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HomeMy WebLinkAbout2019 21st StENCROACHMENT PERMIT WORKS CITY OF BAKERSFIELD I BAKERSFIELD 93301 • • • THE CITY ENGINEER OF THE CITY OF BAKERSFIELD CALIFORNIA: •suant to the provisions of Chapter 12.20 of the Bakersfield Municipal Code, the undersigned applies for a permit to place, erect, use and intain an encroachment on public property or right of way as therein defined. Application Number . . . . . 06- 30000027 Date 6/30/06 Property Address . . . . . . 2019 21ST ST ATN (11 Digits): 512 - 132- 02 -00 -0 Application type description PW - ENCROACHMENT PERMIT Owner Contractor -- --- ------ ---- --- - - - - -- ------------------------ KHUU TIEN N & LOAN T LE M S WALKER & ASSOCIATES INC 11201 TORBAY DR 3551 PEGASUS BAKERSFIELD CA 93311 BAKERSFIELD CA 93308 399 -3800 ---------------------------------------------------------------------------- Permit . . . . ENCROACHMENT PERMIT Additional desc . . 1 Phone Access Code . 568774 Permit Fee . . . . 150.00 Issue Date . . . . 6/30/06 Valuation . . . . 0 Qty Unit Charge Per Extension 1.00 150.0000 EA PW ENCROACHMENT ---------------------------------------------------------------------------- 150.00 Special Notes and Comments encroachment permit for building to encroach past property lines ---------------------------------------------------------------------------- Fee summary Charged Paid Credited --- -------- Due - - - - -- ---- - - - - -- - --- - - - - -- ---- -- - - -- ---- Permit Fee Total 150.00 150.00 .00 - - - - -- .00 Grand Total 150.00 150.00 .00 .00 plicant acknowledges the right of the City Engineer, pursuant to the Bakersfield Municipal Code Chapter 12.20 to revoke the nut at n . ime. nature of App C (Owner /Agent) Print Name rr IEREBY CERTIFY THAT I HAVE MADE AN INVESTIGATION OF THE FACTS STATED IN THE FOREGOING PLICATION AND FIND THAT THE MAINTENANCE OF SAID ENCROACHMENT (1) WILL (NOT) BSTANTIALLY INTERFERE WITH THE USE OF THE PLACE WHERE THE SAME IS TO BE LOCATED AND (2) LL (NOT) CONSTITUTE A HAZARD TO PERSONS USING SAID PUBLIC PLACE; SAID APPLICATION IS EREFO RANT (DENIED). Said permit shall expire on date stated above. nature of City Engineer Additional Terms on the Back 10 �( ) �. ;2:� I Applicant agrees that if this application is granted, applicant shall indemnify, defend, and hold harmless CITY, its officers, agents and employees against any and all liability, claims, actions, causes of action or demands whatsoever against them, or any of them, before administrative or judicial tribunals of any kind whatsoever, arising out of, connected with, or caused by applicant, or in any way arising from, the terms and provisions of this permit or the placement, use (by applicant or any other person or entity) or maintenance of said encroachment, whether or not caused in part by a party indemnified hereunder, except for CITY's sole active negligence or willful misconduct. The applicant further agrees to maintain the aforesaid encroachment during the life of the said encroachment or until such time that this permit is revoked. Applicant further agrees that upon the expiration of the permit for which this application is made, if granted, or upon revocation thereof by the City Engineer, applicant will at his own cost and expense remove the same from the public property or right of way where the same is located, and restore said public property or right of way to the condition as nearly as that in which it was before the placing, erection, maintenance or existence of said encroachment. Applicant further agrees to obtain and keep all liability insurance required by the City Engineer in full force and effect for however long the encroachment remains. Applicant shall furnish the City Risk Manager with a certificate of issuance evidencing sufficient coverage for bodily injury or property damage liability of both and required endorsements evidencing the insurance required. I read and acknowledge the above. Applicant's Initials ;,5b �7 • 7 S A K E R S F I E L D PUBLIC WORKS DEPARTMENT MEMORANDUM TO: Raul M. Rojas, Public Works Director FROM: Marian P. Shaw, Civil Engineer IV, Subdivisions DATE: July 17, 2006 SUBJECT: Encroachment Permit Application for: 2019 21St St. Name of Applicant: Khuu Tien N & Loan T Le Description of Encroachment: Overhang encroaches into city R.O. W. Engineering and Traffic staff has reviewed the attached encroachment permit to allow the applicant to encroach into city R.O.W. with building fagade on "F" St. The applicant has provided proof of appropriate insurance coverage to Risk Management, and has provided signatures of all immediate neighbors stating that they have no objection to the proposed construction. Based on their review, staff recommends approval of the permit. SAPERMITS \ENCROACK\2019 F St.doc �, 06-�7 B A K E R S F I E L D PUBLIC WORKS DEPARTMENT MEMORANDUM TO: Ryan Starbuck, Civil Engineer III FROM: Marian P. Shaw, Civil Engineer IV, Subdivisions DATE: July 11, 2006 SUBJECT: Encroachment Permit Application for: 2019 21St St Name of Applicant. Khuu Tien N & Loan T Le ROW. Description of EncroachmeEncroachment Fagade overhang encroaches into city Please review the attached encroachment permit and return to me at your earliest convenience. )yl0 �= S: \PERMITS \ENCROACH \TRAFFIC\2019 21 st st..doc -7112/06 TO: FROM: DATE: SUBJECT: B A K E R S F I E L D PUBLIC WORKS DEPARTMENT MEMORANDUM Luda Fishman, Risk Manager Marian P. Shaw, Civil Engineer IV, Subdivisions July 7, 2006 Encroachment Permit Application for: 2019 21ST ST KHUUTIENN & LOAN TLE Name of Applicant: Description of Encroachment. FAQADE OVERHANG ENCROACHES INTO CITY R.O.W. Please review the insurance certificate with the attached encroachment permit and return to me at your earliest convenience. S: \PERMITS \ENCROACH \INSURANC\2019 -21 -21ST STAOC ENCROACHMENT PERMIT CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVE BAKERSFIELD CA 93301 (661) 326 -3724 TO THE CITY ENGINEER OF THE CITY OF BAKERSFIELD CALIFORNIA: Pursuant to the provisions of Chapter 12.20 of the Bakersfield Municipal Code, the undersigned applies for a permit to place, erect, use and maintain an encroachment on public property or right of way as therein defined. Application Number . . . 06- 30000027 Date 6/30/06 Property Address . . . . . . 2019 21ST ST ATN (11 Digits): 512- 132- 02 -00 -0 Application type description PW - ENCROACHMENT PERMIT Owner ------------------------ Contractor KHUU TIEN N & LOAN T LE ------------------------ M S WALKER & ASSOCIATES INC 11201 TORBAY DR 3551 PEGASUS BAKERSFIELD CA 93311 BAKERSFIELD CA 93308 399 -3800 ------------------------------------------------ Permit . . . . . . ENCROACHMENT PERMIT Additional desc . . 1 Phone Access Code . 568774 Permit Fee . . . . 150.00 Issue Date . . . . 6/30/06 Valuation . . . . 0 Qty Unit Charge Per 1.00 150.0000 EA PW ENCROACHMENT ------------------------------ Extension 150.00 Special Notes and Comments --------------------------- encroachment permit for building to encroach past property lines ---------------------- Fee summary Charged - - -- ---- - - ----------------------------------- Paid Credited Due - - -- ---- Permit Fee Total 150.00 - - - - -- 150.00 .00 Grand Total 150.00 150.00 .00 .00 Applicant acknowledges the right of the City Engineer, pursuant to the Bakersfield Municipal Code Chapter 12.20 to revoke the permit t any time. 0(.21Ae_. Signature of Ap licant (Owner /Agent) Print Name I HEREBY CERTIFY THAT I HAVE MADE AN INVESTIGATION OF THE FACTS STATED IN THE FOREGOING APPLICATION AND FIND THAT THE MAINTENANCE OF SAID ENCROACHMENT (1) WILL (NOT) SUBSTANTIALLY INTERFERE WITH THE USE OF THE PLACE WHERE THE SAME IS TO BE LOCATED AND (2) WILL (NOT) CONSTITUTE A HAZARD TO PERSONS USING SAID PUBLIC PLACE; SAID APPLICATION IS THEREFORE (GRANTED) (DENIED). Said permit shall expire on date stated above. Signature of City Engineer Additional Terms on the Back 0 APPLICATION FOR ENCROACHMENT PEI MIT • TO THE CITY ENGINEER OF THE CITY OF BAKERSFIELD, CALIFORNU: Pursuant to the provisions of Chapter 12,20 of the Bakersfield Municipal Code, the undersigned applies for a permit to place, erect, use and maintain an encroachment on public property or right -of way as therein defined 1. Full name of applicant and complete address including.phone numbez rV c �A boa t ST 3 L 2. Nature or description of the encroachment for which this application is made: Q ! L_} 3. Location, of the proposed encroachment: O }t rr • 4. Period of time for which the encroachment is to be maintained: C� r - , Applicant agrees that if this application is granted, applicant shall indemnify, defend and hold harmless City, its officers, agents and employees against any and all liability, claims, actions, causes of action or demands, whatsoever against them, or any pfthern, before administrative, quasi-judicial, orjudicial tribunals of any kind whatsoever, arising out of, connected with, or caused by applicant's placement, erection, use (by applicant or any other person or entity) or maintenance of said encroachment. The applicant further agrees to maintain the aforesaid encroaclunent during the life of said encroachment or Irntil such time thai this permit is revoked, ' Appl ;cant further agrees that upon•tize expiration of the permit for which this application is made, if granted, or -won roe or right of way where the same is located, and restore said public property or right of way to the condition as nearly as that in which it was before the placing, erection, maintenance or existence ofsaid cncroaclunent.- Applicant further agrees to obtain anti keep aIi iiabilit insurance required by the City Enginect in full force and effect . for however long the encroachment remaurs, Applicant shall furnish the City Risk Manager with a Certificate of Insurance evidencing sufficient coverage for bodily inj or property damage liability or both and required endorsements evidencing the insurance required• The type(s� and amounts) of insurance•coverage is: Applicant acknowledges the right of the City Engineer, pursuant.to i ersf7eld Municipal_.Codeghppye�r1.2,20 to revoke the permit at any time. Date: 0 9' 6 tgna Ap ant (Owner or epresentative PE MITT I HEREBY CERTIFY THAT I HAVE MADE AMY R f YESTIGATION OF THE FACTS STATED IN THE FOREGOING APPLICATION AND FM THAT THE MAINTENANCE OF SAID ENCROACHMENT (1) WILL (NOT) SUBST•411TIALLY LNTERFERE UE-615 OF THE PUBLIC PLACE WHERE THE SAME IS TO BE LOCATED AND (2) WILL (NOT) 'TI E A OF TO PERSONS USING SAID PUBLIC PLACE; SAID APPLICATION IS THEREFO (GRA•YTED) (DENIED). SAID PM-YUT SHALL EXPIRE Date: No. tgnature of ity Engineer 06/29/2005 10:33 LOCRTOR PROPERTY VIRNRGEMENT CO j 6613344065 ENDOR89MENT i NO. 209 [Rol oGolden Eagle Insurance.0 W.?W MTftdy 14-01 "Ip NVUk+T UrU4R%or- GIYL/VMoV-in�,w POLICY PERIOD., Irrom: 01128/2006 TO: 01128/2007 at 12:01 AM Standard Time at your malting address shown above. DESCRIPTION OF CHANGE CHANGE EFFECTIVE DATE: 02/27/2006 AMENDING INSUREDS MAILING; ADDRESS TO READ AS FOLLOWS 2008 21 ST STREET BAKf-RSFIELI3, CA 93301 Original Annual Premium New Annualized Premium Countersigned: $ 1,480.00 1,480.00 NO PREMIUM CHANGE $ 0.00 *w Data Date Issued: 03/0112008 INSURED COPY NRIIf3XA�1A or_n inn Iyyasx0 t^f A pop AI Mf}1CJni ir• --� aifYGRCIN _ :�7..a.�ddla,dblYUU�1�il{tiN�i 06/29/2006 10:33 LOCRTOR PROPERTY PIRNRGEI "TENT CO -.* 66.13344065 NO.209 902 0 r14OPERTY LOCATION LISTING PREMISE # BUILDING # ADDRESS 001 2019 F Street Bakersfield, C,A. 93301 042 2031 F Street Bakersfield, CA 93301 06/29/2006 10:33 LOCRTOR PROPERTY HRNRGENENT CO i 6613344065 NO.209 1803 PRQPERTYINSURANCE POLICY OUTLINE CAUSE OF LOSS FORM USED: Special Fon[n: Provides coverage against All Risk of direct physical loss or damage, except those perils that are specifically excluded in the policy. PRNI# BLD# SUB. OF INS. AMOUNT COIN% DED. VALUATION INF% 001 001 BUILDING $300,000 100% $500 RC 4% 001 BUS PROPERTY $1,000 100% $500 RC 4% 002 001 BUILDING $307,000 100% $500 RC 4% 001 BUS PROPERTY $1,000 100% $500 RC 0 .J 06/29/2006 10:33 LOCRTOR PROPERTY MRNRGEMENT CO 6613344065 NO.209 Op4 srlr_Y11�.1I ,ee.ri r��.n� ri. ror�sr.r.e.++�� EXTENSIONS OF COVERAGES: Debris Removal Fire Department Service Charges Preservation of Property Pollutant Cleanup and Removal Newly Acquired Buildings Newly Acquired Personal Property Personal Property of Others/Employees Valuable Papers - Cost of Research Property Off Premises Outdoor Property - Trees, Shrubs and Plants Property to Transit (Special Form Only) property Coverage .Includes the following Enhancement Cl_1F-FORD e Q1- -AQFC'•-R[3 06/29/2006 10:33 LOCRTOR PROPERTY MRNRGENENT CO � 6613344065 NO.209 005 SPECIAL PROPERTY COVERAGE INCLUDES: 06/29/2006 10:33 LOCRTOR PROPERTY MRNRGENENT CO 3 6613344065 NO.209 IP06 LIABILITY COVERAGE INCLUDES: VD CLIwaw-co R�ORD 06/29/2006 10:33 LOCRTOR PROPERTY I"IFRNRGENENT CO -* 6613344065 NO.209 D07 COMMERCIAL PROPERTY COVERAGE OUTLINE Property Insurance is any type of insurance that indemnifies an insured party who suffers a financial loss because property has been damaged or destroyed. Property is considered to be any item that bas a value. Property can be classified as real property or personal property. Real property is land and the attachments to the land, such as buildings. Personal Property is all property that is not real property. The (Building and Personal Property coverage form is the form used to insure almost all types of commercial property. The insuring agreement in the Building and Personal Property coverage form promises to pay for direct physical loss or damage to covered property at the premises described in the policy when caused by or resulting from a covered cause df loss. The following is a brief outline of coverages and how they are used within the Commercial Building And Personal Property coverage form. Buildings and Business Personal Property Coverage for the building includes the building and structures, completed additions to covered buildings, outdoor fixtures, permanently installed fixtures, machinery and equipment. The building material used to maintain and service the insured's premises is also insured. Business Personal Property owned by the insured and used in the insured's business is covered for direct loss or damage. The coverage includes furniture and fixtures, stock, and several other similar business property itetn,s when not specifically excluded from coverage. The policy is also designed to protect the insured against loss or damage to the personal property of others while in the insured's care, custody or control. Coverage Extensions and Additional Coverages In addition to the limits stated in the Building and Personal Property coverage form, the policy has a . coverage extensions section and an additional coverages section. The coverage extensions section provides limited coverage for newly acquired or constructed property, property of others, certain outdoor property, and the cost to research and reconstruct information on destroyed records. When coverage is placed on the all risk form, two additional extensions are added for property in transit and coverage for certain repair costs related to damage caused by water. The two additional extensions are covered by certain perils only. The additional coverage section provides coverage for indirect losses that result from a direct loss. The coverage applies to removal of debris, preservation of property, fire department service charges and pollutant cleanup and removal. The coverage extensions and the additional coverages have limitations and are subject to certain conditions. twD %.: IF'f - -�QRQ S. 1�Fi�•�-+!�li"R�,�,�1_.J 114D m CV 10-1�1 06/29/2006 10:33 LOCATOR PROPERTY MRNRGEMENT CO i 6613344065 T Limit of Insurance NO. 209 D08 The most the insurer will pay for loss or damage in any one occurrence is the Jim it of insurance stated in the policy declarations. Deductible The standard deductible is $250. However, other deductible amounts are available and the deductible applies only once per loss. causes of Loss The term peril is used when discussing losses. A peril is a cause of loss. Basic property insurance policies are written to cover the perils of fire, lightnir►g, explosion, windstorm, hail, smoke, aircraft or vehicle damage, riot or civil coMmotion, vandalism, sprinkler leakage, sinkhole collapse, and volcanic action. Other property insurance policies, often referred to as the broad form policy, add coverages for water damage, weight of snow, ice or sleet, breakage of glass and coverage for falling objects. The broadest risk covers all causes of 105S, coverage is those specifically' ec ficallform, cluded from coverage. it s possible for a commercial cial p operty policy to have exceptth p Y more than one cause of loss form. Replacement Cost and Actual Cash Value Property can be valued in several different ways. Insurance companies commonly use two approaches to determine value, which also determines how a loss will be paid; the replacement cost method and the actual cash value method. Insurers ctual cash value is replacetxtent cost, minus theta c accumulated to replace it with new property of like kind. depreciation for age and condition. Agreed Value er agrees to When the agreed value option is used the coinsurance requirement is removed and the $ insur 00 and the cover loses for it's agreed value. As an example, the insured has property agreed value is also insured and theinsurance company agree on the O value is covered at 1000/o Wherithis of the property before the policy option is used the tnsure p �Y is issued. This option is usually assigned to one -of property. 06/29/2006 10:33 LOCRTOR PROPERTY VIRNRGEMENT CO � 6613344065 NO.209 901D F Coinsurance Most building and business personal property polices have a coinsurance clause which requires the insured to carry ir►suranee equal to at least a specified percentage of the actual cash value ' of the property. If a loss occurs, and it is determined that the amount of insurance carried is less than the amount required, a penalty could be placed on the insured. Functional Replacement Cost Functional Replacement Cost replaces Actual Cash Value in the VALUATION Loss Condition for the property described in the Schedule or the Declarations, Functional Replacement Cost means the cost to replace the property with similar property intended to perionn the same function when replacement with identical property is impossible or unnecessary. Inflation Guard An insured can insure a building for its full value at the beginning of the policy year, but, at the end of the year, it might not be covered for it's full value. This problem can be corrected by adding inflation guard coverage. With inflation guard, the policy limit increases gradually during the policy term so that the total increase amounts to the desired percentage increase at the end of the policy term. Earthquake Coverage (If applicable) This endorsement extends your cause of loss to include damage that results directly from an earthquake. Coverage is provided for replacement of buildings only. All earthquake shocks that occur within a 168 hour period (one week) are considered to be a single occurrence. A separate deductible applies and is determined by the value of the insured property. 06/29/2006 10:33 LOCRTOR PROPERTY MRNRGEMENT CO -* 6613344065 NO.209 P10 PREMIUM COMPARISON Insured: F St. Financial Insurer: Golden Eagle Insurance Corp. — Rated A XV Policy Terin: 01/28/06 To 01/28/07 COVERAGE EXPIRING PREMIUM RENEWAL PREMIUM Business Owners Policy * $1,726.00 $1,532.00 * PACKAGE POLICY INCLUDES THE FOLLOWING OVERAGES: BUILDINGS, BUSINESS PERSONAL PROPERTY, GENERAL LIABILITY EFFECTIVE: Quotation is Good Until: 01/28/06 Optional Quotes: Maryland Casualty - $1,909.00 The Dartford -$2,173.00 Travelers Property Casualty - $2,009.00 — with liability limit of 2/2 /1 i LIFF-'C —JRD � SRADFORO F u 21 St STREET SITE PLAN 1 /8" = 1' -0" W CC LL NEW CURVED OVERHANG ABV. s NORTH m9ggo`n83`o� v ao rnt'i� t� o o°44 X34.4 0 aH LE E��(,,)E`i'r °`o O?o$o-3 U$o ��7 -S m° °so 6�W�o t'z °2 cvc Boa caa+ to LL uj All 3 o Tc_y .°O10 NO ° . ;000 :2 °a�yd wa�ry _ � V? d O ��v'odci�� mN�c off. °_•mow U Cl) o C,6 CID ca N m u r3OUm Eli 0 �q oa o y.r 5t C C ai• �a°ra 3uc t o'so °oz� _cEo`wu o�q3 V Q� ' N VJ z J 0— LLj � O O r- �ooLO LO co w� O M k O M M mm� E 4 v v aD 0 � p0 4I v w� w� �A � as ti /USED A RGy /\ JEREMY D. n MANNING * No. C -30157 u'� EXp 2 -28 -07 �Q REVISIONS: Date Description ISSUED FOR: Date Description 515106 Plan Check Submittal 6102106 Bid 5et 612(06 Encroachment Permit Submittal 75 L JOB NUMBER: 061195 SHEET NUMBER: 0 ASO 101 0 N N N a s iz cu to LL uj o L.L. ° M M LU O (J) O N Fmm 'm AmftL 1w u U Cl) o C,6 CID ca N m REVISIONS: Date Description ISSUED FOR: Date Description 515106 Plan Check Submittal 6102106 Bid 5et 612(06 Encroachment Permit Submittal 75 L JOB NUMBER: 061195 SHEET NUMBER: 0 ASO 101 0 N N N a s iz �X ^w An Exterior Remodel Project 2019 & 2031 F Street nmml no] qns R @ At F.JT. Flush joint P.T.RECP. Paper towel recepticlle A.B. Anchor bolt F.O.C. Face of concrete P.V.C. Poly -vinyl cloride A.C. Asphalt concrete F.O.F. Face of finish PART. Partition A.F.F. Above finish floor F.O.M. Face of masonry PC.CONG. Precast concrete A.P. Acce55 panel F.O.5. Face of stud PERF. Perforated /(tion) A/C Air conditioning F.O.W. Face of wall PERIM. Perimeter ABV. Above FAB. Fabrication) PL. Plate Acous. Acoustical) FAG. Factory PLA5. ter Plaster Acoustical plaster FA5. Fasten(er) PLYWD. Plywood ADO. Addendum FBD. Fiberboard PNL. Panel ADJ. Adjustable FBGL. Fiberglass PNT(D) Painted) AGG. Aggregate FH.M.5. Flathead machine screw PR.TD. Pressure treated ALT. Alternate FH.W.5. Flathead wood screw FIRE-FAD Pre - fabricated ALUM. Aluminum FIN. FiniSh(ed) PROP. Property ANC. Anchor(age) FLEX. Flex(ible) (P) C.PL. (Portland) cement plaster ANOD. Anodized FLR. Floor R. Riser APPROX Approximate(ly) FLUOR Fluorescent R.A. Return air ARCH. Architect FNDN. Foundation R.C.P. Reflected ceiling pla n A5PH. Aophalt FRMG. Framing R.D. Roof drain [3.51). [3.51). Bulletin board FRT . Fire - retardant R.H. Right hand . B.G. Begin curve FTC. Footing R.L. Ridge line B.MK. Bench mark FURR. Furr(ing) R.O. Rough opening B.N. Boundary nail FUT. Future R.O.W. Right of way 13.0.3. Bottom of beam G.B. Grab bar R.5. Remote sensor B.U.R. Built -up roofing G.I. Galvanized iron REFR. Refrigerator DD. Board G.C. General contractor REF. Reference DEL. Below GEN. General REINF. Reinforcement) BIT. Dituminou5 GA. Gauge REM. Remove(al) BLDG. Building GAL. Galvanized REGI). Required BLK. Clock GL Glass RE5. Resilient DLKG. Clocking GLZG. Glazing RET. Return BM. Beam GRAV. Gravel REV. Revision DOT. Bottom GRP, Grade REFL. Reflect(ed)(ive)(or) DRG. Dearing G5KT. Gasket RFC. Roofing DRNZ. Bronze GYP.BD. Gypsum board RM. Room DVL Bevel(ed) GYP.LA. Gypsum lath FWD. Redwood RWL. Rainwater leader C & C Curb and gutter H.B . Hose bib b C.B. Catch basin H.C. Hollow core 5&P Shelf and pole C.F. Cubic foot(feet) H.JT. Head joint 5. South C.FL. Counterflashing H.M. Hollow metal 5.A. 5upply air C.G. Corner guard H.V.A.C. Heating, ventilating & 5.C. Solid core C.I. Cast iron air - conditioning S.C.R. Silicone control rect -Tier G.LP. Cast iron pipe HIM). Hardboard S.D. Storm drain C.I.P.C. Cast -in -place HDR. Header 5.N.DI5P. Sanitary napkin dispenser concrete HDWD. Hardwood 5GHED. Schedule C.I.S.P. Cast iron soil pipe HEX. Hexagonal SECT. Section C.J. Ceiling joist HORIZ. Horizontal 5HLF. 5helf G.JT. Cortrol joint HT. Height 5HLVG. Shelving G.L. Center line HTG. Heating 5HT. Sheet C.M.T. Ceramic mosaic the I•D. Inside diameter 5HTG Sheathing C.M.U. Concrete masonry unit IN5T Includetion 51M. Similar C.O. G.O. f.G. Clean -out Clean -out to grade INSTR. Instruction 5KLT. SPEC. 5 li ht kY 9 S ecification p C.O.T.W. Clean -out thru wall INSU L. Insulate(tion) 5Q. 5quare C.R. Curb return INTM. Intermediate ST.STL. Stainless steel CAB. Cabinet INT. Interior STD. Standard GEM. Cement INV. Invert 5TL. 5teel CEP. Ceramic JOT. Joist 5TC. Storage CHAM. Chamfer JT. Joint STRUCT. 5tructural CHBD. Chalkboard K.V.C.PL. Knockd veneer cement plaster 5U5P. 5W. 5u9pend(ed) 5witch- CHG. CK. Change Caulk(ing) KD. Knockdown 5Y5. S stem Y KPL. Kickplate CLG. Ceiling T & B Top &bottom CLR. Clearance) L.BT. Lag bolt T & G Tongue &groove CL5. Clooure L.H. Left hand T. Tread CNTR. Counter L.PT. Low point p T.B. Towel bar COL. Column LAD'R Ladder T.J. Tool joint COMD. Combination LAM. Laminate(d) T.O.B. Top of beam COMPO. Composition LAY, Lavatory T.O.C. Top of curb GONG. Concrete LBL. Label (or top of concrete) CONST. Construction LTG. Lighting T.O.M. Top of Masonry CONT. Continuous LVR. Louver T.0.5. Top of sheathing CONTR. Contractor M.B. Machine bolt (or top of slab) CORP. Corridor M.C. Medicine cabinet T.O.W. Top of wall CSK. Countersink M.T. Metal threshold T.P. D15P. Toilet paper dispenser G5MT. Casement MAO. Masonry T.PART. Toilet partition GTR. Center MAT'L Material T.5. Tubular steel D.F. Drinking fountain MAX. Maximum T.5.G. D15P. Toilet seat cover D.H. Double hung MBRN. Membrane dispenser DA. Doubleacting MECH. Mechanic(al) TELE. Telephone PET. Detail MED. Medium TEMP. Tempered DIA. Diameter MEMB. Member THERM. Thermostat DIAG. Diagonal MFG. Manufacturing THK. Thickness) DIM. Dimension MFR. Manufacturer THRU. Through DIV. Division MIN. Minimum TKBD. Taakboard DP. Deep MIR. Mirror TOI. Toilet DPR5. Depress(ed) M15C. Miscellaneous T513. Topset base DR. Door MLDG. Moulding TYP. Typical D5. Downspout MOD. Molding U.L. Underwriter's laboratories POPP. Dispenser MTD. Mounted UNFIN. Unfinished DWG. Drawing MTL. Metal U.N.O. Unless noted otherwise DWR. Drawer MULL. Mullion (D)H.W. (Domestic) hot water MWK. Millwork V.G. Vertical grain (D)G.W. (Domestic) cold water V.O. Vent over (offset) N. North V.R. Vent riser (E) Existing N.I.C. Not in contract V.T.R. Vent thru roof E. East N.T.5. Not to scale VAR. Varnish E.A. Exhaust air NAT. Natural VCT. Vinyl composition Idle E.D.F. Electric drinking No. Number VEN. Veneer fountain NOM. Nominal VENT. Ventilate/Ventilatio�n E.F. Each face O.C. On center VERT. Vertical E.J. Expansion joint n join O.D. Outside diameter VEST. Vestibule E.J. Electric oard 0/ Over V1113. Vapor Barrier E.W. Each way OA. Overall W. West EA. ELEC. Each Flectric(aI) ODs. Obscure W.GL. Wire lass g ELEVR Elevator OFF. Office W.H.GAB. Wall hung cabinet ELEV. Elevation OFCI Owner furnished, contractor W.I. Wrought iron 9 EMER. Emergency OF installed Owner furnished, owner installed W.I.C. Walk -in cooler/Walk -in closet ENAM Enamel OFL D. Overflow drain W.I.F. Walk -in freezer ENCL Enclosure OH.M.5. Ovolhead machine screw W.M. W.T.W. Wire mesh Wall to wall EQ. EQUIP. Equal Equipment OHP. Overhead wood screw W.W.M. Woven welded wire mesh ( ) EXH. Exhaust OFD. Overhead W/ With EXP. Exposed OP Opposite hand W/C Water closet EXT. Exterior OPAQ. Q. Opaque W/P Water proof OPNG. Opening W/o Without F.B.O. Furniohed by other's OFF. Opposite WD. Wood F.BLKG. Fire- blocking P.C.C. Portland cement concrete WIND. Window F.D. Floor drain PR. Pair WP. Waterproof(ing) F.E.C. Fire extinguisher P.BD. Particle board W5CT. Wainscot cabinet P.L. Property line W5T Waste F.G. Fixed glass P.LAM. Plastic Laminate(d) F.F. Finish floor P.O.C. Point of connection F.R.P. Fiber reinforced panel P.O.I. Point of intersection F.GRD. Finish grade P.T.D15P. Paper towel dispenser F.J. Floorjoist SYMBOLS ROOM NUMBER ri09 CORRIDOR ROOM NAME DESIGNATION INTERIOR ELEVATION SHT. # BUILDING GRID LINE UTILITIES SEWER: NORTH OF RIVER SANITARY DISTRICT NO.1 5001 Olive Drive Bakersfield, California 93308 [6611399.6411 [661 ] 399.2856 fax WATER: OILDALE MUTUAL WATER COMPANY 2836 McCray Bakersfield, California 93388 [6611399.5516 [661 ] 399.5598 fax GAS : SOUTHERN CALIFORNIA GAS CO. 1501 N. CHESTER AVENUE Bakersfield, California 93301 [6611393.1459 [661 ] 399.1831 fax ELECTRICITY: PACIFIC GAS and ELECTRIC COMPANY 1918 "H" STREET Bakersfield, California 93301 [661 ] 398.5978 [661 ] 398.5864 fax TELEPHONE: PACIFIC BELL TELEPHONE CO. 5101 OFFICE PARK DRIVE, RM. 300 Bakersfield, California 93309 [661 ] 631.3414 [661 ] 633.9886 fax GENERAL NOTES Bakersfield, California 93301 PROJECT DATA 7 VICINITY MAP 1. NOTHING IN THESE DRAWINGS AND /OR THE SPECIFICATIONS SHALL BE CONSTRUED TO PERMIT AN INSTALLATION THAT COULD BE IN VIOLATION OF THE APPLICABLE CODES, ORDINANCES, REGUL- ATIONS, RESTRICTIONS, ETC. ALL WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN FULL ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, REGULATIONS, RESTRICTIONS, ETC. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE RELD AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IMMEDIATELY. DISCREPANCIES BETWEEN FIELD CONDITIONS AND THE DRAWINGS SHALL CAUSE NOTIFICATION OF THE ARCHITECT PRIOR TO MAKING ANY CHANGES IN THE SCOPE OF WORK. 3. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 4. PLAN DIMENSIONS SHOWN FOR NEW CONSTRUCTION ARE TAKEN TO FACE OF STUD OR FACE OF CONCRETE EXCEPT DIMENSIONS WHICH ARE NOTED OTHERWISE. 5. HEIGHTS SHOWN OR NOTED A.F.F. (Above Finished Floor) ARE TO BE MEASURED FROM TOP OF FINISHED FLOORING MATERIAL. EXCEPTION: AT AREAS THAT RECEIVE CARPET OR RESILIENT FLOORING, HEIGHTS ARE TO BE MEASURED FROM TOP OF CONCRETE SLAB. -} 11 6. THE CONTRACTOR SHALL STUDY AND COMPARE ALL DRAWINGS AND SHALL REPORT ANY DISCREP- ANCIES OR INCONSISTENCIES TO THE ARCHITECT BEFORE COMMENCING WORK IN THAT AREA. 7. IF CONFLICTS BETWEEN VARIOUS ELEMENTS (Architectural, Structural, Mechanical, Plumbing, Electrical; OF THE WORK OF THE DRAWINGS ARE DISCOVERED, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN ACCORDANCE WITH THE CONDITIONS OF -THE CONTRACT. 8. INSTALL NECESSARY BLOCKING, BACKING, FRAMING, HANGERS AND OTHER SUPPORT FOR FIXTURES, EQUIPMENT, SHELVING AND CASEWORK, EVEN IF SA►D ITEMS ARE NOT SPECIFICALLY INDICATED OR NOTED ON THE PLANS. = 9. DETAILS SHOWN ON DRAWINGS SHALL BE INCORPORATED INTO THE PROJECT AT ALL APPROPRIATE LOCATIONS WHETHER OR NOT SPECIFICALLY REFERENCED AT EACH LOCATION. 10. ALL WORK SHALL BE IN CONFORMANCE WITH THE CURRENTLY ADOPTED EDITION OF THE FOLLOWING APPLICABLE CODES: A. CALIFORNIA BUILDING CODE, PART 2, TITLE 24 [ 1997 UNIFORM BUILDING CODE AND 2001 CALIFORNIA AMENDMENTS] B. CALIFORNIA BUILDING CODE, PART 3, TITLE 24 [ 2000 NATIONAL ELECTRICAL CODE AND 2001 CALIFORNIA AMENDMENTS] C. CALIFORNIA BUILDING CODE, PART 4, TITLE 24 [ 2000 UNIFORM MECHANICAL CODE AND 2001 CALIFORNIA AMENDMENTS] D. CALIFORNIA FIRE CODE, TITLE 24, PART 9, TITLE 24 [ 2000 UNIFORM FIRE CODE AND 2001 CALIFORNIA AMENDMENTS] E. CALIFORNIA REFERENCED STANDARDS CODE, PART 12, TITLE 24 [ 2000 UNIFORM BUILDING CODE STANDARDS AND 2001 CALIFORNIA AMENDMENTS] F. PUBLIC SAFTEY, TITLE 19, CALIFORNIA CODE OF REGULATIONS, STATE FIRE MARSHAL REGULATIONS G. ADA (AMERICANS WITH DISABIU71ES ACT, TITLE III). 11. SEE ACCESSORY SCHEDULE FOR MOUNTING HEIGHTS OF ACCESSORIES. 12. CHANGES TO THE APPROVED DRAWINGS AND SPECIFICATIONS SHALL BE MADE BY ADDENDA OR A CHANGE ORDER APPROVED BY THE ARCHITECT. 13. MAINTAIN FIRE RESISTANCE RATING OF ONE HOUR RATED SHAFT ENCLOSURES AND ONE HOUR RATED CORRIDOR WALLS BEHIND RECESSED WALL ACCESSORIES INCLUDING FIRE EXTINGUISHER CABINETS, TOILET ACCESSORIES, ELECTRICAL JUNCTION BOXES, ETC. WHERE OCCURS. 14. ADJUNCT CONSTRUCTION - THE EMBEDMENT OR PASSAGE OF PIPING,ELECTRICAL CONDUIT, DUCT- WORK AND OTHER MATERIALS THAT WOULD REDUCE THE STRENGTH OF MASONRY OR CONCRETE WALLS OR FOOTINGS OR FRAMING IS NOT PERMITTED UNLESS THE WORK IS DONE IN ACCORD- ANCE WITH THE STANDARD DETAILS SHOWN ON THE STRUCTURAL DRAWINGS. THIS WORK MUST BE APPROVED BY THE PROJECT INSPECTOR PRIOR TO CLOSING IN OR CASTING. REFER TO THE STANDARD STRUCTURAL DETAILS AND SPECIFICATIONS FORTHE RELATIONSHIP OF UNDERGROUND CONDUIT AND PIPING TO FOUNDATIONS, OPENINGS, PIPING IN FRAMED WALLS, AND OTHER SPECIAL CONDITIONS DESIGNED FOR THIS PROJECT. 15. ALL PIPING IN TRENCHES SHALL HAVE A MINIMUM OF 24" COVER WITH SAND FILL 4" ABOVE AND 4' BELOW PIPING IF NATIVE SOIL IS NOT ACCEPTABLE FOR BACKALL COMPACTION AND TESTING REQUIRED AS PER GENERAL CONDITION SPECIFICATIONS OF EARTHWORK SECTION OR 90% COMPACTION REQUIRED. 16. GOVERNING AGENCY SUBMITTAL LOCATION: CITY OF BAKERSFIELD BUILDING DEPARTMENT 1715 Chester Ave. Bakersfield, CA 93301 CONTACT: - [661 ] 326 -3720 [661 ] -------- fax 17. A CHEMICAL TOILET IS REQUIRED ON -SITE DURING CONSTRUCTION. 18. INSTALL STREET ADDRESS NUMERALS, AT LEAST 8" HIGH WITH MINIMUM 3/8" STROKE, MOUNTED ON A CONTRASTING BACKGROUND CLEARLY VISIBLE FROM THE STREET. F DEFERRED APPROVAL RE TENANT IMPROVEMENT PLANS SHALL BE A DEFERRED APPROVAL ITEM UNDER A RATE PERMIT. N.T.S. SEVENTH STD. d SECTION A Al -1 BUILDING SECTION SYMBOL lid SHEET NO. 3 DETAIL SYMBOL A -� (Refer To Detail Manual) cCf ELEVATION SYMBOL **W (Refer To Interior Elevations) DOOR SYMBOL O (Refer To Door Schedule) �- PROVIDE PANIC HARDWARE -v (Refer To Floor Plan) O WINDOW SYMBOL (Refer To Window Schedule) WHITE WALL TYPE SYMBOL LOCATION (Refer To Wall Type Details) O KEYNOTE SYMBOL CD C16 e (Refer To Keynotes) BUILDING GRID LINE UTILITIES SEWER: NORTH OF RIVER SANITARY DISTRICT NO.1 5001 Olive Drive Bakersfield, California 93308 [6611399.6411 [661 ] 399.2856 fax WATER: OILDALE MUTUAL WATER COMPANY 2836 McCray Bakersfield, California 93388 [6611399.5516 [661 ] 399.5598 fax GAS : SOUTHERN CALIFORNIA GAS CO. 1501 N. CHESTER AVENUE Bakersfield, California 93301 [6611393.1459 [661 ] 399.1831 fax ELECTRICITY: PACIFIC GAS and ELECTRIC COMPANY 1918 "H" STREET Bakersfield, California 93301 [661 ] 398.5978 [661 ] 398.5864 fax TELEPHONE: PACIFIC BELL TELEPHONE CO. 5101 OFFICE PARK DRIVE, RM. 300 Bakersfield, California 93309 [661 ] 631.3414 [661 ] 633.9886 fax GENERAL NOTES Bakersfield, California 93301 PROJECT DATA 7 VICINITY MAP 1. NOTHING IN THESE DRAWINGS AND /OR THE SPECIFICATIONS SHALL BE CONSTRUED TO PERMIT AN INSTALLATION THAT COULD BE IN VIOLATION OF THE APPLICABLE CODES, ORDINANCES, REGUL- ATIONS, RESTRICTIONS, ETC. ALL WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN FULL ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES, REGULATIONS, RESTRICTIONS, ETC. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE RELD AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IMMEDIATELY. DISCREPANCIES BETWEEN FIELD CONDITIONS AND THE DRAWINGS SHALL CAUSE NOTIFICATION OF THE ARCHITECT PRIOR TO MAKING ANY CHANGES IN THE SCOPE OF WORK. 3. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 4. PLAN DIMENSIONS SHOWN FOR NEW CONSTRUCTION ARE TAKEN TO FACE OF STUD OR FACE OF CONCRETE EXCEPT DIMENSIONS WHICH ARE NOTED OTHERWISE. 5. HEIGHTS SHOWN OR NOTED A.F.F. (Above Finished Floor) ARE TO BE MEASURED FROM TOP OF FINISHED FLOORING MATERIAL. EXCEPTION: AT AREAS THAT RECEIVE CARPET OR RESILIENT FLOORING, HEIGHTS ARE TO BE MEASURED FROM TOP OF CONCRETE SLAB. -} 11 6. THE CONTRACTOR SHALL STUDY AND COMPARE ALL DRAWINGS AND SHALL REPORT ANY DISCREP- ANCIES OR INCONSISTENCIES TO THE ARCHITECT BEFORE COMMENCING WORK IN THAT AREA. 7. IF CONFLICTS BETWEEN VARIOUS ELEMENTS (Architectural, Structural, Mechanical, Plumbing, Electrical; OF THE WORK OF THE DRAWINGS ARE DISCOVERED, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN ACCORDANCE WITH THE CONDITIONS OF -THE CONTRACT. 8. INSTALL NECESSARY BLOCKING, BACKING, FRAMING, HANGERS AND OTHER SUPPORT FOR FIXTURES, EQUIPMENT, SHELVING AND CASEWORK, EVEN IF SA►D ITEMS ARE NOT SPECIFICALLY INDICATED OR NOTED ON THE PLANS. = 9. DETAILS SHOWN ON DRAWINGS SHALL BE INCORPORATED INTO THE PROJECT AT ALL APPROPRIATE LOCATIONS WHETHER OR NOT SPECIFICALLY REFERENCED AT EACH LOCATION. 10. ALL WORK SHALL BE IN CONFORMANCE WITH THE CURRENTLY ADOPTED EDITION OF THE FOLLOWING APPLICABLE CODES: A. CALIFORNIA BUILDING CODE, PART 2, TITLE 24 [ 1997 UNIFORM BUILDING CODE AND 2001 CALIFORNIA AMENDMENTS] B. CALIFORNIA BUILDING CODE, PART 3, TITLE 24 [ 2000 NATIONAL ELECTRICAL CODE AND 2001 CALIFORNIA AMENDMENTS] C. CALIFORNIA BUILDING CODE, PART 4, TITLE 24 [ 2000 UNIFORM MECHANICAL CODE AND 2001 CALIFORNIA AMENDMENTS] D. CALIFORNIA FIRE CODE, TITLE 24, PART 9, TITLE 24 [ 2000 UNIFORM FIRE CODE AND 2001 CALIFORNIA AMENDMENTS] E. CALIFORNIA REFERENCED STANDARDS CODE, PART 12, TITLE 24 [ 2000 UNIFORM BUILDING CODE STANDARDS AND 2001 CALIFORNIA AMENDMENTS] F. PUBLIC SAFTEY, TITLE 19, CALIFORNIA CODE OF REGULATIONS, STATE FIRE MARSHAL REGULATIONS G. ADA (AMERICANS WITH DISABIU71ES ACT, TITLE III). 11. SEE ACCESSORY SCHEDULE FOR MOUNTING HEIGHTS OF ACCESSORIES. 12. CHANGES TO THE APPROVED DRAWINGS AND SPECIFICATIONS SHALL BE MADE BY ADDENDA OR A CHANGE ORDER APPROVED BY THE ARCHITECT. 13. MAINTAIN FIRE RESISTANCE RATING OF ONE HOUR RATED SHAFT ENCLOSURES AND ONE HOUR RATED CORRIDOR WALLS BEHIND RECESSED WALL ACCESSORIES INCLUDING FIRE EXTINGUISHER CABINETS, TOILET ACCESSORIES, ELECTRICAL JUNCTION BOXES, ETC. WHERE OCCURS. 14. ADJUNCT CONSTRUCTION - THE EMBEDMENT OR PASSAGE OF PIPING,ELECTRICAL CONDUIT, DUCT- WORK AND OTHER MATERIALS THAT WOULD REDUCE THE STRENGTH OF MASONRY OR CONCRETE WALLS OR FOOTINGS OR FRAMING IS NOT PERMITTED UNLESS THE WORK IS DONE IN ACCORD- ANCE WITH THE STANDARD DETAILS SHOWN ON THE STRUCTURAL DRAWINGS. THIS WORK MUST BE APPROVED BY THE PROJECT INSPECTOR PRIOR TO CLOSING IN OR CASTING. REFER TO THE STANDARD STRUCTURAL DETAILS AND SPECIFICATIONS FORTHE RELATIONSHIP OF UNDERGROUND CONDUIT AND PIPING TO FOUNDATIONS, OPENINGS, PIPING IN FRAMED WALLS, AND OTHER SPECIAL CONDITIONS DESIGNED FOR THIS PROJECT. 15. ALL PIPING IN TRENCHES SHALL HAVE A MINIMUM OF 24" COVER WITH SAND FILL 4" ABOVE AND 4' BELOW PIPING IF NATIVE SOIL IS NOT ACCEPTABLE FOR BACKALL COMPACTION AND TESTING REQUIRED AS PER GENERAL CONDITION SPECIFICATIONS OF EARTHWORK SECTION OR 90% COMPACTION REQUIRED. 16. GOVERNING AGENCY SUBMITTAL LOCATION: CITY OF BAKERSFIELD BUILDING DEPARTMENT 1715 Chester Ave. Bakersfield, CA 93301 CONTACT: - [661 ] 326 -3720 [661 ] -------- fax 17. A CHEMICAL TOILET IS REQUIRED ON -SITE DURING CONSTRUCTION. 18. INSTALL STREET ADDRESS NUMERALS, AT LEAST 8" HIGH WITH MINIMUM 3/8" STROKE, MOUNTED ON A CONTRASTING BACKGROUND CLEARLY VISIBLE FROM THE STREET. F DEFERRED APPROVAL RE TENANT IMPROVEMENT PLANS SHALL BE A DEFERRED APPROVAL ITEM UNDER A RATE PERMIT. N.T.S. SEVENTH STD. d j CC_ _ lid co co ri a= LL co Q cCf 5 **W O C7 � Z O Q . s .:._.. m cc LL a H m WHITE LOCATION MAP N.T.S. C: 0 V 22nd ST. D W li _ -71 21 st ST. PROJECT LOCATION 20th ST. s � . � r W R CONSULTANTS OWNER: CONSTRUCTION MNGT.: M.S. WALKER and ASSOCIATES, INC. 3551 Pegasus Dr. Bakersfield, CA 93308 [661 ] 399 -3800 [661 ] 399 -5800 fax Contact: Mr. Cesar Cabral E -Mail: cesarc@mswalkerinc.com ARCHITECT: M.S. WALKER and ASSOCIATES, INC. 3551 Pegasus Dr. Bakersfield, CA 93308 [661 ] 399 -3800 [661 ] 399 -5800 fax Contact: Mr. Jeremy Manning, Architect E -Mail: jeremym @mswalkerinc.com CIVIL ENGINEER: NORTH STRUCTURAL ENGINEER: ERIBARNE ASSOCIATES 2020 Eye Street, Suite 201 Bakersfield, CA 93301 [661 ] 392 -1124 [661 ] 392 -1172 fax Contact: Mr. Joseph Eribame- E -Mail: jeribam @bak.rr.com MECHANICAL ENGINEER: ELECTRICAL ENGINEER: LANDSCAPE ARCHITECT: SHEET INDEX GENERAL G -001 GENERAL INFORMATION SHEET ARCHITECTURAL AS -101 A -101 A -201 A -301 A -501 STRUCTURAL S -1.0 ARCH. SITE PLAN ROOF PLAN EXTERIOR ELEVATIONS SECTIONS ARCHITECTURAL DETAILS STRUCTURAL DETAILS I PROJECT ANALYSIS I PROJECT SCOPE: THIS PROJECT CONSISTS OF AN EXTERIOR REMODEL TO AN EXISTING WOOD CONSTRUCTED BUILDING WITH WOOD SIDING & BUILT -UP ROOFING. NEW CONSTRUCTION TO BE WOOD FRAMING WITH STUCCO FINISH & NEW BUILT -UP ROOFING. PARCEL No. 003 - 241 -12 - 2019 F STREET PARCEL No. 003 - 241 -11 - 2031 F STREET ZONE. "C -1 " NEIGHBORHOOD COMMERCIAL DISTRICT BUILDING ANAL YSIS: BUILDING USE: Office OCCUPANCY: "B" TYPE OF CONSTRUCTION: Type V TOTAL BUILDING AREA: 4,939 50. FT. 2019 FST. BLDG. AREA: 2,427 50. FT. 2031 FST. BLDG. AREA: 2,512 5Q. FT. TOTAL BUILDING AREA INCREASE. 0 50. FT. AUTOMATIC FIRE SPRINKLERS: No. NUMBER OF STORIES: Four 5torie5 Allowable, One Story Actual. MAX. (HEIGHT: 45' -0" Allowable, 19' -3" Actual EXITING REQUIREMENTS: Office = 36" EXITING PROVIDED: (4) 36" EXIT DOOK5 (Existing) 9bd� w U V a" go M. II� N155 A --d 0a2 �m >wg w' .* m �Y_.E o13 _ Z-- 5E- m o�z c0H ° @cE �Eca� y2dx8 - Smog`; Xt ao off•"' o °' � g`cir8 b�� Eog° so sLa3g � V � X39 =s a1mgi �_ -9 �ooFEE `o`ot_S A ° Eom� 3`v` o�m 1--1 H H I- UJI LLJ r ) 7 L _O I- Q O Li- z J LJJ Z W CD eN OOi` CD ko lid co co ri O M t11i O co cCf **W C7 � C LL .�- co co J m cc LL a H 0 c7 G4 ti /USED A RO'7 JEREMY D. n MANNING * No.0 -30157 `.P EXP 2-28-07 Q• \TF OF C N REVISIONS: # Date Description ISSUED FOR: Date Description 5123106 Plan Check Submittal 610j% Bid Set 6122106 Encroachment Permit 5LIbmittal cQ 75 i Q 0 O 0 N �a 0 CO) cCf C LL UM LL � O L.L. O C) M M 0LLV U C: 0 V CD C16 e LILM Z Sol N Iii REVISIONS: # Date Description ISSUED FOR: Date Description 5123106 Plan Check Submittal 610j% Bid Set 6122106 Encroachment Permit 5LIbmittal cQ 75 i Q 0 O 0 N �a 0 21St STREET (E) SIDEWALK 120' -0" - -(Ej 1LA,NTER lz Ck LD . Q J - . w _ - == 2031 F St. APN 003- 241 -11 (E) A/C PAYING E 20' -0" (E) SIDEWALK fr 12�r f:XTEND SIDEWALK a 0 Sp � Q i FTMOVE (E) RAMP — ! w I Q o <U BD U_ I N) GONG. RAMP LD '. HEW OVERHANG ABOVE ( (EJ f LANTER- j j F � - -n - - - -� NEW CURVED 2019 Sto -- t OVERHANG ADV. PLANTER W/ 6 "GWR13 APN 003 - 241 -12 5EE DTL. 19 / A -5101 N .• i . p� a . i • ry' - 120' -0" TROPHY SHOP I "A6, SITE PLAN 1/819 = 1' -0" A N NORTH � = s �md�° '9r8 � y`°c'38m°' - =moo � �t•ow `i- w °ti ,Poe'S 20� �vi''tlOBY, o °v �$3 -9-6 o 9_ wE - s�E� t `&` E t'SUE E a - _� o� =aV. *� -- yy�s3Og+z8 08 ° ll E "z .. o""E 's =cdSo °°Ea yS E o' c w �0'3 t�o =Eown 3mvd his C) Qb cn � Z Q J a W H N Nto (0 co co O M O O qk U co 44 H W v 0) O O M O � Q bt A d v �:44� GO A /USED A RCy /\ JEREMY D. n MANNING * No. C -30157 EXP 2 -28 -07 Q \�F OF C N��F��� mmi Oct cz U Cz ® N ILL Uj ILL 0 O M co O �u'U U) C O N CIO) LAM U Z °o Cl) � x ® m REVISIONS: # Date Description ISSUED FOR: Date Description 5123106 Plan Check Submittal 6/02106 Bid Set 6122106 Encroachment Permit submittal i LL T Q JOB NUMBER: 061195 SHEET NUMBER: ASO 101 °o N a N s Q cl KEYNOTES LISTED BELOW PERTAIN TO THE PLANS ON THIS SHEET ONLY. No. DESCRIPTION 1O EXISTING PARAPET O NEW OVERHANG, SEE SECTION 2, 5HT. A -301; SEE DTL. 2, 5 -1.0 FOR STRUCTL INFO. O NEW CURVED OVERHANG, SEE SECTION 1, 5HT. A -301; SEE DTL. 1, 5 -1.0 FOR 5TRUCTL INFC ® NEW 24 GA. G.I. CAP FLASHING; FAINT TO MATCH ADJACENT WALL COLOR, SEE DTL. 3 / A -501. O (N) PLYWOOD CRICKET, SLOPE 1/4:12. © (N) ROOF DRAIN W/ OVERFLOW COMBINATION, SEE DTL. 2, 5HT. A -501. O (N) RAINWATER LEADER DOWN IN EXT. WALL TO +6" ABOVE ADJACENT FIN15HED GRADE. ® FIELD VERIFY LOCATION OF (E) RA15ED CURD MECHANICAL PLATFORMS W/ HVAC UNITS AND (E) VENTS THRU ROOF, SEE DTL. 1, 5HT. A -501 FOR ROOFING DTI-5. O EXTERIOR WALL BELOW 10 (E) 4 -FLY ROOF, SLOPE 1/4:12. 11 APPROX. LOCATION OF (E) HVAC UNIT. 12 AREA OF SEFARATION WALL, PARAPET HT. APPROX. +14' -0" ABV. F.F. 13 EXTEND EXISTING PARAPET AT TH15 LOCATION ONLY - ADD 2x6 5TUD5 0 24" O.C., MATCH EXISTING STUDS; SEE DTL. 5 & 8, 5HT. A -501. 14 (E) FLOOD LIGHT, TO BE REMOVED & REPLACED W/ WALL PACK LIGHT, SEE A -201. 15 (E) WOOD SHINGLE ROOF TO BE REMOVED & REPLACED W/ NEW "COPPER" STANDING SEAM METAL ROOF, TO BE APPROVED BY ARCHITECT; INSTALL FER MANUFACTURER'5 SFECIFICATIONS. 16 (N) WALL FA, "K LIGHT, TO REPLACE (E) FLOOD LIGHTS. 17 (N) RECE55ED CAN LIGHT OVER DOOR. muu r r LHi v I I '" NORTH 75 i IL Q T c c C\ 64 c 0 Wl aog n LE mV a rL z Zos N 2 o$ o . ayyl_su oNo 116 0 gV O�Ey $ E� -,gvi. gt° coy °d =y�ticoEo Ec�im`vv z Q iz. LIL O O o eh o o i- i` o C) In Ifs Co co _-4 M ko `O �rnv�U M C� .-4 "4 to co U co cc a Hrzq v a� v o 0 cm 00 to v A p W IV A SEO a Rey /� JEREMY D. c� MANNING * No. C -30157 J], EXP 2 -28 -07 Q \�F OF C NVNX'''/ U Z a z VIIIIIIII — _cv U C cu LL N C/) LL r- O O 0 co co o CO +� u- Q � U .- cn !_ 0 N CID U°6 cn Z N m cu REVISIONS: Date Description ISSUED FOR: Date Description 5/23/0'3 Plan Check SUbmittal 6/021(6 Bid 5et 6/2210'3 Encroachment Permit 56rrittal JOB NUMBER: 061195 SHEET NUMBER: Am 101 OIL +19' -3" Y T.O. PARAPET OIL +14' -0" T.O. PARRAPET OL +0' -O" F.F. h +14' -O" T.O. PARRAPET ot +7-0" D.O. OVERHANG OIL +0' -0" F.F. NORTH WEST EAST EXTERIOR ELEVATIONS F.F. V EXTERIOR ELEVATION KEYNOTES: KEYNOTES LISTED BELOW PERTAIN TO THE PLANS ON THIS SHEET ONLY. No. Description O REMOVE EX15TING WOOD SIDING. O REMOVE EXISTING BRICK VENEER O NEW STUJCO EXTERIOR, FINISH: SAND 30/30; COLOR TO MATCH PAINT: Dunn Edwarde "Mo55y" DE6189. ® NEW 5TU�CO EXTERIOR, FINISH: SAND 30/30; COLOR TO MATCH PAINT: Dunn Edwards "Nomadic Taupe" DE6192. O NEW STU�CO EXTERIOR, FINISH: SAND 30/30; COLOR TO MATCH PAINT: Dunn Edwardo "Cedar Grove" PE5152 © NEW STUCCO EXTERIOR, FINISH: SAND 30/30; COLOR TO MATCH PAINT: Dunn Edwards "BBO" DE5118 O NEW STUCCO EXTERIOR, FINISH: SAND 30/30; COLOR TO MATCH PAINT: Dunn Edwards "Blended Light" DE5217. ® REMOVE EISTING DOOR & FRAME; REPLACE WITH NEW HM DOOR, PAINT TO MATCH ADJ. W/ O REMOVE EXISTING CEDAR SHAKE ROOF; REPLACE WITH NEW "WEATHERED COPPER" 5TAND!N' SEAM METAL ROOF. 10 NEW OVERHANG, SEE DTL. 2, SHT. A -301. CD NEW CJRVED OVERHANG, SEE DTL. 1, SHT. A -301. 12 EXISTING '111NDOW 13 EXISTING STOREFRONT SYSTEM, SAND & PAINT AS NECESSARY. 14 REMOVE EXISTING STUCCO. 15 NEW 120v EXTERIOR WET WALL PACK, TIME -CLOCK ON /PHOTO CELL OFF. REMOVE EXISTING WALL PACK & PARAPET- MOUNTED FLOOD LIGHTS (FIELD VERIFY LOCATIONS). 16 2" REVEAL. SEE DTL. 10, 5HT. A -501. 17 EXPANSI 'N JOINT, SEE DTL. 9, SHT. A -501. +14' -O" PARAPET HT. +8' -2" B.O. OVERHANG +0'-0' F.F. +19' -3" PARAPET HT. +10' -0" T.O. (OVERHANG _ +7-0" 13.0. (OVERHANG +0' -0" F.F. 1 /8" = 1' -011 i U_ 7 Q c c 46 0 $�$ `u -I c T �o VP 8-8-1 `»1 E o d z�c •o,� L3 °4°cYi° y3 Y3 o u H H, 0.L°. ;, 0+�A 2 &E S+iz� i'K�r @'vEg rd E _ - 1�° ° o yw � c+NTO �s�g� °O1_•�mE� 'o°-.E E5 X0'3 `o °ors SFoda 3a�iv o�H's a �o U) O Q W W O w W eh O o i�• Ul.) co co -4 O = CbC��1 to to M @"J U to co E f�i v a� v O 0 cm QO to U A U � •� a a Fr /USED ARC JEREMY D. c� MANNING * No. C -30157 EXP 2 -28 -07 Q -. z - , ,<'.. .. ;�f �U C cu EXTERIOR ELEVATION KEYNOTES: KEYNOTES LISTED BELOW PERTAIN TO THE PLANS ON THIS SHEET ONLY. No. Description O REMOVE EX15TING WOOD SIDING. O REMOVE EXISTING BRICK VENEER O NEW STUJCO EXTERIOR, FINISH: SAND 30/30; COLOR TO MATCH PAINT: Dunn Edwarde "Mo55y" DE6189. ® NEW 5TU�CO EXTERIOR, FINISH: SAND 30/30; COLOR TO MATCH PAINT: Dunn Edwards "Nomadic Taupe" DE6192. O NEW STU�CO EXTERIOR, FINISH: SAND 30/30; COLOR TO MATCH PAINT: Dunn Edwardo "Cedar Grove" PE5152 © NEW STUCCO EXTERIOR, FINISH: SAND 30/30; COLOR TO MATCH PAINT: Dunn Edwards "BBO" DE5118 O NEW STUCCO EXTERIOR, FINISH: SAND 30/30; COLOR TO MATCH PAINT: Dunn Edwards "Blended Light" DE5217. ® REMOVE EISTING DOOR & FRAME; REPLACE WITH NEW HM DOOR, PAINT TO MATCH ADJ. W/ O REMOVE EXISTING CEDAR SHAKE ROOF; REPLACE WITH NEW "WEATHERED COPPER" 5TAND!N' SEAM METAL ROOF. 10 NEW OVERHANG, SEE DTL. 2, SHT. A -301. CD NEW CJRVED OVERHANG, SEE DTL. 1, SHT. A -301. 12 EXISTING '111NDOW 13 EXISTING STOREFRONT SYSTEM, SAND & PAINT AS NECESSARY. 14 REMOVE EXISTING STUCCO. 15 NEW 120v EXTERIOR WET WALL PACK, TIME -CLOCK ON /PHOTO CELL OFF. REMOVE EXISTING WALL PACK & PARAPET- MOUNTED FLOOD LIGHTS (FIELD VERIFY LOCATIONS). 16 2" REVEAL. SEE DTL. 10, 5HT. A -501. 17 EXPANSI 'N JOINT, SEE DTL. 9, SHT. A -501. +14' -O" PARAPET HT. +8' -2" B.O. OVERHANG +0'-0' F.F. +19' -3" PARAPET HT. +10' -0" T.O. (OVERHANG _ +7-0" 13.0. (OVERHANG +0' -0" F.F. 1 /8" = 1' -011 i U_ 7 Q c c 46 0 $�$ `u -I c T �o VP 8-8-1 `»1 E o d z�c •o,� L3 °4°cYi° y3 Y3 o u H H, 0.L°. ;, 0+�A 2 &E S+iz� i'K�r @'vEg rd E _ - 1�° ° o yw � c+NTO �s�g� °O1_•�mE� 'o°-.E E5 X0'3 `o °ors SFoda 3a�iv o�H's a �o U) O Q W W O w W eh O o i�• Ul.) co co -4 O = CbC��1 to to M @"J U to co E f�i v a� v O 0 cm QO to U A U � •� a a Fr /USED ARC JEREMY D. c� MANNING * No. C -30157 EXP 2 -28 -07 Q REVISIONS: Date Description ISSUED FOR: Date Description 5123!06 Plan 'heck Submittal 6102106 Bid Set 6122'06 Encroachment Permit Submittal JOB NUMBER: 061195 SHEET NUMBER: �II� I co �U C cu IL LAM N ILL LU ILL. O M M LU O_ U) � LL Q CF) U c -ate O N N cl) LLM C) E2 T— a) Z N M REVISIONS: Date Description ISSUED FOR: Date Description 5123!06 Plan 'heck Submittal 6102106 Bid Set 6122'06 Encroachment Permit Submittal JOB NUMBER: 061195 SHEET NUMBER: �II� I (N) OVERHAN SEE 5TRUCTI (N) 2X4 5TUC (N) STUCCO ( �V. NOTE: REFER TO DETAIL 2, SHEET 5 -1.0 FOR 5TRLiC7URAL CONNECTION5 SECTION THRU OVERHANG @ WEST WALL 2x4 13 2x8 C SEE (E) E) (N) 0' 2X4 (N) 5 (E) 5 2X4 13L 2X4 FR 2X6 CC 11_1/1 11AII CYICT11.1t-- NOTE: REFER TO DETAIL 1, SHEET 5 -1.0 FOR STRUCTURAL GONNECTION5 SECTION THRU CURVED OVERHANG EAST WALL 3/'4" = 1 ' -0" 3/411 = 1 ' -011 I 12U I o. }o p� =m ='gym' tar vr= °�w �s� � � ;5O Off,. ��++ QQQ))) O O N ��t•�- Si.�g�`onEq> .°cam« o-°o .Toni °' �� v`1$E°.. 12 E -5ts x ga `o .coq- UM 8E o c a a ca `o vg.a ciNac v §u ° =•ci�x F °°`o.c$ .9 E tV 3215.- jg � v Qj �i O �n U) O U U� 1� U U O M ►n O � CA CA cl �CACAU M M U tO0e0� E+ Fes, 0 a� v co O p 4! C) C) co k cn 04 (D A ROy��� JEREMY D. MANNING * No. C -30157 EXp 2 -28 -07 g qTF OF C REVISIONS: # Date Description ISSUED FOR: Date Description 512/06 Plan Check Submittal 610,106 Bid Set 6122!06 Encroachment Permit Submittal 7s JOB NUMBER: 061195 SHEET NUMBER: Affilk O ON N N C9 0 Q CT3 s� CQ LL LIM U) LL � uiO L V— O m co O Cn L U °6 ljL Z cn N 00 REVISIONS: # Date Description ISSUED FOR: Date Description 512/06 Plan Check Submittal 610,106 Bid Set 6122!06 Encroachment Permit Submittal 7s JOB NUMBER: 061195 SHEET NUMBER: Affilk O ON N N C9 0 Q ca a 0 3aoo� 2. d �m E E$'o'c o � g2.�' •�' �EOg Dill �A•'o1 H §20 y 0 g�y3 J LLJ Q U UJI Q U o d� 0 0 t- �.00�r: o°r°�coc ko m m �M M co co �.i co co 1� a �w ate.' cc Q 0 �0 v � A V gv �R cc cd r r A, a ko Cq ► s a a JEREMY D. MANNING * No.0 -30157 J'] EX P 2 -28 -07 �Q cm) cu (N) WOOD STRIP �U CO LL JUL N 24 GA. CAP FLASHING ( ) uj . O LL O M M 2x WOOD FRAMING C U) C-) � LL' O U An Admkk O O 04 N y=- Wj-j LLM U 06 � Y Z N 00 • f'. 1/2" PLYWOOD, < 2x WOOD STUD "I..� 1/2" PLYWOOD �% �,- ' ` ~ ' ' (N) 24 GA SPRING LO:K (N) 24 GA. CAP FLASHING W/ WOOD STRIP 2 COAT 7/8" THICK STUCCO CHP @ 24" OC +14' -0" .' 0/ WIRE LATH 0/ 30# FELT; "i, °I '-'' 1/2" PLYWOOD SHEATHING - PARAPET H1. N FLASHING PER METAL ROOF SPECS. ;l „ FINISH: SAND 30/30. - `' 1” EXPANSION JOINT E 2X4 „..�. REPLACE AS NEEDED. WOOD , (N) STUCCO @ 12 "COPPER" STANDING SEAM METAL PARAPET WALL —� :` 5 ROOF 0/ 1/2" PLYWOOD, TO 13E \`�• FLASHING @ WNDW. HEADERS, TYP. � • j �•'` �� I, ' ''' -� APPROVED BY ARCHITECT; INSTALL PER MANUFACTURER SPECS. ^} 2 COAT 7/8" THICK STUCCO (N) 2X6 WOOD " 0/ WIRE LATH 0/ 30# FELT, FRAMING FINISH: SAND 30/30. SEALANT (E) WINDOW, ADJUST LOCATION (E) 2x6 WOOD FRAMING TO BE FLUSH W/ NEW STUCCO FINISH 1 2 -COAT 7/8" THICK STJGGO 0/ WIRE LATH 0/ 30# FF:�T (E) 2x4 WOOD FRAMING _ FINISH: SAND 30/30. NOTE: REPLACE STUCCO @INSIDE FADE NOTE: REPLACE. SHEATHING ONLY IF NECESSARY. REMOVE ALL WOOD SHINGLES & WOOD SIDING. 1 ^ 1 7 PARAPET —TO— OVERHANG ROOF DTL. 3/4 " =1' -0" 13 (E) STOREFRONT HEAD / STUCCO DTL. 3" =1' -0" 9 STUCCO EXPANSION JOINT DTL. 3" =1' -0" 5 EXTENDED PARAPET DTL. 3" =1' -0" (N) WOOD STRIP (N) 24 GA. CAP FL /v3HING NOTE: LINE OF PARAPET 12 :;..- ;`' 24 GA SPRING LOCK. CHP @ 24' OC VERIFY LENGTH CF ROOF DRAIN - <^ DEPRESSION W/ ROOF DRAIN SIZE. OVERFLOW DRAIN CANT STRIP W/ STAINER, TYP. KEEP 1 ALL IN. C ® +10' -0" W DRR P2" 5 BBASED 2" MIN. (TY ON RR SPACING (E) WINDOW, ADJUST LOCATION TO BE FLUSH W/ NEW STUCCO FINISH '•.' 2x WOOD STUD __ - "` %r -' <<• 5TANDPIFE TYPE OF DRAIN - SET 2" A ! »` °' ABOVE POINT. SEALANT 1/2" PLYWOOD = .. '-•_ LOVES-' TYPICAL, ROOF DRAIN W/ 5TRAINER BASKET AT STRAINER, TYP. FLASHING @ SILLS, TYP. '' -;; • 2X WOOD FRAMING `'= FIELD VERIFY SIZE. ROOF DRAIN ;iND OVERFLOW DRAIN (TYP) DIRECTION OF WATER FLOW _ (E) 2x6 FRAMING `M'i, 2" REVEAL to �'� �` 1/2" PLYWOOD SHEATHING - DEPRESS AREA AROUND PLAN VIEW :1/211 REPLACE AS NEEDED. ROOF DRAIN 2" (TYP) "COPPER" STANDING SEAM METAL . • ROOF 0/ 1/2 PLYWOOD, TO BE - - APPROVED BY ARCHITECT, INSTALL ::' 2 COAT 7/8" THICK STUCCO 0/ WIRE LATH 0/ 30# FELT;^.. PER MANUFACTURER SPECS. ::. FINISH: SAND 30/30. 2 -GOAT 7/8" THICK STUCCO 0/ + #4 LEAD VERIFY +T -O" ' • �' A, ••,; . j ^� WIRE LATH 0/ 30# FELT �;; PAN 13.0. OVERHANG _ ;; �'• .":. FINISH: SAND 30/30. SPACING 2x WOOD FRAMING �`�- '. 2 GOAT 7/8" THICK STUCCO "`" 45 BEVEL V 0/ WIRE LATH 0/ 30# FELT; (E) RECESSED LIGHTS 1/2" PLYWOOD a FINISH: SAND 30/30. `. ': NEOPRENE DEL W `L PER MFR (TYP) (E) 2x4 JOISTS METAL FRAMING (N) STUCCO 0/ 1/2" PLYWOOD Y;_ APPROVED PVC PIPING SIZE (E) STOREFRONT -SAND & PAINT AS NEEDED. ': °;> � PER ROOF PLAN (see Roof Plan for Cont.) 4 PLY AND BASE BUR O/ 1 1/2" INSULATION SECTION - A : 1.1 /2" 18 OVERHANG DETAIL 3/4 " =1' -0" 14 (E) WINDOW SILL /STUCCO DTL. 3" =1' -0" 10 STUCCO REVEAL DETAIL 3 " =1 -o" 6 PARAPET DTL — STUCCO BOTH SIDES 3" =1' -0" 2 ROOF DRAIN & OVERFLOW N.T.S. 2x WOOD FRAMING � o \ / vet 1s ` 1/2 11 PLYWOOD V ,• ;: PROVIDE SOIL SCREEN FABRIC AS REQUIRED AT WEEP HOLE, TYP. TOOLED EDGE 2 COAT 7/8" THICK STUCCO 2x WOOD STUD ` "a "' II' 0/ WIRE LATH 0/ 30# FELT; y FINISH: SAND 30/30. 1/2" PLYWOOD „ 1 "O P.V.C. PIPE 6 1 1/2 FINISH GRADE \ >! r' ''.� 2 COAT 7/8" THICK STL U ` ' `;; 2X WOOD FRAMING FIELD VERIFY SIZE. p�CS „ WEEP HOLE @ 6 -0 O.C. 0/ WIRE LATH Of 30# FEL% ' ::. FINISH: SAND 30/30. r 1/2" PLYWOOD SHEATHING - AEA G p�� MP (E) A.G. PAVING FLASHING @ BTM. OF STUCCO _:< PLC S EDED RE NE - -- - CONCRETE - - - — 4 -PLY BUILT -UP ROOF; SEE ROOF PLAN FOR REPLACEMENT LOCATION mz�;,- az,x�Jr- - - -- --------------------- , - - - - -� -- - ' { <,; FLASHING @ CORNERS, TYP. ? ^ „ r STRIP I j E r 5EA- ANT & 3/4 MIN. ?• I 4 FIBER CANT .,'R - -- - : - 2 _ 4 GA COPING �� GLO5ED -CELL BACKER ROD D CRICKET -SEE -- - - :., : k I i is ; ROOF PLAN. - 24 GA SPRING LOCK r.. - - f CH C@ 24" OC 24 GA COPING - I i µiT I - ._- _ ......... FA TURERS . i, ---- _ I ................ ............... .................. 19 NEW CONC. CURB @ PLANTER 1 1/2 " =1' -o" 1 STUCCO DTL. @ FOUNDATION 3" =1' -0" 11 STUCCO OVERHANG —TO —WALL DTL. 3" =1' -0" CANT STRIP DETAIL, TYP. 3" =1' -0" 3 COPING DETAIL 3" =1' -0" (N) WOOD STRIP, NAIL TO T.O. PARAPET WALL (N) 24 GA. CAP FLASHING j 24 GA SPRING LOCK CHP @ 24" OC - NOTE: REPLACE 4 -PLY E3LT. UP ROOF / ROOF FRAMING ONLY IF NEEDED. 2x WOOD STUD 2 -COAT 7/8" THICK STUCCO 0/ 1/2" PLYWOOD ' '.�_ _:.. ;;, WIRE LATH 0/ 30# FELT 2 COAT 7/8" THICK STUCCO 0/ WIRE LATH 0/ 30# FELT; Y 1 FINISH: SAND 30130. �, _ - 2X WOOD FPAMING (N 2X8 OUTLOOKER, MACH Td (E) TRI�SSES (N) 2X6 FRAMING I FINISH: SAND 30/30. =' : Y:Y• ' ~ i PE`'R STRUT. DTL. T ON (E) 2X6 PARADE E EXT. WALL BELOW O _ ___ -_ ... - - -:.. ,. - - -= _..._ -. -. '- — - - °z.i ! - . E 2X4 O REGLET / FLASHING , V 24' O.C• (E STEEL BEAM, FIELD VERIFY �''� -:=� _:; ^ °` = ^` �f `'`' :1�. � 'I FROAOM'G _ ) 4 -PLY BUILT -UP ROOF 0/ TYF. L CATION'$t CONNECTION 1'b WALL SEALANT FLASHING @ COR.NERS. TYP. °'' "`' ` ;:a, WALL -TO- CRICKET FLA5f-[N G " (E) SHEATHING; ADD /REPLACE SHEATHING IF NECESSARY. (E) EXT. WALL o _ (E) EXT. WALL w; (N) 2X6 WOOD W/ 4 -PLY BUILT -UP ROOF 1 N - c' (E) T.S. FRAME & STOREFRONT SYSTEM; FRAMING PLYWOOD CRICKET - SEE ' "1 2 -GOAT 7/8" THICK STUCCO 0/ (N 2X6 CONT., 24'' O.G• 512" SAND & REPAINT S.F. AS NEEDED. / T.S. FRAME ®24" O.C. ROOF PLAN. FIINISHASA OD 30/30. LT 51/2" AWACH TO (E) JOISTS 2X4 FRAMING (N) lo 30' -011 ' l NOTE: MATCH NEW FRAMING TO EXISTING TRUSSES. p I� i 'I 16 NEW OVERHANG FRAMING PLAN 1/4" =1' -0" rl 2) STUCCO SOFFIT —TO— STOREFRONT DTL. 3" =1' -0" 8 EXTENDED PARAPET —TO— CRICKET DTL. 3" =1' -o" L4) PARAPET DTL., TYP. 3" =1' -0" ca a 0 3aoo� 2. d �m E E$'o'c o � g2.�' •�' �EOg Dill �A•'o1 H §20 y 0 g�y3 J LLJ Q U UJI Q U o d� 0 0 t- �.00�r: o°r°�coc ko m m �M M co co �.i co co 1� a �w ate.' cc Q 0 �0 v � A V gv �R cc cd r r A, a ko Cq ► s a a JEREMY D. MANNING * No.0 -30157 J'] EX P 2 -28 -07 �Q REVISIONS: # Date Description ISSUED FOR: Date Description 5123/06 Plan Check Submittal 6162106 Bid Set 61206 Encroachment Permit Submittal cm) cu �U CO LL JUL LL uj . O LL O M M uj C U) C-) � LL' O U An Admkk O O 04 N y=- Wj-j LLM U 06 � Y Z N 00 REVISIONS: # Date Description ISSUED FOR: Date Description 5123/06 Plan Check Submittal 6162106 Bid Set 61206 Encroachment Permit Submittal