referenced Drawings: A-9.5 Referenced Specifications` Attached DrawiNL.. Exhibit ASI 039-01 Attached Specifications: Copy to: ❑ Structural Engineer, Tom Swayze ❑ Landscape Architect, Lief McKay /14 ❑ Electrical Engineer, Chris Jose ❑ Civil Engineer, Bob Swanson �;�,,S '14�\5 ❑ Mechanical Engineer, Larry Myrick, ❑ S.C. A DERSON, INC. ROUTING FNM. _- ADMIN. �S COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URBAN CLERK_ARCHITECTS I ENGINEERS I LANDSCAPE ARCHITECTS I PLANNERS I SURVEYORS SUPEC�1-_w µ A CAVM C-Walbn I Md" MWOOMW Afdiled /C110901 J"ry Wdwet PE 036895. LS 862761 At Febm, LA62944 SUPER FILE I TURNOUT LOCKER FRAME ATTACHMENT CLIP BY TURNOUT LOCKER MANUFACTURER EPDXY ANCHOR OR EXPANSION ANCHOR CONTINUOUS 4"X4"X8" TUBE STEEL WITH CAPPED ENDS. PAINT TO MATCH WALL. LOCKER OFFSET MOUNT 3 bir X51 'li9 —ol S =13 rourrmdesigng p iki creating environments people enjoy - ARCHITECT'S SUPPLEMENTAL INSTRUCTION 0 San Luis Obispo -3765 S. Higuera St., Ste. 102, San Luis Obispo, CA 93401 P: (805) 543-1794 1 F: (805) 543-4609 Oakdale -210 East F Street, Oakdale, CA 95361 P: (209) 847-1794 1 F: (209) 847-2511 J Sausalito -10 Liberty Ship Way, #300, Sausalito, CA 94965-3312 P:(415)331-8282 I F:(415)331-8298 J San Juan Capistrano -31831 Camino Capistrano, Ste. 200, San Juan Capistrano, CA 92675 P (949) 488-0933 1 F: (949) 488-0316 Date: October 02, 2009 A.S.I. No. 040 Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector 11 From: Mike Scott, Architect RRM Project No.: 1107514 RFI No. The position of the City is that the instruction herein... ® MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (10) Calendar Days of receipt of this response. ❑ WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance with all of the provisions of Section 5-1.20 of this Contract DESCRIPTION: Flag Pole Light 1. Relocate flag pole light into planter area as shown on Exhibit ASI 040-01. 2. Provide Concrete Base per Exhibit ASI 040-02. 3. Substituted station mount is too high. Return to manufacturer and provide "Flush Junction Box" per Exhibit ASI 040-02 and Exhibit ASI 040-03. Referenced Drawings: E-2.0, E-5.3 Referenced Specifications: Attached Drawings: - Exhibit ASI 040-01, 02 and 03 Attached Specifications: Copy to: ❑ Structural Engineer, Tom Swayze ❑ Landscape Architect, Lief McKay ® Electrical Engineer, Chris Jose ❑ Civil Engineer, Bob Swanson / ❑ Mechanical Engineer, Larry Myrick ❑ ' a .. ANDERSON, INC. r ROUTING PM. ADMIN. - U COMMUNITY (PUBLIC SAFETY I RECREATION I EDUC�JOff URBAN�ISUPE E C �` "" ARCHITECTS I ENGINEERS I LANDSCAPE ARCHITECTS I PLANNEYORSn -T^- fmr4aCor ma00nIYRJm Monlpmomy.Arrdiled4C11090 to Mkhad, PE 436695, LS 06LA 4y{ FILE � 2y rrmdesigng p rou creating environments people enjoy - ARCHITECT'S SUPPLEMENTAL INSTRUCTION ■ San Luis Obispo -3765 S. Higuera St., Ste. 102, San Luis Obispo, CA 93401 P: (805) 543-1794 1 F: (805) 543-4609 Oalcdale--210 East F Street, Oakdale, CA 95361 P: (209) 8,$7-117941 F: (209) 847--251 1 Sausalito --10 Liberty Ship Way, #300, Sausalito, CA 94965-3312 P: (41 5) 331-8282 1 F; (41 5) 3:311-8298 >"1. San Juan Capistrano, -31831 Camino Capistrano, Ste. 200, San juan Capistrano, CA 92675 P: (949) 488-0933 ; F: (949) 488-0316 Date: October 14, 2009 A.S.I. No. 041 Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector 11 From: Mike Scott, Architect RRM Project No.: 1107514 RFI No - The position of the City is that the Instruction herein... ❑ MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (10) Calendar Days of receipt of this response. ® WILL NOT require any alteration to the total Contract COMPENSATION, and/or TIME and is therefore NOT considered grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance with all of the provisions of Section 5-1.20 of this Contract. DESCRIPTION: Front Entry Paving 1. Revise the grades at the front entry paving as shown on Exhibit ASI 041-01. Referenced Drawings: c-1 Referenced Specifications: Attached Drawings: Exhibit ASI 041-01 Attached Specifications: Copy to: ❑ Structural Engineer, Tom Swayze ❑ Landscape Architect, Lief McKay ❑ Electrical Engineer, Chris Jose ® Civil Engineer, Bob Swanson ❑ Mechanical Engineer, Larry Myrick ❑ ,/,� , , S.C. ANDERSON, INC. ROUTING fi?M. ADMIN.R-5- SUPER CLERK SUPER FILE YW&tWY I PUBLIC SAFSU+RECI�EATION I-EDTION ARCHITECTS IENGINEERS ILANDSCAPE ARCHITECTS IPLANNERSI RVEYORS AC4ilaNa Carpma6m,I> MoMgmnmy, Anialed 4C19D90IJerry AAchael. PE436695,L8462761Jeff Feral, LAM" FIRE STATION F.F.=53.00 (SEE SWEET S2.0 FOR FINISH PAD ELEVATIONS) LANDSCAPE Im LANDSCAPE l G c Q�� 1 " 49 >' � 9 WtrA� STE ®29 GB >'w`N( (D - RESPONSE - - - - - - QB _ '-' APRON ��SSC C ENrA TRY" 6^ jf PLAZA 1 R%8' o ,.i .OB O �" Lk8 a {AOSGAPE M -0.20-%-��_. _ _ -%Cy - _ w -.W _-17=, tv MOUNTAIN VISTA DRIVE N07F RENSED GRADE BREAK 7HROUCH PA 770 AREA TO COMPLY WITH 29 SLOPE ACCESS FROMiQ PARKING AREA TO ENTRY. SCALE: r = to 4. Io s o 10 20 FIRE STATION #14 - le -13-0 WNTOSH AD#1 A�SOCIAns�r I 6d> da ADICKUM 0=2 E 10 13 2001 9*11AM 0(4417 - RWRyFM u 73309 (661) EX -4814 N4 -0P2 FAX /'1 �� / \ / IF -YO I & IT A51 OW- 01) -�j I F1 xTU 4x THE vtsri�i PRO'FAMIL I _ WHA � Pr APPL FAQS N_ofTle. >."Pro_ducts >. Flush Junction Box (_F_3B). �L S J ulic t r 1-/ 1W "' �/ FLUSH JUNCTION BOX (I ") ThO 05 CompactJunction Box mounting is used where -local Poles and Aocessories 'splicing Is`requtne- fora single lighting fixture- The FIA can be coed anti; pad to specified requirements. �'>"`` Sp�aClart Sheets P* 1' } 'Tr 6�04- < Previous Series ion ()B oet> 011DMXPanner Junction Bax (7BA- I t 1 ( Y`) 3B j u FIXTURE TYPE S4 MOUNTING DETAIL S Jan LUIS UDISPO-S /bJ J. Higuera Ji., bre. I UL, Jan LUIS UDISpO, LA J34U I P: (805) 543-1794 1 F: (805) 543-4609 U Oakdale -2 10 East F Street, Oakdale, CA 95361 P: (209) 847. 1794 ; F: (209) 847-251 1 i> Sausalito -- 10 Liberty Ship `,Nay, #300, Sausalito. CA 94965--3312 P: (415) 331-8282 : F: (415) 331 -8298 U San Juan Capistrano --31831 Camino Capistrano, Ste. 200, San Juan Capistrano, CA 92675 P: (949) 488-13933 1 F: (949) 488-0316 Date: October 14, 2009 S.I. No. 042 Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector II From: Mike Scott, Architect RRM Project No.: 1107514 RFI No. The position of the City is that the instruction herein... ® MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within 00) Calendar Days of receipt of this response. ❑ WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance with all of the provisions of Section 5-1.20 of this Contract. DESCRIPTION: Vehicle Security Gate 1. Revise the location of the gate track, adjacent concrete curbs and automatic rolling gate with support posts as shown on Exhibit ASI 042-01. Contractor to verify support su post f dimensions with fabricated gate in field. 2. Verify Gate is constructed for a 31' wide opening with rollers set back 6" from opening. 3. Support post 4x4 xl /4 steel angle as shown in detail 43/A-1.3sim to be attached to CMU site wall with a base plate (2) 5/8" expansion anchors at each support. 16'-10" - 02820.G --- - 05500.8/02820.H -� 02820. B 02751.8 02751.F - SLOPE PER CIVIL 4 02930.4 02820.F -- 05500.6 TYP. 02820.E - ANAUTOMATIC GATE rrraaes, ,�grigroup creating environments people enjoy- 9a64RW4N47nSr.Sc.402.SanLucdtiCAa3401 P.(80.7a131794I F. (805)513Ja091­Wm4e5ge,mm Referenced Drawin s: SIA -1.2 Referenced Specifications: Attached Drawings: Exhibit ASI 042-01 _ Attached Specifications: Copy to: -C c f/,� 7,h..a✓� d�9.� f- ❑ Structural Engineer, Tom Swayze ❑ Landscape Architect, Li!f m&4 ANDERSON, INC. ❑ Electrical Engineer, Chris Jose ❑ Civil Engineer, Bob Swa ison ROUTING ❑ Mechanical Engineer, Larry Myrick ❑ P.M. ADMIN. 9S COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URBAN SUPER CLERK ARCHITECTS I ENGINEERS I LANDSCAPE ARCHITECTS I PLANNERS I SURVEYORS A CaMdNa Corymar-1 W4d Mo"My.Amt&dNCI W ICY MWW, PE MM, LS#62761 Jag FelW LA #2U4 SUPER FILE -_.._.-� 20Og liYt7REt 16'-10" j y � 05500.8 / 08-_.._ ----- 220.H - 02820.8 02751.8 I I 02751.F 1 ! TYP. i -POST WITH ANGLE � 7'-11" 7 -11" SUPPORT, TYP. ----------- - elm- LOPE PER CIVIL qi I �a T I 04220.A TYP. I j 1 j 02820.0 TYP. l 04220.0 TYP. :AO : I 02820.D, _--------- = - 16500.4 i -- - - I 17'-10' - - - 30 SCALE: 1/ ' = 1'4' 5 -- City of Bakersfield �- Sheet?vo. A-21 L FirlS 14 Ms ASl oY2 Checked M.A . AUTDatC 1011409 OMATI„b No, 11075t4 Exhibit ASI 042 - 01 1 Scale ._- 114' =_r -V /Ve I -a I I i *M' -f '7 Rk'ti 'AiiO W 0 , nRf`f7Cfm PA nO FIRE STATION F.F.=53.00 (SEE SWEET S2.0 FOR FINISH PAD ELEVATIONS) LANDSCAPE Im LANDSCAPE l G c Q�� 1 " 49 >' � 9 WtrA� STE ®29 GB >'w`N( (D - RESPONSE - - - - - - QB _ '-' APRON ��SSC C ENrA TRY" 6^ jf PLAZA 1 R%8' o ,.i .OB O �" Lk8 a {AOSGAPE M -0.20-%-��_. _ _ -%Cy - _ w -.W _-17=, tv MOUNTAIN VISTA DRIVE N07F RENSED GRADE BREAK 7HROUCH PA 770 AREA TO COMPLY WITH 29 SLOPE ACCESS FROMiQ PARKING AREA TO ENTRY. SCALE: r = to 4. Io s o 10 20 FIRE STATION #14 - le -13-0 WNTOSH AD#1 A�SOCIAns�r I 6d> da ADICKUM 0=2 E 10 13 2001 9*11AM 0(4417 - RWRyFM u 73309 (661) EX -4814 N4 -0P2 FAX /'1 �� / \ / IF -YO I & IT A51 OW- 01) -�j I F1 xTU 4x THE vtsri�i PRO'FAMIL I _ WHA � Pr APPL FAQS N_ofTle. >."Pro_ducts >. Flush Junction Box (_F_3B). �L S J ulic t r 1-/ 1W "' �/ FLUSH JUNCTION BOX (I ") ThO 05 CompactJunction Box mounting is used where -local Poles and Aocessories 'splicing Is`requtne- fora single lighting fixture- The FIA can be coed anti; pad to specified requirements. �'>"`` Sp�aClart Sheets P* 1' } 'Tr 6�04- < Previous Series ion ()B oet> 011DMXPanner Junction Bax (7BA- I t 1 ( Y`) 3B j u FIXTURE TYPE S4 MOUNTING DETAIL S Jan LUIS UDISPO-S /bJ J. Higuera Ji., bre. I UL, Jan LUIS UDISpO, LA J34U I P: (805) 543-1794 1 F: (805) 543-4609 U Oakdale -2 10 East F Street, Oakdale, CA 95361 P: (209) 847. 1794 ; F: (209) 847-251 1 i> Sausalito -- 10 Liberty Ship `,Nay, #300, Sausalito. CA 94965--3312 P: (415) 331-8282 : F: (415) 331 -8298 U San Juan Capistrano --31831 Camino Capistrano, Ste. 200, San Juan Capistrano, CA 92675 P: (949) 488-13933 1 F: (949) 488-0316 Date: October 14, 2009 S.I. No. 042 Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector II From: Mike Scott, Architect RRM Project No.: 1107514 RFI No. The position of the City is that the instruction herein... ® MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within 00) Calendar Days of receipt of this response. ❑ WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance with all of the provisions of Section 5-1.20 of this Contract. DESCRIPTION: Vehicle Security Gate 1. Revise the location of the gate track, adjacent concrete curbs and automatic rolling gate with support posts as shown on Exhibit ASI 042-01. Contractor to verify support su post f dimensions with fabricated gate in field. 2. Verify Gate is constructed for a 31' wide opening with rollers set back 6" from opening. 3. Support post 4x4 xl /4 steel angle as shown in detail 43/A-1.3sim to be attached to CMU site wall with a base plate (2) 5/8" expansion anchors at each support. 16'-10" - 02820.G --- - 05500.8/02820.H -� 02820. B 02751.8 02751.F - SLOPE PER CIVIL 4 02930.4 02820.F -- 05500.6 TYP. 02820.E - ANAUTOMATIC GATE rrraaes, ,�grigroup creating environments people enjoy- 9a64RW4N47nSr.Sc.402.SanLucdtiCAa3401 P.(80.7a131794I F. (805)513Ja091­Wm4e5ge,mm Referenced Drawin s: SIA -1.2 Referenced Specifications: Attached Drawings: Exhibit ASI 042-01 _ Attached Specifications: Copy to: -C c f/,� 7,h..a✓� d�9.� f- ❑ Structural Engineer, Tom Swayze ❑ Landscape Architect, Li!f m&4 ANDERSON, INC. ❑ Electrical Engineer, Chris Jose ❑ Civil Engineer, Bob Swa ison ROUTING ❑ Mechanical Engineer, Larry Myrick ❑ P.M. ADMIN. 9S COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URBAN SUPER CLERK ARCHITECTS I ENGINEERS I LANDSCAPE ARCHITECTS I PLANNERS I SURVEYORS A CaMdNa Corymar-1 W4d Mo"My.Amt&dNCI W ICY MWW, PE MM, LS#62761 Jag FelW LA #2U4 SUPER FILE -_.._.-� 20Og liYt7REt 16'-10" j y � 05500.8 / 08-_.._ ----- 220.H - 02820.8 02751.8 I I 02751.F 1 ! TYP. i -POST WITH ANGLE � 7'-11" 7 -11" SUPPORT, TYP. ----------- - elm- LOPE PER CIVIL qi I �a T I 04220.A TYP. I j 1 j 02820.0 TYP. l 04220.0 TYP. :AO : I 02820.D, _--------- = - 16500.4 i -- - - I 17'-10' - - - 30 SCALE: 1/ ' = 1'4' 5 -- City of Bakersfield �- Sheet?vo. A-21 L FirlS 14 Ms ASl oY2 Checked M.A . AUTDatC 1011409 OMATI„b No, 11075t4 Exhibit ASI 042 - 01 1 Scale ._- 114' =_r -V /Ve I -a I I i *M' -f '7 �rrm�des�ign�op�� creating environments people enjoy ARCHITECT'S SUPPLEMENTAL INSTRUCTION ■ San Luis Obispo -3765 S. Higuera St., Ste. 102, San Luis Obispo, CA 93401 P: (805) 543-1794 1 F: (805) 543-4609 ❑ Oakdale -210 East F Street, Oakdale, CA 95361 P: (209) 847-1794 1 F: (209) 847-2511 ❑ Sausalito —10 Liberty Ship Way, #300, Sausalito, CA 94965-3312 P:(415)331-8282 1 F:(415)331-8298 ❑ San Juan Capistrano -31831 Camino Capistrano, Ste. 200, San Juan Capistrano, CA 92675 P: (949) 488-0933 1 F: (949) 488-0316 Date: November 05, 2009 A.S.I. No. 043 Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector II From: Mike Scott, Architect RRM Project No.: 1107514 RFI No. The position of the City is that the instruction herein... ® MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (10) Calendar Days of receipt of this response. ❑ WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance with all of the provisions of Section 5-1.20 of this Contract. DESCRIPTION: Shade Canopy Extension to Roof (Refer to Exhibit ASI 043-01) 1. Extend the metal decking of the shade canopy to meet the fascia of the adjacent roof. 2. Rest the decking on a steel angle attached to the fascia. 3. Extend the metal decking over the existing shade canopy decking past the structural W11 8x35 shade canopy support beam and attach to metal canopy per Exhibit ASI 043-01. 4. The metal decking is to match the 1 1/2" metal roof deck of shade canopy in size, shape and finishes. 5. Remove the gutters between gridiines 2 and 3 to 2" outside of edge of wash down canopy for a seismic separation; cap the exposed ends of the gutters. Provide a galvanized metal diverter on roof to guide water away from 2" wide gap of gutters and canopy attachment. Paint to match roof. ✓;*Q."5 L(p�S S.C. ANDERSON, INC. ROUTING P, M. ADMIN. COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URBAN SUPER _. CLERK ! ARCHITECTS I ENGINEERS I LANDSCAPE ARCHITECTS I PLANNERS I SURVEYORS ACW-J. CoWaion help Mvigpmy, kdiwd#C1logo I deny Mind W. PE Y3M.LS 06V6 I deM Ferber, LA920M SUPER FILE ., rrmdesigngroup creating environments people enjoy - ARCHITECT'S SUPPLEMENTAL INSTRUCTION ■ San Luis Obispo -3765 S. Higuera St., Ste. 102, San Luis Obispo„ CA 93401 P, (905) 5.43-1794 1 F: (805) 543-4609 J Oakdale --21' CA 95 5 $i l ,Jamraiito ` !0 Libeir' Sh—,o Way,;6t)0' Sa;usalfto' CA 94955-13':l' P: (415) 331-8) n2 • t a i a 3:z1-8290 ❑ Sari Joao t aplstra e 31831 C trlir a CIpigjtapo, Ste, L17tj, san Juan Caip!agano. CA 92675 P, 188 09,33 e f. (949) 488-03 16 Date: October 27, 2009 A.S.I. No. Q44 Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector 11 From: Mike Scott, Architect RRM Project No.: 1107514 RFI No. The position of the City is that the instruction herein... ® MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (10) Calendar Days of receipt of this response. ❑ WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered grounds for a Contract Change Order. if the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance with all of the provisions of Section 5-1.20 of this Contract. DESCRIPTION: Dedication Plaque Stone 1. Relocated dedication plaque to be centered on the stone covered wall on grid line 4 at the exterior of Door 01, opposite the Call Box and Door Bell Intercom. 2. Provide a Custom sized stone to mount the dedication plaque on to match the stone placed in the wall for the Call Box and Door Bell Intercom. Dedication plaque is 24"x30". Refer to attached Exhibit ASI 044-01. Referenced Drawings: Partial Elevation 3/A-5.2 Referenced Specifications: Attached Drawings: Exhibit ASI 044-01 Attached S ecifications: Copy to: ❑ Structural Engineer, Tom Swayze ❑ Landscape Architect, Lief McKay ❑ Electrical Engineer, Chris Jose F-1Civil Engineer, Bob Swanson t ;Cg/i) p ❑ Mechanical Engineer, Larry Myrick ❑ S.C. ANDERSON, INC. ROUTING P.M. ADMIN. COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION 1 URBAN SUPER CLERK ARCHITECTS I ENGINEERS I LANDSCAPE ARCHIT ECTS I PLANNERS I SURVEYORS ACeibmia Corypalionl pMpi9p' Y•a'hlecIMC1109MI Y � .PEX36M65•LS p62761 Jatl Felber, lAM1649 ISUPER FILE � tt rrmdesi roup creating environments people enjoy" ARCHITECTS SUPPLEMENTAL INSTRUCTIONS Bakersfield Fire Station No. 5 Page 2 Referenced Drawings: 32/A-9:1, 1 A� 6.1 Referenced Specifications: Attached Drawings: Exhibit ASI 043-01 Attached Specific tions: Copy to: ® Structural Engineer, Tom Swayze ❑ Landscape Architect, Lief McKay ❑ Electrical Engineer, Chris Jose ❑ Civil Engineer, Bob Swanson ❑ Mechanical Engineer, Larry Myrick ❑ EQ. � EQ. STONE PANEL TO ,--- MATCH 04700.0 F °T PLAQUE 1" SIDES ._- )77 0�� air ASi oyY-vl ROOFING r/­­rEW GALVANIZED METAL FLASHING. NEW TTACH TO GUTTER FLASHING ATTACHMENT. AINT TO MATCH METAL DECK. METAL DECK TO MATCH EXISTING. ATTACH TO EXISTING METAL OOF CANOPY TO MATCH EXISTING REQUIREMENTS.I / - 2'-0* MIK EXISTING SHADE CANOPY W 18X35 SUPPORT 4"X6"X4" GALVANIZED STEEL BENT PLATE. ATTACH TO FASCIA WITH #10 WOOD SCREWS AT 6" O.C. PROVIDE 4" LONG r THICK PLATE WELDED TO THE ANGLE 2" ABOVE THE BEND TO CREATE A SLOT FOR THE METAL DECK TO REST IN. 0 �9� City of Bakersfield Sheer No. A-6.1 rrmdesigngroup FI �64re Sla 14 BY MS Checked MA creating environments people enjoy"' � nate 11/06% SHADE CANOPYTTACHMENT Job No. 1107514 Exhibit ASI 043-01 •arra,.".,wrru..r,a"a"n�q+wwr.aar.u�ntrr.�uew Scale V - T-" J i rrmde lsls -n ro creating envi onm nts people enjoy - ARCHITECT'S SUPPLEMENTAL INSTRUCTION ■ San Luis Obispo -3765 S. Higuera St., Ste. 102, San Luis Obispo, CA 93401 P: (805) 543-1794 1 F: (805) 543-4609 ❑ Oakdale -210 East F Street, Oakdale, CA 95361 P: (209) 847-1794 1 F: (209) 847-2511 ❑ Sausalito -10 Liberty Ship Way, #300, Sausalito, CA 94965-3312 P: (415) 331-8282 1 F: (415) 331-8298 ❑ San Juan Capistrano -31831 Camino Capistrano, Ste. 200, San Juan Capistrano, CA 92675 P: (949) 488-0933 1 F: (949) 488-0316 MOM Date: November 11, 2009 A.S.I. No. 045 Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector II From: Mike Scott, Architect RRM Project No.: 1107514 RFI No. - The position of the City is that the instruction herein... ® MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within 00) Calendar Days of receipt of this response. ❑ WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance with all of the,provisions of Section 5-1.20 of this Contract. DESCRIPTION: Concrete pad at Hose Tower Control 1. Provide a concrete pad at the control for the hose tower per the attached Exhibit ASI 045- 01. 2. Revise the landscape and irrigation per the attached Exhibits ASI 045-02 and 03 Referenced Drawings: Enlarged Site Plan A-1.2 Referenced Specifications: Attached Drawings: Exhibit ASI 045-01, 02 and 03 _ Attached Specifications: Copy to: ❑ Structural Engineer, Tom Swayze ❑ Landscape Architect, Lief McKay ❑ Electrical Engineer, Chris Jose ❑ Civil Engineer, Bob Swanson / I-1 Mechanical Enaineer. Larry Mvrick ❑ A.,,• COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URBAN ARCHITECTS I ENGINEERS I LANDSCAPE ARCHITECTS I PLANNERS I SURVEYORS ACalfomie Cm-ka IV -W V"igway, AAMW#C11096 I Jeay Mod. PE 036895, LS 462761 JO Fed,a, LA 42844 ANDERSON, ROUTING • ;# SUPER CLERK SUPER FILE rrmdesigngroupIN creating environments people enjoy' ARCHITECT'S SUPPLEMENTAL INSTRUCTION ■ San Luis Obispo -3765 S. Higuera St., Ste. 102, San Luis Obispo, CA 93401 P: (805) 543-1794 1 F: (805) 543-4609 i ❑ Oakdale -210 East F Street, Oakdale, CA 95361 P: (209) 847-1794 1 F: (209) 847-2511 ❑ Sausalito -10 Liberty Ship Way, #300, Sausalito, CA 94965-3312 P: (41 5) 331-8282 1 F: (415) 331-8298 ❑ San Juan Capistrano -31831 Camino Capistrano, Ste. 200, San Juan Capistrano, CA 92675 P: (949) 488-0933 1 F: (949) 488-0316 9�P>`!i"`r•it11f,4�i�'`':"S>rsr='rs��-,Ri�"�,..��'`�,�:`':�� '<."' 'zb,;a..r.: Date: November 11, 2009 A.S.I. No. 046 Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector II From: Mike Scott, Architect RRM Project No.: 1107514 RFI No. - The position of the City Is that the Instruction herein... ® MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (10) Calendar Days of receipt of this response. ❑ WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance with all of the provisions of Section 5-1.20 of this Contract. DESCRIPTION: Sinks 1. Revise the floor sink MS -1 in janitor 121 to the TSBC 1611 to be 32" square by Fiat per attached revised plumbing fixture schedule. Salvage existing sink to owner. 2. Revise the S-2 sink at the Shop in the Apparatus Bay to be Enameled Cast Iron with Chicago faucet per attached revised plumbing fixture schedule. Salvage existing sink to owner. Referenced Drawings: Plumbing Floor Plan P-3.1 Referenced Specifications: Attached Drawings: Exhibit ASI 046-01 Attached Specifications: Copy to: ❑ Structural Engineer, Tom Swayze ❑ Landscape Architect, Lief McKay ❑ Electrical Engineer, Chris Jose ❑ Civil Engineer, Bob Swanson ® Mechanical Engineer, Larry Myrick ❑ 46 S.C. ANDERSON, INC. ROUTING P.M. ADMIN. COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URBAN SUPER CLERK ARCHITECTS I ENGINEERS I LANDSCAPE ARCHITECTS I PLANNERS I SURVEYORS A CWW" CaMaem IVida Ma pwy,kdkd4CI1090IJerry WA.M. PE 4176695, LS 462761 Jeff Ferw, tA#M4 �-� SUPER i=1L.E 0 N H OS E TOWER SCALE: 1/411 _ � City of Bakersfield - y Fire Station #14 By - _JB a#' L CheckedS "r Wt , ..�� I 1 S145 creating environments people enjoy Date, 11111,01 71,1 Enlarge Ite Plan 1107514 1107514 f>.(8P5)543.17941F:(805)513-46091 wwwmndesipcom Exhibit ASI 45-01«- « •av,..,r<sm'e.�+anwa�x.gka,w�a:uaatx^rS;x�tax �r,�x«,s.a,ctk«r'•e,o+..�neu Scale 1�� -1•(1 PAr .: A_12 A A-'11 7A- rrrra grog- III creating environments people enjoy'"' 9765 Sfth f99uare St, SW. 112, Sen LUS MISM CA 93401 P: (005) 54317941 R (865) 549.46081 www.mndesiAcom Aelwra4aatutL�Ma+'Yy.+etiwnlpwofMtitc[ A�eF,uR�#f7,rN unwt rnTOV1-' 3 3 -IP c '1\40DEL NUMBER O xT=1 X ?CQ PLUMBING FIXTURE SCHEDULE VAW �� � m co $A to . �u+r�! MOM i� gums, w v t I�w tiS-1 �Q0R MOP 00f41E0 3 2 4 1%R FIX 32' . 'x12"" NCER' ` QU j�-58«i�i Fi Ylki AA' crroM N W( #IAODfIt[ CD AzZO FA" o Q aV3i M(XJY1EA-1j2 5f4 .3f424'X20'. d N SAP STANOARO87#R-x WALL,MQIJNs•z D. UD I- 5Z > RAINBIRD 1806 -SAM 6" POP-UP SPRAY HEAD 15F 15' 3.70 30 SEE DETAIL F„SHEE L2.1 Ii14c t 1806 -SAM 6" POP-UP SPRAY HEAD 4 15' 1.85 PAr .: A_12 A A-'11 7A- rrrra grog- III creating environments people enjoy'"' 9765 Sfth f99uare St, SW. 112, Sen LUS MISM CA 93401 P: (005) 54317941 R (865) 549.46081 www.mndesiAcom Aelwra4aatutL�Ma+'Yy.+etiwnlpwofMtitc[ A�eF,uR�#f7,rN unwt rnTOV1-' 3 3 -IP c '1\40DEL NUMBER O xT=1 X ?CQ r t:7 Cr Zr � m co $A to -HUNTER€ o o v, �n!2? W > 5 1107514 fl Brr� ro VQ crroM N LA r o CD uri rrV > in WtTL_ 6 o Q r fD SEE DETAIL G, SHE d N COD .C> D. UD • 0 8 0 � 11 --4; City of Bakersfield Fire Station #14 AS ! 45 Enlarged I Plan Exhibit ASI 45-02 m '1\40DEL NUMBER n X ?CQ L.M. 21 Cr M CLCT -HUNTER€ /> VJ W > 5 1107514 o Scale VQ L2.1 N o � O � 6 m Q 1D SEE DETAIL G, SHE 14) o SPRAY HEADS O K. m '1\40DEL NUMBER n X ?CQ L.M. 21 Cr M C o -HUNTER€ /> VJ W > 5 1107514 o Scale V = 20' L2.1 cCD -P o CD PGH -ADV -XX 12- POP-UP ROTOR HEAD 6 OW Q 1D SEE DETAIL G, SHE L2.1 SPRAY HEADS Sheet No., '1\40DEL NUMBER DESCRIPTION By L.M. GPM PSI Checked L.M. -HUNTER€ Date 11/11/09 12" POP-UP ROTOR HEAD Job No. 1107514 o Scale V = 20' L2.1 HUNTER PGH -ADV -XX 12- POP-UP ROTOR HEAD 6 34' 12.0 30 SEE DETAIL G, SHE L2.1 SPRAY HEADS I- 5Z > RAINBIRD 1806 -SAM 6" POP-UP SPRAY HEAD 15F 15' Sheet No., '1\40DEL NUMBER DESCRIPTION By L.M. GPM PSI Checked L.M. -HUNTER€ Date 11/11/09 12" POP-UP ROTOR HEAD Job No. 1107514 2.0 Scale V = 20' L2.1 IRRIGATION LEGEND SYMBOL MANUF. ROTOR HEADS '1\40DEL NUMBER DESCRIPTION NOZZtEz RAD. GPM PSI DETAIL` REF. �REMARKS & -HUNTER€ PGH -ADV -XX 12" POP-UP ROTOR HEAD 6 34' 2.0 30 SEE DETAIL G, SHE L2.1 HUNTER PGH -ADV -XX 12- POP-UP ROTOR HEAD 6 34' 12.0 30 SEE DETAIL G, SHE L2.1 SPRAY HEADS a RAINBIRD 1806 -SAM 6" POP-UP SPRAY HEAD 15F 15' 3.70 30 SEE DETAIL F„SHEE L2.1 Ii14c RAINBIRD 1806 -SAM 6" POP-UP SPRAY HEAD 15H 15' 1.85 30 SEE DETAIL F, SHEET1 ®G 1 HUNTER 1812 -SAM P P 12' POP-UP SPRAY HEAD 17H 1T 2,9 30 SEE DETAIL F, SHE 1 .1 00 HUNTER 1812SAM I T POP-UP SPRAY HEAD 17Q 17' 1.9 30 SEE DETAIL F, S1! LZ1 W RAINBIRD11312-SAM 12' POP-UP SPRAY HEAD 15H 15' 1,85 30 SEE DETAIL F, SHEET 1 04 RAINBIRD 1612 -SAM 12" POP-UP SPRAY HEAD 150 15' 0.92 30 SEE DETAIL F. SHEET L2.1 0 RAINBIRD 1812 -SAM 12" POP-UP SPRAY HEAD 12F 12' 2.60 30 SEE DETAIL R SHEET L2.1 01) RAINBIRD 1812 -SAM 12" POP-UP SPRAY HEAD 12TQ 12' 1.95 30 SEE DETAIL F, SHE L2.1 RAINBIRD 1812 -SAM 12' POP-UP SPRAY HEAD 12H 1Y 1.3D 30 SEE DETAIL F, SHEET L2.1 RAINBIRD 1812 -SAM 12' POP-UP SPRAY HEAD 12T 1T 0.87 30 , SEE DETAIL F. SHEET L2.1 CG RAINBIRD 1B12 -SAM 12' POP-UP SPRAY HEAD 120 IT 0-65 30 SEE DETAIL F, SHEET L2.1 0_ RAINBIRD 1812 -SAM 12' POP-UP SPRAY HEAD 12VAN 12' VARIES 30 SEE DETAIL F, SHEE L2,1 6 RAINBIRD 1812 -SAM 12' POP-UP SPRAY HEAD 1OF 10' 1.58 30 SEE DETAIL F, SHEE 1_2,1 0C RAINSLRD 1812 SAM 12' POP-UP SPRAY HEAD 10H 10' 0.79 30 ISEE DETAIL F. SHE L2.1 04 RAINBIRD 1812 -SAM 12' POP-UP SPRAY HEAD IoQ 10' 0.39 30 ISEE DETAIL F. SHEE L2.1 ®- RAINBIRD 1812 -SAM 12" POP.UP SPRAY HEAD 10VAN 10' VARIES 30 SEE DETAIL F, SHEETIL2.1 0 RAINBIRD 1812 -SAM 12' POP-UP SPRAY HEAD 8F Is, 1.05 30 SEE DETAIL F. SHEET L2.1 QC: RAINBIRD 1812 -SAM 12' POP-UP SPRAY HEAD 8H 8' 0.52 30 SEE DETAIL F. SHEET L2.1 tt RAINBIRD 1812 -SAM 12' POP-UP SPRAY HEAD 8T 8' 0:35 30 SEE DETAIL F. SHEET L2.1 '04 RAINBIRD 1812 -SAM 12" POP-UP SPRAY HEAD 80 8' 026 30 SEE DETAIL F, SHEET L2,1 o- RAINBIRD 1812 -SAM 12' POP-UP SPRAY HEAD 8VAN 8' VARIES 30 SEE DETAIL F, SHEET L2.1 (0 RAINBIRD 1812 -SAM IT POP-UP SPRAY HEAD 15CST 30'x4' 12130 SEE DETAIL F. SHEETL2.1 �Q RAINBIRD 1812-SAM12" POP-UP SPRAY HEAD M5SST 30'x4' 121 30 SEE DETAIL F, SHE 12.1 CH RAINBIRD 11 -S 12" POP-UP SPRAY HEAD 15EST 15'x4' 0.61 30 SEE DETAIL F, SHEEI L2.1 slap rrgroup creating environments people enjoy - ARCHITECT'S SUPPLEMENTAL INSTRUCTION ■ San Luis Obispo -3765 S. Higuera St., Ste. 102, San Luis Obispo, CA 93401 P: (805) 543-1794 1 F: (805) 543-4609 ..J Oakdale ---21.0 East F`SLrCC't. 0Z1kClale, CES 9'53(21 P. (209) 847 1794 F: (209, 8{,:7--25I I ..) Sausalito --10 Liberty Ship b' 1`i.-:>:ii:i, Sr_I sohtu, CPQ 9494 ,) ;312 141 S) 331 8-182 F- (41 ) 331 8208 _J San ,I k' (<Cat1-`.; i":!1'.-.. >. ... .'l i. c:n l..ir. iul;7S `;ir.i3ii. CA'1 ?C t Date: November 17, 2009 A.S.I. No. 047 Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector 11 From: Mike Scott, Architect RRM Project No.: 1107514 RFI No. The position of the City is that the instruction herein_., ❑ MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (10) Calendar Days of receipt of this response. 0 WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number, The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance with all of the provisions of Section 5-1.20 of this Contract. DESCRIPTION: Trim at Freezer and Refrigerator 1. Install trim around refrigerator and freezer per note on Interior Elevation 3/A-8.3. Refer to attached Exhibit ASI 047-01 and 02 for clarification. Referenced Drawings: Referenced Specifications: Attached Draw— rings: Exhibit ASI 047-01, Exhibit ASI 0.47-02 Attached Specifications: -- Copy to: , ❑ Structural Engineer, Tom Swayze ❑ Landscape Architect, Lief McKay ❑ Electrical Engineer, Chris Jose ❑ Civil Engineer, Bob Swanson ❑ Mechanical Engineer, Larry Myrick ❑ I'a S.C. ANDERSON, INC. ROUTING P.M. ADMIN. IL S COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URBAN SUPER CLERK ARCHrrECTS I ENGINEERS I LANDSCAPE ARCHITECTS I PLANNERS I St YORS �+ AC°rf'n mporalanIVM1Wb,Ygomefy.Aichled#G1109DIJoyMtlmd.PEMJ M.LS#62761 kflfe�r LA#2894 SUPER FILE E r r -TZ) 11 4. µ -: N f > tt 3PA4� „ u - -4 V, jam(, - = It EXISTING ELASTOMERIC MEMBRANE SLIP RESISTANT TAPE OVER METAL RIDGE COPING 4"X4 '" METAL ANGLE WITH (2) „ LAG BOLTS AND NEOPRENE WASHERS AT EACH SIDE OF PLATFORM. FILLET WELD CA*]” METAL ANGLE TO BOTTOM OF LEGS TO SUPPORT GRATING BAR GRATING OR OTHER CITY APPROVED SLIP RESISNTANT SURFACE. ATTACH EACH SECTION WITH (2) J" BOLTS AND CLIPS PER MANUFACTURER C8X11.5 WITH 2" LAG BOLT TO WOOD BLOCK AT 12" O.C. r k 4X8 ` PRESSURE .., TREATED WOOD BLOCK NOTE L TOTAL MANSARD HEIGHT AT RIDGE OF MECHANICAL WELL IS 29". PLATFORM IS LESS THAN 19" FROM ROOF SURFACE AND FROM RIDGE COPING. 3.6.08 MLS Mansard Ridge.dwq MANSARD PLATFORM 1 1/2 rrmidesigngrom creating environments people enjoy"' 9788 Sauth Mgm SL, ste.102, San Lub Obispo, CA 93401 P.'" 543-17941 R (6051543-96091 xww=dealgn oam City of Bakersfield Sheet ,10, A41 Fire 14 By ' M.S. 148 cheeeir C.w PLATFORM AT Y MANSARD Date 12/11/09 Exhibit ASI 48 - 01 Job No. S� �1 7514 1/2' 01-0° L W� 1, MF <HAN1CAL WELL L�� A-5 Ezl v ,D C4gt $P. �FFrT-. Nrs-W -M vX 7t-) RATA .jcI' rPnN Ir- 649IN gl-5 JH i 44tT l t?�17- 0 z-��''I t� I 0 0C TYP. =--=-� 07631.D I __ X7820. A ROOF WALK PA.C?I 3'X3' PLATFORM l' 5 0 0 O. B ---:.� 5515.A I City of Bakersfield Sheet Na - u u ligro Fire Station 14 ASI 48 By 110141 s - creating environments people enjoy'" sla. 3765 South Hlpaela St, la2, SM Lab Oblrpo, CA 93401 P'(805)54517941E.(8051543-M I www=11wftr AWM6C iM�M�1a�.r.A#rw#e11s.I+rsrwi.�aceAew#.0 rm#i,r#r.a.ur7N{ PLATFORM AT APP ANSARD PLAN Exhibit ASI 48 - 02 Date Job No. Scale 12/11/09 1107514 1/4' = 1'-0 rrmdesi n rou irl g g p creating environments people enjoy" ARCHITECT'S SUPPLEMENTAL INSTRUCTION ■ San Luis Obispo -3765 S. Higuera St., Ste. 102, San Luis Obispo, CA 93401 P: (805) 543-1794 1 F: (805) 543-4609 El Oakdale -210 East F Street, Oakdale, CA 95361 P: (209) 847-1794 1 F: (209) 847-2511 0 Sausalito —10 Liberty Ship Way, #300, Sausalito, CA 94965-3312 P: (415) 331-8282 1 F: (415) 331-8298 J San Juan Capistrano -31831 Camino Capistrano, Ste. 200, San Juan Capistrano, CA 92675 P: (949) 488-0933 1 F (949) 488-0316 v Date: December 8, 2009 a!LNo. 049 / Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector 11 From: Mike Scott, Architect RRM Project No.: 1107514 RFI No. The position of the City is that the instruction herein... ® MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (70) Calendar Days of receipt of this response. ❑ WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance with all of the provisions of Section 5-1.20 of this Contract. DESCRIPTION: Punch List Item Clarification 1. Repair louver over reception counter at Lobby. Refer to attached Exhibit ASI 049-01. 2. Repair cracking at front entry paving and add saw cut control joints. Remove Refer to attached Exhibit ASI 049-02. 3. At concrete curb connection to building at either side of front apron of the Apparatus Bay, continue concrete curb to face of building as shown on plans. Curb to stop 1 " short of stone veneer. Fill gap with approved exterior expansion joint sealant. Referenced Drawings: Referenced S ecjfications: Attached Drawings: _ Exhibit ASI 049-01, Exhibit ASI 049-02 _Attached Specifications: Copy to: Vk' ❑ Structural Engineer, Tom Swayze ❑ Landscape Architect, Lief McKay "( 0[rs �ro✓� fi'c ❑ Electrical Engineer, Chris Jose ❑ Civil Engineer, Bob Swa isonS.C, ANDERSON, INC. ❑ Mechanical Engineer, LarryMyrick ❑ ROUTING ADMIN. t -S COMMUNITY 1 PUBLIC SAFETY I RECREATION I EDUCATION I URBAN SUFFER CLERK ARCHITECTS I ENGINEERS I LANDSCAPE ARCHITECTS I PLANNERS I SURVEYORS A CaIWNa CerPeralian lVda Mmlggn". ArdiM#G110901 Jen, Midrad, PE #36895. LS #6276 I Jett Ferber, LA12844 SUPER FILE I T IM n r g oup creating environments people enjoy - ARCHITECT'S SUPPLEMENTAL INSTRUCTION ■ San Luis Obispo -3765 S. Higuera St., Ste. 102, San Luis Obispo, CA 93401 P: (805) 543-1794 1 F: (805) 543-4609 J Oakdale -210 East F Street, Oakdale, CA 95361 P: (209) 847-1794 1 F: (209) 847-2511 Sausalito —10 Liberty Ship Way, :`300, Sausalito, CA 94965-3312 P: (415) 331-8282 1 F: (415) 331-8298 J San Juan Capistrano -31831 Camino Capistrano, Ste. 200, San Juan Capistrano, CA 92675 P: (949) 488-0933 F: (949) 488-0316 Date: December 16, 2009 A.S.I. No. 050 Project Name: Bakersfield Station 14 To: Randy Thornburg, Construction Inspector 11 From: Mike Scott, Architect RRM Project No.: 1107514 RFI No The position of the City is that the instruction herein... ® MAY require an adjustment to the total Contract COMPENSATION and/or TIME. The Contractor is hereby directed to produce and submit to the City a proposal in conformance with Section 5-1.20 of the contract, within (10) Calendar Days of receipt of this response. ❑ WILL NOT require any alteration to the total Contract COMPENSATION and/or TIME and is therefore NOT considered grounds for a Contract Change Order. If the Contractor disagrees, the Contractor shall within (5) Calendar days of receipt of this response issue to the City an Initial Notice of Potential Claim (Form NPC -A) referencing this ASI Number. The Contractor shall file the NPC -A form along with the required follow-up documentation in accordance with all of the provisions of Section 5-1.20 of this Contract DESCRIPTION: Louver in Utility Jan Room 113 1. In exchange for installing the louver in the door noted on M4.1, the contractor may install a louver in the ceiling directly in front of door 33 and centered in line with the ceiling mounted light fixture. 2. Louver shall be a 14"x14" Titus 3 50R grill (designated as E2 on the Grille Register & Diffuser Schedule on sheet M1.2) to provide 1 scl ft of free area. 3. Provide a 14"x14" duct from the grill to 6" above the insulation in the vented attic. Referenced Drawings: Referenced Specifications: Attached Drawings: Attached Specifications: Copy to: ❑ Structural Engineer, Tom Swayze ❑ Landscape Architect, Lief McKay ❑ Electrical Engineer, Chris Jose ❑ Civil Engineer, Bob Swanson ❑ Mechanical Engineer, Larry Myrick ❑ COMMUNITY I PUBLIC SAFETY I RECREATION I EDUCATION I URBAN ARCHITECTS IENGINEERS ILANDSCAPE ARCHITECTS IPLANNERS ISURVEYORS i A Caftmia CMVrafim I VK"' Mo 4WffY, WOW #C11090I Jerry PAdiael, PE #36895, LS #62761 Jett Ferber, LA #2844 bP r, Z-0 UEZ T�) (3.E b�G4 N- W mp BollmxI )F We( -W TX -1,014 - 95f. 09-5' A"0-(5, fi'0 fl oop P14M Af WvA * Nk w G• 0UV'~-CL- T_PW)/xd7F'- kAPTr, MP ('%p I,D. F-In14 A5 4aLl pp_' /Ngwc_.. LbIJLIC-&— W t 7veUT- -FX/MA) 09- mopt f- �]/Y r aw Lxvit. weep PAA u -F-jn15 H pik-= �ndN Ji'9' OY4-off I t w" ❑ IBEX tF-Y F,=HI-- W t r# VIIIIII _,MON", ,X a .... r APD �I;iw c� Vic. " t-aph'A J o tri r L> M E� N Ir clot ' y e T') F ' f Y41k., 'Ack ,� H ,fit F y POL 'C W e VT\ h`7` -e- T C S o ppr � �1T�/L S I t41�`".,C�{� l,vk►zdC. ,, � 1'\A'iv Cv1'`' Tv \ $E ' N. _ _ '"•" tdW Vxf Fl31Tt 5 t �Y q • O Z 4.5 71-lR