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HomeMy WebLinkAbout7.3-160O a 0 0 Co 2 O O X F U) W Ix `L LY (<L U) F_ O CL W 2 X L Lu I'- t- 0 O V . c 0 6 it 0 N N Q O O N i C -4 I d 66 v ui F_oz 1, ~_ aaa 0000000000000000 03/09/12 RESTROOM BUILDING 00000000 0000❑■0■ ■■■0000❑ ❑❑❑❑00■■ ■■■■0000 0000■■■■ ■0000❑❑❑ ❑❑0■■■0■ 0000■000 AT -■0000OU ■00■00■■ 0000■00■ I I A I I � Allllllllff� , ST TE FARM SPORT VILLAGE 9001 ASHE ROAD; BAKERSFIELD, __ � -, I I CA 93313 � I I I GENERAL NOTES CODE REQUIREMENTS RESPONSIBLE CHARGE SITE PLANNOT TO SCALE SHEET INDEX 1. NOTHING IN THE PLANS AND SPECIFICATIONS IS TO BE CONSTRUED TO PERMIT ALL DRAWINGS AND CONSTRUCTION SHALL CONFORM TO THE FOLLOWING CODES: REGISTERED DESIGN PROFESSIONAL GOSFORD ROAD GENERAL INFORMATION CONSTRUCTION IN CONFLICT WITH THE REQUIREMENTS OF ANY CODE, LAW ORDINANCE OR REGULATION. 2010 CALIFORNIADMINISTRATIVE CODE CALIFORNIA CODE F IN CHARGE: _ ____ I._ •� G001 GENERAL INFORMATION REGULATIONS TITLE 24 PART 1 :.:.:_:%%,.,':.::::::::.i..'.:,.....:.:::::- a ':�:;y.~-;- --.` :.�.•� � ��:�: , {I 2. ALL CONSTRUCTION SHALL CONFORM TO THE MOST CURRENT ADOPTED REGULATIONS. CALIFORNIA BUILDING STANDARDS COMMISSION WILLIAM J. MELBY _ , .II .... .. . :t•.:..-.:..:.::•.:. .ti..-•: it ::._:::t:;:...;.---.. ::. :,:;: { ::..t:.:::...•..::..: .. 3•.•.:•:-:.t:•..:...•.::::::. G002 CODE INFORMATION SHEET 3. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO CONVEY AN OVERALL 2010 CALIFORNIA BUILDING CODE CALIFORNIA CODE F REGULATIONS TITLE 24 PART 2 ORDIZ MELBY ARCHITECTS INC. 5500 MING AVENUE SUITE 280 : •:11 . r ............................... . t• ..• .::........:....::.:.:.::.:•...,.,.-.::t::,. F. ... .. .... .. ... .. ......... .. . t . ...{I x-. -.coMnt��z tA{...:::: •.:-.' 'r=�• -- ••.::::->:•:.:::.. . -� .•. -•: •..-- -.... I .. '. ' ' 1:-.:-._':''•.-_::t:-: :'{:`.::.:.::.`;523 :•; ARCHITECTURAL DRAWINGS A111 SITE PLAN DESCRIPTION OF THE PROJECT IN SUFFICIENT DETAIL FOR ITS COMPLETE CONSTRUCTION. BAKERSFIELD, CA. 93309 $7-: 2;S:f:�..:..'.--..:.:::...:-.: ;:.,-'...::.',`' .:. :•..::.::•:..:ral t.: . :";{":::.:.::.::....:.." .................:......•.. t .: ' - mac.,/.1i WHICH SOME CONDITIONS,CH ARE COMMONLY ENCOUNTERED IN CONSTRUCTION C 0 OF THIS CALIFORNIA BUILDING STANDARDS COMMISSION 661 832-5258 ( ) .. i:"' :.:'.:.:.:::-.:i?:OQ84. c,.:: -.-::.':::f ;; ::`'`:-.-- - - --::: - ::::::: :': ''::=::-::rl ''..:{:.::.:::..�:•�.'':::".:�:.:�:_:%:%:..: f.•_� .....11 Al 21 FLOOR PLAN TYPE AND/OR CONDITIONS WHICH RELATE TO SPECIFIC PRODUCTS OR PROCESSES MAY 2010 CALIFORNIA FIRE CODE, CALIFORNIA CODE OF REGULATIONS (661) 832-4291 FAX .. }t.:t":..:: ::',I_;::::::::.:::::.:.:.::::::.::::::-::;:::; :.::..:::'::... .::::.::: .:>:; .: 'Y:;': ? ;;::t:{I :{k:_r:: t::.::.: �:•. '.::..: --I...:.'?!`.rl A131 REFLECTED CEILING &ROOF PLAN NOT BE SPECIFICALLY DETAILED IN THESE PLANS. ALL CONDITIONS NOT SPECIFICALLY TITLE 24, PART 9, CALIFORNIA BUILDING STANDARDS COMMISSION RESPON I BLE PARTIES OF DOC M ENTS S U ::-t.'::'.:::::::.:.:"..::..:::.:::;'z: :..: ..t::, .:::.::::..::.:.:.::..,,::.:::..;..}:,{_ 3 DETAILED SHALL BE CONSTRUCTED COMPLETELY PER THE CURRENT STANDARDS OF THE :4.:F::::.::::::::k::.::.--.:.:::::' }.::t'rl T A231 INTERIOR ELEVATIONS APPROPRIATE INDUSTRY AND ANY APPLICABLE MANUFACTURER'S RECOMMENDATIONS. PREPARED BY OTHERS: "".:. -i"..:-::-:::.....::..:_:::�::":-.'r::.::;:; .:.� .::..:._;:::':::':::::::.:::.::'i:..-4.'.fi ::"":j..::..::.:'.".:.::.:..�:.'"1.::.�x':.'.;:::::::::::.:.::.::::,:'::;:.' 2010 CALIFORNIA ENERGY CODE, CALIFORNIA CODE OF REGULATIONS ' t.:'a:;,.,.. ,- ;:'.:.�::X::-'..'.':I WASTEWATER A232 INTERIOR ELEVATIONS 4. THE DRAWINGS, IDEAS AND DESIGNS REPRESENTED ARE THE PROPERTY OF THE ARCHITECT. TITLE 24, PART 6, CALIFORNIA BUILDING STANDARDS COMMISSION STRUCTURAL MECHANICAL - � ' I I ....:.:. f y . .. b+i` ''':::t::.:':::"1c.......,:,�t-�.f TREATMENT PLANT EXPANSION lb_���������� 5. ALL CHANGES TO THE APPROVED DRAWINGS AND SPECIFICATIONS SHALL BE DONE BYAN 2010 CALIFORNIA MECHANICAL CODE, CALIFORNIA CODE OF REGULATIONS JOHN A. MARTIN &ASSOCIATES MECHANICAL DESIGN CONCEPTS, INC. -FRESNO.. ... ....:..:.:...:..:,:;.:.��t{,::ai t...:::I:'.:::::-.-.-:r-:::...�......r..,••.:;..:-F .: :::..::x...1.:::}:'�::. is ..':r1 .'.:.."...".: ./f {:::.:::;:-.t':..:` : ':.':.'.'.} .:k:::t':'::t-.::t:-::{..:: I t l -... F'. t- --' `t A302 WALL SECTIONS TITLE 24 PART 4, CALIFORNIA BUILDING STANDARDS COMMISSION 950 SOUTH GRAND AVE., 4TH FLOOR 1060 W. SIERRAAVE., SUITE 101 :-... -.:.-.-.::-ii::.-.--.,-. - t -- ..... _:. �:;.:.•::... :;.: •:;::•..:.,:. ;•.I ':.:.::.i:..-t..._::...::�_......f.:.::............. Wit_:;:'': ' .:'-" -'--- .: :..._ :t._.;i._..{:-..t. int:; �I A501 DETAIL SHEET 6. „ TYPICAL MEANS IDENTICAL FOR ALL SAME CONDITIONS UNLESS OTHERWISE NOTED. 2010 CALIFORNIA PLUMBING CODE, CALIFORNIA CODE OF REGULATIONS PHONE: 213 483-6490 PHONE: 559 437-0376 ( ) ( FAX: (213) 483-3084 FAX: (559) 43 -0297 `.. I r �i.r�f'f tt-=' i'.t } t t -t t tl i --.'I t t {t.t�rir+" t� I� • .__ ,:�� t -� { :... {fit ..� :....t i t a�� t A502 DETAIL SHEET A503 DETAIL SHEET "SIMILAR" MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED. TITLE 24, PART 5, CALIFORNIA BUILDING STANDARDS COMMISSION CONTACT: SATISH MATANI CONTACT: MARK BASKIN . I 1 E{-Yt { T' is } t t:. t r:j:I .. t ��•.� ... :`....i.:.:::;: `�:, ���t::� f 7. DO NOT SCALE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE TO FIELD 2010 CALIFORNIA ELECTRICAL CODE, CALIFORNIA CODE OF REGULATIONS TITLE 24, PART 3, CALIFORNIA BUILDING COMMISSION ELECTRICAL •.: , ':: '-: =':: i : : t: !I - ",I::::+:--..::-':�:.'-'- "::::: � ? :�-*': .: .. -7 . -" -- t::�":". ::..�": .. P':... - :':'.. .:..:::.:-,: ' ' I.I '` r r:-..--{!'.::`t�.:y.1}..::: i-:;::::}-'tC::::'-tl A601 SCHEDULES I VERIFYALL DIMENS ONS. JMPE-BAKERSFIELD .' ,.'-':''r ..............::. ` .. �....:t. tC ".... A:.....,,. � `�{:.::::;::.::..._:.:x.•: -.-.:-.-:... STRUCTURAL DRAWINGS 2010 CALIFORNIA REFERENCED STANDARDS CODE 5500 MING AVE., SUITE 251 '.."......-...-:� .;a.:.:.. f .,r:-1. .:`{.t::::•.:::• .• ..� r....tl -..-.k:-'.. �:`'-.-.- 1�1 8. ACITY OF BAKERSFIELD PROJECT INSPECTOR SHALL PROVIDE INSPECTION CALIFORNIA OF REGULATIONS, BAKERSFIELD, CA 93309 -:",.::::;:::;'. •. y :..:::.� _::::•::v::`.-.:�!f.,..-- :.': - ::-}1 a::.:. ..-.-.""...-.:... - �:�`-.::%..:..:� . 1 - ' -' tl �. 5 e� S-001 GENERAL NOTES S-002 GENERAL NOTES FOR THIS PROJECT. THE DUTIES OF THE INSPECTOR ARE DEFINED IN CODE TITLE 24, PART 12 CALIFORNIA BUILDING STANDARDS COMMISSION PHONE: 661 831-78511..:"'t":':""-'..:,,'t:""�� ( } p �� >-.-,>},..,.::t:._,:-.�..::-:::':':{ t::.:::%-.'-:11 " ' `\...:-; �� S-003 GENERAL NOTES _ SECTION 4 342, PART 1, TITLE 24, CCR. FAX: (661) 831-7813 .:f": .-:':�r� :k:::-::::' -'::.:.... ::-:;,:..'• : ;:'':-..;; : ..y '..'• WASTE WATER ::':""t::::.:;:::. {►.:.E.:..;:..::: `_W�:...:•: { 2010 NFPA 13: AUTOMATIC SPRINKLER SYSTEM (CALIFORNIAAMENDED) CONTACT JOHN MALONEY". .\\... ..\ .:.:.:.:-..• .' ::::::�-. -.::."L"...::_..x!{ .. ' .. ��.:... * y�! : -t.7:-.::::-:::...- ..: -::' .. <: �� �:-'af ::''f:::.`.a:t,{.:-i.:;-:.:..f.:'.-:'.t'�t;:'::;,✓...:.r.::.-:.-.-:.'.-:•::':'•::::::.::.z-..:.1 TREATMENT PLANT EXPANSION S-004 GENERAL NOTES 9. MISPLACEMENT, ADDITION, OR OMISSION OF ANY WORD, LETTER, FIGURE, PUNCTUATION MARK, ETC., SHALL IN NO WAY CHANGE OR ALTER THE TRUE ::.... -:... : _-t... . .:......:.....•:.:•....:...;.,........- .. T I. :: ,_:j--'.:-.::4.j:'F::'`-;k.:......:.':::-::::':a n::-.+~..:::::�.::.•, _' -' , S-005 GENERALNOTES 2007 NFPA 14: STANDPIPE SYSTEM _- 1:k" t� t to L" INTENT, SPIRIT, OR MEANING OF THE DRAWINGS PROJECT INFORMATION = - -=:- a:{:::':'::: -;a':-; :"::-::::`:':- :i.:::ti�:1`:. -.'' ".''.,-.':::::::..... .. ::::i:::.-.. I- S-101 TYPICAL DETAILS S-102 TYPICAL DETAILS 2002 NFPA 17: DRY CHEMICAL SYSTEM 1.�:: }t::t::::.:::::::�F�: s :::::::::::.-:::-::-.,.+. T'..: 'r".t-:�"'..:.:: *::-.:...- '.::::.:.::::-::::-. j1J:-' :-' �:; -.ta 10. THE CONTRACTOR SHALL STUDY AND COMPARE ALL DRAWINGS AND SHALL REPORT :'':t"r:'c:.:x.:'.:::=::'.:...:'c:.:.;_::::.'•-:::'�1:':..-:.:.:::...::.� yam::.::: :Ii S-103 TYPICAL DETAILS ANY ERRORS, OMISSIONS, OR INCONSISTENCIES TO THE ARCHITECT BEFORE 2002 NFPA 17A: WET CHEMICAL SYSTEM } ' -:Q'E C i{"::: -::::: l .O t t _ .1:1 FUTURE SPORTS ::-. t:::: t:{:.:::::":::..;..:: COMMENCING WORK IN THATAREA OWNER: ARCHITECT: ":.�1 "n:.-'.'....:•._:::;.rr.ta.,::�:.-..::::,::....;-.;,.:;:....:::..::- -- F::Q::..:`:1:::::::::::::-::'::-'.:.:Q@:..:::..:.::::::. VILLAGE FACILITIES S-104 TYPICAL DETAILS S-105 TYPICAL DETAILS 2002 NFPA23: PRIVATE SERVICE MAINS CITY OF BAKERSFIELD ORDIZMELBYARCHITECTS,INC. -: -� :-.::::-�, a.".%".". t� r - ....: .-,.:"i:':'..::a.:.::'..:rr..'..-::.--�.:_:,::�:.:'_1:•:` .-:':..:-:�•,:-': -}::-.ti i . { f ' �' ' '''- '.''---- S-106 TYPICAL DETAIL C L S PUBLIC WORKS RECREATION AND PARKS DEPT 5500 MING AVENUE, SUITE 280 ::'a,a,.'::_'�: J� f: e.'..t-.:..•} ::':'f`:.:-::-:;:::::'-::-:..:: ':[1 i:}::-:- "::..-:'::.:'..., "-::-- - .. f� 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93309 }' e `,..j. "'::;�"1: ;::.........:•-:'' •:t: ; L,-:.:::- - S-107 TYPICAL DETAILS 2010 NFPA 72: NATIONAL FIRE ALARM CODE (CALIFORNIA AMENDED) NOTE: SEE UL STANDARDS 1971 FOR "VISUAL DEVICES" BAKERSFIELD CA 93301 661 832-5258 661; 832-4291 FAX :. ._.a.:a:'.._ ::.E. f::..:."....:....."...; "..:.:...:.:.:....:: '..:,_a- ::..: :�..:-.- - .:�. 'I �- �-�y t::-:..}.. .::':.:'1"::.:.i- " ...-`:':'.•:::":":-::-:::::- ' . -.'.r.'::- ::`'- ::-'.-.-.-:':''`:-:....-:':- S-201 FOUNDATION PLAN 2006 NFPA 253: CRITICAL RADIANT FLUX OF FLOOR COVERINGS SYSTEMS :.::°1..;'.:'i.:I: , '::.:: _.:..:..... '.: }�...,C4. -.-::' a `':�::.;_t`1. .....-... J. Q .; i. 1. I _ -:-:tt:".:'. .::_.:::•...-:=.:-:::.:::-: -: tt_::tii::: g::.:':'it.."'`I.:t. `rt. .'_::r:-'.:.. "..:"."..:....." � PARTIAL RESTROOM BUILDING SITE PLAN S-202 ROOF PLAN S-501 DETAILS 2008 NFPA 2001: COVERING SYSTEMS PROJECT SITE: NEW RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE ; : {:'-t.::1 :r:':'.'.: q:'.: ::: -: :a:-.;itt-; ":-...:.:: , -, ,:;::�}::.'t ;:... i. :..:-:a:'_t ..,Q - ::.: .�.• ", ::4 ..-:k' :.. t ..l Y, ..}...;..k t:t-.9001 ASHE RAOD; BAKERSFIELD, CA 93313 F } - t I :�.. a : ... - A111 I MECHANICAL DRAWINGS NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT CONSTRUCTION IN CONFLICT ::: -.-":--. '..::.' .: : . __ _ _ _ _ _ __ __ __ __ WITH THE REQUIREMENTS OFANY CODE, LAW, ORDINANCE, OR REGULATION. THE FOLLOWING AGENCIES SHALL HAVE JURISDICTION OVER THE PROGRESS OF THE WORK: OCCUPANCY GROUP GROUP U - RESTROOM BUILDING ...:.::.-.-.: - ..-:.:..:...-_ 1 ' -' - I CW _ .1 �l1.1 M-1 MECHANICAL ICAL FLOOR &ROOF PLAN P-1 PLUMBING FLOOR PLAN, DETAILS & SCHEDULE # OF STORIES ONE (1) ELECTRICAL DRAWINGS CAUOSHA 00 i =_I BUILDING AREA 1,621 S.F. REGULATORY SERVICES: COUNTY OF KERN: o ��V.i E-0 SYMBOL LIST DETAILS CODES RULES E-0.1 PANELS SHCEDULES FIXTURE SCHEDULES STRUCTURAL SAFETY SECTION FIRE DEPARTMENT COMMERCIAL 1089171.28 S.F. �-A m E-0.2 TITLE 24 FIRE & LIFE SAFETY SECTION PUBLIC WORKS DEPARTMENT CONSTRUCTION TYPE TYPE ill - B 25.00Ac. !- m1-11. E-0.3 TITLE 24 ACCESS COMPLIANCE SECTION I ----"- 000 1 E ID M 000 � - -fl n M�_=1 OCCUPANCY CAPACITY 1,621 / 100 =16 E-1 PARTIAL SITE PLAN EXISTING 1 000 E-2 LIGHTING AND POWER PLANS __ - BUILDING HEIGHT 13'-8" SOCCER FIELD Imwu� ���ENTRANCE 1SIGNAGE FIRE SPRINKLERS NO i I - I Z ASHE ROAD O -1 F 1:250 S.F. GROSS BUILDING AREA 1,621 / 250 = 7 PARKING STALLS PARKING PROVIDED: � � ( - . . 330 PARKING EXISTING STALLS 18 ACCESSIBLE (2 - VAN ACCESSIBLE) _ ACCESSIBILITY STANDARDS FIRE PROTECTION ABBREVIATIONS,VICINITY MAPNOT TO SCALE 1. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30 INCHES 1. PROVIDE ONE 4A 10 B.C. RATED EXTINGUISHER FOR EACH 6,000 SQUARE FEET OR PORTION abandon ABAN cleanout to grade CTG elevator ELEV hollow core HC rough opening RO transfer XFER AND 44 INCHES ABOVE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND THEREOF ON EACH FLOOR - TRAVEL DISTANCE SHALL NOT EXCEED 75 FEET. abbreviation ABBRV dear CLR enamel ENAM hose bibb HB schedule SCHED schematic SCHEM transformer transparent XFMR TRANS ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE above finish floor AFF cold water pipin CW enclosure pp g finished AFS column COL equal ENCL EQ hot water HW section SECT insulation INSUL typical TYP EFFORT BY LEVER TYPE HARDWARE, BY PANIC BARS, PUSH-PULL ACTIVATION BARS, OR above grade above finished slab AFS common COM equipment EQUIP select SEL interior INT sewer SWR uniform uniform building code UNIF UBC OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY accessible ACC complete COMPL equivalent component COMP estimate EST EST junction box LADi-BOsheet metal SM ladder LAD uniform fire code UFC TO GRASP AND TURN OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE AS addendum ADDM additional ADDL concrete CONC exhaust EXH sheet vinyl SV landscape LNDSCP shelving SHV uniform mechanical code unformplumbingcode UMC UPC ABOVE IN EGRESS DIRECTION. adjustable ADJ concrete masonry unit CMU exhaust fan EXH FN lavatory LAV shower SHR urinal UR air condition A/C condensate CNDS exhaust hood EXH HD linear feet (foot) LF sidewalk Sw utility UTIL 2. MAXIMUM EFFORT TO OPERATE SHALL NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS AND altemate ALT condition COND exhaust fan aluminum ALU conduit CND existing EXH FN EXIST louver LVR lumber LUM siding SDG similar SIM valve box vanity VB VAN b WHITE LANE 5 POUNDS FOR INTERIOR DOORS. SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT anchor bolt AB connect CONN existing grade angle L- construction CONSTR exterior EXIST GR EXT manufacturer MFR mechanical MECH single SGL varies VAR 2 X of W ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. approved APPD consultant CONSULT exterior EF metal MTL smooth sM soap dispenser SD veneer verify vNR VRFY � �1 of COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAYBE UTILIZED TO MEET approximate APPROX contractor CONTR exterior finish system architect ARCH contract documents CD extinguisher EFS EXT minimum MIN solid core SC modify MOD vertical VERT u'.� y� n � THE ABOVE STANDARDS WHEN FIRE DOORS ARE REQUIRED. THE MAXIMUM EFFORT TO architect/engineer A/E cubic yard CU YD face brick FAB sound insulation SND INS mounted MTD south S vestibule video VEST VID s p r . OPERATE THE DOOR MAY BE INCREASED NOT TO EXCEED 15 POUNDS. assembly ASSY current CUR face of stud audio visual AV datum DAT fascia bd FOS FAS BD north N on center OC speaker SPKR specification SPEC wainscot waste wSCT W n of 6 Of of w PROJECT Z EXIT REQUIREMENTS venue AVE dee . D feet FT opposite OPP out to out 0/0 squarer SQ water WTR = _m a W 3. CONSTRUCTION: THE BOTTOM 10 OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING average AVG definition DEF fence beam BM degree DGR finish FN FIN outside face of studs OFS square SQ waterclosetwe SITE DOORS SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE beam, standard S BM delete DEL finish floor FIN FLR square feet (foot) SQ FT over O/ square inch SQ IN welded welded wire mesh WLD WWM 1. ALL EXITS SHALL BE OPENABLE DURING BUSINESS HOURS FROM INSIDE WITHOUT USE OF OPENEDBYAWHEELCHAIRFOOTRESTWITHOUTCREATINGATRAPORHAZARDOUS beam, wide flange WF BM demolition DEMO finish floor elevation bearing BRG design build D B fire alarm FF EL FA paint PT pair PR square yard SQ YD west W CONDITION. WHERE NARROW FRAMES ARE USED, A 10" HIGH SMOOTH PANEL SHALL BE A KEY OR ANY SPECIAL KNOWLEDGE. NO DEAD OR SLIDING BOLTS. NO LATCH OR bearing plate BRG PL detail DET fixture FIXT stainless steel SS panel PNL stairs ST wide flange window WF wDw INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILLALLOW THE DOOR TO BE LATCHING DEVICE EXCEPT PANIC HARDWARE PERMITTED. (UBC SECTION 1004.3 AND UFC below BLW diagonal DIAG floor be ow finish floor BFF diameter DIA floor drain FLR FD parapet PAR partition PTN standard s-fD without wio WD HIGHWAY 119 TAFT HWY EAST PANAMA RD. OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS SECTION 12.104(B)). board BD dimension DIM floor finish FF paving PVG steel joist STLJST wood storage STOR wrought iron WI CONDITION. both faces BF dishwasher DW floor sink both sides BS dispenser DISP flooring FLR SK FLG penny (nail) D percent PCT storm drain SD yard YD = 4. FOR HINGED DOORS, THE OPENING WIDTH SHALL BE MEASURED WITH THE DOOR 2• EXIT SIGNS, IF REQUIRED, MUST BE INTERNALLY ILLUMINATED. bottom BOT distance DIST fluorescent boulevard BLVD division DIV foot FLUOR FT pilaster PIL street ST pipe rail PR stringers STIR year YR m POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. AT LEAST ONE (UBC SECTION 1013.3 AND UFC SECTION 12.114(C)). boundary BDRY document DOC footing bronze BRZ domestic DOM foundation FOOTING FDTN structural STRUCT piaster PLAS substitute SUB plasticiaminate PLAM HIGHWAY 223 OFA PAIR OF DOORS SHALL MEET THIS OPENING WIDTH REQUIREMENT. 3. PROVIDE TWO SEPARATE CIRCUITS FOR EXIT SIGNS CONFORMING TO CODE SECTIONS AS build BLD domestic water supply DWS furnish cabinet CAB door DR furring FURN FURG plumbing PLBG supplement SUP plywood PLYWD supply air SA BEAR MOUNTAIN BLVD FOLLOWS: (UBC SECTION 1012.2, SECTION 1013.4 AND UFC SECTION 12.113, SECTION 12.114). cable television CTV double DBL galvanized GALV support SPIRT polished POL surface SURF 5. IN ADDITION TO ALL LOCAL CODES, HANDICAP REQUIREMENTS SHALL COMPLY WITH THE cast iron CI double glaze DBL GLZ garbage disposal G DISP polyethylene (plastic) POLY surface four sides Sas CALIFORNIA BUILDING CODE, TITLE 24, AS WELLAS FEDERALA.D.A., (AMERICANS WITH 4. PROVIDE TWO SEPARATE SOURCES OF POWER FOR EXIT SIGNS CONFORMING TO CODE ceiling CLG downspouuglas fir DOUG FIR geneas ral ceiling grill CLG GIRL downspout bS general GB GEN prefini d cement PC surface two sides S2S prefinish PREFIN surface one side Sts DISABILITIES ACT). SECTIONS AS FOLLOWS: (UBC SECTION 1012.2 AND UFC SECTION 12.113 2, SECTION 12.114(D)). ceiling height CLG HT drain DR glass ceiling register CLG REG drawer DWR glazing GL GLZ preliminary PRELIM switch Sw project PROJ cement CEM drinking fountain DF glue laminated wood GLU LAM symbol SYM property line PL 10 table of content IOC center CTR each EA gymnasium center line CL each end EE gypsum board GYM GYP BD radius R redwood RWD tackboard TK BD center to center C to C each way EW ceramic CER easement ESMT hardware HDW refrigerator REF telephone TEL register REG television TV STATE FARM SPORTS VILLAGE -NEW RESTROOM BLDG. NTS chamfer CHFR east EAST hardwood HDWD return air RA tempered TMPD GLS temporary ry circle CIR elementary ELEM header HDR revision REV THRU 19001 ASHE ROAD; BAKERSFIELD, CA 93313 Gass CL elevation EL holddown HLDN right RT 0000000000000000 03/09/12 0000000■ 00000000 0000❑■0■ ■■■0000❑ ❑❑❑❑00■■ ■■■■0000 0000■■■■ ■0000❑❑❑ ❑❑0■■■0■ 0000■000 000■000■ -■0000OU ■00■00■■ 0000■00■ ARCHITECTS, INC. 5500 MING AVENUE" SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE " (661) 832-4291 SMD ARCy/T v��P JOfi/y ��F`�� No. C-16835 * DECEMBER 31, 2013 * RENE6WAL "'_ y), O DATE \!O ALC 161JI �;�_____ DANNY E. O IZ, Al ARCHITECT C-14 72 WILLIAMJ. ELBY, IA ARCHITEC C-1 ,835IIIIIIIIIIIIIIIIIIIIIIIIIIIIII �.__ CONFORMED SET RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 FOR: CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 ■IIIII0■■■IIIIIIIIII ■IIIIIIIIII■IIIII0111110 MARK DATE DESCRIPTION CD 03/09/12 PLAN CHECK/BID Q 04/06/12 ISSUED WITH ADDENDUM #3 Z� - Z� - 0 0IIIII0..... .....IIIII.0 JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG -AC 15-CD(040212). pin DRAWN BY: CHECKED BY: CHECKAND VERIFYALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEETARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBYARCHITECTS, INC. 2010 ■0®I♦I♦IIIIIIIIII■ ■IIIIII♦IIIII■IIIII■■ SHEET TITLE INFORMATION SHEET IDENTIFICATION NUMBER G001 000IIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIII0IIIII GENERAL INFORMATION NAME OF PROJECT: STATE FARM SPORTS VILLAGE RESTROOMS ADDRESS: 9001 ASHE ROAD; BAKERSFIELD, CA 93313 OWNER OR AUTHORIZED AGENT: CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT OWNER PHONE: (661)322-5878 OWNER EMAIL: OWNER FAX: OWNED BY: PRIVATE ®CITY/COUNTY =STATE CODE ENFORCEMENT JURISDICTION: ®CITY COUNTY CITY/COUNTY NAME OF JURISDICTION: CITY OF BAKERSFIELD PROJECT SUMMARY BUILDING DESCRIPTION: RESTROOM BUILDING SCOPE OF WORK: NEW RESTROOM BUILDING CODE COMPLIANCE SUMMARY: 2010 CALIFORNIAADMINISTRATIVE CODE ALTERNATIVE MEANS OF COMPLIANCE REQUEST: CONTACT INFORMATION LEAD DESIGN PROFESSIONAUPROJECT COORDINATOR: DESIGNER FIRM NAME LICENSE TELEPHONE N/A ARCHITECTURAL: ORDIZ MELBY ARCHITECTS BILL MELBY C16835 661.832.5258 CIVIL: i AREA SQ. FT. AREAL PER OCCUPANT NUMBER OF OCCUPANTS EGRESS WIDTH PER OCCUPANT (TABLE 1005.1) ELECTRICAL: JMPE ELECTRICAL JOHN MALONEY E013083 661.831.7851 FIRE ALARM: STANDPIPES: ®NO I TYPE TABLE 503 PLUMBING: MDC MARK JAMES BASKIN M26578 661.397.2116 MECHANICAL: MDC MARK JAMES BASKIN M26578 661.397.2116 TRUSSES,- RUSSES:SPRINKLER-STANDPIPE: YES MEZZANINE: ®NO SPRINKLER-STANDPIPE: WEST PRECAST: STRUCTURAL FRAME, INCLUDING COLUMNS, GIRDERS, TRUSSES STRUCTURAL: JOHN A. MARTIN ASSOC. SATISH MATANI 2548 213.483.6490 OTHER: ROOF CONSTRUCTION, INCLUDING SUPPORTING BEAMS & JOINTS** NEW BUILDING: ® NEW BUILDING ❑ SHELL BUILDING F-] FIRST TIME INTERIOR COMPLETION ADDITION ALTERATION TO SHELL EXISTING BUILDING: F-] RENOVATION F_� INTERIOR COMPLETION F-] TENANT ALTERATION RECONSTRUCTION F__] REPAIR ALTERATION TO SHELL CHANGE OF USE TENANT SPACE F-] INTERIOR COMPLETION CHANGE OF OCCUPANCY ORIGINAL OCCUPANCY: PROPOSED OCCUPANCY: OCCUPANCY INFORMATION PRIMARY OCCUPANCIES: ASSEMBLY: F --]A-1 F -]A-2 F -]A-3 F -]A-4 F_jA-5 BUSINESS F-] EDUCATIONAL FACTORY -INDUSTRIAL: F-] F-1 F-] F-2 HIGH HAZARD: F-] H-1 Q H-2 F-] H-3 [_-] H-4 F_� H-5 INSTITUTIONAL: F_� 1-1 [--] 1-2 F] 1-3 F-] 1-4 F__11-5 1-3 USE CONDITION F-] R-1 ❑ R-2 F-1 R-3 F__j R-4 MERCANTILE RESIDENTIAL F-] F� R-2 F-1 R-3 F-1 R-4 STORAGE F-] S-1 F_� S-2 F-] HIGH -PILED S-1 SPECIAL CONDITION: F-] REPAIR GARAGE (406.3) S-2 SPECIAL CONDITION: F-] OPEN (406.3) F-] ENCLOSED 406.4) ® UTILITY & MISCELLANEOUS SPECIAL OCCUPANCIES: 0402 F]403 404 F]405 406 0407 408 409 7410 411 412 413 414 415 416 417 F]418 419 420 421 MIXED OCCUPANCY: ®NO YES SEPARATION: NON -SEPARATED MIXED OCCUPANCY (303.1 EXCEPTION) THE REQUIRED TYPE OF CONSTRUCTION FOR THE BUILDING SHALL BE DETERMINED BY APPLYING THE HEIGHT AND AREA LIMITATIONS FOR EACH OF THE APPLICABLE OCCUPANCIES TO THE ENTIRE BUILDING. THE MOST RESTRICTIVE TYPE OF CONSTRUCTION, SO DETERMINED, SHALL APPLY TO THE ENTIRE BUILDING. SEPARATED MIXED OCCUPANCY (303.1/303.2) - SEE BELOW FOR AREA CALCULATIONS FOR EACH STORY, THE AREA OF THE OCCUPANCY SHALL BE SUCH THAT THE SUM OF THE RATIOS OF THE ACTUAL FLOOR AREA OF EACH USE DIVIDED BY THE ALLOWABLE FLOOR AREA FOR EACH USE SHALL NOT EXCEED 1. OCCUPANT LOAD AND EXIT WIDTH NOT APPLICABLE: REFER TO CODE ANANLYSIS FLOOR PLAN (ANG -002) USEGROUPANDWIDTH OR SPACE DESIGNATION (A) (B) (A+B) (C) EXIT WIDTH (IN) 2,3,4,5 i AREA SQ. FT. AREAL PER OCCUPANT NUMBER OF OCCUPANTS EGRESS WIDTH PER OCCUPANT (TABLE 1005.1) REQUIRED ACTUAL WIDTH SECTION SHOWN ON 1005.1) (A/B)xC PLANS STAIR LEVEL STAIR LEVEL STAIR LEVEL FT H =14 FT TABLE 503 BLDG HEIGHT IN STORIESI STANDPIPES: ®NO I TYPE TABLE 503 FIRE DISTRICT: F -]NO YES (APPENDIX D) FLOOD HAZARD BUILDING HEIGHT: 13'-8" FEET STORY (EXISTING) 4 5* BASEMENT: ®NO YES MEZZANINE: ®NO YES WEST INTERIOR NON - BEARING WALLS STRUCTURAL FRAME, INCLUDING COLUMNS, GIRDERS, TRUSSES FLOOR CONSTRUCTION, INCLUDING SUPPORTING BEAMS & JOISTS** TOTAL # OF OCCUPANTS ROOF CONSTRUCTION, INCLUDING SUPPORTING BEAMS & JOINTS** ' SEE TABLE 1004.1.2 TO DETERMINE WHETHER NET OR GROSS AREA IS APPLICABLE 2 MINIMUM STAIRWAY WIDTH (SECTION 1009.1); MIN. CORRIDOR WIDTH (SECTION 1016.2; MIN. DOOR (SECTION 1008.1.1) 3 MINIMUM WIDTH OF EXIT PASSAGEWAY (SECTION 1020.2) 4 ASSEMBLY OCCUPANCIES (SECTION 1024) ALLOWABLE AREA AND HEIGHT CALCULATIONS ® NOT APPLICABLE: NEW RESTROOM BUILDING - INCREASE NOT NEEDED EXTERIOR WALL ACTUAL LENGTH OPEN LENGTH WIDTH OF PUBLIC WAY OR OPEN SPACE NORTH SOUTH EAST WEST TOTAL IPI I F I I W INCREASE FRONTAGE % SPRINKLERS % FRONTAGE INCREASE FORMULA ALLOWABLE AREA FORMULA LF=100 (F -0.25) W P 30 BOTH BUILDING AND TENANT MUST BE INDICATED ON CHART BELOW STORY NO. OCCUPANCY (A) BLDG AREA PER STORY (ACTUALLY) B TABLE �) REA5031 (C °fo OP N SPACE INCREASE D) % SP INKLER INCREASE �E} ALL WABL EAREA UNLIMITED3 RATIO OF ACTUAL/ ALLOWABLEAREA4 j) M IMUM BLDG SEPARATION RATING REQUIRED BLDG HEIGHT IN FEET H = 13'-8" FT H + 20 FT — FT H =14 FT TABLE 503 BLDG HEIGHT IN STORIESI STANDPIPES: ®NO I TYPE TABLE 503 FIRE DISTRICT: F -]NO YES (APPENDIX D) FLOOD HAZARD BUILDING HEIGHT: 13'-8" FEET STORY (EXISTING) 4 5* BASEMENT: ®NO YES MEZZANINE: 1 OPEN SPACE AREA INCREASES FROM SECTION 506.2 ARE COMPUTED THUS: A. PERIMETER WHICH FRONTS A PUBLIC WAY OR OPEN SPACE HAVING 20 FEET MINIMUM = FT (F) B. TOTAL BUILDING PERIMETER= FT (P) C. RATIO (F/P)= F/P) D. W=MINIMUM WIDTH OF PUBLIC WAY = FT (W) E. PERCENT OF FRONTAGE INCREASE I F=100 [F/P-0.25XW/30 = (%) 2 THE SPRINKLER INCREASE PER SECTION 506.3 IS AS �OLLOWS: A. MULTISTORY BUILDING IS= 200 PERCENT B. SINGLE STORY BUILDING Is =300 PERCENT UNLIMITED AREAAPPLICABLE UNDER CONDITIONS OF SECTIONS GROUP B, F, M, S, A-4 (507.1, 507.2,507.3,507.5); GROUP A MOTION PICTURE (507.8); MALLS (402.6); AND H-2 AIRCRAFT PAINT HANGERS (507.6). 4 MAXIMUM BUILDING AREA = TOTAL NUMBER OF STORIES IN THE BUILDING X E BUT NOT GREATER THAN 3 X E. 5 THE MAXIMUM AREA OF PARKING GARAGES MUST COMPLY WITH 406.3.5. THE MAXIMUM AREA OF AIR TRAFFIC CONTROL TOWERS MUST COMPLY WITH 412.1.2 ALLOWABLE HEIGHT ® NOT APPLICABLE: NEW RESTROOM BUILDING MOST RESTRICTIVE USE GROUP ALLOWABLE HEIGHT (TABLE 503) INCREASE FOR SPRINKLERS SHOWN ON PLANS CODE REFERENCE TYPE OF CONSTRUCTION TYPE: III -B TYPE TABLE 601 BLDG HEIGHT IN FEET H = 13'-8" FT H + 20 FT — FT H =14 FT TABLE 503 BLDG HEIGHT IN STORIESI STANDPIPES: ®NO I TYPE TABLE 503 BUILDING DATA CONSTRUCTION TYPE: Ell -A E]I-B �II-A F-]11-BIII-A ®III -B HIGH RISE: ®NO YES LIFE SAFETY PLAN SHEET# (IF PROVIDED) F]WET F-] DRY FLOOR EXISTING (SF FT) NEW (SF FT) SUB -TOTAL F-1 BASEMENT F-1 GROUNDFLOOR r-� MEZZANINE F -j 2ND FLOOR F-1 3RD FLOOR El 4T" FLOOR TOTAL AREA OF PROJECT TENANT ALTERATION/RENOVATION: AREA OF CONSTRUCTION: 1,621 SQ. FT. PLUMBING FIXTURE REQUIREMENTS CPC TABLE 4:1 "OFFICE OR PUBLIC BUILDING" NOTAPPLICABLE: OCCUPANCY* ---URINALS IV -HT F -]V-A F--]V-B MIXED CONSTRUCTION: ®NO YES TYPES BEARING WALL EXTERIOR SPRINKLERS: Z NO YES f__j NFPA 13 F-] NFPA 13R 1 PARTIALLY SPRINKLERED SPECIAL SUPPRESSION STANDPIPES: ®NO YES CLASS: F-] I F-1 II F_� III FIRE DISTRICT: F -]NO YES (APPENDIX D) FLOOD HAZARD BUILDING HEIGHT: 13'-8" FEET STORY (EXISTING) 4 5* BASEMENT: ®NO YES MEZZANINE: ®NO YES HIGH RISE: ®NO YES LIFE SAFETY PLAN SHEET# (IF PROVIDED) F]WET F-] DRY FLOOR EXISTING (SF FT) NEW (SF FT) SUB -TOTAL F-1 BASEMENT F-1 GROUNDFLOOR r-� MEZZANINE F -j 2ND FLOOR F-1 3RD FLOOR El 4T" FLOOR TOTAL AREA OF PROJECT TENANT ALTERATION/RENOVATION: AREA OF CONSTRUCTION: 1,621 SQ. FT. PLUMBING FIXTURE REQUIREMENTS CPC TABLE 4:1 "OFFICE OR PUBLIC BUILDING" NOTAPPLICABLE: OCCUPANCY* ---URINALS WATERCLOSETS MALE FEMALE RATING REQ'D (W/OVIDHR* REDUCTION)) LAVATORIES SHOWERS MALE FEMALE /TUB DRINKING FOUNTAINS REGULAR ACCESSIBLE TENANT A BEARING WALL EXTERIOR 1,621/200 = 20 1 1 1 1 1 - 1 1 SOUTH WEST TOTAL REQUIRED 1 1 1 1 1 TOTAL PROVIDED 2 6* 3 4 5* * FIXTURES IN "FAMILY R.R." INCLUDED IN THIS COLUMN ** PER 2010 CALIFORNIA PLUMBING CODE TABLE A, OCCUPANT LOAD FACTOR = 200 FIRE PROTECTION REQUIREMENTS ® NOTAPPLICABLE: NEW RESTROOM BUILDING TYPE III -B CONSTRUCTION NOWSPRINKLERED BUILDING ELEMENT FIRE SEPARATION (FEET) DISTANCE FEET RATING REQ'D (W/OVIDHR* REDUCTION)) DESIGN# DETAIL# DESIGN #FOR DESIGN # AND RATED RATED FOR RATED SHEET # PENETRATION JOINTS ASSEMBLY 04/06/12 ISSUED WITH ADDENDUM #3 BEARING WALL EXTERIOR NORTH EAST SOUTH WEST INTERIOR BEARING WALLS NON - BEARING WALL EXTERIOR NORTH EAST SOUTH WEST INTERIOR NON - BEARING WALLS STRUCTURAL FRAME, INCLUDING COLUMNS, GIRDERS, TRUSSES FLOOR CONSTRUCTION, INCLUDING SUPPORTING BEAMS & JOISTS** FLOOR CEILING ASSEMBLY COLUMNS SUPPORTING FLOORS ROOF CONSTRUCTION, INCLUDING SUPPORTING BEAMS & JOINTS** ROOF CEILING ASSEMBLY COLUMNS SUPPORTING ROOF SHAFTS -EXIT ENCLOSURES SHAFTS - OTHER (DESCRIBE) CORRIDOR SEPARATION OCCUPANCY SEPARATION PARTY/FIRE WALL SEPARATION INCIDENTAL USE SEPARATION DWELLING/SLEEPING UNIT SEPARATION SMOKE BARRIER SEPARATION TENANT SEPARATION *INDICATE SECTION NUMBER PERMITTING REDUCTION **INDICATED IF USING TABLE 601 NOTE C EXCEPTION ACC H I -L DRII FOL SHELL VARIABLE FORM REQUIRED FOR ALL SHELL, ALTERATION TO SHELLAND INTERIOR COMPLETION PERMITS ® NOTAPPLICABLE: NEW RESTROOM BUILDING - NO EXISTING SHELL CHECK EACH APPLICABLE LINE TO MATCH SCOPE OF WORK. EDIT AS NECESSARY TO PROVIDE CLEAR DETAIL OF INSTALLATION. MECHANICAL NO WORK EQUIPMENT SET—WITH—WITHOUT POWER _TRUNK LINE INSTALLED_WITH_WITHOUT _GAS LINE INSTALL COMPLETE OPERATIONAL SYSTEM OTHER PLUMBING NO WORK INSTALLED WATER SERVICE _INSTALL BUILDING DRAIN _AND _—OR WATER DISTRIBUTION MAIN—WITH—WITHOUT BRANCHES INSTALL COMPLETE PLUMBING SYSTEM OTHER SPRINKLER _ NO WORK INSTALL COMPLETE SPRINKLER SYSTEM OTHER: BUILDING NO WORK _ INSTALL SLAB_PARTIAL—COMPLETE INSTALL DEMISING WALL_ PARTIAL_ COMPLETE _INSTALL INTERIOR PARTITIONING PARTIAL, T WHITE BOX (ADDITIONAL INTERIOR COMPLETION PERMITS ARE REQUIRED FOR CERTIFICATE OF OCCUPANCY AND POWER) INSTALL CEILINGS OTHER ELECTRICAL _ NO WORK HOUSE PANEL SERVICES LATERALS TO METER CENTERS/PANELS LOCATED ON BUILDINGS _ DEMISE WALLAND CEILING ONLY _CONDUIT, DUCT, RACEWAY IN SLAB POWER AND LIGHTING CIRCUITS TO "J BOX INSTALL LIGHT FIXTURES _INSTALL _HEAT/AC_ELEVATOR—GENERATOR _ PARKING LOT LIGHTS OTHER vJ SCALE: 3/16" = V-0" EGRESS LEGEND EGRESS WIDTH PER OCCUPANT SERVED (C.B.C. TABLE 1005.1) WITHOUT SPRINKLER = 0.2" SQUARE FOOTAGE OF SPACE 358 4 OCCUPANT LOAD 100 OCCUPANT LOAD FACTOR q�:_PROVIDED REQUIRED EXIT WIDTH EXIT WIDTH —SUB -TOTAL OCCUPANT LOAD 4Q� OCCUPANT LOAD AT EXIT 01 M F -A _ 16D ARCHITECTS, Ili C. 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 No. C-16835 DECEMBER 31, 2013 RENEWALATE �Q ��• 0 CA 0 DANNY E.RDI AIA ARCH TE T C- 4,728 WILLIAM J M LBY, AIA ARCH TE C-16,835 ■■■■■■■■ ■■■■■■■■ CONFORMED SO] RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA93313 FOR: CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 ■■■■■■■■ ■■■■■■■■ MARK DATE DESCRIPTION CD 03/09/12 PLAN CHECK/BID 3Q 04/06/12 ISSUED WITH ADDENDUM #3 ■■■■■■■■ ■■■■■■■■ JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG-AC15-CD(040212). pin DRAWN BY: CHECKED BY: CHECKAND VERIFYALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEETARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBYARCHITECTS, INC. 2010 ■■■■■■■■ ■■■■■■■■ SHEET TITLE CODE INFORMATION SHEET SHEET IDENTIFICATION NUMBER ,*,.CODE ANALYSIS FLOOR PLANG002 C1 PARTIAL SITE PLAN NOT TO SCALE - ---- 13 ------0 PARTIAL SITE PLAN 1. . Jli/1LC. 1 — LV ASHE ROAD (RASH .OSURE (E) CONCRETE WALK CENTER LINE OF _ RESTROOM BUILDING 0 F- - - F- T I L _I LJ \y\/ i IF I II I� II I I I l\ it I I I I I I FUTURE PARKING LOT wilk 0 , Lm- m. AF I 1911h or SITE PLAN LEGEND PROPOSED RESTROOM BUILDING FUTURE SPORTS VILLAGE FACILITIES SHOWN DASHED ACCESSIBLE PATH OF TRAVEL KET NOTE DESCRIPTION O(E) POLE WITH ADAAND'$250 FINE' SIGANGE O(E) POLE WITH ADA AND 'VAN ACCESSIBLE' SIGANGE O (E)WII9' WIDE x 18' DEEP ACCESSIBLE PARKING SPACE ISSUED WITH ADDENDUM #3 TH 5' WIDE ACCESS AISLE ON DRIVER SIDE O (E) 36" SQUARE INTERNATIONAL SYMBOL OF ACCESSIBILITY PAINTED IN ACCESSIBLE PARKING SPACE O(E) TRUNCATED DOMES O(E) SIDE WALK O(E) ACCESSIBLE DRINKING FOUNTAIN O ADD 12" HIGH WHITE LETTERS STATING "NO PARKING" PAINTED ON ACCESS AISLE O(E) POLE WITH ACCESSIBLE AUTHORIZATION SIGNAGE 10 (E) ACCESSIBLE PATH OF TRAVEL O11 (E) 9' WIDE x 18' DEEP ACCESSIBLE PARKING SPACE WfTH 8' WIDE ACCESS AISLE ON DRIVER SIDE 12 (E) FIRE HYDRANT 13 (E) PLANTER 14) NEW PLANTER - SEE CIVIL DRAWINGS 16 CONCRETE WALK - SEE CIVIL DRAWIGNS FOR JOINT PATTERN AND DETAILS ■aao❑❑a❑ ■■oaoaDD ■■■DDD❑D ■■■■❑❑❑ ■■■■■■❑❑ ■■■■■■u ■■■■■■ ORDIZ MELBY ARCHITECTS, INC. 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 DANNY E. ORD IA ARCHITECT C 1 ,728 WILLIAM J. MY, AIA ARCHITECT -16,835 ■■■■■■■■ ■■■■■■■ f CONFORMEI) "Ell;] RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 FOR: CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 ■■■■■■■■ ■■■■■■■■ MARK DATE DESCRIPTION CD 03/09/12 PLAN CHECK/BID 3Q 04/06/12 ISSUED WITH ADDENDUM #3 A ■■■■■■■■ ■■■■■■■■ JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG-AC15-CD(040212). pin DRAWN BY: CHECKED BY: CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEETARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC 2010 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ SHEET TITLE SITE PLAN SHEET IDENTIFICATION NUMBER Al -1 1 ■■■■■■■■ ■■■■■■■■ I 8x8xl6 CMU - SPLIT FACE EXTERIOR SIDE 2x6 STUDS @ 16" O.C. WITH 5/8" GYP. BOARD ONE SIDE WITH VENEER PLASTER FINISH M.O. MASONRY OPENING METAL THR OLD TC TOP OF CONCRETE TD TOP OF FLOOR DRAIN ROOF ACCESS LADDER 5'-0" DIAMETER TURNING CIRCLE PLAN LEGEND I I DOOR I — \ I CLEARANCE I � I I \ I I \ I 18" --*=— INTERIOR DOORS 24!' EXTERIOR DOORS I � /I 30"x48" CLEAR AREA UNLESS NOTED OTH RW SEL NOTE: _ ALL DIMENSIONS ARE CLEARANCE TO FINISH MATERIALS CLASSROOM ROOM NAME C-1• ROOM NUMBER D01 — DOOR SYMBOL DOOR NUMBER 6> 1 WINDOW SYMBOL SEE WINDOW SCHEDULE ON A-601 A INTERIOR ELEVATION SYMBOL D A231 B ELEVATION ORIENTATION SHEET NUMBER C INTERIOR ELEVATION SYMBOL .---- ELEVATION ORIENTATION A-2210 Al EXTERIOR ELEVATION SYMBOL A-221LOCATION ON SHEET SHEET NUMBER Al SECTION SYMBOL A-301 LOCATION ON SHEET SHEET NUMBER Al DETAIL SYMBOL LOCATION ON SHEET A-501 SHEET NUMBER - ADA SIGNAGE SYMBOL F - SEE DETAIL C5/A-501 FLOOR PLAN — RESTROOM BUILDING SCALE: 1/4" = V-0" 0404F TOILET AND BATH ACCESSORIES SEE TYPICAL MOUNTING DETAIL D4/A-501 TYPE DESCRIPTION 1 ACCESSORY FLOOR PLAN vJ SCALE: 1/4" = V-0" EN E 0 IRm A, I `i3lco ❑❑❑❑NOON ❑❑❑NOON■ ❑❑NOON■■ ❑NOON■■■ 11� ARCHITECTS, INC. 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 WILLIAM J ARCHITE ■■■■■■■■ XBY, AIA C-16,835 ■■■■■■■■ [_CONFORMED SI=T 1 RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 FOR: CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 ■■■■■■■■ ■■■■■E■■ MARK DATE DESCRIPTION CD (=I GB1 - 36" GRAB BAR - SEE DETAILA4/A501 GB2 GB2 - 42" GRAB BAR - SEE DETAIL A4/A501 Q MH1 MH 1 -MOP HOLDER - B3/A-501 MR1 MR1 - MIRROR WITH STAINLESS STEEL FRAME/SHELF PT2 PT2 - SURFACE MOUNTED PAPER TOWEL DISPENSER SD1 SD1 - LIQUID SOAP DISPENSER FTD2 FTD2 - SURFACE MOUNTED FEMININE TISSUE DISPOSAL SCD1 SCD1 - SURFACE MOUNTED TOILET SEAT COVER DISPENSER TPD3 TPD3 - SURFACE MOUNTED TOILET PAPER DISPENSER FE3 SURFACE MOUNTED FIRE EXTINGUISHER WITH STRAP 1 ACCESSORY FLOOR PLAN vJ SCALE: 1/4" = V-0" EN E 0 IRm A, I `i3lco ❑❑❑❑NOON ❑❑❑NOON■ ❑❑NOON■■ ❑NOON■■■ 11� ARCHITECTS, INC. 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 WILLIAM J ARCHITE ■■■■■■■■ XBY, AIA C-16,835 ■■■■■■■■ [_CONFORMED SI=T 1 RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 FOR: CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 ■■■■■■■■ ■■■■■E■■ MARK DATE DESCRIPTION CD 03/09/12 PLAN CHECK/BID Q 04/06/12 ISSUED WITH ADDENDUM #3 ■■■■■■■■ NOMMEN■■ JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG -AC 15-CD(040212). pin DRAWN BY: CHECKED BY: CHECKAND VERIFYALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEETARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBYARCHITECTS, INC. 2010 ■■■■■■■■ ■■■■■E■■ SHEET TITLE FLOOR PLAN SHEET IDENTIFICATION NUMBER A1 21 ■■■■MMM■ ■■■■■■■■ ��22 o. 0 0 N 3 c') �) V,. lb4 w P o z 00 z aaa 1 WA B 501 SIM K DAYLIGHT ROOF DRAIN AT +6'A.F.F. PER PLUMBING A _ i " i n 2 -6x3 -0 .'......FAII�IL..-..R::.:�•:•..::_:'.:: i .....,....,a...........:................:.......:......:..................:....:............. :...........::,..,.,..--:.,-... .-:.. CRICKET 3 ,. R.D. ■■■■0000 ❑❑❑■■■N■ .• , • 1 ■EEE■■❑❑ ❑N■■EEE■ ■■■■■■■LJ . 102 .. , • .', •'.. ,"•. ' '. . . €';>_:; : ) '...a., . Gc ----� .::'. - \ / , 1X1!!ii!!-'.,� � �. : : C3 Al D2 A302 C3 - '- .-'-'- .- .- .- q 11 1. ...... . A 01 - - - __(E) A501 '' . . A3 1 C2 �' , •T�F.� ..• .. .::. +0-0" ', • SSM'. , • -' • 3 . TYPE 111111 A501 B-- —_ _ _._ B ____.__________._ :.. .=.:." '.:.:. Vhf .':.:.. , ..... . I. ..'. '.'. •. '.... •...-........', ... ,.'.........'. ,.......'. ,..'. ,. B3 B3 A301 - k--. �� ..."'. A301 B.8 .... .-.--. -. B.8 . PLASTER SOFFIT • , . . , PLASTER SOFFIT (�)__­_­_ — = ... �� —•——.—'—•—•——'—'—.—.—.—._.—.—.—.—'— "_••6_. : • �.• . . —.— .—.— C TYPE'll'.. - .`. Q P SII-TTYpE.I1 %.`:...:. A3 . .. . . A3 A301 (�)__ .—. —.— A301 — — __(D) —TOO_.=. • :. —.—.—.—.—.—.—.—._._.—._.—.—.—._._.—._ :,_ 2',:� D. L I- 1` - D.2 B2 1�6 B2 A50 1 TYP * •,: �.:.,:.:-....::::. A 501 TYP (:�)__ ._- ._.-. 8. 6 •. -, • , ... '.. . TYPE -f.'. '.'... . . , . . . . . � . . . . . . : . . -, ',•'..t ..•...' • ' 86 :, q� :: N' " '. ' : 62 '..'•"•'."'... :.' . '.'. "'.. '..moi'..•• '••''-"'• '.•,'.. TYPE l . : A302 : ":. :: ': :: :. A501 :::: :.:::". :' •, - .1.P4•'.'• .. -.'• .• " .. • . . SIM. .. •.'-'.'. •, •'.'. • '.'. • . - �•-:-. .- . -.- E .-.-.-.-.-.-.-. .-.-.-.-.-.-.-.-.- :-._:---.-- -.-.-. - . ,�. ..........', • .• .- . •.'. ,_•...'.. , - .. -... ,-• ..'_ , • ..'.. • . •-. .. .. , • ... , . .'. ,1:.'. , •'.', '•'. , .. , .. . , . , . , . , .. j.', - `'' •'. , •'.'. -'. • '.. , •'.'. , .1 . '•'. , •','. - •. . , • . I. 2 -6. GV "'., .., .. D2 �' . "'.. ' '. A501 •'.'. ,"• :SIM'.. • .. " '. -:.. •," ' -.'..� c 2 -•,.•-'._'..- Y k .. .. .g. . .. �:.. . . . . . . . .. .. - '... ..... .. _. '. '. '. '. 'I '. •, '. '. '.', ''. '. '- •, •... ', '. '. ', '. '. "• '. ' '.:� '. '. '. '.' ".. '. '. '. '. '. .. • • , . • -.'. , • • • • • .... '. - . •- • . ', ... ' • • ', • ._ • ', • . •, • •. ' '. ' • '-'. • '. •, .. •, •.'... ', •, : •, •, •.'. '. ', ', • '. • '. ', . ' ' " 3 F F I IJ DAYLIGHT ROOF DRAIN AT . +6" A.F.F. PER PLUMBING I 62 1 A501 SIM _ i I a i 1()---- 1.2 1.8 () 2 REFLECTED CEILING PLAN. SCALE: 1/4" = V-0" - Q xJ 1p�,, A '- (6.8)_-______ (�)__-______ x�i � 10' 4" TYP x 1 o °'/s —�` r, '— J C5 A502 TYP Q D1 A501 SIM �091 % DAYLIGHT ROOF DRAIN AT x�� �- +6"A.F.F. PER PLUMBING I �, _. _._ ( - ]ll I�W4— R.D. X'� _ __ —.—.—.—.—.—.—.—. ...... —.—.—. ...... —.—..—.—. 1� . /� _v__ — - — V3— D1 C? 0- A502 BUILT-UP —� — . — J� ROOFING 1/2 :12 SLOPE .TUBE STEEL BOTTOM AND TOP RAIL (TYP) PAINT TO MATCH SCREEN TUBE STEEL /1101 --PAINT TO MATCOH SC EPN 1 ROOF PLAN, JSCALE: 1/4" = V-0" x —.— : . ..1It:::::. :: CORRUGATED METAL ::>:::;<:::.:>.;:::,::ROOF SCREEN (TYP) -PAINT .:::.:.:.:.:: FIE CRICKET (TYP) >:' ::.>.: i " i n 2 -6x3 -0 000000■■ ROOF HA �D5 CRICKET FIE CRICKET (TYP) >:' ::.>.: 03/09/12 000000■■ C5 0❑❑❑❑■■■ ■■■00000 ><>><I:'>I':: ■■■■0000 ❑❑❑■■■N■ A502::��::::::<::>>:::::::::<:;::::>::<:>::: >: ;::: ❑❑■■■■N■ ■EEE■■❑❑ ❑N■■EEE■ ■■■■■■■LJ . . €';>_:; : ) - \ / , 1X1!!ii!!-'.,� � �. : : Al A302 - '- .-'-'- .- .- .- q 11 1. ...... . - - - __(E) 3-�� J 5G� I 3-/6 — 3" R.D. —� �O`�8. DAYLIGHT ROOF DRAIN AT I . +6" A.F.F. PER PLUMBING I i 2 oz X 0000❑❑❑■■0000❑❑❑ 03/09/12 000000■■ ■■000❑❑❑ 0❑❑❑❑■■■ ■■■00000 0000■■■■ ■■■■0000 ❑❑❑■■■N■ ■NEEM❑❑❑ ❑❑■■■■N■ ■EEE■■❑❑ ❑N■■EEE■ ■■■■■■■LJ ORDIZ M BY ARCHITECTS, INC. 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 �SEp ARCyT i i A4 PROVIDE PRECISION CUT CMU BLOCK AT ALL LIGHT FIXTURE LOCATIONS (TYP) CORRUGATED METAL PANEL PAINT 151-0 TOP OF SCREEN �—ACCESSIBLE A5 ' SIGNAGE SOUTH ELEVATION. NO 11 SCALE: 1/4" = 1'-0" PROVIDE PRECISION CUT CMU BLOCK AT ALL LIGHT FIXTURE LOCATIONS (TYP) 24'-0" MAX. REFER TO STRUCTURAL HI -LO DRINKING FOUNTAIN mr-rr-m 1 U 0 1 MUL, I U"L Mr-rt:K I U Z) I KUU I UIVAL EAST ELEVATION 0 2' 4# 81 SCALE: 1/4" = V-101" A2 CORRUGATED METAL PANEL TYP A302 PAINT 03/09/12 PLAN CHECK/BID 0. 01 ININEEIMMMESEll Elm ISSUED WITH ADDENDUM #3 I M SESMIMEIMINIMMM M mmmmmmm m m mmmmmmmmmmmmmmmm IMIMEIM0111111111011=ESESEIESESES 11101=11MOINEME M ENIMME1 lmmmmommmmmmmmmmmmmi Ell IMIMMMEINIOIMIMEMM NIMIMIME! El =lMmmi M I m IN ■ IMIM 9 pool M100 MIN mmi M Ell IMMEMSI mmmmmmmmmmmmm mmi ME ■■�■■■■■�■�■� ■■■■�■■■■■■■�■■■■■�■■■��, Ell 01011MMER. IMIMMFwm MEJ-NMMMMWAl MWAM mmmm mmim MMINMEAMERM lm'*m M 1=1111111111MIM! mmimmmmmmimmmmm mimmmm Ell Ell■mmm 00ME IM=■ iMMMMMml Em E1 MM■■■■ EMI 1' , : MIES MEN : Ell mimmimommmmmmmmimimmmmmmmmm MONl I■MMMMMMIMEEMKGI 101111011MME! m EMIM11111=1011111 ON 11101=11MOMI1EMSESES MmM IllM= EN MENEM I ME �—ACCESSIBLE A5 ' SIGNAGE SOUTH ELEVATION. NO 11 SCALE: 1/4" = 1'-0" PROVIDE PRECISION CUT CMU BLOCK AT ALL LIGHT FIXTURE LOCATIONS (TYP) 24'-0" MAX. REFER TO STRUCTURAL HI -LO DRINKING FOUNTAIN mr-rr-m 1 U 0 1 MUL, I U"L Mr-rt:K I U Z) I KUU I UIVAL EAST ELEVATION 0 2' 4# 81 SCALE: 1/4" = V-101" A2 CORRUGATED METAL PANEL TYP A302 PAINT DAYLIGHT ROOF DRAIN C1 - PAINT TO MATCH SURROUNDING MATERIAL NORTH ELEVATION SCALE: 1/4" = l' -O" 24'-0" MAX. REFER TO STRUCTURAL klN :-RIAL A4 Sim CMU CMU PROVIDE PRECISION CUT CORRUGATED CMU BLOCKS ATALL LIGHT METAL PANEL FIXTURE LOCATIONS (TYP) PAINT 15' -0" TOP OF SCREEN 03/09/12 PLAN CHECK/BID 01 04/06/12 ISSUED WITH ADDENDUM #3 I M SESMIMEIMINIMMM M mmmmmmm m m mmmmmmmmmmmmmmmm IMIMEIM0111111111011=ESESEIESESES 11101=11MOINEME M ENIMME1 lmmmmommmmmmmmmmmmmi Ell IMIMMMEINIOIMIMEMM NIMIMIME! IMMEMSI mmmmmmmmmmmmm mmi Ell■mmm 00ME IM=■ iMMMMMml Em E1 MM■■■■ EMI 1' , : MIES MEN : mimmimommmmmmmmimimmmmmmmmm MONl ImNl mmMmMmIMmI ■■■ ���■�■■■��■■■■��■■■, ON 11101=11MOMI1EMSESES MmM IllM= EN MENEM I ME DAYLIGHT ROOF DRAIN C1 - PAINT TO MATCH SURROUNDING MATERIAL NORTH ELEVATION SCALE: 1/4" = l' -O" 24'-0" MAX. REFER TO STRUCTURAL klN :-RIAL A4 Sim CMU CMU PROVIDE PRECISION CUT CORRUGATED CMU BLOCKS ATALL LIGHT METAL PANEL FIXTURE LOCATIONS (TYP) PAINT 15' -0" TOP OF SCREEN rlL-.r, MR IV JI r\Uk-, I Ur%^L mcrcm IV 0 1 MUU I U"L 1 WEST ELEVATION TOP OF WALL PRECISION CUT CMU BANDING (TYP) PRECISION CUT CMU BANDING (TYP) 7 SPLIT FACE CMU (TYP) +0'-0 0 21 41 8' SCALE: 1/4" = V-101" 0 2' 41 81 Gn MENSOMMI I I I MIN Mimi I MIN I I NE11100000 IIIIIIIIIIIIIIIIE100000 ■ ARCHITECTS,, INC. 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 , qMl All I I JoHN 'k Al No. C� 16835 No. 31, 2013 —RENEWAL DATE DANNY ECOVDIZ, AIA A RCHITE 14,728 WILLIAM J. IELBY, AIA ARCHITECT C-16,835 CONFORMED !;)E",I' RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 FOR: CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 MARK DATE DESCRIPTION CID 03/09/12 PLAN CHECK/BID 01 04/06/12 ISSUED WITH ADDENDUM #3 I M SESMIMEIMINIMMM M mmmmmmm m m mmmmmmmmmmmmmmmm IMIMEIM0111111111011=ESESEIESESES 11101=11MOINEME M ENIMME1 lmmmmommmmmmmmmmmmmi IMMEMSI mmmmmmmmmmmmm mmi rlL-.r, MR IV JI r\Uk-, I Ur%^L mcrcm IV 0 1 MUU I U"L 1 WEST ELEVATION TOP OF WALL PRECISION CUT CMU BANDING (TYP) PRECISION CUT CMU BANDING (TYP) 7 SPLIT FACE CMU (TYP) +0'-0 0 21 41 8' SCALE: 1/4" = V-101" 0 2' 41 81 Gn MENSOMMI I I I MIN Mimi I MIN I I NE11100000 IIIIIIIIIIIIIIIIE100000 ■ ARCHITECTS,, INC. 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 , qMl All I I JoHN 'k Al No. C� 16835 No. 31, 2013 —RENEWAL DATE DANNY ECOVDIZ, AIA A RCHITE 14,728 WILLIAM J. IELBY, AIA ARCHITECT C-16,835 CONFORMED !;)E",I' RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 FOR: CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 MARK DATE DESCRIPTION CID 03/09/12 PLAN CHECK/BID 04/06/12 ISSUED WITH ADDENDUM #3 JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG -ACI 5-CD(040212).pin DRAWN BY. CHECKED BY: CHECK AND VERIFYALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEETARE THE PROPERTY OF THE ARCHITECT COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 SHEET TITLE EXTERIOR ELEVATIONS SHEET IDENTIFICATION NUMBER A221 a N N 0 0 U U a C9 a J 0 0 CIIt- N w Y a t - a 0 a re 0 re u< w r 0 0 s U cm 0 0 0 h 0 v 101 FAMILY R.R. "' -' WKAF' UKAIN ANU HW D3 PIPES WITH B INSULATION (TYPICAL) A501 M TOILET AND BATH ACCESSORIES SEE TYPICAL MOUNTING DETAIL D4/A-501 00000000 ■❑❑0oo❑❑ [300000111111111 11111110000000000 [3[3[3[3[3■■■ ■■■❑❑[3[3[3 [3[3[3[3■■■■ ■■■■[3[3[3[3 ❑❑❑■■■■■ ■■■■■❑❑❑ TYPE = it 11 11 11 1�■��1 03/30/12 1■■■�1 1�■■■1 I■ 1■Sl�i �1 2Q (=1 G61 - 36" GRAB BAR - SEE DETAIL A4/A501 ORDIZ 110- ow IN GB2 - 42" GRAB BAR - SEE DETAILA4/A501 110'sm MH1 It ��=JIB ��■■■■■li 1■�� Mama =wn NO: ri MR1 MR1 - MIRROR WITH STAINLESS STEEL FRAME/SHELF PT2 PT2-SURFACE MOUNTED PAPER TOWEL DISPENSER "' -' WKAF' UKAIN ANU HW D3 PIPES WITH B INSULATION (TYPICAL) A501 M 02 D 2 TOILET AND BATH ACCESSORIES SEE TYPICAL MOUNTING DETAIL D4/A-501 00000000 ■❑❑0oo❑❑ [300000111111111 11111110000000000 [3[3[3[3[3■■■ ■■■❑❑[3[3[3 [3[3[3[3■■■■ ■■■■[3[3[3[3 ❑❑❑■■■■■ ■■■■■❑❑❑ TYPE = it 11 11 11 1�■��1 03/30/12 1■■■�1 1�■■■1 I■ 1■Sl�i �1 2Q 02 D 2 SCALE:- 1/4" = V-0" — - - - 0 2' 4' 8' 2 102 STORAGE 01, SCALE: 1/4" = V-0" V 1. - -VV1..-- FIRE EXTINGUISHER (FE3) MR1 TYP OF 4 SD1 TYP OF 4 PT2 TOILET AND BATH ACCESSORIES SEE TYPICAL MOUNTING DETAIL D4/A-501 00000000 ■❑❑0oo❑❑ [300000111111111 11111110000000000 [3[3[3[3[3■■■ ■■■❑❑[3[3[3 [3[3[3[3■■■■ ■■■■[3[3[3[3 ❑❑❑■■■■■ ■■■■■❑❑❑ TYPE DESCRIPTION ■�1 xxX 03/30/12 ❑■■■■■■■ ■■■■■■■U I■ ■■■ 2Q (=1 G61 - 36" GRAB BAR - SEE DETAIL A4/A501 ORDIZ GB2 GB2 - 42" GRAB BAR - SEE DETAILA4/A501 ■1=�/■11111■ MH1 MH1 - MOP HOLDER - B3/A-501 M ELBY MR1 MR1 - MIRROR WITH STAINLESS STEEL FRAME/SHELF PT2 PT2-SURFACE MOUNTED PAPER TOWEL DISPENSER ARCHITECTS, INC. SD1 SD1 - LIQUID SOAP DISPENSER FTD2 FTD2 - SURFACE MOUNTED FEMININE TISSUE DISPOSAL 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 SCD1 SCD1 - SURFACE MOUNTED TOILET SEAT COVER DISPENSER TELEPHONE (661) 832-5258 TPD3 TPD3 - SURFACE MOUNTED TOILET PAPER DISPENSER FACSIMILE (661) 832-4291 FE3 SURFACE MOUNTED FIRE EXTINGUISHER WITH STRAP SCALE:- 1/4" = V-0" — - - - 0 2' 4' 8' 2 102 STORAGE 01, SCALE: 1/4" = V-0" V 1. - -VV1..-- FIRE EXTINGUISHER (FE3) MR1 TYP OF 4 SD1 TYP OF 4 PT2 vc GB2 `--S.S. CHANGING COUNTER WITH A S.S. BACKSPLASH 103 WOMENS. SCALE: 1/4" = V-0" �— WRAP DRAIN AND HWCA5 PIPES WITH INSULATION (TYPICAL) 103 WOMENS (CONT'D. G62 CMU WALL -SEAL AND PAINT If YYvv 111 1111,11, 1111'1 MH1 VENEER PLASTER FINISH -PAINT I�■■Ka■■ ' PLAN CHECK/BID t7[N ■�1 ■■■ice■ 03/30/12 ADDED SHEET ISSUED WITH ADDENDUM #2 I■ ■■■ 2Q 04/10/12 ■I/ ■■ , , 1�■■■■ 1■ ■1=�/■11111■ omms ��\I■■■■■■■■■■ 1■■■ ■11�■ ■r■'iii■■��ii��i.ri■■i■�i■u■i■�■�■ ■ii��■■li■■�I.i■■■■■il vc GB2 `--S.S. CHANGING COUNTER WITH A S.S. BACKSPLASH 103 WOMENS. SCALE: 1/4" = V-0" �— WRAP DRAIN AND HWCA5 PIPES WITH INSULATION (TYPICAL) 103 WOMENS (CONT'D. G62 CMU WALL -SEAL AND PAINT If YYvv 111 1111,11, 1111'1 MH1 VENEER PLASTER FINISH -PAINT I�■■Ka■■ ' PLAN CHECK/BID t7[N ■�1 ■■■ice■ 03/30/12 ADDED SHEET ISSUED WITH ADDENDUM #2 1\w■ ■■■ 2Q 04/10/12 ADDENDUM #4 ■t■■N, ■■■■■:� ■■S!1■li■I:C:CC:::C:::CC:::�I 111111m■0■ii 11ii0000100iiii10111 ■■■■■IiiiiiiiiiUSUMMiii dl�fr ��I■■■■■■■■■n■■■■■■■.I ■■�,'1■■■ii■�iiiiiiiiiir�'iiii ■■a`���1■iiiiiiiii�i�� w� w��i��! � TILE WAINSCOT- g4 6" RTSB MOP SINK A501 Typ 2 CMU WALL -SEAL AND PAINT �S.S CHANGING COUNTER WITH E S.S. BACKSPLASH C 0 2' 4' 91 9 SCALE: 1/4" = V-0" 0 2' 4' 8' INTERIOR ELEVATION KEYNOTES PROVIDE FLUSH JOINTS TO BOTTOM OF SECOND 4" BLOCK COURSE 01 (+/- 4'41 ON EVERY WALL AND PARTITION IN ROOMS 101, 103,104 -APPLY BLOCK FILLER TO COMPLY WITH A SMOOTH, HARD, NOW ABSORBENT SURFACE AS REQUIRED BY CODE. SEE SPECIFICATION SECTION 09900 (TYPICAL) 02 6" COVED BASE - SEE DETAIL B1/A502 g- � AR6y v��P JOHiy OjA No. C-16835 DECEMBER 31, 2013 NEW \9 F �, DATE ` O� DANNY f.ORDI AIA ARCHITCTC 4,728 WILLIAM J. EL& AIA ARCHITECT C-16,835 ■■■■■■■■ ■■■■■■■■ [14ONFORMED :iIEiT RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 FOR: CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 ■■■■■■■■ ■■■■■■■■ MARK DATE DESCRIPTION CD 03/09/12 PLAN CHECK/BID t7[N ■�1 1Q 03/30/12 ADDED SHEET ISSUED WITH ADDENDUM #2 1\w■ ■■■ 2Q 04/10/12 ADDENDUM #4 ■t■■N, ■■■■■:� �S.S CHANGING COUNTER WITH E S.S. BACKSPLASH C 0 2' 4' 91 9 SCALE: 1/4" = V-0" 0 2' 4' 8' INTERIOR ELEVATION KEYNOTES PROVIDE FLUSH JOINTS TO BOTTOM OF SECOND 4" BLOCK COURSE 01 (+/- 4'41 ON EVERY WALL AND PARTITION IN ROOMS 101, 103,104 -APPLY BLOCK FILLER TO COMPLY WITH A SMOOTH, HARD, NOW ABSORBENT SURFACE AS REQUIRED BY CODE. SEE SPECIFICATION SECTION 09900 (TYPICAL) 02 6" COVED BASE - SEE DETAIL B1/A502 g- � AR6y v��P JOHiy OjA No. C-16835 DECEMBER 31, 2013 NEW \9 F �, DATE ` O� DANNY f.ORDI AIA ARCHITCTC 4,728 WILLIAM J. EL& AIA ARCHITECT C-16,835 ■■■■■■■■ ■■■■■■■■ [14ONFORMED :iIEiT RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 FOR: CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 ■■■■■■■■ ■■■■■■■■ MARK DATE DESCRIPTION CD 03/09/12 PLAN CHECK/BID 1Q 03/30/12 ADDED SHEET ISSUED WITH ADDENDUM #2 ISSUED WITH 2Q 04/10/12 ADDENDUM #4 ■■■■■■■■ ■■■■■■■■ JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG-AC15-CD(040212).pin DRAWN BY: CHECKED BY: CHECK AND VERIFYALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEETARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBYARCHITECTS, INC 2010 ■■■■■■■■ ■■■■■■M■ SHEET TITLE INTERIOR ELEVATIONS SHEET IDENTIFICATION NUMBER a -o' a -2,o nN3 N aA231 ui bac oon� oz -/�O CL(L I 104 MEN Cl l' A 1 r- A 1u. . .. V%ar'% L- Il -t - -V CMU WALL -SEALAND PAINT(TYP) r-�TYP OF 4 PT2F�SD1 TYP OF 4 A 1 LJJ 1 WRAP DRAIN AND HW PIPES -j WITH INSULATION (TYPICAL) i MEN (CONT'D 0k-ot1LIIM-. I/ff = I -u 2 CMU WALL ALANILD PAINT(TYP) S.S CHANGING COUNTER WITH S.S. BACKSP -ASH ROOF ACCESS LADDER L-6" RTSB 105 STORAGE 02 Clrl A I r7 lAll 41 ^fl — l-" 1Z I -V �VENERk PLASTER FINISH - PAINT �m M PLAN CHECK/BID GB1 - 36" GRAB BAR - SEE DETAILA4/A501 GB2 - 42" GRAB BAR - SEE DETAIL A4/A501 imm■ OP N ADDED SHEET ISSUED WITH ADDENDUM #2 MRI - MIRROR WITH STAINLESS STEEL FRAME/SHELF 11101101 NMI mm INS 1110110111111111 Ell Ell1111111110110 i-����i■�"■iii�i[]i!� ��i iii now NE 0 1 w - -m m, MM (=1 FTD2 - SURFACE MOUNTED FEMININE TISSUE DISPOSAL I MMM 1111011111 E-d■M-0 1110\wj NEI FE3 1 LJJ 1 WRAP DRAIN AND HW PIPES -j WITH INSULATION (TYPICAL) i MEN (CONT'D 0k-ot1LIIM-. I/ff = I -u 2 CMU WALL ALANILD PAINT(TYP) S.S CHANGING COUNTER WITH S.S. BACKSP -ASH ROOF ACCESS LADDER L-6" RTSB 105 STORAGE 02 Clrl A I r7 lAll 41 ^fl — l-" 1Z I -V �VENERk PLASTER FINISH - PAINT S.S. CHANGING COUNTER WITH 6" 02 E S.S. BACKSPLASH—/ ,I* 2 ^R.. I I.- I SPOUT r TO i WALL 0 EN C C CMU WALL - SEAL AND PAINT (TYP) 2 mmmw—I---- — We TOILET AND BATH ACCESSORIES SEE TYPICAL MOUNTING DETAIL D4/A-501 TYPE O DESCRIPTION PLAN CHECK/BID GB1 - 36" GRAB BAR - SEE DETAILA4/A501 GB2 - 42" GRAB BAR - SEE DETAIL A4/A501 imm■ OP N ADDED SHEET ISSUED WITH ADDENDUM #2 MRI - MIRROR WITH STAINLESS STEEL FRAME/SHELF 04/10/12 NMI mm INIONIC (=1 FTD2 - SURFACE MOUNTED FEMININE TISSUE DISPOSAL Ulm SCD1 - SURFACE MOUNTED TOILET SEAT COVER DISPENSER 1111011111 E-d■M-0 1110\wj WrA 2% I '31limill S.S. CHANGING COUNTER WITH 6" 02 E S.S. BACKSPLASH—/ ,I* 2 ^R.. I I.- I SPOUT r TO i WALL 0 EN C C CMU WALL - SEAL AND PAINT (TYP) 2 mmmw—I---- — We TOILET AND BATH ACCESSORIES SEE TYPICAL MOUNTING DETAIL D4/A-501 TYPE O DESCRIPTION PLAN CHECK/BID GB1 - 36" GRAB BAR - SEE DETAILA4/A501 GB2 - 42" GRAB BAR - SEE DETAIL A4/A501 1Q MH1 - MOP HOLDER - B3/A-501 ADDED SHEET ISSUED WITH ADDENDUM #2 MRI - MIRROR WITH STAINLESS STEEL FRAME/SHELF 04/10/12 PT2 - SURFACE MOUNTED PAPER TOWEL DISPENSER SD1 - LIQUID SOAP DISPENSER (=1 FTD2 - SURFACE MOUNTED FEMININE TISSUE DISPOSAL SCD1 - SURFACE MOUNTED TOILET SEAT COVER DISPENSER TPD3 - SURFACE MOUNTED TOILET PAPER DISPENSER FE3 SURFACE MOUNTED FIRE EXTINGUISHER WITH STRAP INTERIOR ELEVATION KEYNOTES PROVIDE FLUSH JOINTS TO BOTTOM OF SECOND 4" BLOCK COURSE 4'-4") ON EVERY WALLAND PARTITION IN ROOMS 101, 103,104 LOCK FILLER TO COMPLY WITH A SMOOTH, HARD, NOW ABSORBENT SURFACE AS REQUIRED BY CODE. SEE SPECIFICATION SECTION 09900 (TYPICAL) 02 6" COVED BASE - SEE DETAIL B1/A502 Gb 00000000 O RDIZ mE L ARCHITECTS, INC. 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 /PMS Jp ARC, )v No. C-16835 DECEMBER 31 2013 RENEWAL DATE C DANNY E. PRDI ;f, AIA ARCH ITECVC B 4,728 WILLIAMJ. LBY, AIA ARCHITECT C-16,835 mmmmmmmm mmmmmmmm CONFORMED 5E1"] RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 FOR: CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 MENESSEN mmmmmmmm MARK DATE DESCRIPTION CID 03/09/12 PLAN CHECK/BID 1Q 03/30/12 ADDED SHEET ISSUED WITH ADDENDUM #2 2Q 04/10/12 ISSUED WITH ADDENDUM #4 mmmmmmmm mmmmmmmm JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG-AC1 5-CD(040212).pin DRAWN BY. CHECKED BY: CHECK AND VERIFYALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEETARE THE PROPERTY OF THE ARCHITECT COPYRIGHT ORDIZ-MELBYARCHITECTS, INC. 2010 SHEET TITLE INTERIOR ELEVATIONS SHEET IDENTIFICATION NUMBER A232 mmmmmmmm mmmmmmmm SECTION SECTION SCALE: 1 /4" = 1'-0" A4 A302 TYP REGLET FLASHING I I I 2x CEILING JOIST SEE STRUCTURAL 5/8" GYP. BOARD WITH VENEER PLASTER FINISH FAMILY R.R. 01 CORRUGATED METAL SCREEN - PAINT TJI - SEE STRUCTURAL D2 METAL SCREEN FRAMING - PAINT TO MATCH SCREEN ROOFING rrrrrrrrrrrr rtr rrrrrrrrtINIMUr R-30 BATT INSULATION 5/8" GYP. BOARD WITH VENEER PLASTER FINISH 2x6 STUDS AT 16" O.C. CMU WALL FOOTING - SEE STRUCTURAL `-2x CEILING JOIST SEE STRUCTURAL 5/8" GYP. BOARD WITH VENEER PLASTER FINISH STORAGE 01 D5 A502 TYP I REGLET / FLASHING CONCRETE SLAB ON GRADE - SEE STRUCTURAL ■ +15'-0" TOP OF SCREEN +13'-8" TOP OR MASONRY� TURN ROOFING MATERIAL UP UNDER FLASHING (TYP) C2 +8._6.. CEILING HT. CMU WALL CONCRETE WALK (SEE CIVIL PLANS) +0._0" FINISH FLOOR FOUNDATION -SEE STRUCTURAL Lf. '00�*wes4011 4 CONCRETE SLAB ON GRADE - SEE STRUCTURAL FOOTING (TYP) - SEE STRUCTURAL CONCRETE WALK (SEE CIVIL PLANS) +0,_0 � FINISH FLOOR ;4 —FOUNDATION - SEE STRUCTURAL D5 A2 BUILT-UP ROOFING OVER A502 A302 PLYWOOD SHEATHING OVER NP --------------_.\ ROOF FRAMING 1 +15' " 0 \� CORRUGATED METAL I I TOP OF SCREEN SCREEN - PAINT REGLET +13'-8" FLASHING ; ( TOP OR MASONRY /2x ROOF FRAMING I I SEE STRUCTURAL I i, CRICKET WHERE OCCURS D1 REGLET A501 FLASHING >< CMU WALL ' I i +8'-0" +7' 4" I '' CEILING HT. MASONRY OPENING I I +7,_8•' ( MASONRY OPENING I PLUMBING ACCESS I I EXTERIOR CMU WALL I I CEMENT PLASTER I CONCRETE WALK CONCRETE SLAB ON GRADE (SEE CIVIL PLANS) 2% - SEE STRUCTURAL I 2% I �– M o I MANX =� I +0'_0" FINISH FLOOR J FOOTING 0 o I - SEE STRUCTURAL x / ------------- SECTION 3 SCALE: 1/4" = V-0" 0 2' 4' 8' 3to1 0000❑❑❑■ ■❑❑1300❑❑ D5 ■■❑1300❑❑ 000001IIIII■■ ■■■00000 oaa❑■■■■ ■■■■1313❑a A502 TYP ❑M■■EEE■ ■■■■®■■L ■E■■■■E■ ■■ES®■■■ +15'-0" e TOP OF SCREEN / BUILT-UP ROOFING OVER CORRUGATED METAL REGLET +13'-8" ( ' PLYWOOD SHEATHING SCREEN - PAINT FLASHING OVER ROOF FRAMING Y� TOP OR MASONRY / TJI -SEE STRUCTURAL CRICKET WHERE OCCURS REGLET FLASHING -�— �� A501 +8'-6" A501 / CEILING HT. +7'-4" 2x CEILING JOIST R-30 BATT X.5/8" —M 0� -SEE STRUCTURAL INSULATION GYP. BOARD WITH i CMU WALL VENEER PLASTER FINISH @)TYP WOMEN Lf. '00�*wes4011 4 CONCRETE SLAB ON GRADE - SEE STRUCTURAL FOOTING (TYP) - SEE STRUCTURAL CONCRETE WALK (SEE CIVIL PLANS) +0,_0 � FINISH FLOOR ;4 —FOUNDATION - SEE STRUCTURAL D5 A2 BUILT-UP ROOFING OVER A502 A302 PLYWOOD SHEATHING OVER NP --------------_.\ ROOF FRAMING 1 +15' " 0 \� CORRUGATED METAL I I TOP OF SCREEN SCREEN - PAINT REGLET +13'-8" FLASHING ; ( TOP OR MASONRY /2x ROOF FRAMING I I SEE STRUCTURAL I i, CRICKET WHERE OCCURS D1 REGLET A501 FLASHING >< CMU WALL ' I i +8'-0" +7' 4" I '' CEILING HT. MASONRY OPENING I I +7,_8•' ( MASONRY OPENING I PLUMBING ACCESS I I EXTERIOR CMU WALL I I CEMENT PLASTER I CONCRETE WALK CONCRETE SLAB ON GRADE (SEE CIVIL PLANS) 2% - SEE STRUCTURAL I 2% I �– M o I MANX =� I +0'_0" FINISH FLOOR J FOOTING 0 o I - SEE STRUCTURAL x / ------------- SECTION 3 SCALE: 1/4" = V-0" 0 2' 4' 8' 3to1 0000❑❑❑■ ■❑❑1300❑❑ 0❑❑❑❑❑■■ ■■❑1300❑❑ 000001IIIII■■ ■■■00000 oaa❑■■■■ ■■■■1313❑a ISSUED WITH ADDENDUM #3 ❑M■■EEE■ ■■■■®■■L ■E■■■■E■ ■■ES®■■■ ARCHITECTS, INC. 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 �Ssp ARCy/T v� P JOM/y 3 -t No. C-16835 DECEMBER 31, 2013 !k RENEWAL DATE NP DANNY EED/ AIA ARCHITE728 JAIA ARCHITECT C-16,835 ■■NEEM■■ ■■■■®NEM (:'0 N F 0 R M E D 1130" E:'T • .tee RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 FOR: CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 ■■■■■M■■ MENN®MME MARK DATE DESCRIPTION CD 03/09/12 PLAN CHECK/BID Q3 04/06/12 ISSUED WITH ADDENDUM #3 EE■■■■■■ ■■■■®EEE JOB NUMBER: CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG-AC15-CD(040212).pin DRAWN BY: CHECKED BY: CHECK AND VERIFYALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBYARCHITECTS, INC. 2010 ■M■■■EEE ■■■■■EEE SHEET TITLE SECTIONS SHEET IDENTIFICATION NUMBER A301 NONSENSE ■■■■M■■M a 0 m O O H U w Y a U) r x O a ly ly w w C3 0 U m (6 0 0 v 0 0 v 0 2 �2 a o 0 (0 N 3 M n U 64 L Boz 0 H = CL' L CORRUGATED METAL SCREEN HORIZONTAL - PAINT D5 METAL SCREEN TOP AND A502 BOTTOM RAIL - PAINT TO MATCH SCREEN (TYP)— ROOF ACCESS LADDER SECTION, SCALE: 1" = 1'-0" +15'-0" WALL SECTION, 02 SCALE: 1" = 1'-0" PRECISION CUT CMU +13''-8" Llk TOP OF WALL V 4t J REGLET FLASHING D1 \\ AND CANT STRIP A501 / BUILT-UP ROOFING OVER 00 z I PLYWOOD OVER ROOF - w FRAMING 00 ` 04 <CL 1 .t. R-30 BATT INSULATION PRECISION CUT CMU 01 ^'r �� 2x CEILING JOIST A501 \ - SEE STRUCTURAL Lu v --�- -- — — N C \ 5/8" GYP. BOARD WITH VENEER PLASTER FINISH PRECISION CUT CMU _w co U CV LL CL PRECISION CUT CMU J :2, C) m>- 0� - o0 O OZ U U ZO wCY) ci U 00 0tr u1 V U¢ m 2 Z f Z J O H a z oa o 0L) Lu NU Cn Q W LL = 'Q'-) O w O C/? � 0-w O iE0 PRECISION CUT CMU o �� v t— O > U) Pm 6" COVED BASE o w uj z:) J� U"`' CO YOw w CONCRETE SLAB ? 0 Of d a SEE STRUCTURAL LLmQ , CONCRETE WALK = o > w (SEE CIVIL PLANS) CONCRETE FOOTING > a Q a SEE STRUCTURAL a� N d U) iVl a. a . q a D `\ i i D: WALL SECTION 01 SCALE: 1" = 1'-0" 173. / D 0 6" 1' 2' ❑D❑❑00❑■ 0D❑❑❑❑■■ 0❑0❑❑■■■ 0000■■■■ ■■■■■■■■ ■❑❑❑0000 ■■❑❑0000 ■■■❑aoOD ARCHITECTS, INC. 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 �SM'D ARCy/T HIy �F� JO�A DANNY El OR Z, AIA ARCH IT T -14,728 WILLIAM J. MELBY, AIA ARCHITECT C-16,835 MEMENNEE ■■■■®■■■ 1�0NF0RMED %MEET RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 FOR: CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 ■E■■■■■■ ■■■■N■■■ MARK DATE DESCRIPTION CD 03/09/12 No. C-16835 DECEMBER 31, 2013 04/06/12 ISSUED WITH ADDENDUM #3 �j RENEWAL �Q y� DA7E F C DANNY El OR Z, AIA ARCH IT T -14,728 WILLIAM J. MELBY, AIA ARCHITECT C-16,835 MEMENNEE ■■■■®■■■ 1�0NF0RMED %MEET RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 FOR: CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 ■E■■■■■■ ■■■■N■■■ MARK DATE DESCRIPTION CD 03/09/12 PLAN CHECK/BID Q3 04/06/12 ISSUED WITH ADDENDUM #3 L� NEEM■■■■ ■■■■M■■E JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG-AC15-CD(040212).pin DRAWN BY: CHECKED BY: CHECKAND VERIFYALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEETARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 ■E■■■■E■ ■■■■■■■E SHEET TITLE WALL SECTIONS SHEET IDENTIFICATION NUMBER A302 ■■■■■■■■ ■■■■®■■■ f VA `T.P. CMU WALL DISPENSER RECESSED/ SOAP DISPENSER PAPER TOWEL DISPENSER 04/06/12 VA A STC CLIP AT 32" O.C. MIRROR WHERE SEMI -RECESSED W/ W/ WASTE RECEPTACLE 3 MAX. PROJECTION WATER CLOSET W/ MASONRY REGLET OCCURS r FLUSH VALVE ON FEMININE NAPKIN FEMININE NAPKIN WIDE APPROACH SIDE DISPENSER SP0SAL UITTBECESSE.D _ _ 2x CEILING JOISTS SEMI -RECESSED LAVATORY AT 16 O.C. I SEE GEN. NOTE 3 URINAL MIRROR � BUILT-UP ROOFING V-5" MIN I 18" MIN. TO SIDE WALL 42" MIN. Z OVER PLYWOOD OVER ROOF FRAMING I I 12" AX IL 0 6" MAX. 24 O 36" MIN. .� ( WRAP DRAIN AND 1= MIN. a0 d CLOF GRA BARS HW PIPES WITH - - - - L ( INSULATION 1 1/2" N w - = O LR' •:::�;:', :,:.:. 3 IF BER CANT STRIP Y V 5/8 GYP. BOARD WITH VENEER PLASTER o u I Q w j I I I O - r.o.s. g Z z z -__ HAND DRYER Z z X LEDGER WHERE OCCURS FINISH / z z cn o p I CLEAR FLOOR I - coM d _ O 12" _ ti M - b TOILET SEAT COVER ` -SEE STRUCTURAL M �? N SPACE I a, - N N d O DISPENSER �, N Q w I Ibi �w I r' FINISHED FLOOR W 2x STUDS AT 16" O.C. v i I 36" MAX. 18" INSULATE LAVATORY a, I C3 SUPPLY & DRAIN GENERAL NOTES: A501 LINES PER SPECS NOTE: 1. THE NAMED ITEMS IN THIS DETAIL SHALL BE MOUNTED THE FIXTURES AND ACCESSORIES SHOWN HEREIN AT HEIGHTS ACCESSIBLE TO PERSONS WITH DISABILITIES. - 2'-6 ARE NOT NECESSARILY INCLUDED IN THIS PROJECT. "MIN 2. MOUNTALL FIXTURES AND ACCESSORIES AT HEIGHTS ILLUSTRATED REFER TO PLANS AND SPECIFICATIONS FOR FIXTURE IN THIS DETAIL UNLESS NOTED OTHERWISE ON THE PLANS. OR ACCESSORY TYPE AND LOCATIONS. NOTE: 3. THIS DIMENSION SHALL BE: 52" MINIMUM WHEN LOCATED INA TOILET STALL OR - ALL DIMENSIONS TAKEN FROM FACE OF FINISH WALL. 54" MINIMUM WHEN NOT IN STALL (SUCH AS SINGLE ACCOMMODATION TOILET ROOMS) REGLET CMU WALL CLG. JOIST INT. WALL ACCESS. LAV REFERENCE TOILET ACCESSORIES SCALE: 11/2"= V-0" 0 6" 12" 18" SCALE: 11/2"= 1'-0" 0 6" 12" 18" SCALE: 3/4" = V-0" 0 1' 2' 3' NOT TO SCALE 0 2' 4' 6' 3" CAST IRON PIPE CMU WALL 2x FURRED 2x LEDGER WITH ANCHOR RODS MOUNT ON WALL ADJACENT TO LATCH a SIDE OF DOOR. +60" TO CENTERLINE OF SIGN WALL FRAMING NOHUB RUBBER CLAMP -SEE STRUCTURAL ENTRY _ CASTIRON TO ABS 2x CEILING JOIST LATEX -PORTLAND CEMENT N 5/8" HIGH INTERIOR FINISH PVC-DWV SCH 40 OUTSIDE - SEE STRUCTURAL MORTAR BOND COAT. D LETTERING MIN. ACCESSIBLE ENTRY - SEE PLANS TO MATCH FINISH FLANGE WOMENS SECURE SIGNS WITH CERAMIC TILE INSTALXPANDILATION METHOD TCNA A TAMPER RESISTANT SCREWS TYPICAL SLOPE (3)1/4 DIA. X 3' LONG t... CAULKALLAROUND E MASONRY ANCHORS (ICBG # 1372) ANCHORS 1/2x1/2 S.M. ANGLE WOMEN: SYMBCENTEOLS ARE RED ON TOHEESET SETION IN SILICONE E DOOR, 60" ABOVE PRECISION CUT --- ------ _______ IF_ CMU BLOCK ► +8' 6„_ 5/8" GYP. BOARD WITH VENEER PLASTER FINISH _ """" ""������� 1 1-1/2" DIA. O.D. SS GRAB BAR. WATER RESISTIVE 15# FELT 1/2" CEMENTITIOUS BACKER UNIT FLOOR AND ARE TO BE DISTINCTLY DIFFERENT c� FROM THE DOOR IN ZAI\w COLOR AND CONTRAST. BRAILLE SYMBOLS ARE SPLIT FACE ___ CMU BLOCK DAYLIGHT ROOF DRAIN PAINT SAME COLOR AS 2x STUDS 16" O.C. d FINISH M -SEE FINISH SCHEDULE SEALANT B MEN GRADE 2 DOTS SHALL MEN N EACH F CELL W120/10"ISPACE BETWEEN CELLS. DOTS SURROUNDING SURFACE - CMU WALL + —CMU WALL FLOOR SINK BLOCKING ¢ SHALL BE RAISED A MINIMUM OF 1/40" ABOVE d I THEDETBACKGROUND CKG 501 ND - REFER TO - F.F. __ _ RESTROOM FIELD VERIFY LOCATIONS A501 G PARTIAL ELEVATION C UNISEX DOWN SPOUT DAYLIGHT-- CSCALE: CLG FURRED WALL GRAB BAR CMU MOP SINK BACKING 04 RESTROOM SIGNAGE 3" 6" 9" 1" - 11-011 SCALE: 1 1/2"= 1 0 0 6 12 18 SCALE: 3 = 1'-0" 0 3" 6" 9" SCALE: 3" = 1'-Q" 0 0 6" 1' 2' NOT TO SCALE NOTES: 30"X 48" CLEAR SPACE 1. HAWS MODEL (SEE PLUMBING) OR EQUAL. VER MFR 2„ 2.. NOTES: PEDESTAL MOUNTING SPECIFICATIONS AND DETAILS PER MANUF. DRAWINGS. CMU WALL 2x LEDGER WITH ANCHOR RODS THINSET CERAMIC TILE OVER TILE CEMENT BACKER BOARD 1. CHARACTERS AND SYMBOLS - - ARE REQUIRED TO CONTRAST 0 SEE STRUCTURAL WALL FINISH WITH THEIR BACKGROUND. co 2x CEILING JOIST SYMBOLS ARE TO BE CENTERED CL 2 ON DOOR 60" ABOVE FLOOR AND — — �- ARE TO BE DISTINCTLY DIFFERENT � O + + Z - SEE STRUCTURAL Q FROM THE DOOR IN COLOR AND IN + + + + o CONTRAST. 3 +} i- 3. 1/4" MATTE FIN LEXAN MATERIAL BACKSPRAYED. + FRONT ELEVATION SEALANT 4. INSTALL 10 -DBL STICK 3MIL/3M \ I IND. GRADE 3-3/4" STRIPS. 2'-0" L- - PLAN VIEW CMU WALL /� �� 5. CHARACTERS WIDTH TO HEIGHT RATIO BTW 3:5 AND 1:1 - _ _ _ _ - A4 FLOOR SINK LOCATION MORTAR BOND COURT 6. STROKE WIDTH TO HEIGHT RATIO BTWI:5AND 1:10 - - BACKING '. +8'-6" A501 SEE PLUMBING SCHEDULE FOR DRAIN ASSEMBLYC4 MEN WOMEN 5/8" GYP. BOARD WITH FASTEN PLATE WITH WOOD BACKING - A501 POLISHED 12" I�— o VENEER PLASTER FINISH WITH #12 PHIS (2) PER BRACKET SEALANT EDGES- TYPICAL o ' 'J' MOLD 12., 1/32" HIGH - v X : LEXAN � FIGURES FINISH - SEE FINISH SCHEDULE TYPICAL CMU WALL N�•: N .. O ° ° MEN WOMEN F.F.'F.F_'. SECTION CONC. SLAB ALL SIGNS TO BE 1/4" THICK SIGNS TO HAVE WHITE FIGURE ON BLUE SIGNS TO BE DISTINCTLY DIFFERENT BACKGROUND (BLUE # 15 090, FED. STD. 595 B). SIDE ELEVATION FRONT ELEVATION FROM THE DOOR FINISH IN COLOR AND SIGNS SHALL BE MECHANICALLY FASTENED CONTRAST. (MIN 70% CONTRAST) HI -LO DRINKING FOUNTAIN CLG CMU WALL MOP RACK ANCHORAGE MOP SINK � 4 6 " SCALE: 1/2" = 1'-0" 0 1' 2' 4' SCALE: 1 1/2"= 1'-0" 0 6" 12" 18" SCALE: 1/4" = 1'-0" 0 2' 4' 8' "- '- " " SCALE: 1 1/2 = 1 0 0 6 12 18 14 GAUGE GALVANIZED 3/4 9 GAUGE ZINC PLATED STAPLE WITH CHISEL OR MIN EARTHQUAKE STAPLES WITH EXTEND FLOORING INTO FLOOR DRAIN DIVERGENT POINT AT 6" BARBED SHANK AT 27" O.C. MAXIMUM EACH JOIST 1'-9" FLANGE (ALLAROUND) - SEE PLUMBING Q.C. MAXIMUM - EACH JOIST CAULK 00 2-1 14 GAUGE GALVANIZED M10d GALVANIZED NAILS LAID FLAT STAPLE WITH CHISEL OR AT LOWER FACE OF LATH AT 27" STEEL FINISH 6 S.S. TWO (2) - 3/4 BACKSPLASH PLYWOOD PANELS o 2% 2% - DIVERGENT POINT OR 1.5" O.C. SECURED IN PLACE W/ 9 GAGE X 11 GAUGE GALVANIZED EARTHQUAKE STAPLES TYR 42" GRAB BAR WITH #12 - -� STEEL WIRE NAIL WITH A 5/8" 7/16" HEAD ((c�� �o S.S. SCREWS. 1" EMBED A35 CLIP TOP AND 6" O.C. MAXIlG1UM MIN JOIST OR FURRING @ - _ +34" BOTTOM TYPICAL 16" O.C. MAXIMUM --=--__ ___--_ EACH SIDE JOIST OR FURRING �� GREATER THAN 16" O.C. GREATER N ___ _______ __ _____ ------------------- NON SHRINK GROUT I 3/8" HIGH RIB LATH ' z I 3.4 #/SQ FT — 2x NAILER I 2x6 BLOCKING EARTHQUAKE STAPLE OVER RIB OF LATH @ 27" O.C. N - 2x2 STEEL TUBE - \ o - FRAME - PAINT / M FRAMING AT 16" O.C. MAXIMUM NUTEK ALUM EXTRUDED FRAME \ FLAT RIB LATH 3.4# i i LAMINATED SIGN 1/4" = BASE MTL LEXAN MATT M E d CUT LEXAN LETTERS ON SURFACE -1" HIGH HELVETICA MED RAISED 1/32" 14 GAUGE GALVANIZED STAPLE OR 1.5" X 2x STUD FRAMING SEE PLANS CONTRASTING COLORS (WHITE) 11 GAUGE GALVANIZED STEEL WIRE NAIL FRAMING GREATER THAN 16" O.C. WITH A 7/16" HEAD @ 6" O.C. MAXIMUM 3/8" DIAMETER S.S. HILTI KB 3 WITH 21/2" MIN. EMBED (TYP) d- • - • • • • RAISED CALIFORNIA GRADE II BRAILLE < ; EMBEDDED DOTS PER CBC 11176.5.6 NOTE: F.F. APPLIES AT ALL HORIZONTAL PLASTER SOFFITS AND CEILINGS BACKGROUND BACKSPRAY HORIZONTAL LATH NAILING CHANGING COUNTER FLOOR DRAIN WOOD BACKING TIOLET IDENTITY SIGNAGE 1 SCALE: 1/8" = V-0" 0 4' 8' 16' SCALE: 1" = 1'-0" 0 6" 1' 2' NOT TO SCALE 0 2' 4' 8' SCALE: 1/4" = V-0" 0 2' 4' 8' __ - NOT TO SCALE 0 2' 4' 8' mm?" I . v 0000❑❑❑■ ❑0❑❑00■■ 0000❑■■■ 0000■■■■ ■000❑❑❑❑ ■■00❑❑❑0 0000❑❑❑❑ 0000❑❑❑❑ 0000 ❑❑❑ 0000 ■❑❑ 0000 ■■u ORDIZ M BY ARCHITECTS, INC. 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 JoRc x/' v IV I No. C-16835 1 DECEMBER 31, 2013 RENE DATE DANNY E. O D Z, AIA ARCHITECT IC114,728 WILLIAM J. MELBY, AIA ARCHITECT C-16,835 ■■■■■■■■ ■■■■■■■■ CONFORMED 1,; ;`T RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 Q0 CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 ■■■■■■■■ ■■■■■■■■ MARK DATE DESCRIPTION CD 03/09/12 PLAN CHECK/BID Q3 04/06/12 ISSUED WITH ADDENDUM #3 A ■■■■■■■■ ■■■■■■■■ JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG-AC15-CD(040212).pin DRAWN BY: CHECKED BY. CHECK AND VERIFYALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 SHEET TITLE DETAIL SHEET SHEET IDENTIFICATION NUMBER A501 ■■■■■■■■ ■■■■■■■■ SEALANT I ■ MINION ■■ ■■■■■■ NTE: 3-0 " ■■■■■ NEWS WIN ■■ ■■■ METAL COPING -PAINT WELD AND GRIND SMOOTH + 8d PLYWOOD END NAIL (I MECH. UNIT CURB 1. PRIME DOOR FRAME ASSEMBLY PRIOR DELIVERY LC3/A502 FIELD PAINT H�yP � - TOP OF STEEL mu 8 EQUAL SPACES SEE MECHANICAL 2. RE ER TO DETAITO ( OF 3 ) 3x3xl/4 TUBULAR STEEL CONC. BLOCK -SEAL D BACKESEALAR ROD BOTTOM AND TOP RAIL -PAINT TO MATCH SCREEN - - -- -- - - - -- -- — DOOR 4"x2"x1/4" METAL DOOR FRAME.JUL CO _- _- _- _- _- _- -- - - - - \ /� ALUMINUM DELIVERED PRIME COATED FOR FIELD PAINTING 1111]❑❑❑❑ SEALANT _ CORRUGATED HORIZONTAL N METAL PANEL. 3x3x1/4 TUBULAR STEEL POST PAINT -SEE ROOF PLAN FOR SPACING ❑� � ❑ \ / I / I CONTINUOUS BLOCKING -SEE STRUCTURAL THRESHOLD SET IN MASTIC " " ° 2x2 x1/4 TUBE STEEL FRAME. DELIVERED PRIME COATED FOR FIELD PAINTING / 1/4" SHIM SPACE -PAINT I FURRING CHANNEL � +13'-8" TOP OF PARAPET 22 GA. G.I. FLASHING \ / I I SURFACE APPLIED WEATHERSTRIP -SEE SET THRESHOLD PROVIDE ACCESSIBLE DOOR SIGNAGE ON DOOR FACE PER DETAIL C5/A-501 E ❑ cn w c< a METAL DOOR FRAME „ SPACED AT 24 O.C. SEALANT COUNTER FLASHING Ivl SPECIFICATIONS IN MASTIC ❑❑❑❑❑❑ -PAINT +13_ 0" FIBER CANT STRIP BUILT-UP ROOF SYSTEM / \ / I I \ ( EXTERIOR CONCRETE PROVIDE PADLOCK STAPLE ON FRAME❑❑❑❑ TO MATCH STAPLE ON CMU WALL a = � o � HOLLOW METAL DOOR N LO 'O w BOTTOM OF STEEL SHEET METAL FLASHING OVER PLYWOOD DECKING I I r w / \ I SEE PLAN PROVIDE BLANK PLATE L❑❑❑❑ > OO �� ( TYP BUILT-UP ROOFING ON BOTH SIDES ❑❑❑❑❑❑ /7/ 2% SLOPE 3/8"WIDE x1"DEEP MULLIONS. ❑❑❑❑❑ ❑ I I I a GRIND FLUSH TO DOOR FRAME SPACED AS SHOWN ❑❑❑❑ nFIFIFIF11NOTE: SEALANT NOTE: ROOF FRAMING REFER TO SEE STRUCTURAL DETAIL C5/A502 , 10 GAUGE PLATE AS SHOWN �„ BLOCKING SEE STRUCTURAL (SEALED CONCRET WHERE OCCURS) F.F. CV MECHANICAL CURB THRESHOLD OMD ELEVATION HM JAMB CMU SCREEN WALL SECTION 1 SCALE: 3" = 1'-0" 0 3" 6" 9" SCALE: 1/8" = V-0" 0 4' 8' 16' SCALE: 1/2" = V-0" 0 1' 2' 4' SCALE: = 1'-0" 0 3" 6" 9" " SCALE: 1" = 1'-0" 0 6" 1' 2' -- - , - +4 0" NOTE: 1. PRIME DOOR FRAME ASSEMBLY PRIOR TO HANDLE 'J TO DELIVERY FOR FIELD PAINT 2. REFER TO DETAIL D3/A502 REFERT PL 1" (A-131) FOR G CORRUGTED METAL xx PANEL. HORIZONTAL a ' • 6"x8"x9" METAL (TYP) - PAINT SCUPPER 3 4'W"x1/4" TUBE STEEL FRAME 16 GAUGE GALVANIZED - SCUPPER STEEL ANCHOR (TYP OF 3) • •:'_ BUILT-UP ROOFING OVER PLYWOOD SHEATHING - - - �nrRo AGER - ����ti R�NA';F = TxTxl/4" TUBE STEEL DOOR STILES AND CONC. BLOC ,. o . ° - - — - - --- - METAL END -- CAP. HEM ENDS a SURFACE MOUNTED FIRE EXTINGUISHER WITH STRAP N a10 :- \ TOP/BOTTOM RAILS --- - PAINT -- _ ___ 3 3/8" DIAMETER S.S. HILTI KB 3 WITH „ 2 CANT STRIP ' ATGAUGE OTTOM 12TE 1 `= z z a TYP o . 3x3x1/4 STEEL TUBE 3x3xl/4 STEEL TUBE POSTS (TYP) o 21/2" EMBED (ICC -ESR -1385)), COMPLY WITH SEC. 6.7 AA ADM 1-05 4x LEDGER - SEE STRUCTURAL : <PAINT / BOTTOM AND TOP o RAILS (TYP) PAINT a (TYP) _ _ _ _ _ _ MTL FLASHING CAULKING W/SEALANT w M EXTERIOR CMU w Q � " STEEL FURRING a WALL HINGE (TYP OF 3) ' CHANNELS AT 24" O.C. (TYP) METAL DOOR FRAM a CMU WALL CMU WALL WHERE OCCURS 3/8" WIDE x1"DEEP MULLIONS NOTE: ° TJI - ROOF FRAMING -...: a: SPACED AS SHOWN REFER TO DETAIL D5/A502 -- f - -SEE STRUCTURAL ... HOLLOW METAL DOOR SEE DOOR SCHEDULE SURFACE C 1 SCALE: 1 1/2"= 1'-0" MOUNT F.E. 0 6" 12" 18" SCUPPER SCALE. 1 1/2"= V-0" DETAIL 0 6" 12" 18" OMD JAMB HM HEAD CMU " 1� 1� SCREEN WALL POST SCALE: 3" = 1'-0" 0 3" 6" 9" - f� SCALEImmmmmE. 3 - 1 -0 0 3 6 9 " - � ff SCALE. 1 - 1 -0 �� f 0 6 1 2 jBLOCK / / WALL WITH FLUSH JOINTS SEE FINISH SCHEDULE - VERIFY PROVIDE PADLOCKAND KEY 2'-6" X T-0" INSULATED ACCESS HATCH - SHOP GYP. BOARD METAL TRIM~ PER OWNER'S REQUIREMENTS PRIMED,FIELD PAINTED. 2x STUD — 2 1/2 INTERIOR FINISH - SEE FINISH FROM ALL CORNERS 12" / 5/8" GYP. BOARD WITH VENEER PLASTER FINISH , 0 8d NAIL INTERIOR FINISH - SEE FINISH SCHEDULE SCHEDULE O.C. MAX TYP. BUILT-UP ROOFING CEMENT BASED THINSET. INSTALL (2 AT EACH CLIP TYP SYSTEM / AND GROUT JOINTS z PLYWOOD ROOF DECK / - x / co / GLAZED CERAMIC NON -RECESSED COVED BASE TILE AND BULLNOSE TOP 1/4" SHIM SPACE # 4 DOWELAT A3 BOTTOM 12 18GA CLIP AT 30"OC MAX WITH 2 #8 WS FROM CLIP FLANGE �� WD STUD. TOP/BOTTOM AT JAMBS J MET TYP CONTINUOUS SEALANT 00 < --- o z - ------------ _ A502 CONTINUOUS (TYP) SEALANT H �/ / GROUT w CONT SEALANT-TYP BACKER ROD O O _ �' - 4X BLOCKING A5 BLOCK _ ROOF FRAMING AROUND / CONCRETE SLAB HOLLOW METAL FRAME AND DOOR- SEE DOOR SCHEDULE NON SHRINK GROUT A3 TYP AT LOWER 12" OF A502 w a 3' 0" CLEAR OPENING SHAFT -SEE STRUCTURAL o JAMB EA SIDE VERIFY EQ 7 ALUMINUM LADDER " 2 X 6 STUDS AT 16" O.C. G 1-1/1618 GA CLIP TO DOOR JAMB SHAFT WALL FRAMING 5/8" o �{j GYP BOARD WITH VENEER PLASTER FINISH TYPICAL COVE BASE 1 SCALE: 6" = 1'-0" 0 1" 2" 4" HM JAMB/HEAD SCALE: 3" = 1'-0" HM CLIP WD STUD SCALE: 3" = 1'-0" 0 3" 6" 9" DOOR - SEE SCHED. ROOF ACCESS _, SCALE. HATCH 0 611 1 1 - 1 -0 2 VERIFY JAMB DIM TOP OF HATCH / j/ 7" 3/16" X 2" ALUMINUM 3 DOME STRAINER TYPICAL JAMB - ANCHOR STRAPS EACH SIDE DOME RECIEVERAND MEMBRANE CLAMP O O O O n (� �U O O O O\� 3/8" DIAMETER S.S. HILTI KB 3 (ICC ESR -1385) WI)H MINIMUM 2 (TY 1C EMBED P I ao o� ((JJ U Q BUILT UP ROOFING MEMBRANE w ¢ 11/4" DIA. DEEP - SERRATED RUNGS --- '� oQ « 2) #3x7" REBAR TO o LAB SET IN EPDXY / " �_ o 22 `D w:. HM FRAME TO 1/4 DIA. M.B. AND WASHERS TYPICAL CONCRETE AT USED EXTERIORNOT PLYWOOD SHEATHING--/_ 'v (- 71SEALANT ALL AROUND JAMB CONCRETE WALK FLUSH WITH TOP OF FINISH FLOOR 6063-T5 ALUMINUM HEAVY DUTY RATED ALUMINUM LADDER. CAL. L MANUFACTURERS I. F.F. X O.S.H.A. APPROVED (O'KEEFFE'S #500 OR EQUAL) '- ___._ J - _ o UNDER DECK CLAMP CAST IRON ROOF , - --- �* DRAIN. DAYLIGHT ROOF _ DRAIN AT +6" A.F.F. c, MFR CLIP WITH (2) SHOT PINS 4"X 2" X 3/16" X 3"L ALUM ANGLE BRACKET Q - SEE PLUMBING STANDARD AS SUPPLIED A3 FRAME A502 ANCHORAGE (TYP) BY LADDER MANUFACTURER. a ILTI EQ. VERIFY EQ. ICC ESR -1917) TYP OF TWO ) WITH MFR. 21/2" EMBED SINGLE ROOF DRAIN TYP. JAMB GROUT DETAIL HM HEAD/SILL ROOF ACCESS LADDER i SCALE: 3" = 1'-0" 0 3" 6" 9" SCALE: 3" = 1'-0" 0 3" 6" 9" SCALE: 3" = 1'-0" 0 3" 6" 9" SCALE: 1 1/2"= I'll, 0 6" 12" 18" � r I� V ■■■■■■■ ■ MINION ■■ ■■■■■■ ■■�■■■ ■■■■■ ■■■■■ NEWS WIN ■■ ■■■ ■W■ ■■I ifl INN ■+H� I ORDIZ M BY ARCHITECTS, INC. 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 �S�JmHq)vv p ARCh\ N,� No. C-16835 DECEMBER 31, 2013 lJj RDETE 9TF OF p,L\Fp� 'DIZ, AIA C-14,728 WILLIAM J. MELBY, AIA ARCHITECT C-16,835 M®NEEMEM mmmmm®■® CONFORMED RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 FOR: CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 m®mmmmmm mmmmm®O■ MARK DATE DESCRIPTION CD 03/09/12 PLAN CHECK/BID 3Q 04/06/12 ISSUED WITH ADDENDUM #3 0 ■®■mmo■■ ■mmmmmm■ JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG-AC15-CD(040212).pin DRAWN BY: CHECKED BY: CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEETARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 .Q...... .....®.. SHEET TITLE DETAIL SHEET SHEET IDENTIFICATION NUMBER A502 m®mmmmmm mmommu®® 0 0 0 v a- 0 ao M Z?5 P w a z F- �- _ aaa ORDIZ M BY ARCHITECTS, INC. 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 SMG ARC,y�T v��P JOH/y �A No. C-16835 PLAN CHECK/BID * DECEMBER 31, 2013 RENEW I \�F F Q3 DANNY E OR Z, AIA ISSUED WITH ADDENDUM #3 AR, T -14,728 A �Aj I PROVIDE SOLID BLOCKING ' CEILING MATERIAL 'Lu �gR�Fs PILASTER SHOEp WALL BRACKETS PROVIDE BLOCKING 1/4"x21/2" LAG AS REQUIRED PILASTER 3" O NOT USED NOT USED NOT USED Q� WALL BRACKETS PILASTER Q��SFO� PILASTER 2" TYP 9� T 24 HING �.14" 36" TYP 54" DOOR 12 TYP 2 2„ QOOR �P 1/4" M.B. STAINLESS HINGE 36" STEEL F�O�R PILASTER OA SHOE NOT USED NOT USED NOT USED Foo R REFER TO PLANS FOR ACTUAL �—HILT DROP-IN 1/4 ANCHOR PARTITION CONFIGURATION NOTE: 12" 1. ALL WALL BRACKETS SHALL BE FULL LENGTH EXTRUDED ALUMINUM (APPROX. 48" LONG) SECURED TO WALLS W/ 3" HILTI KB 3 STAINLESS STEEL ANCHORS. (NO PLASTIC INSERTS WILL BE ALLOWED. SCREWS SHALL PENETRATE A MINIMUM OF 11/2" INTO SOLID BLOCKING. SCREWS TO BE EVENLY SPACED 12" ON CENTER OR 13" MAX. TYP. TOILET PARTITIONS SCALE: 1/8" = 1'-0" 0 4' 8' 16' B +4'-0" BULL -NOSE TERMINATION-TYP GWT WH/ GWT FILLER STRIPS AT THICK WAINS WH/OCCURS SEALANT - WH/ CT IS FULL HT BUTT TILES TO CLG W/O BULL DRYSET OR LATEX- PORTLAND NOSE TERMINATION CEMENT MORTAR BOND COAT GWT WAINS NOT USED NOT USED NOT USED INTERGRAL COVED GWT A BASE TYP /-�SEAQNT ON JOINT rZED _ EXPOSED CONC. SLAB - c SEAL WH/OCCURS SEALANT BACKING TCA F114-07 FELT i 2X STUD WALL TYP CERAMIC TILE LAYOUT : NTS EJ GWT VERTICAL CONDITION B NTS ROUND OUT STRETCHER ROUND OUT CORNER GWT BULLNOSE CAP DRYSET OR LATEX- PORTLAND BULLNOSE CAP CEMENT MORTAR BOND COAT - - ROUND IN CORNER - BULLNOSE CAP UPANGLE 5/8" GYPSUM WATER FLAT RESISTANT BOARD NOT USED NOT USED NOT USED _ WOOD STUD FRAMING ROUND IN CORNER STRECHER 30 LB. ROOFING FELT OR 4 MIL - - ROUND IN CORNER POLYETHYLENE FILM r7 COVE BASE ROUND OUT CORNER COVE BASE A MUDSET TILE AT WALL :NTSC TYP. TILE TRIM DETAIL NTS TCA W245-07 & W202-07 AT CMU TYP. CERAMIC TILE DETAILS 4 NOT TO SCALE 0 2' 4' 8' ORDIZ M BY ARCHITECTS, INC. 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 SMG ARC,y�T v��P JOH/y �A WILLIAM J`MELBY, AIA ARCHITECT C-16,835 ■■■■■■■■ ■■■■■■■■ CONFORMED,,►:1' RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA93313 FOR: CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 ■■■■■■■■ ■■■■■■■■ MARK DATE DESCRIPTION CD No. C-16835 PLAN CHECK/BID * DECEMBER 31, 2013 RENEW I \�F F Q3 DANNY E OR Z, AIA ISSUED WITH ADDENDUM #3 AR, T -14,728 WILLIAM J`MELBY, AIA ARCHITECT C-16,835 ■■■■■■■■ ■■■■■■■■ CONFORMED,,►:1' RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA93313 FOR: CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 ■■■■■■■■ ■■■■■■■■ MARK DATE DESCRIPTION CD 03/09/12 PLAN CHECK/BID Q3 04/06/12 ISSUED WITH ADDENDUM #3 A �Aj I ■■■■■■■■ ■■■■■■■■ JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG-AC15-CD(040212).pin DRAWN BY: CHECKED BY: CHECKAND VERIFYALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEETARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ u ■ ■ SHEET TITLE DETAIL SHEET SHEET IDENTIFICATION NUMBER A503 ■■■■■■■■ ■■■■■■■■ a N N O 0 U U a c� O J m 2 O O w w Y a U) t - of O a U) 2 ry LL w Q F- 0 m 3 m 0 0 v 0 SN 0 v 0 (Loa aoo N 3 M �5 � W W �OZ doaa 000000❑■ 0000❑❑■■ 0000❑■■■ 0000■■■■ 0000■■■■ 00m■■■■■ 0mmmmom■ ■mmmmm■■ 0000❑❑❑❑ ■■0000❑❑ 0000❑❑❑❑ ■■■■0000 ■m■■E❑00 ■■momma❑ 0000■■■U ORDIZ M, BY ARCHITECTS, INC. 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 �SMp ARc 71 JOHJV No. C-16835 DECEMBER 31, 2013 l�J RDEEAL �Q 9TF CA__ -- DANNY E.JORDI AIA ARCHITE T C-14,728 WILLIAM J. E BY, AIA ARCHITECT --C-16,835 Cr ONF0RMED;;lI;1� RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 FOR: CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 MARK DATE DESCRIPTION CD DOOR SCHEDULE PLAN CHECK/BID Q 04/06/12 ISSUED WITH ADDENDUM #3 DOOR TYPES DOOR LOUVER FRAME HARDWARE FIRE DOOR SIZE DOOR # REMARKS TYPEW FINISH VISION LT W HT FRAME FINISH SET NO PANIC HDWR RATING SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE HT THK 101 A 3'4" T-0" 0'-13/4" P2 - 24" 18" C P2 01 - 101 - 102A A 3-0" T-0" 0'-13/4" P2 - 24" 18" C P2 02 - 102A -- LOUVER WITH 50%AIR SPACE / Lu / \ / \ // \\ \\ w w 1026 A 34" T-0" U-13/4" P2 - - -- -- A P2 3 P2 03 04 - — 102B 102C -- - 102C B 6'-0" T-0" 0' 13/4" 3 P2 AND INSECT SCREEN WHERE i w = // w �w v 103A C 3'4" T-0" 0'-2" P2 -- -- B P2 05 103A - SCHEDULED \ / C) �__ =____� Lu \\ // Lu w 103B C 3'-0" T-0" 0'-2" P2 -- - B P2 05 - 1036 - zo 104A C 3'-0"T-0" 0'-2" P2 -- -- — B P2 05 -- 104A -- _:--___ � _ ; 0 1048 C 3'-0" 7'-0" 0'-2" P2 -- -- -- B P2 05 -- 1046 -- 105A A 3'-0" 7 '0'--1 '3/4" P2 -- 24" 18" C P2 02 -- 105ATUE - AO HOLLOW METAL ® HOLLOW METAL STEEL © 1056 B 6-10" 7' 0" 0'-1 3/4" P2 -- - -- A P2 04 - 1056 - REBER TO DETAIL D3/A502 106 A T-0" T-0" 0'-13/4" P2 -- 24" 18" C P2 06 - 106 3 FRAME TYPES SEE SEE SEE SCHEDULE 2 SCHEDULE'_,0,2" SCHEDULE 2 TYP TYP TYP A4 A502 N ►—Lu n C4 Lu Lu _! Lu ZD w U 3Lu C3 U Lu 3 U A3 B2 w A502 w D4 w A502 A502 w w A502 w A3 A502 AO HOLLOW METAL © TUBE STEEL © HOLLOW METAL FINISH SCHEDULE FINISH AND MATERIAL KEY FLOORING BASE WAINSCOTT WALLS CEILING MARK FINISH MARK MATERIALS A B C D FF FACTORY FINISH 1 CERAMIC TILE ROOM # ROOM NAME ROOM # REMARKS MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH HEIGHT FINISH FINISH FINISH MATERIAL FINISH P1 PAINT: FLAT ENAMEL 2 RUBBER TOPSET BASE (6" U.N.O.) - REFER TO INT. ELEVS. 101 FAMILY R.R. 01 4 S 7 FF 8 P2 6,8 P2 6,8 P2 6,8 P2 8 P2 3 P2 6-6" 101 P2 PAINT: SEMI -GLOSS ENAMEL 3 518" GYPSUM BOARD, W1 VENEER PLASTER FINISH /SMOOTH FINISH 102 STORAGE 01 4 S 2 FF - - 6 P2 6 P2 3 P2 1/31/6 P2 3 P2 8'-6" 102 S L S 0 4 EXPOSED CONCRETE 103 WOMEN 4 S 7 FF 8 P2 6,8 P2 6,8 P2 6,8 P2 6,8 P2 3 P2 8'-6" 103 3 3 P2 8'-6" 104 104 MEN 4 S 7 FF 8 P2 6,8 P2 6,8 P2 6,8 P2 6,8 P2 BF ACRYLIC COPOLYMER CONCRETE BLOCK FILLER 5 EXPOSED STRUCTURE 105 STORAGE 02 4 S 2 -- - 6 P2 3 P2 6 P2 6 P2 3 P2 8'-6" 105 6 CMU 3 3 3 3 7 6" NON -RECESSED COVE TILE BASE AND BULL NOSE TOP 8 ACRYLIC COPOLYMER CONCRETE BLOCK FILLER NOTES: ALL INTERIOR FINISH MATERIALS SHALL MEET THE TESTING AND PERFORMANCE REQUIREMENTS OF C.B.C. CHAPTER 8 3 -/bo 000000❑■ 0000❑❑■■ 0000❑■■■ 0000■■■■ 0000■■■■ 00m■■■■■ 0mmmmom■ ■mmmmm■■ 0000❑❑❑❑ ■■0000❑❑ 0000❑❑❑❑ ■■■■0000 ■m■■E❑00 ■■momma❑ 0000■■■U ORDIZ M, BY ARCHITECTS, INC. 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 �SMp ARc 71 JOHJV No. C-16835 DECEMBER 31, 2013 l�J RDEEAL �Q 9TF CA__ -- DANNY E.JORDI AIA ARCHITE T C-14,728 WILLIAM J. E BY, AIA ARCHITECT --C-16,835 Cr ONF0RMED;;lI;1� RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 FOR: CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 MARK DATE DESCRIPTION CD 03/09/12 PLAN CHECK/BID Q 04/06/12 ISSUED WITH ADDENDUM #3 mmmmmmmm -■■NEEM■■ JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG-AC15-CD(040212).pin DRAWN BY: CHECKED BY: CHECKAND VERIFYALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEETARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 m■mmmmmm ■N■EEMEN SHEET TITLE SCHEDULES SHEET IDENTIFICATION NUMBER ■mmmo■■m ■■EN■MM■ STRUCTURAL ABBREVIATIONS 18. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT GENERAL INFO INFORMATION AB ANCHOR., BOLT 0 N INT INTERIOR ABV ABOVE SITE VISITS PERFORMED BY THE OWNER'S REPRESENTATIVE DO NOT INCLUDE 1. THE PROJECT SPECIFICATIONS FORM A PART OF THESE GENERAL NOTES. ADDL ADDITIONAL JST JOIST ALT ALTERNATE THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE JT JOINT ANCH ANCHOR,'. 19. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SHORES, BRACES AND GUYS & AND REQUIRED TO SUPPORT ALL LOADS TO WHICH THE BUILDING STRUCTURE AND KSI KIP PER SQUARE INCH ARCH ARCHITECT(URAL). 3. INFORMATION SHOWN ON THE DRAWINGS RELATED TO EXISTING CONDITIONS CONSTRUCTION. SHORING SYSTEMS SHALL BE DESIGNED AND STAMPED BY A CIVIL AT REPRESENTS THE PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. LBS POUNDS REPORT CONDITIONS THAT CONFLICT WITH THE CONTRACT DOCUMENTS TO THE LLBB LONG LEG BACK -BACK BF BRACE FRAME ABOVE NOTED ITEMS. LLH LONG LEG HORIZONTAL BLDG BUILDING' 4. LLV LONG LEG VERTICAL BLK BLOCK NOT BE SCALED. LONG LONGITUDINAL BLKG BLOCKING:.'LT WT LIGHT WEIGHT BEL BELOW OVERLOAD IS ANTICIPATED. LVL LAMINATED VENEER (LUMBER) BM BEAM LVL LEVEL (FLOOR) BN BOUNDARY NAILING WHERE THEY OCCUR. DO NOT WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED OF THE B or BOT BOTTOM . MAX MAXIMUM BRG -BEARING MB MACHINE BOLT BTWN BETWEEN, _� - SUPERVISION OF CONSTRUCTION. _ MECH MECHANICAL BU BUILT-UP. _m MEZZ MEZZANINE BUB BACK-UP BAR SHOWN SHALL BE CONSTRUCTED AS SHOWN FOR SIMILAR WORK. MFR MANUFACTURER MIN MINIMUM CAMB(C) - CAMBER(ED) ARCHITECT'S / ENGINEER'S REVIEW OF THE SHOP DRAWINGS SHALL NOT BE MISC MISCELLANEOUS CBC �,.CAL.IFORNIA, BUILDING ,CODE : MTL_ __METAL_.._.... CG CENTER OF GRAVITY HEALTH, AND THOSE CODES AND STANDARDS LISTED IN THE CONTRACT DOCUMENTS. MS MIDDLE STRIP CIP CAST IN PLACE COORDINATION WITH RELEVANT PORTION OF CONTRACT DOCUMENTS, LACK OF 8, CJ CONSTRUCTION JOINT CALCULATIONS IF REQUIRED AND WHERE DEVIATIONS, MODIFICATIONS AND (N) NEW OR CONTROL JOINT NIC NOT IN CONTRACT CJP COMPLETE JOINT REFERENCED STANDARDS LATEST EDITION. NO (#) NUMBER 9. PENETRATION' NS NEAR SIDE CL(Q CENTERLINE ENGINEER. ALLOW FOURTEEN WORKING DAYS FOR PROCESSING STRUCTURAL STEEL NTS NOT TO SCALE CLG CEILING 10. NORM WT NORMAL WEIGHT CLR CLEAR A. SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS. CMU CONCRETE MASONRY. "UNIT B. SIZE AND LOCATION OF ALL NON-BEARING PARTITIONS. OC ON CENTER (NOT NECESSARY) COL COLUMN OD OUTSIDE DIAMETER CONC CONCRETE UNTIL THE ENTIRE DESIGN LATERAL RESTRAINT FLOOR AND STRUCTURAL WALLS OF OUTSIDE FACE CONN CONNECTION fi OH OPPOSITE HAND CONT CONTINUOUS F. STAIR FRAMING AND DETAILS. 0-0 OUT TO OUT CS COLUMN STRIP OPNG OPENING CRC COLD ROLLED CHANNEL STRUCTURAL MEMBERS UNLESS SPECIFICALLY DETAILED AND INDICATED IN THIS SET 11. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR THE FOLLOWING: CTR CENTER(ED) PARA PARALLEL CTRSK COUNTERSINK OPENINGS, ETC., NOT SHOWN OR NOTED. P/C PRECAST C -C CENTER TO CENTER PERP PERPENDICULAR C. ANCHORAGE AND BRACING FOR ELECTRICAL, MECHANICAL OR PLUMBING 28. DESIGN LOADS: PJP PARTIAL JOINT PENETATION d PENNEY(NAILS) PL (11) PLATE DBL DOUBLE E. SIZE, WEIGHT, AND LOCATION OF MACHINE AND EQUIPMENT BASES. PLY PLYWOOD DET DETAIL PSF POUNDS PER SQUARE FOOT DF DOUGLAS FIR AREA DESIGN LIVE LOAD REMARKS PSI POUNDS PER SQUARE INCH DIA(0) DIAMETER PT PRESSURE TREATED DIAG DIAGONAL POCKETS, ETC., NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUT WHICH ARE P/T POSTTENSIONED(PRESTRESSED) DIM DIMENSION C. SEISMIC DESIGN LOADS: DN DOWN SEISMIC IMPORTANCE FACTOR I = 1.0 RAD (R) RADIUS DO DITTO (REPEAT) REF REFERENCE DP DEEP ELEMENTS, WHEN NOT SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS , REQ'D REQUIRED DWG DRAWING REINF REINFORCEMENT(ING) DWL DOWELS 0.839 RJ ROOF JOIST EA EACH SC SLIP CRITICAL EBF ECCENTRIC BRACE FRAME ATTENDANT CONNECTIONS, AS REQUIRED BY THE STRUCTURAL ENGINEER OF RECORD, SEP SEPARATION EF EACH FACE SCHED SCHEDULE EJ EXPANSION JOINT MASONRY SHEAR WALL SIM SIMILAR ELEC ELECTRICAL SIMP SIMPSON ELEV ELEVATION/ELEVATOR DESIGN TO THE STRUCTURAL ENGINEER OF RECORD FOR REVIEW AND TO THE SHT SHEET EMBED EMBEDMENT SHTG SHEATHING EN EDGE NAILING WIND IMPORTANCE FACTOR = 1.0 SLBB SHORT LEB BACH-BACK EQ EQUAL SLV SHORT LEB VERTICAL EQUIP EQUIPMENT DESIGN OF STAIRS IS ALSO RESPONSIBLE FOR PROVIDING STRUCTURAL SMS SHEET METAL SCREWS ES SIDE EACH SOG SLAB ON GRADE EW EACH WAY CLADDING WIND PRESSURE =PER CBC SECTION 1609 & SPECS SPECIFICATIONS EXIST(E), EXISTING SP SPACE (S) EXP EXPANSION AND PHYSICAL SURROUNDINGS WILL IMPACT THE WORK. SQ SQUARE EXT EXTERIOR SSC SINGLE SHEAR CONNECTION DOCUMENTS WITH THE OWNER'S REPRESENTATIVE BEFORE PROCEEDING WITH THE STAGG STAGGER(ED) FIN FINISHED) 16. STD STANDARD FLR FLOOR CENTERED AT GRIDLINES. WHERE BEAM TO BEAM SPACING IS NOT SHOWN, BEAM STIFF STIFFENER FDN FOUNDATION STL STEEL FLG FLANGE STRUC STRUCTURAL FN FIELD NAILING SYMM SYMMETRICAL FOB FACE OF BLOCK OR BRICK SPECIFIED ON THE CONSTRUCTION DOCUMENTS ARE NOT ALLOWED. FOC FACE OF CONCRETE T & B TOP AND BOTTOM FOM FACE OF MASONRY T & G TONGUE AND GROOVE FO PLY FACE OF PLYWOOD TEMP TEMPORARY FOS FACE OF STUDS THK THICKNESS) FMG FRAMING THRD THREADED FS FAR SIDE THRU THROUGH FT FOOT TP TOP OF PARAPET FTG FOOTING T PLY TOP OF PLYWOOD TRANS TRANSVERSE GA GAGE TOC TOP OF CONCRETE GALV GALVANIZED TOS TOP OF STEEL GB GRADE BEAM TSG TAPERED STEEL GIRDER GL GRID LINE TOW TOP OF WALL GLB GLUE -LAMINATED BEAM TYP TYPICAL HCA HEADED CONCRETE ANCHOR UNO UNLESS NOTED OTHERWISE HD HOLD DOWN HDR HEADER VERT VERTICAL HGR HANGER HORIZ HORIZONTAL W/ WITH HSB HIGH STRENGTH BOLT WBS WELDED BEAM SEAT HS HIGH STRENGTH WD WOOD HT HEIGHT WP WORK POINT WPJ WEAKENED PLANE JOINT IBC INTERNATIONAL BUILDING CODE WS WELDED STUDS ID .,-"INSIDE DIAMETER WT WEIGHT IF INSIDE FACE WWF WELDED WIRE FABRIC IN INCH 18. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT GENERAL ■ ■ Nis ■ INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE MEANS, 0 NO SWINE 0 N METHOD, TECHNIQUES, SEQUENCE AND PROCEDURE OF CONSTRUCTION AS REQUIRED. ■W■ SITE VISITS PERFORMED BY THE OWNER'S REPRESENTATIVE DO NOT INCLUDE 1. THE PROJECT SPECIFICATIONS FORM A PART OF THESE GENERAL NOTES. INSPECTIONS OF MEANS AND METHODS OF CONSTRUCTION PERFORMED BY CONTRACTOR. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE OWNER'S REPRESENTATIVE SHALL BE NOTIFIED OF ANY DISCREPANCIES OR 19. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SHORES, BRACES AND GUYS INCONSISTENCIES. REQUIRED TO SUPPORT ALL LOADS TO WHICH THE BUILDING STRUCTURE AND COMPONENTS, SOILS, OTHER STRUCTURES AND UTILITIES MAY BE SUBJECTED DURING 3. INFORMATION SHOWN ON THE DRAWINGS RELATED TO EXISTING CONDITIONS CONSTRUCTION. SHORING SYSTEMS SHALL BE DESIGNED AND STAMPED BY A CIVIL REPRESENTS THE PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF CALIFORNIA. VISITS TO THE REPORT CONDITIONS THAT CONFLICT WITH THE CONTRACT DOCUMENTS TO THE SITE BY THE OWNER'S REPRESENTATIVE WILL NOT INCLUDE OBSERVATION OF THE OWNER'S REPRESENTATIVE. DO NOT DEVIATE FROM THE CONTRACT DOCUMENTS ABOVE NOTED ITEMS. WITHOUT WRITTEN DIRECTION FROM THE OWNER'S REPRESENTATIVE. 20. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS 4. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DRAWINGS. DRAWINGS SHALL OR ROOFS. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT NOT BE SCALED. SPECIFIED ON THIS SET OF DRAWINGS. PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH OR WHERE 5. DETAILS IN SHEETS TITLED 'TYPICAL DETAILS', TYPICAL DETAILS AND GENERAL NOTES OVERLOAD IS ANTICIPATED. APPLY TO ALL PARTS OF THE WORK, EXCEPT WHERE SPECIFICALLY DETAILED OR 21. STRUCTURAL OBSERVATIONS PERFORMED BY THE STRUCTURAL ENGINEER DURING UNLESS NOTED OTHERWISE. THESE DETAILS ARE NOT SPECIFICALLY REFERENCED CONSTRUCTION ARE NOT THE CONTINUOUS AND SPECIAL INSPECTION SERVICES AND WHERE THEY OCCUR. DO NOT WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED OF THE BUILDING INSPECTOR OR THE DEPUTY INSPECTOR. OBSERVATIONS ALSO DO NOT 6. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES GUARANTEE CONTRACTOR'S PERFORMANCE ANDSHA_ LL NOT BE CONSIDERED AS AND TYPICAL DETAILS. WHERE NOTES AND DETAILS ON DRAWINGS AND THESE _� - SUPERVISION OF CONSTRUCTION. _ GENERAL NOTES AND -TYPICAL DETAILS ARE IN CONFLICT WITH'THE PROJECT SPECIFICATIONS THE MOST STRINGENT SHALL APPLY. CONDITIONS NOT SPECIFICALLY 22. CONTRACTOR SHALL REVIEW SHOP DRAWINGS FOR COMPLETENESS AND COMPLIANCE SHOWN SHALL BE CONSTRUCTED AS SHOWN FOR SIMILAR WORK. WITH CONTRACT DOCUMENTS AND SHALL STAMP SHOP DRAWINGS PRIOR TO SUBMISSION TO THE OWNER'S REPRESENTATIVE. 7. ALL WORK SHALL CONFORM TO THE STANDARDS OF THE FOLLOWING: 23. ARCHITECT'S / ENGINEER'S REVIEW OF THE SHOP DRAWINGS SHALL NOT BE AND ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE CONSTRUED AS AN AUTHORIZATION TO DEVIATE FROM CONTRACT DOCUMENTS. WORK, INCLUDING BUT NOT LIMITED TO CAL/OSHA, DIVISION OF OCCUPATIONAL SAFETY AND HEALTH, AND THOSE CODES AND STANDARDS LISTED IN THE CONTRACT DOCUMENTS. 24. SHOP DRAWINGS WILL NOT BE PROCESSED DUE TO INCOMPLETENESS, LACK OF COORDINATION WITH RELEVANT PORTION OF CONTRACT DOCUMENTS, LACK OF 8, SPECIFICATIONS, CODES, AND STANDARDS NOTED IN THE CONTRACT DOCUMENTS CALCULATIONS IF REQUIRED AND WHERE DEVIATIONS, MODIFICATIONS AND SHALL BE OF THE LATEST APPROVED ISSUE, INCLUDING SUPPLEMENTS, UNLESS SUBSTITUTIONS ARE INDICATED WITHOUT PRIOR WRITTEN APPROVAL FROM THE OTHERWISE NOTED. MATERIAL SPECIFICATIONS SHALL COMPLY WITH ASTM OWNER'S REPRESENTATIVE. REFERENCED STANDARDS LATEST EDITION. 25. ALLOW SEVEN WORKING DAYS FOR PROCESSING SHOP DRAWINGS OTHER THAN 9. MANUFACTURED MATERIALS SHALL BE APPROVED BY THE CHECKING AGENCY PRIOR STRUCTURAL STEEL & DESIGN -BUILD ITEMS AFTER RECEIPT BY THE STRUCTURAL TO THEIR USE. ALL REQUIREMENTS OF THOSE APPROVALS SHALL BE FOLLOWED. ENGINEER. ALLOW FOURTEEN WORKING DAYS FOR PROCESSING STRUCTURAL STEEL & DESIGN -BUILD ITEMS SHOP DRAWINGS. SHOP DRAWINGS AND SUBMITTALS WILL BE 10. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING: REVIEWED A MAXIMUM OF TWO TIMES. A. SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS. B. SIZE AND LOCATION OF ALL NON-BEARING PARTITIONS. 26. THE LATERAL SYSTEM OF THE STRUCTURE IS DESIGNED WITH LATERAL RESTRAINT AT C. SIZE AND LOCATION OF ALL CONCRETE CURBS, FLOOR DRAINS, SLOPES, THE GROUND FLOOR. STRUCTURAL FRAMES ARE NOT LATERALLY SELF SUPPORTING DEPRESSED AREAS, CHANGES IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETC. UNTIL THE ENTIRE DESIGN LATERAL RESTRAINT FLOOR AND STRUCTURAL WALLS D. EXTERIOR WALL SYSTEM. BELOW ARE IN PLACE. E. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS. F. STAIR FRAMING AND DETAILS. 27. DO NOT SPLICE STRUCTURAL MEMBERS UNLESS SPECIFICALLY DETAILED AN G. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS. INDICATED IN THIS SET OF DRAWINGS. DO NOT PLACE OPENINGS, POCKETS, ETC. IN STRUCTURAL MEMBERS UNLESS SPECIFICALLY DETAILED AND INDICATED IN THIS SET 11. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR THE FOLLOWING: OF STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER IF DRAWINGS BY A. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL, ROOF AND FLOOR OTHERS REQUIRE MODIFICATIONS TO STRUCTURAL MEMBERS AS SHOWN IN THIS SET OPENINGS, ETC., NOT SHOWN OR NOTED. OF STRUCTURAL DRAWINGS PRIOR TO PROCEEDING WITH THE WORK. B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS. C. ANCHORAGE AND BRACING FOR ELECTRICAL, MECHANICAL OR PLUMBING 28. DESIGN LOADS: EQUIPMENT TO THE STRUCTURE. A. DEAD LOADS: CONSIST OF BUILDING SELF -WEIGHT PLUS SUPERIMPOSED DEAD D. ANCHOR BOLTS FOR EQUIPMENT MOUNTS. LOADS. REFER TO COMPLETE SET OF DRAWINGS FOR DETERMINING DEAD E. SIZE, WEIGHT, AND LOCATION OF MACHINE AND EQUIPMENT BASES. LOADS. B. LIVE LOADS: 12. OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN STRUCTURAL MEMBERS AREA DESIGN LIVE LOAD REMARKS UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER OF RECORD WHEN DRAWINGS BY OTHERS SHOW OPENINGS, ROOF 20 PSF REDUCIBLE POCKETS, ETC., NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED IN STRUCTURAL MEMBERS. C. SEISMIC DESIGN LOADS: SEISMIC IMPORTANCE FACTOR I = 1.0 13. STAIR FRAMING, HANDRAILS, CLADDING SYSTEMS, METAL STUD FRAMING, MEP OCCUPANCY CATEGORY EQUIPMENT AND PIPING, ANCHORAGE BRACING AND ANY OTHER DESIGN -BUILD _ $S 1.259 ELEMENTS, WHEN NOT SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS , SI = 0.482 SHALL BE THE DESIGN RESPONSIBILITY OF THE CONTRACTOR AND MAY BE SITE CLASS = D SUPPORTED BY THE PRIMARY STRUCTURE. CONTRACTOR SHALL PROVIDE AND 0.839 INSTALL ALL ANCILLARY MEMBERS INCLUDING BUT NOT LIMITED TO BEAMS, COLUMNS, SD1 _ 0.488 POSTS, FOOTINGS, STIFFENERS, GUSSETS, KICKERS, BRACES, ETC., AND THE SEISMIC DESIGN CATEGORY = D ATTENDANT CONNECTIONS, AS REQUIRED BY THE STRUCTURAL ENGINEER OF RECORD, CS = 0.168 TO SUPPORT LOADS IMPOSED BY THE STAIR FRAMING AND DESIGN -BUILD ELEMENTS R = 5 FOR SPECIAL REINFORCED ON THE PRIMARY STRUCTURE. DESIGN AND DETAILING OF THESE ELEMENTS SHALL MASONRY SHEAR WALL BE DEVELOPED AND STAMPED BY A LICENSED STRUCTURAL ENGINEER IN THE STATE SEISMIC DESIGN BASE SHEAR = Cs x BLDG DEAD LOAD OF CALIFORNIA. CONTRACTOR SHALL SUBMIT THE CALCULATIONS, DRAWINGS AND ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL FORCE DESIGN TO THE STRUCTURAL ENGINEER OF RECORD FOR REVIEW AND TO THE D. WIND DESIGN LOADS: GOVERNING AGENCY FOR PERMITTING AND APPROVAL PRIOR TO START FABRICATION. BASIC WIND SPEED (3 SEC. GUST) = 85 MPH CONTRACTOR SHALL OBTAIN ALL PERTINENT PERMITS PRIOR TO START FABRICATION. WIND IMPORTANCE FACTOR = 1.0 STAIR FRAMING AND DESIGN -BUILD ELEMENTS SHALL BE DESIGNED TO AVOID OCCUPANCY CATEGORY = I TORSIONAL LOADS INTO THE PRIMARY STRUCTURE. ENGINEER RESPONSIBLE FOR THE WIND EXPOSURE = C DESIGN OF STAIRS IS ALSO RESPONSIBLE FOR PROVIDING STRUCTURAL INTERNAL PRESSURE COEFFICIENT = 0.18 FOR ENCLOSED OBSERVATIONS FOR THE DESIGN -BUILD ITEMS. STRUCTURE COMPONENTS & 14. CONTRACTOR SHALL CAREFULLY REVIEW THE DRAWINGS TO IDENTIFY THE EXTENT OF CLADDING WIND PRESSURE =PER CBC SECTION 1609 & THE SCOPE OF WORK. VISIT THE SITE TO RELATE THE SCOPE OF WORK TO ASCE 7-05 CH.6 EXISTING CONDITIONS AND DETERMINE THE EXTENT TO WHICH THOSE CONDITIONS AND PHYSICAL SURROUNDINGS WILL IMPACT THE WORK. 15. THE CONTRACTOR SHALL RESOLVE ANY CONFLICTS ON THE CONSTRUCTION DOCUMENTS WITH THE OWNER'S REPRESENTATIVE BEFORE PROCEEDING WITH THE WORK. 16. UNLESS NOTED OTHERWISE, COLUMNS, WALLS, BEAMS, FOOTINGS, ETC, ARE CENTERED AT GRIDLINES. WHERE BEAM TO BEAM SPACING IS NOT SHOWN, BEAM SHALL BE EQUALLY SPACED BETWEEN GRIDLINES. 17. ANY DEVIATION FROM THE APPROVED SET OF STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR REVIEW/APPROVAL BEFORE PROCEEDING WITH THE WORK. SUBSTITUTIONS OF PRODUCTS OR MATERIALS SPECIFIED ON THE CONSTRUCTION DOCUMENTS ARE NOT ALLOWED. 3 /Gu 3-06-2012 ARCHITECTS, INC 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 /S�jU Jo NCy�TF No. C-1683)13*)Z DECEMBER 31, 26ecA�. _ DANNY E. PRDV, AIA ARCH ITE T -14,728 WILLIAM J. MELBY, AIA ARCHITECT C-16,835 DATE SIGNED: MARCH 6, 2012 Z ■■■■■■ ■ ■ Nis ■ 0 NO SWINE 0 N ONE ■W■ ■ � jai ARCHITECTS, INC 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 /S�jU Jo NCy�TF No. C-1683)13*)Z DECEMBER 31, 26ecA�. _ DANNY E. PRDV, AIA ARCH ITE T -14,728 WILLIAM J. MELBY, AIA ARCHITECT C-16,835 DATE SIGNED: MARCH 6, 2012 Z 0 F- AU - Q coo T% � J A. MARTIN & ASSOCIATES, INC. Structural Engineers 950 South Grand Avenue Los Angles, Callfomla 90015 Phone (213)483-6490 Fax (213) 744--1515 JOB #J13411 RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 FOR: CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 ■■■■.■■■ ■®E■®E■ MARK DATE DESCRIPTION m ■.■■■■■■.■■■un®■■ JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG -AC 15-CD(0202 1 2). pin DRAWN BY: TL CHECKED BY: SM CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 ■■■■.■■■.■■■m®■■ SHEET TITLE COFOIhlr SHEET IDENTIFICATION NUMBER S�001 CONCRETE 1. ALL CONCRETE IS REINFORCED AND CAST -IN-PLACE UNLESS OTHERWISE NOTED. 2. ALL PHASES OF WORK PERTAINING TO THE CONCRETE CONSTRUCTION SHALL ■NONE CONFORM TO THE 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI ONE 318, WITH MODIFICATIONS AS NOTED IN THE CONTRACT DOCUMENTS. 3. CONCRETE MIXING OPERATION, ETC., SHALL CONFORM TO C-94. - 4. PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 304 AND CONTRACT I9_ DOCUMENTS. 5. ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS FOLLOWS: LOCATION STRENGTH TYPE OF CONCRETE ALL CONCRETE 3000 PSI NORMAL WEIGHT 6. NO MORE THAN ONE GRADE OF CONCRETE SHALL BE ON THE JOB SITE AT ANY ONE TIME. - 7. PORTLAND CEMENT SHALL CONFORM TO ASTM C-150, TYPE I OR TYPE II, LOW ALKALI. 8. CONCRETE MIXES SHALL BE DESIGNED BY AN APPROVED LABORATORY. THE DESIGN SHALL --BE STAMPED BY A CIVIL OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF CALIFORNIA AND SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR REVIEW AND APPROVAL. ADMIXTURES CONTAINING CALCIUM CHLORIDE ARE NOT ALLOWED. 9. NORMAL WEIGHT CONCRETE AGGREGATES SHALL CONFORM TO ASTM C-33. LIGHT WEIGHT CONCRETE AGGREGATES SHALL CONFORM TO ASTM C-330. 10. NON -SHRINK CEMENT GROUT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 7000 PSI. USE SIKA GROUT 212" (LARR # 24764) OR "MASTERFLOW 928" (LARR # 23137). PROVIDE POUR POCKETS IN FORMS AND UNDER EXISTING STRUCTURAL MEMBERS AS REQUIRED TO PREVENT AIR POCKETS AND OR "HONEYCOMB" UNDER OR AROUND THE EXISTING MEMBERS. CONCRETE CAST WITH AIR POCKETS AND OR HONEYCOMB UNDER OR AROUND THE MEMBERS IS NOT ACCEPTABLE. 12. THE CONCRETE SLAB THICKNESS SHALL BE UNIFORM UNLESS OTHERWISE SHOWN. 13. THOROUGHLY CLEAN AND ROUGHEN ALL EXISTING CONCRETE, CONCRETE PREVIOUSLY POURED AND HARDENED AND MASONRY SURFACES TO RECEIVE NEW CONCRETE. INTERFACE SHALL BE ROUGHENED TO A FULL AMPLITUDE OF 1/4" UNLESS NOTED OTHERWISE. 14. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT PLACED IN CAST -IN-PLACE CONCRETE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. FORMED CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH # 18 BARS 2" #5 BAR, W31 OR D31 WIRE, AND SMALLER 1 1/2 of C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS, WALLS AND JOISTS: #14 AND #18 BARS 1 1/2" #11 BAR AND SMALLER 1" BEAMS, COLUMNS AND WALL JAMBS: PRIMARY REINFORCEMENT, TIES, STIRRUPS, AND SPIRALS: #3 THROUGH #11 1 1/2 #14 AND #18 BARS 2 1/2" 18. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. 19. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. CORING IN CONCRETE IS NOT PERMITTED EXCEPT AS SHOWN. NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF CONDITIONS NOT SHOWN ON THE 20. CURING COMPOUNDS USED ON CONCRETE TO RECEIVE A FINISH SHALL BE APPROVED BY THE FINISH APPLICATOR BEFORE USE. FOUNDATIONS AND SITE WORK 1. THE DESIGN OF THE FOUNDATION SYSTEM IS BASED UPON THE CRITERIA AND RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL INVESTIGATION REPORT BY FUGRO WEST INC., PROJECT NO. 1634.009 DATED SEPT 20, 2007 AND ALL SUBSEQUENT ADDENDA. COPIES ARE AVAILABLE FOR REVIEW AT THE ARCHITECT'S OFFICE. 2. FOOTING DESIGN BASED ON ALLOWABLE SOIL PRESSURE OF 2000 PSF. BOTTOM OF FOOTINGS TO BE A MINIMUM OF 1 FEET BELOW LOWEST ADJACENT FINISHED FLOOR OR GRADE. 3. THE GEOTECHNICAL INVESTIGATION REPORT AND ITS RECOMMENDATIONS SHALL BE FOLLOWED AND SHALL BE CONSIDERED MINIMUM REQUIREMENTS UNLESS MORE STRINGENT REQUIREMENTS ARE PRESENTED IN THE CONSTRUCTION DOCUMENTS. 4. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING, UNDERPINNING AND PROTECTION OF EXISTING CONSTRUCTION. 5. CONTRACTOR SHALL PROVIDE DE -WATERING OF EXCAVATIONS FROM SURFACE WATER, GROUND WATER OR SEEPAGE. REMOVE LOOSE SOIL AND STANDING WATER FROM FOUNDATION EXCAVATIONS PRIOR TO PLACING CONCRETE. 6. EXCAVATION AND COMPACTING IF REQUIRED SHALL BE APPROVED BY THE GOVERNING AGENCY AND THE GEOTECHNICAL ENGINEER PRIOR TO PLACING THE CONCRETE AND REINFORCING. -THE GEOTECHNICAL ENGINEER SHALL SUBMIT LETTER OF COMPLIANCE TO THE OWNER'S REPRESENTATIVE. 7. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL BEHIND RETAINING WALLS BEFORE WALLS HAVE ATTAINED FULL DESIGN STRENGTH. CONTRACTOR SHALL BRACE OR PROTECT ALL BUILDING AND PIT WALLS BELOW GRADE FROM LATERAL LOADS UNTIL ATTACHING FLOORS ARE COMPLETELY IN PLACE AND HAVE ATTAINED FULL STRENGTH. CONTRACTOR SHALL PROVIDE FOR DESIGN, PERMITS AND INSTALLATION OF SUCH BRACING. 8. FOOTINGS SHALL BE PLACED AND ESTIMATED ACCORDING TO DEPTHS SHOWN ON DRAWINGS. SHOULD SOIL ENCOUNTERED AT THESE DEPTHS NOT BE APPROVED BY THE FOUNDATION ENGINEER, FOOTING ELEVATIONS SHALL BE ALTERED AS REQUIRED. 9. FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA SHALL BE MECHANICALLY COMPACTED IN LAYERS IN ACCORDANCE WITH SOIL REPORT. FLOODING IS NOT BE PERMITTED. 10. LOCATE AND PROTECT EXISTING UTILITIES TO REMAIN DURING AND/OR AFTER CONSTRUCTION. 11. ALL ABANDONED FOOTINGS, UTILITIES, ETC., THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED. 12. ALL EARTHWORK SHALL BE DONE IN ACCORDANCE WITH SOILS REPORT RECOMMENDATIONS. W a EXCAVATION & COMPACTION L` NTS----------------------------� SLAB ON GRADE o o o FTG TYPA 1 CO CD 0rl 1 L_ rnm l 51-011 MIN TYP EXCAVATE & COMPACT PER GEO-TECHNICAL REPORT & SPECIFICATION. ACTUAL DEPTH & EXTENT OF THE REQUIRED REMOVAL SHALL BE DETERMINED DURING GRADING OPERATION BY THE GEO-TECHNICAL ENGINEER NOON■■■ MINNIN■■ NOON■■ ■■ ■■■ NOON■ ■NONE ME -ME? ONE ■■■ I ■■■ ■ I9_ f a# , ARCHITECTS, INC 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 �f No. C-16835 DECEMBER 31, 2013 C_ 16"i �Q aQ� . DATE .S� I 'c CALF"` DANNY . DIZ, AIA ARCHIT T C-14,728 WILLIAM J. MELBY, AIA ARCHITECT C-16,835 DATE SIGNED: MARCH 6, 2012 Z_ m 0 � fo Q m JOHN A. MARTIN do ASSWATES, INC. Structural Engineers 950 South Grand Avenue Los Angles, Cdtfomla 90015 Phone (213)483-6490 Fax (213) 744-1515 JOB #J13411 RESTROOM BUILDING . AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 FOR: CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 ■■■■.■.■ ■.■■®■■■ MARK DATE DESCRIPTION - I t4AR 0 9 20121 - 1 PAI m ■.....■■ . ■.■■u■® JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG -AC 15-CD(020212). pin DRAWN BY: TL CHECKED BY: SM CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT, COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 ■s■■■■■■ NOON®■ ■ SHEET TITLE GENERAL NOTES I CONFORI'VIED 180 C7 lI rO MSIr - S�002 REINFORCING STEEL MASONRY (CONCRETE BLOCK. 1. ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN CONFORMANCE 1. MASONRY CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE LATEST F WITH THE 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' (ACI 318), � Is EDITION ACI 530 1 AND THE 'MANUAL OF STANDARD PRACTICE FOR REINFORCED CONCRETE Q I INN CONSTRUCTION' BY THE C.R.S.I. AND THE W.C.R.S.I., OR AS MODIFIED BY THE 2. CONCRETE BLOCK SHALL BE HOLLOW LOAD-BEARING CONCRETE MASONRY UNITS CONSTRUCTION DOCUMENTS. CONFORMING TO C90, MEDIUM WEIGHT. USE OPEN END UNITS AS REQUIRED, AND BOND BEAM UNITS AT HORIZONTAL REINFORCING. MINIMUM COMPRESSIVE STRENGTH 2. REINFORCING BARS SHALL CONFORM TO THE FOLLOWING, UNLESS NOTED OF BLOCKS AS REQUIRED TO MEET SPECIFIED COMPRESSIVE STRENGTH OF OTHERWISE. MASONRY (f'm) SPECIFIED ON THE CONSTRUCTION DOCUMENTS. - CLASSIFICATION TYPE 3. SPECIFIED COMPRESSIVE STRENGTH OF MASONRY, f'm SHALL BE AS FOLLOWS: f'm = 1500 PSI AT 28 DAYS, TYPICAL UNLESS NOTED OTHERWISE. REINFORCING STEEL TO BE WELDED AND LONGITUDINAL REINFORCING STEEL IN 4. DEPUTY INSPECTOR SHALL VERIFY SPECIFIED COMPRESSIVE STRENGTH OF MASONRY = CONCRETE MOMENT FRAME MEMBERS AND IN ACCORDANCE WITH ONE OF THE FOLLOWING METHODS AS DEFINED IN SECTION IN CONCRETE SHEAR WALL ELEMENTS: ASTM A706, 60 KSI 2105 OF THE CALIFORNIA BUILDING CODE: UNIT STRENGTH METHOD ALL OTHER REINFORCING STEEL ASTM A615, 60 KSI* 5. CEMENT SHALL BE AS SPECIFIED FOR CONCRETE. * ASTM A706 GR 60 MAY BE CONSIDERED EQUIVALENT TO ASTM A615, BUT ASTM A615 IS NOT EQUIVALENT 6. MORTAR MIX SHALL CONFORM TO THE ASTM C270 REQUIREMENTS FOR TYPE S. TO ASTM A706 MORTAR SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH AS REQUIRED TO MEET THE SPECIFIED COMPRESSIVE STRENGTH OF MASONRY (f'm). IN NO CASE SHALL 3. -._..MECHANICAL COUPLERS: LENTON _.THREADED COUPLERS _BY. ERICO, _ICC #3967 THE COMPRESSIVE STRENGTH OF THE MORTAR BE LESS THAN OF 1800 PSI .AT 28 (LARK #24507), XTENDER BY HEADED REINFORCEMENT CORPORATION, ICC #2794 DAYS. (LARR #25347) OR BAR -LOCK BY DAYTON SUPERIOR CORP, ICC #2495 (LARR #25342). COUPLERS FOR BEAM AND SLAB BARS AT FORMED CONSTRUCTION JOINTS 7. PROVIDE GROUT COMPLYING WITH ASTM C476 ATTAINING A MINIMUM COMPRESSIVE MAY BE LENTON FORM SAVERS BY ERICO, ICC #3967. STRENGTH AS REQUIRED TO MEET THE SPECIFIED COMPRESSIVE STRENGTH OF MASONRY (f'm). IN NO CASE, THE COMPRESSIVE STRENGTH OF THE GROUT SHALL 4. WELDING OF REINFORCEMENT SHALL BE WITH LOW HYDROGEN E90XX BE NOT LESS THAN 2000 PSI AT 28 DAYS. ELECTRODES FOR WELDING ASTM A615 BARS AND E80XX ELECTRODES FOR WELDING ASTM A706 BARS. ALL WELDING SHALL BE IN CONFORMANCE WITH 8. ADMIXTURES SHALL BE ADDED TO MORTAR OR GROUT RESPECTIVELY PER AMERICAN WELDING SOCIETY, AWS -D1.4. ONLY WELDERS SPECIFICALLY CERTIFIED MANUFACTURER'S RECOMMENDATIONS. ADMIXTURE SHALL BE FOR REINFORCING STEEL AND IN ACCORDANCE WITH AWS D1.4 SHALL PERFORM "SIKA GROUT AID TYPE II" IN PROPORTION OF SIX POUNDS PER CUBIC YARD WELDING OF REINFORCING STEEL. OF GROUT. 5. DRAWINGS SHOW TYPICAL REINFORCING CONDITIONS. CONTRACTOR SHALL 9. PROVIDE A MINIMUM OF ONE BAR DIAMETER (1/2 INCH MINIMUM) GROUT BETWEEN PREPARE DETAILED PLACEMENT DRAWINGS OF ALL CONDITIONS SHOWING MAIN REINFORCING AND MASONRY UNITS. QUANTITY, SPACING, SIZE, CLEARANCES, LAPS, INTERSECTIONS AND COVERAGE REQUIRED BY STRUCTURAL DETAILS, APPLICABLE CODE AND TRADE STANDARDS. 10. PROVIDE A MINIMUM OF ONE BAR DIAMETER (1 INCH MINIMUM) GROUT BETWEEN CONTRACTOR SHALL NOTIFY REINFORCING INSPECTOR OF ANY ADJUSTMENTS PARALLEL BARS. FROM TYPICAL CONDITIONS THAT ARE PROPOSED IN PLACEMENT DRAWINGS TO FACILITATE FIELD PLACEMENT OF REINFORCING STEEL AND CONCRETE. 11. MAXIMUM GROUT POUR , HEIGHT SHALL COMPLY WITH SECTION 1.16 AND TABLE 1. 16.1 OF ACI 530. 6. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. 12. ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH GROUT, UNLESS 7. MINIMUM LAP OF WELDED WIRE FABRIC SHALL BE 12 INCHES, OR ONE FULL MESH OTHERWISE NOTED. PLUS TWO INCHES, WHICHEVER IS GREATER. 13. CELLS SHALL BE IN VERTICAL ALIGNMENT. DOWELS IN FOOTINGS AND FLOORS 8. REINFORCING SPLICES SHALL ONLY BE MADE AS INDICATED ON THE DRAWINGS. SHALL BE SET TO ALIGN WITH CORES CONTAINING REINFORCING STEEL AND SHALL MATCH THE SIZE OF THE WALL REINFORCING. 9. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME GRADE, SIZE AND SPACING AS THE VERTICAL REINFORCING, RESPECTIVELY, 14. REFER TO ARCHITECTURAL DRAWINGS FOR SURFACE AND HEIGHT OF UNITS, LAYING UNLESS NOTED OTHERWISE. PATTERN, AND JOINT TYPE. 10. DOWELS BETWEEN SLABS AND WALLS OR COLUMNS SHALL BE THE SAME GRADE, 15. IF WORK IS STOPPED FOR AN HOUR OR LONGER, PROVIDE HORIZONTAL SIZE AND SPACING AS THE VERTICAL REINFORCING, RESPECTIVELY, UNLESS CONSTRUCTION JOINT PER TYPICAL DETAILS AND BY STOPPING GROUT 1 1/2 NOTED OTHERWISE. BELOW TOP TOP OF MASONRY UNIT. 11. ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE FINAL IN-PLACE INSPECTION IS MADE. 3-06-2012 ■■■■■■■ 010101 ■■ ■■■■■■ NOW ■■ ■■■■■ 0 ■■ F � Is �U 1 ow Q I INN ARCHITECTS, INC 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 k o. C-16835 EMBER 31, 2013RENEWAL �Q DATE DANNY E. IZ, AIA ARCHITE C-14,728 WILLIAM J. MELBY, AIA ARCHITECT C-16,835 ■EEEME■■ ■®EMEM®■ \� DATE SIGNED: MARCH 6, 2012 Z_ "4AR 0 9 2012 F � Is �U 1 ow Q J011kkk� 0) HN A. MARTIN do ASSOCIATES, INC. Structural Engineers 950 South Grand Avenue Los Angles, Callfomla 90015 Phone (213)483-6490 Fax (213) 744-1515 JOB #J13411 RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 FOR: CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 ■■■■MINE■ ■MEMMMM■ MARK DATE DESCRIPTION ■EM■■ME■.■MEMMM®■ JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG -AC 15-CD(020212). pin DRAWN BY: TL CHECKED BY: SM CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 SHEET TITLE .GENERAL NOTES CONFORMED 11;11► :'Ir, S�003 MEMMEEMM . MMMM®M®M "4AR 0 9 2012 0 0 0 ■EM■■ME■.■MEMMM®■ JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG -AC 15-CD(020212). pin DRAWN BY: TL CHECKED BY: SM CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 SHEET TITLE .GENERAL NOTES CONFORMED 11;11► :'Ir, S�003 MEMMEEMM . MMMM®M®M STRUCTURAL STEEL STRUCTURAL STEEL AND ING MISCELLENEOUS METAL (ALL OTHER STEEL 1. UNLESS NOTED OTHERWISE, LUMBER SHALL BE DOUGLAS FIR, GRADE STEEL PIPE (NOT LABELED AS HSS) A53, GRADE B BOLTS MARKED, WITH A MAXIMUM MOISTURE CONTENT OF 19% AT THE TIME 1 ALL WELDING SHALL BE IN STRICT CONFORMANCE WITH THE LATEST EDITION OF AWS THREADED AND HANGER ROD OF INSTALLATION. NUTS FOR BOLTS AND MACHINE BOLTS D1.1 AND THE CALIFORNIA BUILDING CODE WITH ALL APPLICABLE AMENDMENTS. PLAIN WASHERS ANSI B18.22 4. HOT DIP GALVANIZE IN ACCORDANCE WITH ASTM ALL WELDED JOINTS SHALL BE PRE -QUALIFIED PER THE LATEST EDITION OF AWS 2. UNLESS NOTED OTHERWISE ON THE DRAWINGS, LUMBER GRADES SHALL WEATHER. REPAIR GALVANIZING AFTER WELDING D1.1. NON PRE- QUALIFIED WELDED JOINTS SHALL BE QUALIFIED BY TEST & 5. WHEN FABRICATING BEAMS, PLACE NATURAL CAMBER UP. PROVIDE UPWARD CAMBER BE AS FOLLOWS: PRIOR TO ERECTION SHALL NOT DEVIATE BY MORE THAN ALLOWED BY THE AISC PROCEDURE QUALIFICATION TEST RECORD INCLUDED PER THE LATEST EDITION OF AWS D1.1. A. 2x, 3x, 4x, "NO. 1 AND "BETTER" 2. WELDING OF SHEET METAL AND METAL STUDS SHALL BE IN ACCORDANCE WITH AWS B. 6x AND LARGER 99N0. 1 " D1.3. 3. PLYWOOD SHEATHING SHALL BE DOUGLAS FIR AND SHALL . COMPLY WITH 3. WELD LENGTHS CALLED FOR ON PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED. THE LATEST EDITION OF U.S. PRODUCT STANDARD, PS 1. GRADES WELD SIZE SHALL BE AISC MINIMUM UNLESS A LARGER SIZE IS NOTED. WHERE SHALL BE MARKED STRUCTURAL 1 BY APA AND BONDED WITH EXTERIOR LENGTH OF WELD IS NOT SHOWN IT SHALL BE FULL LENGTH OF JOINT. ALL BUTT GLUE UNLESS NOTED OTHERWISE. REFER TO PLANS- AND DETAILS FOR AND GROOVE WELDS SHALL BE FULL PENETRATION, UNLESS NOTED OTHERWISE. THICKNESS. ALL PLYWOOD SHEATHING SHALL BE BLOCKED AT 4. ALL WELDING ELECTRODES AND ELECTRODE FLUX COMBINATIONS (FILLER METAL) UNSUPPORTED EDGES SHALL BE E7XTX, E7XTXX OR E70XXX (MINIMUM 70 KSI), UNLESS NOTED 4. NAILS SHALL BE COMMON WIRE NAILS AND SHALL CONFORM TO ASTM OTHERWISE, AND SHALL MEET THE REQUIREMENTS FOR H16 PER AISC SEISMIC F1667. UNLESS NOTED OTHERWISE ON THE PLANS, NAILING SHALL PROVISIONS. COMPLY AS A MINIMUM WITH NAILING AND FASTENING SCHEDULES 5. ALL WELDS SHALL HAVE A FILLER METAL WITH CHARPY V -NOTCH TOUGHNESS OF PRESCRIBED BY THE GOVERNING BUILDING CODE. 20 FT -LBS AVERAGE AT MINUS TWENTY DEGREES FAHRENHEIT AND 40FT-LBS AT 5. WOOD CONNECTOR DESIGNATIONS SPECIFIED .ON THE DRAWINGS REFER SEVENTY DEGREES FAHRENHEIT. CERTIFY CONFORMANCE TO CHARPY V -NOTCH TO "SIMPSON STRONG=TIE CONNECTORS" AS`__MANUFACTURED• BY- THE - TOUGHNESS REQUIREMENTS WITH TESTS BY ---AN INDEPENDENT TESTING LABORATORY. SIMPSON COMPANY AND AS LISTED IN THE LATEST EDITION OF THE SIMPSON CATALOG. INSTALL CONNECTORS PER APPLICABLE ICC 6. GMAW AND FCAW-G WELDING PROCESSES SHALL NOT BE PERMITTED WHEN WIND REPORTS AND MANUFACTURER'S RECOMMENDATIONS. SPEED EXCEEDS 3 MPH. 6. SILL PLATES AND OTHER WOOD MEMBERS BEARING DIRECTLY ON 7. WHERE FIELD WELDING IS NOTED, THE DESIGNATION IS GIVEN AS A SUGGESTED CONCRETE OR MASONRY SHALL BE PRESERVATIVE -TREATED LUMBER. CONSTRUCTION PROCEDURE ONLY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR 7. FASTENERS AND HARDWARE IN CONTACT WITH PRESERVATIVE -TREATED IDENTIFYING THE METHOD OF FABRICATION. OR FIRE -RETARDANT -TREATED LUMBER SHALL 'BE HOT DIPPED 8. ALL SHOP WELDS SHALL BE PERFORMED BY A FABRICATOR LICENSED BY THE ZINC -COATED GALVANIZED STEEL AND SHALL COMPLY WITH SECTION LOCAL JURISDICTION. 2304.9.5 OF THE CALIFORNIA BUILDING CODE. 8. SCREWS AND LAG SCREWS SHALL COMPLY WITH ANSI/ASME B18.6.1. 9• ALL WELDERS SHALL BE QUALIFIED FOR THE WORK THEY WILL BE PERFORMING AND PREDRILLED SCREW HOLES SHALL BE 2/3 THE SCREW NOMINAL SHALL HAVE CURRENT VALID CERTIFICATIONS ISSUED BY AWS AND THE GOVERNING DIAMETER. MINIMUM SCREW YIELD STRENGTH SHALL BE AS FOLLOWS: JURISDICTION. SCREW NOMINAL DIAMETER YIELD STRENGTH (FYB) 10. FACES OF FILLET WELDS EXPOSED TO VIEW SHALL HAVE AS -WELDED SURFACES Y4" 70,000 PSI THAT ARE REASONABLY SMOOTH AND UNIFORM. NO FINISHING OR GRINDING SHALL BE REQUIRED, EXCEPT WHERE CLEARANCES OR FIT OF OTHER ITEMS MAY SO 5/6" 60,000 PSI NECESSITATE. 3/8 AND GREATER 45,000 PSI 9. BOLTS: 11. ALL PARTIAL AND FULL PENETRATION WELDS WHICH ARE EXPOSED TO VIEW SHALL BE GROUND SMOOTH AND FLUSH WITH FINISH SURFACE OF STEEL. HOLES SHALL BE A. ALL BOLTS SHALL CONFORM TO ASTM A307, GRADE A. FILLED WITH WELD METAL OR BODY SOLDER AND SMOOTHED BY GRINDING OR FILING. B. ALL ANCHOR RODS (ANCHOR BOLTS) SHALL CONFORM TO ASTM F1554, GRADE 36. 12. CLEAN GROOVE PREPARATION THERMAL CUTS BY GRINDING. C. BOLT HOLES SHALL NOT BE MORE THAN Y6" LARGER THAN THE 13. WELDS SHALL BE TERMINATED AT THE END OF A JOINT IN A MANNER THAT WILL BOLT DIAMETER. ENSURE SOUND WELDS. WHENEVER NECESSARY THIS SHALL BE DONE BY USE OF D. ALL BOLT HEADS AND NUTS BEARING ON WOOD SHALL HAVE EXTENSION BARS AND RUN OFF TABS. STANDARD CUT STEEL WASHERS MEETING THE REQUIREMENTS OF ANSI/ASME 818.22.1 UNDER BOLT HEADS AND NUTS. 14. A WRITTEN "WELDING PROCEDURE SPECIFICATION" (WPS), PER AWS D1.1, SHALL BE DEVELOPED BY THE FABRICATOR/ERECTOR, AND REVIEWED BY THE OWNER'S 10. PROVIDE PLATE WASHERS AT ALL BOLTS, SIZE AS FOLLOWS: REPRESENTATIVE AND BUILDING DEPARTMENT. THE WPS SHALL CONTAIN ALL THE BOLT SIZE PLATE WASHER SIZE NECESSARY INFORMATION REQUIRED BY THE CODE, THE SPECIFICATIONS, AND ANY Y2" 3& sox 2" x 2" OTHER INFORMATION NECESSARY TO PRODUCE WELDS THAT ARE IN COMPLIANCE WITH THESE REQUIREMENTS. THE WPS SHALL INCLUDE THE WELDING PARAMETERS 5/8" Y4" x 2Y2 x 2Y2 RECOMMENDED BY THE ELECTRODE MANUFACTURER. ALL WELDERS AND INSPECTORS 3/4 946" x 23/4" x 23/4 SHALL ADHERE TO THE WPS AND SHALL RETAIN A COPY. /» » x 3Y„ x J! Y2» 11. PROVIDE DOUBLE JOISTS BENEATH ALL PARALLEL WALLS. PROVIDE SOLID BLOCK BENEATH ALL WALLS PERPENDICULAR TO JOISTS. 12. JOISTS OR RAFTERS FRAMING FROM OPPOSITE SIDES OF BEAMS OR WALLS SHALL HAVE A LAP OF 4" OR MORE AND BE SPLICED WITH 4-16d NAILS AS A MINIMUM, UNLESS NOTED OTHERWISE. 13. LAG SCREWS SHALL BE TURNED, NOT DRIVEN, INTO PRE DRILLED HOLES OF 2/3 THE SHANK DIAMETER. 14. PROVIDE FULL BEARING AT END OF ALL BLOCKING, U.N.O. • o l 1. SEE SPECIFICATIONS 1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST EDITION OF AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS AND THE LATEST EDITION OF AISC SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS. WHERE THE STRUCTURAL STEEL IS EXPOSED AND INDICATED AS 'AESS' ON PLANS OR DETAILS, FABRICATION AND ERECTION SHALL ALSO BE IN ACCORDANCE WITH AISC CODE OF STANDARD PRACTICE FOR ARCHITECTURALLY EXPOSED STRUCTURAL STEEL. 2. GENERAL CONTRACTOR TO DETERMINE SCOPE OF WORK FOR BOTH STRUCTURAL STEEL AND MISCELLANEOUS METAL SUBCONTRACTORS (IF MULTIPLE SUBCONTRACTORS ARE USED). THE COMBINED SCOPE OF WORK FOR ALL SUBCONTRACTORS SHALL INCLUDE ALL STRUCTURAL STEEL AND MISCELLANEOUS METAL WORK SHOWN ON THE CONTRACT DRAWINGS. 3. STRUCTURAL STEEL SHALL CONFORM TO ASTM DESIGNATION AS INDICATED BELOW UNLESS NOTED OTHERWISE: STEEL ANGLES AND CHANNELS A36 UNO ALL PLATES A36 - HSS --(RECTANGU-LAR, SQUARE OR ROUND) --A500, GRADE B - --- STEEL PIPE (NOT LABELED AS HSS) A53, GRADE B BOLTS A307 ANCHOR BOLTS F1554, GRADE 55 S1, HEADED THREADED AND HANGER ROD A572, GR50 NUTS FOR BOLTS AND MACHINE BOLTS A563 PLAIN WASHERS ANSI B18.22 4. HOT DIP GALVANIZE IN ACCORDANCE WITH ASTM A123 AND ASTM A153 STRUCTURAL STEEL, MISCELLANEOUS METAL AND FASTENERS THAT ARE EXPOSED TO THE WEATHER. REPAIR GALVANIZING AFTER WELDING IN ACCORDANCE WITH ASTM A780. 5. WHEN FABRICATING BEAMS, PLACE NATURAL CAMBER UP. PROVIDE UPWARD CAMBER TO ALL MEMBERS SHOWN TO HAVE CAMBER. AMOUNT MEASURED IN THE FIELD PRIOR TO ERECTION SHALL NOT DEVIATE BY MORE THAN ALLOWED BY THE AISC SPECIFICATIONS. 6. SPLICE MEMBERS ONLY WHERE INDICATED. 7. THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS FOR OWNER'S REPRESENTATIVE REVIEW BEFORE FABRICATION. SUBMITTALS SHALL BE IN SIZES COMMENSURATE WITH A TWO WEEK TURNAROUND TIME. A MAXIMUM OF 250 SHOP DRAWINGS EVERY TWO WEEKS IS PERMITTED UNLESS WRITTEN AUTHORIZATION IS PROVIDED BY THE ARCHITECT TO CHANGE THIS LIMIT. 8. AFTER FABRICATION, ALL STEEL SHALL BE CLEANED FREE OF RUST, LOOSE MILL SCALE AND OIL. 9. BOLT HOLES IN STEEL SHALL BE STANDARD HOLES, 1/16 INCH LARGER IN DIAMETER THAN NOMINAL SIZE OF BOLT USED, UNLESS NOTED OTHERWISE. BOLT HOLES IN BASE PLATES MAY BE OVERSIZED PER AISC TABLE 14-2 IF WASHERS ARE PROVIDED IN ACCORDANCE WITH THIS TABLE. 10. ALL STRUCTURAL STEEL SURFACES TO BE WELDED OR HIGH-STRENGTH BOLTED, TO BE ENCASED IN CONCRETE OR TO RECEIVE SPRAY -APPLIED FIREPROOFING SHALL BE LEFT UNPAINTED. 11. SEE ARCHITECTURAL DRAWINGS FOR DETAILS OF FIREPROOFING. 3-06-2012 ■■■■■■■ ■■■■■■■ ■MOONS ■■■■■■ ■■■ ■■■ ■0111 I I 0 ARCHITECTS, INC 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 No. C-16835 DECEMBER 31, 2013 �- RENEWAL �tC -Va bAtE" .,� •- DANNY E. OC/ AIA ARCHITEC GI 4,728 WILLIAM J. MELBY, AIA ARCHITECT C-16,835 ■■NOMI■■■ ■■■■loom■ DATE SIGNED: MARCH 6, 2012 Z_ 0) N F- s rr_ o Q 0) a� JOHN A. MARTIN & ASSOCIATES, INC. Structural Engineers 950 South Grand Avenue Los Angles, CoItfomlo 90015 Phone (213)483-6490 Fox (213) 744-1515 JOB &13411 RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 ■■■■O■■■ ■mmmmmm■ MARK DATE DESCRIPTION ■MIO■MI■O■.■ON■N■■ JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG -ACI 5-CD(020212). pin DRAWN BY: T!- CHECKED LCHECKED BY: SM CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 ■MIN■■■■■.■eN■®®�■ SHEET TITLE .�UQT CONFORMED ,,fr,.:1r SHEET'IDENTIFICATION NUMBER S�004 ■■■■■■■■ ■■■■■■®■ MAR 0 9 2012 0 ■MIO■MI■O■.■ON■N■■ JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG -ACI 5-CD(020212). pin DRAWN BY: T!- CHECKED LCHECKED BY: SM CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 ■MIN■■■■■.■eN■®®�■ SHEET TITLE .�UQT CONFORMED ,,fr,.:1r SHEET'IDENTIFICATION NUMBER S�004 ■■■■■■■■ ■■■■■■®■ STRUCTURAL OBSERVATION 1: PERIODIC STRUCTURAL OBSERVATION WILL BE PROVIDED BY JOHN A. MARTIN & ASSOCIATES INC., STRUCTURAL ENGINEERS, PER SECTION 1710 OF THE CALIFORNIA BUILDING.. CODE AND ALL APPLICABLE AMENDMENTS, FOR THE WORK INDICATED BELOW.- CONTRACTOR SHALL NOTIFY ENGINEER 48 HOURS BEFORE REQUIRED OBSERVATIONS. DELINQUENT NOTIFICATION MAY REQUIRE DEMOLITION OF COVERING MATERIAL TO FACILITATE OBSERVATION. PLACING OF CONCRETE PLACING OF REINFORCING PLACING OF MASONRY 2.\ STRUCTURAL OBSERVATIONS PERFORMED BY JOHN A. MARTIN & ASSOCIATES CONSIST ON THE VISUAL OBSERVATION OF THE MAJOR ELEMENTS AND CONNECTIONS OF THE STRUCTURAL SYSTEM AT SIGNIFICANT CONSTRUCTION STAGES AND THE COMPLETED STRUCTURE FOR GENERAL CONFORMANCE TO THE APPROVED PLANS :;_,. - . AND ' SPECIFICATIONS. STRUCTURAL OBSERVATION DOES NOT WAIVE THE -.: ; REQUIREMENT/RESPONSIBILITY FOR THE INSPECTIONS REQUIRED OF THE . BUILDING -.1� INSPECTOR OR THE SPECIAL INSPECTOR. '. 3: ::THE ENGINEER OF RECORD SHALL DEVELOP ALL CHANGES RELATING TO THE STRUCTURAL SYSTEMS. THE BUILDING DEPARTMENT SHALL REVIEW AND APPROVE 'ALL.: CHANGES TO THE APPROVED PLANS AND SPECIFICATIONS. INSPECTION / TESTING 1. AN INDEPENDENT TESTING AGENCY AND SPECIAL INSPECTORS SHALL BE RETAINED BY THE OWNER TO PERFORM THE TESTS AND INSPECTION AS REQUIRED BY SECTION 1704 OF THE CALIFORNIA BUILDING CODE. THE CONTRACTOR SHALL PROVIDE ACCESS TO THE SPECIAL INSPECTOR TO THE SITE OR FABRICATION SHOPS AND SHALL FURNISH SAMPLES OF MATERIALS FOR TESTING AS REQUESTED BY THE TESTING AGENCY AND THE GOVERNING CODE. 2. IF INITIAL TESTS OR INSPECTIONS MADE BY THE OWNER'S TESTING AGENCY REVEAL THAT ANY PORTION OF THE WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS, ADDITIONAL TESTS, INSPECTIONS, AND NECESSARY REPAIRS WILL BE MADE AT THE CONTRACTOR'S EXPENSE. 3. PROVIDE CONTINUOUS OR PERIODIC SPECIAL INSPECTION FOR ITEMS NOTED IN "TEST AND INSPECTION LIST", AS REQUIRED PER THE CHAPTER 17 OF THE CALIFORNIA BUILDING CODE AND ALL APPLICABLE AMENDMENTS: 4. SPECIAL INSPECTIONS MAY NOT BE REQUIRED WHEN THE WORK IS DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED BY THE BUILDING OFFICIAL OR GOVERNING AGENCY HAVING JURISDICTION OVER THE PROJECT TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. 5. EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIL WIND OR SEISMIC FORCE RESISTING SYSTEM ELEMENT SHALL SUBMIT A WRITTEN STATEMENT --OF 'RESPONSIBILITY TO THE BUILDING -OFFICIAL AND TO THE OWNER'S REPRESENTATIVE, PRIOR TO THE COMMENCEMENT OF THE WORK ON THE SYSTEM OR COMPONENT. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN THE FOLLOWING INFORMATION: A. ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS. B. ACKNOWLEDGEMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL. C. PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION, THE METHOD AND FREQUENCY OF REPORTING AND DISTRIBUTION OF THE REPORTS. D. IDENTIFICATION AND QUALIFICATIONS OF THE PERSONS EXERCISING SUCH CONTROL AND THEIR POSITIONS IN THE ORGANIZATION. 6. TEST A MINIMUM OF 10% OF FILLET WELDS BY MAGNETIC PARTICLE (ASTM 109 METHOD). TEST A MINIMUM OF 25% OF CONTINUITY PLATE FILLET WELDS AND BEAM FILLET WELDS (100% IN MOMENT ZONES) BY MAGNETIC PARTICLE. 7. APPROVAL BY THE INSPECTOR OF MATTERS NOT SPECIFICALLY CONSTRUCTED PER THE APPROVED DRAWINGS DOES NOT MEAN THE FAILURE TO COMPLY WITH THE CONSTRUCTION DOCUMENTS HAS BEEN ACCEPTED. ANY DETAIL THAT FAILS TO BE CLEAR OR IS AMBIGUOUS MUST BE REFERRED TO THE STRUCTURAL ENGINEER FOR INTERPRETATION OR CLARIFICATION. 8. INSPECTION AND TESTING REPORTS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER WITHIN SEVEN DAYS OF WHEN THE INSPECTION WAS MADE OR WHEN THE TESTING WAS PERFORMED. 9. THE STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY INSPECTION OR TESTING WHICH DOES NOT COMPLY WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. IPLWZ CHECK AS REQUIRED.TEST AND INSPECTION LIST STRUCTURAL STEEL X REVIEW MILL CERTIFICATES &TEST REPORTS X SAMPLE &TEST X REVIEW MILL CERTIFICATE, TEST REPORTS AND MATERIAL IDENTIFICATION DELIVERED TO THE SITE X C REVIEW WELDING PROCEDURE SPECIFICATION CERTIFICATION & WELDER C WELDING INSPECTION P TEST REINFORCING FOR WELDABILITY OTHER THAN ASTM A706 A; P FIELD ERECTION INSPECTION X FABRICATION INSPECTION P SHOP P FIELD X WELDING INSPECTION SHORTCRETE C GROUT SHOP C FIELD X NON—DESTRUCTIVE WELD TEST X X X SHOP X FIELD X X X X SHOP X FIELD C C PREPARATION OF SAMPLES FOR TESTING PURPOSES X C INSTALLATION OF ANCHOR BOLTS BEFORE & DURING CONCRETE POUR REINFORCING STEEL X REVIEW MILL CERTIFICATES &TEST REPORTS X SAMPLE &TEST TX I REINFORCING BARS X F WELDED WIRE FABRIC P PLACEMENT INSPECTION C WELDING INSPECTION P TEST REINFORCING FOR WELDABILITY OTHER THAN ASTM A706 NOTES: C: INDICATES CONTINUOUS INSPECTION P: INDICATES PERIODIC INSPECTION X: INDICATES REQUIRED INSPECTION 7 3 1 V 5 ❑❑❑0000N ■❑=a=❑0❑ 1100❑❑❑■N ■■0710000 000=11IIIIIII■■ ■■■(�❑❑❑❑ ❑_■■■■■■ ■■■®■■1111 ORDI ME BY ARCHITECTS, INC 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 ID ARC JOHAtf No. C-16835 1A' D)* ECEMBER 31, 2013 DANNY q.OR Z, AIA ARCH IT CT 14,728 WILLIAM J. MELBY, AIA ARCHITECT C-16,835 ■■■■■■■■ ■■■EN■■ DATE SIGNED: MARCH 6, 2012 Z_ co I— � d Q co Cd JOHN A. MARTIN & ASSOCIATES, INC. Structural Engineers 950 South Grand Avenue Los Angles, Califomia 90015 Phone (213)483-6490 Fax (213) 744-1515 Joe #.113411 RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 N■■■■■■■ ■■NEEM■■ MARK DATE DESCRIPTION • :41AB 0 9 2012 0 Al Al A; CONCRETE, SHOTCRETE, CMU, GROUT & MORTAR CONCRETE SHORTCRETE CMU GROUT MORTAR X X X X X MIX DESIGN REVIEW X X X X X VERIFICATION OF CORRECT MIX DESIGN USED DURING POUR C C PREPARATION OF SAMPLES FOR TESTING PURPOSES X BATCH PLANT INSPECTIONS C C C CAST, PICK—UP, AND COMPRESSION TEST SAMPLES C C SLUMP, ENTRAINED AIR, & TEMPERATURE TEST X SHRINKAGE TEST C C C C P PLACEMENT INSPECTION P P P CURING TEMPERATURE AND TECHNIQUES P P FORMWORK INSPECTION MISCELLANEOUS C BOLTS CAST IN CONCRETE OR MASONRY NOTES: C: INDICATES CONTINUOUS INSPECTION P: INDICATES PERIODIC INSPECTION X: INDICATES REQUIRED INSPECTION 7 3 1 V 5 ❑❑❑0000N ■❑=a=❑0❑ 1100❑❑❑■N ■■0710000 000=11IIIIIII■■ ■■■(�❑❑❑❑ ❑_■■■■■■ ■■■®■■1111 ORDI ME BY ARCHITECTS, INC 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 ID ARC JOHAtf No. C-16835 1A' D)* ECEMBER 31, 2013 DANNY q.OR Z, AIA ARCH IT CT 14,728 WILLIAM J. MELBY, AIA ARCHITECT C-16,835 ■■■■■■■■ ■■■EN■■ DATE SIGNED: MARCH 6, 2012 Z_ co I— � d Q co Cd JOHN A. MARTIN & ASSOCIATES, INC. Structural Engineers 950 South Grand Avenue Los Angles, Califomia 90015 Phone (213)483-6490 Fax (213) 744-1515 Joe #.113411 RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 N■■■■■■■ ■■NEEM■■ MARK DATE DESCRIPTION • :41AB 0 9 2012 0 Al Al A; ■■■NN■■■ . ■■N®N■'■■ JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG -AC 15-CD(020212). pin DRAWN BY: TL CHECKED BY: SM CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 ■■■■N■■■.■■■E■®■® SHEET TITLE CONF011FAHEE11 33 111'. 1�4�r�, 1�IIc*r■ �/MIOq� SHEET IDENTIFICATION NUMBER S�005 ■■■■■■■N - ■■■M■®■■ FOOTING DOWELS SHALL MATCH : TROUGH CONCRETE WITH -- (6 )ADD WALL REINFORCING IN GRADE, SIZE _ HORIZ LAP AND NUMBER :. SPLICE REINF TO MATCH MAIN REINF WHERE BAR IS CUT AT o REINFORCING SHALL MATCH WITH DOWELS BOND BREAKER TO ONE SIDE CHASE LAP W/ MAIN REINF PER SCHEDULE ON EA SIDE-' � LONGITUDINAL FOOTING BARS SHOWN AND FILL WITH CONCRETE. OF CHASE. z FOR SHORING, SHEATHING OR IN SIZE AND NUMBER TERMS "PIPES" & "CONDUITS" ARE SYNONYMS. AT FOOTINGS AND GRADE BEAMS OTHERWISE MAINTAINING THE SIDES OF THE EXCAVATION FROM CAVE—INS ri UNTIL ALL BACKFILL IS COMPLETED. 2d MIN 1:6 MAX SLOPE 3M IN:--- : _ `n'� COVER;,..:.: ir�i l HORIZ LAP SPLICE STEPPED FOOTING 111 3'-0" MIN "I -`s WHERE SHOWN ON PLAN INDICATES THE POINT OF STEPPED FOOTING TYPICAL REINF 10'-0" MIN GROUND LINE 2 BACKFILL �' 4O PER SPECS FTG ,_6" \ 2 TRENCH MIN �Q 1 EXCAV WHERE BOTTOM OF TRENCH 1 EXCAVATION EXTENDS BELOW\ -- \ MAX SLEEVE 0 IS 1/3 OF FTG THICKNESS. 2 A a v , THIS LINE, FILL BELOW- ----SEE NOTE 4 , SCHEDULED BOTTOM OFn- `� FOOTING WITH CONC AS SHOWN. A 9„ COMPACTED FILL AS APPROVED SECTION A 3 SWEEP & RISER THRU FOOTING BY FOUNDATION ENGINEER O 4'-0- MAX NOTES: PERPENDICULAR TO FOOTING PARALLEL TO FOOTING �� { 110 DO NOT PASS PIPES UNDER OR THROUGH ISOLATED SPREAD FOOTINGS. 5OWRAP PIPE WITH 1/2" MINIMUM INSULATION FOAM WHERE �-� - 2�PROVIDE SLEEVES FOR ALL PIPES PASSING TROUGH CONCRETE WITH -- (6 )ADD CONDUIT OR PIPES PIERCE AND SWEEP UP THRU FOOTING. 1—#3x3'—O" EACH SIDE. ID 2" LARGER THAN PIPE. y2 o x1'-6" SMOOTH 0 30 CLEARANCE BETWEEN ADJACENT SLEEVES SHALL BE NOT LESS THAN DIA 7DADD REINF TO MATCH MAIN REINF WHERE BAR IS CUT AT o OF LARGER SLEEVE OR 6" MINIMUM. WITH DOWELS BOND BREAKER TO ONE SIDE CHASE LAP W/ MAIN REINF PER SCHEDULE ON EA SIDE-' � 40 FOR PIPES BELOW FOOTINGS, EXCAVATE AS SHOWN AND FILL WITH CONCRETE. OF CHASE. PIPE TRENCHES AND PENETRATIONS THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING, SHEATHING OR ®THE TERMS "PIPES" & "CONDUITS" ARE SYNONYMS. AT FOOTINGS AND GRADE BEAMS OTHERWISE MAINTAINING THE SIDES OF THE EXCAVATION FROM CAVE—INS ri UNTIL ALL BACKFILL IS COMPLETED. �¢ BURKE "KEY KOLD" OR EQUAL CONSTR JOINT -„i ff77, 9” 6" 6" 9" STEEL KEY Z SAWCUT CONTROL JOINT y2 o x1'-6" 0 18" & FILL W/SEALANT SMOOTH BARS. APPLY TYPICAL REINF BOND BREAKER TO ONE SIDE TF -111 I i r * SAWING MUST OCCUR AS SOON AS CONCRETE SURFACE IS FIRM ENOUGH SO CONCRETE WILL NOT BE DAMAGED, BUT NO LATER THAN 12 HOURS AFTER CONCRETE HAS BEEN POURED. OPTIONAL SAWED CONTROL JOINT * (NOT TO BE USED FOR SLABS OVER 6" THICK) TYPICAL SLAB ON GRADE CONTROL JOINTS 1 st POUR 2nd POUR 74 T/2 CONT KEY 30'-0" N MAX I 1=1 I 1 ILI-111= NP TYPICAL REINF g„ 6„ -III-11i=III-7 y2 o x1'-6" SMOOTH OPTIONAL WOOD KEY BARS AT 18" APPLY BOND BREAKER TO ONE SIDE 1 st POUR 2nd POUR BURKE "KEYKOLD" OR EQUAL CJ CONSTRUCTION JOINT (CJ) SEE DET�6 — CONTROL JOINT SEE DET STRIP POUR PATTERN NOTES: 1. THERE SHALL BE A MINIMUM OF 24 HOURS BETWEEN POURS 1 & 2. 2. CONSTRUCTION JOINTS MUST BE USED AT THE END OF THE DAY'S WORK AND AT EVERY 120 FT. OSLAB ON GRADE POUR PATTERN r � 1 I D N 4d (2 y2 MIN) 90' HOOK 180' HOOK 6 NOTE: FOR D ETC SEE ACI -318 CODE --� GOVERNING EDITION. MAX OFFSET BEND PRINCIPAL REINFORCING u UU `Y IVllly) 135° HOOKS TIE OR STIRRUP NOTES: 1. ALL BENDS SHALL BE MADE COLD 2. #14 & #18 BARS SHALL BE BEND—TESTED AND APPROVED PRIOR TO BENDING BAR BENDS CD Rj U ,61 E 12 ■■■■■■■ .I I I_I I I=11 I=11 TYPICAL REINF 9" 6" y2 o x1'-6" SMOOTH 0 1y2 MAX BARS AT 18" APPLY cu L3 STEEL KEY WITH DOWELS BOND BREAKER TO ONE SIDE TYPICAL SLAB ON GRADE 7 CONSTRUCTION JOINTS CONSTRUCTION JOINT (CJ) SEE DET�6 — CONTROL JOINT SEE DET STRIP POUR PATTERN NOTES: 1. THERE SHALL BE A MINIMUM OF 24 HOURS BETWEEN POURS 1 & 2. 2. CONSTRUCTION JOINTS MUST BE USED AT THE END OF THE DAY'S WORK AND AT EVERY 120 FT. OSLAB ON GRADE POUR PATTERN r � 1 I D N 4d (2 y2 MIN) 90' HOOK 180' HOOK 6 NOTE: FOR D ETC SEE ACI -318 CODE --� GOVERNING EDITION. MAX OFFSET BEND PRINCIPAL REINFORCING u UU `Y IVllly) 135° HOOKS TIE OR STIRRUP NOTES: 1. ALL BENDS SHALL BE MADE COLD 2. #14 & #18 BARS SHALL BE BEND—TESTED AND APPROVED PRIOR TO BENDING BAR BENDS CD Rj U ,61 E 12 ■■■■■■■ ■■■■■■■ 0 ■■■ ■■■ ■■ ,i ■■ ■ � I I;] ARCHITECTS, INC. 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 MO JO �C� /TFO N.\ No. C-16835 DECEMBER 31, 2013 �(J1 ftENEWAL �Q Vc DANNY R[�IZ,/AIA ARCH T gq�`''JJ��44 728 WILLIAM J. MELBY, AIA ARCHITECT C-16,835 ■■■■m■■■ ■■■■■■■ Z N QROFESSIq�,�_ F-- �tl Q .0 w JOHN A. MARTIN & ASSOCIATES, INC. s 'CT A� `P Structural Engineers lq1 950 South Grand Avenue OF CP,01 Los Angles, California 90015 Phone (213)483-6490 Fox (213) 744-1515 DATE SIGNED: JOe #J13411 MARCH 6, 2012 RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 ■■■■■■■■ ■®■■■®■■ MARK DATE DESCRIPTION ■mmmmmm■.■®®®®■■ JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG -AC 15-CD(020212). pin DRAWN BY: TL CHECKED BY: SM CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 ■mmmmmm■.■®®®m®m■ SHEET TITLE TYPICAL DETAILS FCOPNFORIA,I k,)i:i' SHEET IDENTIFICATION NUMBER S-101 ■ ■ ■ ■ . ■ ■ ■ . ommummum 4AR 0 9 2012 0 0 0 ■mmmmmm■.■®®®®■■ JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG -AC 15-CD(020212). pin DRAWN BY: TL CHECKED BY: SM CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 ■mmmmmm■.■®®®m®m■ SHEET TITLE TYPICAL DETAILS FCOPNFORIA,I k,)i:i' SHEET IDENTIFICATION NUMBER S-101 ■ ■ ■ ■ . ■ ■ ■ . ommummum HORIZ LAP SPLICE HORIZ LAP SPLICE ®e HORIZ LAP CHIP OR GRIND ROOT TO SOUND METAL 0 Z 2–#5 VERTSPLICE f'c=5000 PSI f'c=6000 PSI BEFORE WELDING f'c=8000 PSI TYP BARS o �a 45' 2ND SIDE 60' OTHER BARS TOP BARS J.`—..J TOP BARS OTHER BARS TOP BARS LLI Z W'Q TOP BARS OTHER BARS #5 CONT yi 17 CORNER BAR(—I) UNO 90' s N 15 12 MAY BE USED IN ° e : , . HOOK --� f % #4 LIEU of BENT WALL 22 VERTICAL BARS HORIZONTAL BARS 19 REINF 17 CD - NOTE: A PRE–QUALIFICATION TENSION TEST SHALL BE' MADE 0 NORIZ. LAP BY AN APPROVED TESTING LABORATORY ON SAMPLES OF #4 DOWELS ALT BEND CENTER OF WALL @ SPLICE EVERY SIZE BAR BEING WELDED. •" SINGLE LAYRER REINF, 33 25 MATERIALS, CONDITIONS AND WELDING PROCEDURES 2" CLR @ DOUBLE 29 22 #6 CURTAIN REINF 43 UTILIZED SHALL COMPLY WITH THE CURRENT APPLICABLE X x 43 33 BUILDING CODE AND THE REQUIREMENTS OF THE GOVERNING 31 37 28 I U 26 #7 INSPECTION AGENCY. 48 IL 42 49 1 37 ALL COSTS INCURRED FOR OBTAINING APPROVALS DOWELS AT MASONRY WALL :, a :- .. .... - SHALL BE BORNE BY THE GENERAL CONTRACTOR. 72 ---2–#5 VERT EXCEPT NOTED ° 48 55 "APPROVED REINFORCING COUPLER MAY BE 51 AS . 47 36 0 SUBSTITUTEDFOR WELD SPLICE PROVIDE MINIMUN CLEAR o #9 ! DISTAINCE IS MAINTAINED" 70 INTERSECTION CORNER U REINFORCING AT WALL AND BUTT WELDED REINFORCING BARS FOOTING INTERSECTIONS 4 3 MASONRY WALL BEYOND HOLD WALL GROUT 1 " BELOW TOP OF MASONRY TYPICAL —I TYP WALL CLEAN AN D ROUGHEN JOINT TYP DOWEL TO _T 1— I I 24" I i DOWEL @ 16" FOR ITEMS, NOT NOTED, SEE JA #4 DOWELS @ 16"-7\ 11 MATCH WALL REINF 3" CLR TYP EE PLAN @ EXTERIOR WALL A O MASONRY WALL FOOTING 0 OPENING TOP OF FTG SEE PLAN SEE TYPICAL DETAIL c►1 12 11• - O EQ MASONRY WALL - SEE PLAN FOR SIZE & REINF CLEAN AND ROUGHEN JOINT SLAB ON GRADE SEE PLAN 2–#4 CONT NOTE: BEND Db ALT DIRECTIONS CD I L� 7 TENSION DEVELOPMENT LENGTH SCHEDULE (Ld) BAR 0 Z f'c=4000 PSI f'c=5000 PSI f'c=6000 PSI zo f'c=8000 PSI SIZETOP BARS o �a TOP BARS OTHER BARS TOP BARS J.`—..J TOP BARS OTHER BARS TOP BARS LLI Z W'Q TOP BARS OTHER BARS #5 CONT > > 17 19 UNO M w� s N 15 12 14 12 13 12 #4 r 22 25 19 22 17 CD 16 19 0 18 14 #4 DOWELS o CENTER OF WALL @ 2'_0" ®16" UNO •" SINGLE LAYRER REINF, 33 25 31 2" CLR @ DOUBLE 29 22 #6 CURTAIN REINF 43 48 X x 43 33 o 31 37 28 I U 26 #7 63 48 IL 42 49 1 37 44 DOWELS AT MASONRY WALL 12 a 30 .. j 72 d 62 48 55 c►1 12 11• - O EQ MASONRY WALL - SEE PLAN FOR SIZE & REINF CLEAN AND ROUGHEN JOINT SLAB ON GRADE SEE PLAN 2–#4 CONT NOTE: BEND Db ALT DIRECTIONS CD I L� 7 TENSION DEVELOPMENT LENGTH SCHEDULE (Ld) BAR f'c=3000 PSI f'c=4000 PSI f'c=5000 PSI f'c=6000 PSI 'c=7000 PSI f'c=8000 PSI SIZETOP BARS OTHER BARS TOP BARS OTHER BARS TOP BARS OTHER BARS TOP BARS OTHER BARS TOP BARS OTHER BARS TOP BARS OTHER BARS #3 221 17 19 15 17 13 15 12 14 12 13 12 #4 29 22 25 19 22 17 20 16 19 15 18 14 #5 47 36 40 31 36 28 33 25 31 24 29 22 #6 56 43 48 37 43 33 40 31 37 28 34 26 #7 63 48 54 42 49 1 37 44 34 1 41 32 38 30 #8 72 55 62 48 55 43 51 39 47 36 44 34 #9 81 62 70 54 63 48 57 44 53 41 49 38 #10 91 1 70 79 61 70 54 64 49 59 46 56 43 11 101 78 87 67 78 60 71 55 66 51 62 48 #14 -121..-. 93 .-105 81 94 .72 86 66 79, 61 74 57 18 161 124 139 107 125 96 114 88 106 81 99 76 BAR SPLICE LENGTH SCHEDULE (Ls) BAR 00 PSI f'c=4000 PSI f'c=5000 PSI f'c=6000 PSI 'c=7000 PSI f'c=8000 PSI SIZEOTHER F BARS TOP BARS OTHER BARS TOP BARS OTHER BARS TOP BARS OTHER BARS TOP BARS OTHER BARS TOP BARS OTHER BARS #3 28 22 24 19 22 17 20 16 18 16 17 16 #4 37 29 32 25 29 22 26 20 25 19 23 18 #5 47 36 40 31 36 28 33 25 31 24 29 22 #6 56 43 48 37 43 33 40 31 37 28 34 26 7 81 63 70 54 63 49 58 44 53 41 50 38 #8 93 72 80 62 72 55 66 51 61 47 57 44 #9 105 81 91 70 81 63 74 57 69 53 64 49 #10 118 91 102 79 91 70 83 64 77 59 72 56 #11 131 101 113 87 101 78 93 71 86 66 80 62 #14 SEE NOTE #12 18L SEE NOTE #12 NOTES: 1. LAP SPLICES ARE SHOWN ON DWGS. WHERE NO LAP LENGTH IS SHOWN, USE THIS SCHEDULE. 2. BAR SPLICE SCHEDULE BASED ON CASE #1, LAP CLASS B 3. C–C BARS MUST BE 3.Odb MIN BY CODE = CASE 1 4. BAR COVER ON BMS & COLS 11/2" + 1/2" = 2" > db = CASE 1 REQUIRED LAP LENGTH. EE SCHED� 24" MIN f EE SCHED HORIZONTAL BARS WALL OR SLAB SPLICE DETAIL EE SCHED 24" MIN -o TOP REINF 11/2" MAX OR WIRED EE SCHED SLOPE 1:12 IN CONTACT MAX TYP BOTT REINF BEAM & LINTEL LAP SPLICE DETAIL -o ter�I nrn no LA `%HANICAL WAL REII DEVELOPMENT LENGTH STRAIGHT BAR WELDED OR MECHANICAL SPLICE WALL & COLUMN SPLICE 5. TABULATED VALUES ARE IN INCHES AND ARE BASED ON GRADE 60 REINFORCING (NOT COATED), NORMAL WEIGHT CONCRETE PER ACI 318-2008. USE THESE VALUES ONLY WHERE LENGTHS ARE NOT INDICATED ON THE DWGS. 6. TOP BARS ARE HORIZONTAL BARS SO PLACED THAT MORE THAN 12" OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. 7. INCREASE SCHEDULED LENGTHS BY 30% FOR LIGHTWEIGHT CONCRETE. 8. THE SMALLER BAR LAP LENGTH SHALL BE USED WHEN SPLICING DIFFERENT SIZE BARS. 9. THE CONTRACTOR, AT HIS OPTION, MAY USE A BUTT WELDED SPLICE, OR APPROVED MECHANICAL IN LIEU OF THE LAP SPLICE SHOWN–SEE TYPICAL WELDED SPLICE DETAIL. 10. ALL DETAILING AND PLACING OF REINFORCING SHALL COMPLY WITH THE PLANS AND DETAILS. 11. BUNDLED BAR SPLICES: a. INDIVIDUAL BAR SPLICES WITHIN THE BUNDLE SHALL NOT OVERLAP EACH OTHER. b. INCREASE LAP LENGTH 20% AT THREE ,BAR BUNDLES. c. INCREASE LAP LENGTH 33% AT FOUR BAR BUNDLES 12. USE BUTT–WELDED SPLICE OR APPROVED MECHANICAL SPLICE TO #14 AND #18 BARS. REGULAR WEIGHT CONCRETE REINFORCING DEVELOPMENT LENGTH & SPLICE LENGTH SCHEDULE =—FOR SUPPORT @ TOP, SEE OTHER DETAILS r m Z Q TYP WALL REINF N �p `DOWELS TO MATCH –6" WALL REINFORCING NON—BEARING MASONRY WALL FOOTING EQ MASONRY WALL - SEE PLAN FOR SIZE & REINF SEE PLAN FOR - SLAB ON GRADE ;A�� C LEAN AND - ROUGHEN JOINT _ TYP WALL REINF ALT BEND _ I 1–#5 CONT 3" CLR SEE PLAN DOWEL TO MATCH VERT WALL REINF LAP 72 BAR DIA BEND INTO FTG AS SHOWN -SEE 'DOWELS AT MASONRY' DETAIL N Cfl 0 ry �J U INTERIOR MASONRY WALL FOOTING TOP OF FTG SEE PLAN m CD I L� 10 EQ MASONRY WALL SEE PLAN FOR SIZE & REINF FIN GRADE OR PAVING CLEAN AND ROUGHEN JOINT NP WALL REINF� ALT BEND 3" CLR TYP DOWEL TO MATCH VERT WALL REINF LAP 72 BAR DIA BEND INTO FTG AS SHOWN —SEE 'DOWELS AT MASONRY' DETAIL SEE PLAN FOR SLAB ON GRADE T i I:2 TOP OF FTG b 0 SEE PLAN --�-1–#5 CONT EXTERIOR MASONRY WALL FOOTI N G 0 I U 5 CD I 3-06-2012 ■■■■■■■ M1MIMIMfm■ ■■■■■■ ■■■■ ■ ■■■■■ MEMO■ M Mimi I± ` ■■■ I� I ARCHITECTS, INC 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE(661) 832-5258 FACSIMILE (661) 832-4291 ti No. C-16835 DECEMBER 31, 2013 RENEWAL �Q q� DA1E DANNY E( ()RDIZ, AIA ARCHIT C-14,728 WILLIAM J. MELBY, AIA ARCHITECT C-16,835 ■■■■■O■■ ■®■n■■m■ Z 0 Cd z cc Cd HN A. MARTIN do ASSOCIATES, INC. Structural Engineers 950 South Grand Avenue Los Angles, California 90015 Phone (213)483-6490 Fax (213) 744-1515 DATE SIGNED: JOB fJ13411 MARCH 6, 2012 RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 FOR: CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 ■■■■■■■■ ■■■um■I■■ MARK DATE DESCRIPTION FIN Q Q ■■■■■■■■■®■u®■u■ JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG -AC 15-CD(020212). pin DRAWN BY: TL CHECKED BY: SM CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 ■■■■■■■■.■■■u®■®■ SHEET TITLE TYPICAL DETAILS CONFORIAE011,3)[ �'C SHEET IDENTIFICATION NUMBER 02 BARS SAME SIZE AS TYP WALL �T" REINF UNO� m u Y FLOW OF a OPEN END BLOCK• INTERSECTION oCONCRETE MASONRY WALL INTERSECTIONS. CD I 3 MINIMUM MASONRY WALL REINFORCING SCHEDULE WALL THICKNESS (INCHES) BAR SIZE & SPACING EACH LAYER HORIZ VERT REMARKS 6" #4 AT 32" #4 AT 32" SINGLE LAYER 8" #4 AT 16" #4 AT 16" SINGLE LAYER 12" #5 AT 24" #5 AT 24" DOUBLE LAYER EMBEDMENT MII� o 0 U II „» U-1 JAMB OR WALL END NOTES: 1. SINGLE LAYER REINFORCING SHALL BE IN CENTER OF WALL UNLESS OTHERWISE DETAILED. 2. ALL CELLS SHALL -BE GROUTED SOLID, UNO. MASONRY WALL MINIMUM REINFORCING SCHEDULE DOWELS TO MATCH ELASTOMERIC SEALANT HORIZ WALL REINF 3/899fJOINT DEPTH EQ WIDTH TYP 72 BARr/,f—TYP FULL MORTAR HEAD JOINT VERTI DIA TYP VERTICAL WALL REINF USE CLOSED END UNIT AT JOINT =Sq—TYP HORIZ WALL REINF OPEN END BOND BM UNIT 0 JOINT PLAN VIEW 0 SINGLE LAYER WALL REINFORCING CONTROL JOINT AT BUILDING MASONRY WALL TYP , WALL REINF _S TO MATCH HORIZ WALL REINF PLAN VIEW @B DOUBLE LAYER WALL REINFORCING FOR INFO NOT NOTED, SEE DETAIL NOTES: 1. LOCATION JOINT WHERE NOT SHOWN ON PLAN TO BE APPROVED BY STRUCTURAL ENGINEER. 2. ALLOW FOR JOINTS AT 24'f. CONCRETE EMBEDMENT �w 0 /� 4" J e 5" U I 5" 10" o o MINIMUM 2" 0 0 > m w EMBEDMENT MII� o 0 U II „» U-1 JAMB OR WALL END O G - Qz - NOTE: 1. EXTEND JAMB BARS FLOOR TO FLOOR, OR FLOOR TO ROOF WHERE OPENING 7771 -- OR MASONRY BOLT AT FACE OF O WALL OR COL BOLT EMBEDMENT SCHEDULE JAMB, LINTEL &SILL REINF SCHEDULE BACK FACE OF WALL OR COL WHERE OCCURS TOP OF WALL OR COL EMBEDMENT EMBEDMENT „b„ W /� 4" gZ e 5" I I 5" 10" a 7„ list zw� 8" 12" II �m II I I U-1 JAMB OR WALL END HEADED 1-y-1 ANCHOR BOLT (AB) CONCRETE OR MASONRY BOLT AT TOP OF Q WALL OR COL" NOTE: DIMENSION OF HEX HEAD SHALL CONFORM TO ANSI/ASME B18.2.1 TENSION IS NOT POSSIBLE kRS AS FAR AS POSSIBLE -TYP MATCH VERTICAL--, REINFORCING STANDARD 90° HOOK NOTE: SEE SCHEDULE FOR WALL REINF, UNO JAMB, LINTEL & SILL REINF PER SCHED TYPICAL AB/ ROD»o„ SIZE EMBEDMENT EMBEDMENT „b„ W /� 4" 10» e 5" 10" 3 4 5" 10" a 7„ list 1 » 8" 12" TYP WALL REINF MATCH VERTICAL a REINFORCING LINTEL REINF —� CV SINGLE LAYER DOUBLE LAYER LINTEL 72 DIA 72 DIA STANDARD 90° HOOK i� -NI■■■■ MINI■■■■ IMINI■■■■ MINI■■■ ¢ MATCH HO'RIZONAL ■MINI■ �; MINI■ ■■I i' ■■ ■a I of IG i FLOOR LINE REINFORCING SINGLE LAYER DOUBLE LAYER PLAN AT JAMB OR WALL END fl1A - NOTE: 1. EXTEND JAMB BARS FLOOR TO FLOOR, OR FLOOR TO ROOF WHERE OPENING STANDARD HOOK WHERE EXCEEDS 4'-0" IN WIDTH OTHERWISE MIN EMBEDMENT NOT EXTEND 72 DIA PAST FACE OF OPENING POSSIBLE ELEVATION 2. ADD VERTICAL JAMB BARS AT THE WALL ENDS. MINIMUM REINFORCING AT MASONRY WALL OPENINGS Z w NAILER WIDTH SAME AS WALL WIDTH 00 10 Z a WHERE JOIST HANGERS NAIL TO NAILER, T 3:� 8" NOMINAL WHERE NO JOIST HGR. OCCURS Z TWO ROWS OF B.N. 0 LEWD X Ii ZRWD WHERE OCCURS 4x NAILER. SHAPE I I `1• JOIST HGR WHERE OCCURS TOP OF NAILER i TO MATCH ROOF SLOPE �I I ,z 3/4" GROUT of I I 1 mto 3/4A.B. 0 8" MAX FROM EA. END AND 24" MAX INBETWEEN CONCRETE OR MASONRY WALL 10 SCHEDULE WALL REINF %.I \ �-180° HOOK -� JAMB REINF 3t TO 5t SINGLE LAYER WALL THICKNESS I- JAMB REINF I- JAMB REINF - SCHEDULED WALL REINF7 7 I , -� �#3 TIES AT 8" TIES SAME SIZE AND SPACING AS SCHED REIN ti TO 3tl 3t, TO 5t, DOUBLE LAYER WALL THICKNESS NOTE: GROUT ALL CELLS SOLID. MASONRY WALL PIER �73"IG� 0101101101101 -NI■■■■ MINI■■■■ IMINI■■■■ MINI■■■ MINI■■ MINI■■ ■MINI■ MINI■ �; MINI■ ■■I i' ■■ ■a I of IG i ARCHITECTS, INC 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 /SAO ARC' 'S,�T ,, .?PM JOHN ��FO.' No. C-16835 DKEMBER 1,20 (J1 R DAT AL tl DATE 0 I U DANNY E. O IZ, AIA ARCHITEC C-14,728 1 WILLIAM J. ELBY, AIA ARCHITECT C-16,835 MINI■■■■■■ ■MI■®MIMMI■ CC CD I 3 5 Z 01) QROFESS/ p�_ cd al.0 'co 01) ad JOHN A. MARTIN do ASSOCIATES, INC. U \� Structural Engineers q 950 South Grand Avenue �OF C \F Los Angles, womia 0615 _ Phone (213)483-6490 DATE SIGNED: F°" (213) 744-1515 B fil--411 MARCH 6, 2012 RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 FOR: CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 ■NINININININI■ ■NI■NI®■ ■ MARK DATE DESCRIPTION FAI `•xA' R 0 9 ■NINININININI■ ■NININIUMI®■ JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG -AC 15-CD(020212). pin DRAWN BY: TL CHECKED BY: SM CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBYARCHITECTS, INC. 2010 ■NINININININI■ ■NI®NI®NI®■ SHEET TITLE TYPICAL DETAILS CONFORNIEN In cu 3 SHEET IDENTIFICATION NUMBER 9 S� .■■■.■.■■.NINI.. 3-06-2012 CONNECTIONS LISTED ARE MINIMUM PERMISSIBLE",..ALL NAILS SHALL BE COMMON WIRE NAILS ACCORDANCE WITH ASTM F1667. WHERE POSSIBLE, NAILS, DRIVEN PERPENDICULAR TO THE GRAIN SHALL BE USED INSTEAD OF TOE NAILS. DETAILS SHALL GOVERN WHEN THEIR NAILING REQUIREMENTS ARE MORE STRINGENT THAN THIS SCHEDULE.. MEMBER DIMENSIONS NOTED BELOW ARE NOMINAL DIMENSIONS. CONNECTION NAILING 1 • Joist or rafters to sides of studs: 13. Upper plate to lower plate @ intersection 8 -inch joist or less 3-16d SIZE OF NAIL For each additional 4 inches in depth'of joist 1-16d 2. Bridging to joist, toenail each end, 2-8d 15. a. Blocking between joist and rafters - 3-8d 16. To joist or rafters - Toenails .each: side,: ':each end .� 2-1 Od 12d b. Blocking between studs, each end . ': : ; 2-10d toenails or 2-16d 3. 1" x 6" subfloor or less to each jaisf, ,face;: nail : = 2-8d 4. Wider than 1" x 6" subfloor to each joist, face 'nail-: 3-8d 5. 2" subfloor to joist or girder, blind and. face_ nail 2-16d 6. Sole plate to joist or blocking, typical face: nail: 16d @ 16� 19. Sole plate to foist or blocking, at, braced wall` panels- 3-16d per 16 7. Double Top Plates: 2-8d 21. Lower Plate to 6" studs or less 2-16d 22. - For each additional 2" depth. ', :';, ` ':- - " ` Add 1-16d 8: Studs to- Bearings, Toe nails---- ails- 16d @ 24" 24. 4" deep studs 4:: 3-16d 6" deep studs 2-16d each side (4 total 25. - For each additional 2" depth Add 1-16d each side (add 2 total 9. Multiple studs, face nails stagger where possible 16d @ 12" 10. Double Top Plates (*) 8d @ 6" a. Upper plate to lower plate 16d @ 16" 27. 6" wide or less (staggered) add 16d @ 16" - For each additional 2". width "grooved) 2x3 @ 24 max, span b. Lap "splice 8-16d each side of splice 2x3 @ 24" to 48" spans 6 wide or less Add 8-16d each side of splice Ribbons to studs: - For each additional 2" width 11. Blocking between joists or rafters to top plate, toenail 3-8d 12. Rim joist to top plate, toenail 8d @ 6" 13. Upper plate to lower plate @ intersection MINIMUM NAIL, 6" (nominal) wide or less plate 3-16dt**) SIZE OF NAIL - For each additional 2" width add 1-16d(**) 14. Continuous header, two pieces 16d @ 16" along each edge 15. Ceiling joists to plate, toenail 3-8d 16. Continuous header to stud, toenail 1.5/8 (**) 12d 4" deep studs 3-16d 16d 6" deep studs 2-16d each side ( 4 total 20d - For each additional 2" depth Add 1-16d each side ( add 2 total 17. Ceiling joists, laps over partitions, face nail 3-16d 18. Ceiling joists parallel rafters, face nail 3-16d 19. Joist or rafters at all bearings - toenails, each side 2-1Od 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 @ 24" 24. Built-up girders and beams 20d @ 32" at top and bottom staggered and 2-20d at ends and at each splice 25. 2" (51 mm) planks 2-16d at each bearing 26. Sheathing at all bearing: plywood at all edges 8d @ 6" plywood at interior supports 8d @ 12" 27. Ceiling strips to underside of joists, at each bearing, stronghold, (annularly nails to be used as : follows: (predrill as required to prevent splitting) "grooved) 2x3 @ 24 max, span 1-16d 2x3 @ 24" to 48" spans 2-16d 28. Ribbons to studs: 1" ribbons 2-8d 2" ribbons 2-16d 29. Double joist under partitions Where not blocked apart. (staggered) 16d @ 12" Where blocked apart. @ blocking each side 2-16d 30. Use machine nailing is subject to a satisfactory job site demonstration and approval by the architect or structural engineer and the division of the State Architect. The approval is subject to continued satisfactory performance, if nail heads penetrate the outer ply more that would be normal- for a hand hammer or if minimum allowable edge distances are not maintained, the performance will be deemed unsatisfactory. 31. Nails for structural framing in pressure treated sill plate shall be hot -dipped galvanized. This include but not limited to stud, plywood nails and "A35" nails in pressure treated sill plates. MINIMUM NAIL, DIAMETER & PENETRATION SIZE OF NAIL NAIL DEMETER (INCHES) PENETRATION REQ'D (INCHES) 6d 0.113 .1 1/4 8d 0.131 11/2 10d 0.148 1.5/8 (**) 12d 0.148 15/8 16d 0.162 13/4 20d 0.192 21/8 *** 11/2" Penetration at plywood diaphragm * At 3x & larger upper plate, nail from lower plate to upper plate. ** At 3x & larger upper plate, use Simpson 1/4" SDS screws w/ minimum 1" penetration into lower plate in lieu of 16d. o 1- NAILING SCHEDULE 4'-0" PLATE SPLICE MIN UNI STUDS & CRIPPLES @ 16"oc 2-16d FOR EACH 3" IN HEADER DEPTH SEE 'SMALL OPENING IN STUD WALL' - DETAIL 2x BLOCKING @ MID -HEIGHT OR 8'-0" MAX SEE TABLE FOR NUMBER OF FULL HEIGHT KING STUDS 3x PRESSURE TREATED CONT SILL PLATE, TYP, 2x PRESSURE TREATED CONT SILL PLATE AT NON-BEARING WALL 41/2" MIN TO 9" MAX UNO STUD WALL FRAMING (NON BEARING) DOUBLE TOP PLATES 0 2-4x o 17 'A35' FOR 3'-6" AND WIDER (A34 @ 2x4 STUDS) 2x STUD WIDTH w/ WIDTH SAME 16d @ 12 EA HEADER HEADER - SEE PLAN AS WALL TYP, TOP & BOTT AND SCHEDULE. HEADER @ WALL HEADER @ WALL TWO TRIMMER STUDS WHEN WIDTH S 6" (NOMINAL) WIDTH > 6" (NOMINAL) OPENING HEADER IS LARGER THAN VWI 6x8, OTHERWISE ONE _16d @ 12"oc EACH FULL HT KING STUD AND EA TRIMMER STUD rr - �I '�\-2x WINDOW SILL WHERE OCCURS II II (USE 2-2x @ OPENING > 3'-6") II II 2-16d TOENAILS TYP II II (PROVIDE A35 TOP & BOTT @ II II OPENING > 3'-6") II II 'A35' AT TOP & BOTTOM AT FULL II II HEIGHT KING STUDS (A34 @ 2x4 STUDS) 9 IWI ki E • HEADER AND KING STUD SCHEDULE OPENING WIDTH IW/ HEADER DEPTH 'D' (NOMIAL) INCHES NUMBER OF FULL HEIGHT KING STUDS ■OMEN NON-BEARING WALL ERIN INTERIOR WALL ONE ■E■ 6 2 6'-0"<'W'<8'-0" 6 2 89_0rr<'W'<10$-0" 8 2 10'-•0"<,W's12'-0„ -- - - 8 2 12'-0"<'W' SEE PLAN SEE PLAN DRILLED HOLE 3,, TYP AX x 6'-0" MIN �41/2" MIN 41/2" MIN -Yp I`7 9" MAX 9" MAX :V 4 MAX -{-- - -CN o ----- 0 1'-0" MIN X12 so M IN @ i SHEAR WALL Li' -6" MIN 2D�� 12 MIN @ MIN 8" MAX ® DRILLED HOLE. � U SHEAR WALL SHEAR WALL WHEN DIAMETER OF ANCHOR BOLT, TYP HOLE EXCEEDS D/3, END OF SILL PL IT SHALL BE TREATED WAS NTCH HERE DEPTH OR WIDTH OF NOTCH IS GREATER DRILLOHOLE IN CORNER THAN 1 ", PROVIDE SIMPSON 'MSTA24' EA PLATE PRIOR TO NOTCHING, TYP OF STUD (TWO TOTAL) W/ 8-10d MIN EA END, EA PLATE. WHERE DEPTH OF NOTCH "B" IS GREATER THAN & t OF D/5 PROVIDE ANCHOR BOLT EA. SIDE OF NOTCH HOLE TOP PLATE OF SHEAR WALLS SHALL NOT BE AS PER END REQUIREMENT. NO MORE THAN ONE ELEVATION NOTCHED UNLESS SPECIFICALLY DETAILED. NOTCH IS PERMITTED IN EVERY 12'-0" @ SHEAR STUD A PLAN -DOUBLE TOP PLATE B WALL. PLAN -SILL PLATE C HOLES & NOTCHING IN PLATES & STUDS 2x DOUGLAS FIR PRESSURE TREA1 SILL PL TYP SIMPSON 0.145"0 'PDPWL-300MG' -� POWDER DRIVEN PINS W/ 16 GAx3/4"0 MIN STEEL WASHER @ 41/2" MIN -8" MAX FROM EA END & @ 16" MAX IN BETWEEN. (ICC -ESR #2138 OR APPROVED EQUAL) TYP ANCHORAGE A NON-BEARING PARTITION ANCHORAGE AT SILL 1/2"0 ANCHOR BOLT 41/2" MIN -9" MAX FROM EA END & 48" MAX IN BETWEEN ALIGN CURB W/----\\ z x WALL SHTG TYP. SEE ARCH TYP SLAB DEPRESSION WHERE OCCURS #3 DOWEL @ 24"- PLACE @ CENTER OF CURB M CD I 3 3 0 Cd CD 9 � r-#3 CONT am 3" C LR 6" TYP CD @ CURB B �L (TYP @ TO I LET ROOMS) 9 .10 J -JV -GV 14 ARCHITECTS, INC 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 No. C-16835 DECEMBER 31, 2013 RENEWAL DANNY EI OVDIZ, AIA ARCHITE C-14,728 WILLIAM J. MELBY, AIA ARCHITECT C-16,835 DATE SIGNED: MARCH 6, 2012 Z 03 - 0 17- o W Cd JOHN A. MARTIN do ASSOCIATES, INC. Structural Engineers 950 South Grand Avenue Los Angles, California 90015 Phone (213)483-6490 Fox (213) 744-1515 JOB #J13411 RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 FOR: CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 ■MI■■MINN■ O■■O®■O■ MARK DATE DESCRIPTION '.AR. 0 9 1012 ■■■■■■ ■■ ■■■ ■OMEN ■ ■ ■ ERIN ■ ■ ONE ■E■ 0 I �I ARCHITECTS, INC 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 No. C-16835 DECEMBER 31, 2013 RENEWAL DANNY EI OVDIZ, AIA ARCHITE C-14,728 WILLIAM J. MELBY, AIA ARCHITECT C-16,835 DATE SIGNED: MARCH 6, 2012 Z 03 - 0 17- o W Cd JOHN A. MARTIN do ASSOCIATES, INC. Structural Engineers 950 South Grand Avenue Los Angles, California 90015 Phone (213)483-6490 Fox (213) 744-1515 JOB #J13411 RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 FOR: CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 ■MI■■MINN■ O■■O®■O■ MARK DATE DESCRIPTION ■■NOMI■■■ ■■■■®■ ■ JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG -AC 15-CD(020212 ). pin DRAWN BY: TL CHECKED BY: SM CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 ■■■MIND■■ ■■■■®ON■ SHEET TITLE TYPICAL DETAILS EFOR I.1".1 S'El WMN" I awavoopm vvm� I a on*" a I SHEET IDENTIFICATION NUMBER S�l 04 '.AR. 0 9 1012 0 0 ■■NOMI■■■ ■■■■®■ ■ JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG -AC 15-CD(020212 ). pin DRAWN BY: TL CHECKED BY: SM CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 ■■■MIND■■ ■■■■®ON■ SHEET TITLE TYPICAL DETAILS EFOR I.1".1 S'El WMN" I awavoopm vvm� I a on*" a I SHEET IDENTIFICATION NUMBER S�l 04 CEILING JOIST SCHEDULE CLEAR SPAN Tv JOIST SIZE & SPACING BOLT SIZE & SPACING L < 8'-0" 2x4 @ 16" 5/8"0 @ 48" 8'-0" < L < 14'-0" 2x6 CSI 16" 5/8"0 ® 32" 14'-0" < L < 18'-0" 2x8 @ 16" 5/8"0 @ 24" N OTE: WHERE CEILING JOIST SPAN IS GREATER THAN SHOWN IN THE SCHEDULE USE HANGERS PER 'WOOD FRAMING FOR SUSPENDED CEILING' DETAIL TYPICAL. TYPICAL CEILING JOIST DETAILS AND CEILING JOIST- SCHEDULE PLYWD00 SHEAR PANEL WHERE OCCURS SHALL BE CONT AND LEDGER I SHALL BE PLACED OVER PLYWOOD ,-- CLG JST SEE SCHEDULE SIMPSON "U" HANGER TO MATCH JST's SIZE TYPICAL 1 2x JOIST DEPTH CONT LEDGER (OVER SHEAR PANEL WHERE OCCURS) W/ 2-16d PER STUD. @ WOOD WALL B 2x CONT LEDGER, SAME DEPTH AS CEILING JOISTS. FOR SIZE AND SPACING SEE SCHEDULE BELOW. » /-CLG JST SEE SCHEDULE -SIMPSON "U" HANGER TO MATCH JST SIZE TYPICAL ANCHOR BOLTS (HEXAGONAL HEAD). FOR SIZE AND SPACING SEE SCHEDULE BELOW. @ MASONRY AND/OR CONCRETE WALL OC QO O I U D 1/4" CLEAR RED—I JOIST '1 2x8x1'-0" LONG FILLER 4-16d, -1�-�- FACE & 3-8d BACK NAILING. CLINCH 16d NAILS. HANGER AT RED—I E i -2-10d END T7N�f NAIL TYP 2X BLKG ® HGR _ HANGER AT UNPLUMBED JOIST F I I 2x4 CLG JOIST TO FLOOR JOISTS '-11 1 1 1 1 1 MATCH SUPPORTING OR RAFTERS I I i 11 KJ JOIST SPACING ® 24" MAX HGR AT 4'-0" I I EA. CLG. JST. CLG JOIST PARALLEL TO SUPPORTING JOIST — FLOOR JOISTS OR RAFTERS HGR AT 4'-0° EA CLG JST CEILING JOISTS C SUPPORTING J1 CLG JSTS PER IC D CLG JST © 24" $0 FLOOR JOISTS OR RAFTERS HGR AT 4'-0" EA CLG JST CEILING JOISTS WOOD FRAMING FOR SUSPENDED CEILING RED—I OR SAV LUMBER JOIST FOR HGR @ ---, UNPLUMBED JOIST SEE DETAIL 'F' 2x4 HGR W/2 -16d EA END 2x4 CEILING SECTION A Joisr FOR HGR @ UPLUMBED JOIST � RED—I SEE_DTL 'F � 1x6 STRONGBACK 1'-0" W T2 -8d EA CLG MAX BUTT SPLICE 2x4 CEILING JOIST SECTION B �4X 16d EA END PLYWOOD SHEAR PANEL 2x4 CONT LEDDGER WITH WHERE OCCURS SHALL 2-16d EA STUD I BE CONT AND LEDGER I SHALL BE PLACED CLG JST _._ OVER PLYWOOD. I SIMPSON "U" I 2x BLK'G HGR CONNECTION AT STUD WALL OC 2x4 CONT WITH 5/8"0 AB @ 48" CLG JST SIMPSON $$us' HGR CONN AT MASONRY OR CONCRETE WALL D Kim co CD I U 3 D 3-06-2012 ARCHITECTS, INC 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 At? No. C-16835 DECEMBER 31, 2013 >k - u RENEWAL DANNY E. (PRg1Z, AIA ARCH ITEC 14,728 WILLIAM J. MELBY, AIA ARCHITECT C-16,835 ■E■■■■■■ ■■■®m■■■ zw 0 O Q w Cd JOHN A. MARTIN do ASSOCIATES, INC. Structural Engineers 950 South Grand Avenue Los Angles, Cd'rfomia 90015 Phone (213)483-6490 DATE SIGNED: Fax (� 11 7-1515 x.1J13411 MARCH 6, 2012 RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 FOR: CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 ■E■■mm■■ ■■■■®®®■ MARK DATE DESCRIPTION . I !AR 0 9 2012 � NO m ■■■■■■■■ ■■■■®■■ JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG -AC 15-C D(020212). pin DRAWN BY: T CHECKED BY: SM CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBYARCHITECTS, INC. 2010 ■■■■■■■■ . ■■®■®■■ SHEET TITLE TYPICAL DETAILS CO:NFORRIIEED "ClEm SHEET IDENTIFICATION NUMBER S�l 05 ■■■■mm■■ . ■■®■.®■ ■ � I + �I i i ? ARCHITECTS, INC 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 At? No. C-16835 DECEMBER 31, 2013 >k - u RENEWAL DANNY E. (PRg1Z, AIA ARCH ITEC 14,728 WILLIAM J. MELBY, AIA ARCHITECT C-16,835 ■E■■■■■■ ■■■®m■■■ zw 0 O Q w Cd JOHN A. MARTIN do ASSOCIATES, INC. Structural Engineers 950 South Grand Avenue Los Angles, Cd'rfomia 90015 Phone (213)483-6490 DATE SIGNED: Fax (� 11 7-1515 x.1J13411 MARCH 6, 2012 RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 FOR: CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 ■E■■mm■■ ■■■■®®®■ MARK DATE DESCRIPTION . I !AR 0 9 2012 � NO m ■■■■■■■■ ■■■■®■■ JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG -AC 15-C D(020212). pin DRAWN BY: T CHECKED BY: SM CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBYARCHITECTS, INC. 2010 ■■■■■■■■ . ■■®■®■■ SHEET TITLE TYPICAL DETAILS CO:NFORRIIEED "ClEm SHEET IDENTIFICATION NUMBER S�l 05 ■■■■mm■■ . ■■®■.®■ 1 SEE PLAN FOR 4x JOIST DEPTH HEADER W/ SIMPSON JOIST SIZE AND "U" HANGERS EACH END. FOR RED -I'S USE SPACING. 412 HDR W/ SIMPSON "W" HANGER EACH END TYPICAL UNO I w JOIST HANGE DOUBLE JOISTS EACH SIDE OF OPENING PLAN OPENING IN HORIZONTAL FRAMING ATTACH FILLER WITH 2 ROWS OF NAILS PER SCHEDULE FROM EACH SIDE. SNUG FIT TYP FULL LENGTH FILLER BETWEEN JOISTS PER SCHEDULE JOIST TYPE FULL LENGTH FILLER 0- 13/4$9 I45 NOTES: DEPTH �7- 21/2" I65 1. RED -I SHALL BE BY TRUS JOIST IN ACCORDANCE 91/4" MIN = 31/2" 190 WITH ICC EVALUATION REPORT #ESR -2994. 3" OC I65 91/4" MIN 2. CONTRACTOR, MAY USE "STANDARD ' STRUCTURES PLYWOOD 6d 57 INC. JOIST" IN ACCORDANCE WITH ICC EVALUATION 3/8" OSB 145 z REPORT #PFC-5803 IN LIEU OF RED -I JOIST 7/16" OSB I65 1 1 1/ " 16d @ 3" SPECIFIED ON. PLANS, JOIST DEPTHS AND 7/16" OSB 190 w w SPACING SHALL REMAIN THE SAME. ALL OTHER v REQUIREMENTS'' SUCH AS WEB STIFFENER, MICRO -LAM METAL CROSS BRIDGING, CAMBER, ETC. SHALL REMAIN FLANGES UNCHANGED UNLESS NOTED. A. FOR RED -I45 & 165, USE STANDARD STRUCTURES, INC. SSI 32L JOISTS RED -I CONFIGURATION A B. FOR -RED-I90, USE STANDARD STRUCTURES, INC. ' SSI 42L JOISTS C. SSI JOIST SHALL HAVE MICRO -LAM CHORDS RED -I CONFIGURATION ATTACH FILLER WITH 2 ROWS OF NAILS PER SCHEDULE FROM EACH SIDE. SNUG FIT TYP FULL LENGTH FILLER BETWEEN JOISTS PER SCHEDULE JOIST TYPE FULL LENGTH FILLER FASTENER SPECIFIED SPACING (EA ROW) DEPTH THICKNESS MATERIAL I90 91/4" MIN 2-11/2" PLYWOOD; .Sd 3" OC I65 91/4" MIN 2-l" PLYWOOD 6d 21/2" OC I45 91/4" MIN 2- 5/8" PLYWOOD 6d . 21/2" OC DOUBLE RED -I n 0 i 3 12 2- 5/8"0 CARRIAGE BOLT r1B FILLER - SEE ' 'DOUBLE RED -I' DETAIL IS 0 11 , 21/2" 32L 31/2" 42L z CL 7/16" OSB a oLi MICRO -LAM FLANGES ALTERNATE SSI CONFIGURATION cv 0 i 3 D SNUG FIT TYP -HDR SEE PLAN 2- 5/8"0 CARRIAGE BOLT rD�- 1 BOUNDARY NAILING (BN). USE EDGE NAILING (EN) IF BOUNDARY NAILING IS NOT SPECIFIED. 2. EDGE NAILING (EN) 3. CONTINUOUS PANEL EDGES SHALL RECEIVE BOUNDARY NAILING (BN). USE EDGE NAILING (EN) IF BOUNDARY NAILING IS NOT SPECIFIED. 4. INTERMEDIATE NAILING @ 12", SAME SIZE AS EN. 5. 2x4 FLAT BLOCKING UNO. USE SIMPSON 'Z' CLIP @ EA END @ RED -I. 6. STAGGER JOINTS OF PLYWOOD. 7. SEE PLAN FOR PLYWOOD THICKNESS & NAILING. 8. 2'-0" x 4'-0" MIN SIZE OF PLYWOOD SHEET. 9. PLYWOOD GRAIN SHALL BE PERPENDICULAR TO JOISTS OR RAFTERS. 10. NAILS SHALL HAVE MIN 3/8" EDGE DISTANCE TO EDGE OF SHEET & SUPPORT @ 2x AND 1/2" MIN TO EDGE OF SHEET & SUPPORT @ 3x & LARGER. STAGGER NAILS ON EA SIDE OF PANEL EDGE. 11. PROVIDE 1/8" GAP BETWEEN PLYWOOD SHEETS. 12. REFER TO NAILING -.SCHEDULE FOR MACHINE DRIVEN NAILS. 13. ALL RAFTERS, JOISTS, AND BEAMS WIDER THAN 2x (EXCEPT RED -1) AND NAILERS TO STEEL BEAMS SHALL RECEIVE 2 ROWS OF BOUNDARY NAILING (BN). PROVIDE TWO ROWS OF EDGE NAILING (EN) IF BOUNDARY NAILING IS NOT SPECIFIED. PLYWOOD SHEATHING SECTION ELEVATION WEB STIFFENER AT BOTTOM OA BEARING AND AT HANGER RED -I WEB STIFFENER SNUG FIT TYP -HDR SEE PLAN DACTCDC nD InICTC `-SEE SPECIFIC DETAILS FOR CONDITION AT BOUNDARY. CONCENTRATED LOAD o�� WEB STIFFENER SCHEDULE 1/g" MIN ■■■■■■ 2 3/4" MAX JOISTNAILS TYPE WEB STIFFENER -IWEB STIFFEN ' wPERvu Uj SCHEDU In= SPACING I45 SNUG FIT 1 " 8d @ 3„ I65 BEARING SECTION ELEVATION WEB STIFFENER AT BOTTOM OA BEARING AND AT HANGER RED -I WEB STIFFENER SNUG FIT TYP -HDR SEE PLAN DACTCDC nD InICTC `-SEE SPECIFIC DETAILS FOR CONDITION AT BOUNDARY. CONCENTRATED LOAD o�� WEB STIFFENER SCHEDULE ■■■■■■■ ■■■■■■ ■■■■■■ JOISTNAILS TYPE WEB STIFFENER END DIST SIZE & ■■■ I ■■■ 'a' SPACING I45 5/8"x 2'/16" 1 " 8d @ 3„ I65 1 "x2 5/16" (MIN) PLY 1 " 8d @ 3" FACE GRAIN VERTICAL I90 2x4 1 1 1/ " 16d @ 3" SNUG FIT �WEB STIFFENER==t/8"` MIN PER SCHEDULET ELEVATION WEB STIFFENER AT CONCENTRATED B LOAD AT TOP FLANGE 0 I 3 5 I `--t BOLTSI = t OF FILLER `-t BOL S = It OF FILLER I SMPSONMPSON W HANGER SIMPSON W HANGER TYP WEB STIFFENER 5/8"x12"x15"LONG PLYWOOD W/ RED -I SEE PLAN 5/8"x12"x15"LONG PLYWOOD W/ FACE GRAIN VERTICAL @ RED -I45 FACE GRAIN VERTICAL @ RED -I45 SIMPSON 'A35' TYP WEB STIFFENER 1 "x12"x15" LONG PLYWOOD W/ 1 "x12"x15" LONG PLYWOOD W/ T & B EA END FACE GRAIN VERTICAL @ RED—I65, FACE GRAIN VERTICAL @ RED—I65, ONE SIDE 2x`1205" LONG @ RED -190 2x`1205" LONG @ RED -190 RED—I BLKG SECTION �A (DOUBLE JST) SECTION � (SINGLE JST) 71 r TvL 1 I 2- 5/8"0 CARRIAGE BOLTS 2— 5/8"0 CARRIAGE 4-8d TYP SYMM ABOUT It BOLTS RED -I JOIST,--,A-- -*-' HDR SEE PLAN SYMM ABOUT t HDR SEE PLAN 1/8" MAX 3" TYP --- - FILLER - SEE CD 3 TYP PLAN CD 'DOUBLE RED -I DETAIL PLAN B (DOUBLE JST) 3 PLAN D (SINGLE JST) 3 O 10 RED -I BLOCKING g HEADER AT DOUBLE RED -I ' . 3 - j6p 1 3-06-2012 ■■■■■■■ ■■■■■■■ ■■■■■■ ■■■■■■ ■■■ I ■■■ ■ ? i� I ARCHITECTS, INC 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 ARcy�r v v�PM JON/y No. C-16835 --- - DECEMIMR 31, 2013 RENEWAL �Q DAM DANNY E. ORDIP( AIA ARCHITECT C- 4,728 WILLIAM J. MELBY, AIA ARCHITECT C-16,835 ■■■■■■■■ ■®■u■■®■ z QOESSi Go �z _ 00 l JOHN A. MARTIN do ASSOCIA-TES, INC. ipUStructural Engineers Sp9 CTUR� 950 South Grand Avenue OF CA Lae Angles, Califomia 90015 Phone (213)483-6490 DATE SIGNED: F°" (� B ##134#13415 #11 MARCH 6, 2012 RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 FOR: CITY OF BAKERSFIELD SECTION 2 3/4" MAX PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 ■■■■■■■■ ■■■®■■®■ MARK DATE DESCRIPTION ■■■■■■■■.■■■■m■®■ JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG -AC 15-CD(020212). pin DRAWN BY: TL CHECKED BY: SN CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 ■■■■■■■■ ■■■®■■■ SHEET TITLE TYPICAL DETAILS ECOP F0RhIIE)) Ef'l E,1I` SHEET IDENTIFICATION NUMBER S�l 06 ■■■■■■■■ mmmmmmmm .a -R o s 2012 0 ■■■■■■■■.■■■■m■®■ JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG -AC 15-CD(020212). pin DRAWN BY: TL CHECKED BY: SN CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 ■■■■■■■■ ■■■®■■■ SHEET TITLE TYPICAL DETAILS ECOP F0RhIIE)) Ef'l E,1I` SHEET IDENTIFICATION NUMBER S�l 06 ■■■■■■■■ mmmmmmmm DBL I—JST W/ 202 FILLER BLOCK AND 11 1/4" x WEB STIFF W/ 3 ROWS OF 16d @ 3" C .,AP FILLER BLOCK SEED N.— ANGLE 3x3x3/8xO'-6" LDBL JST ANGLE48 W/ 'U' W/ 2— 5/8"0 MB SEE A HCR AT EA END ROD HGR BY OTHERSN ( OTAL HANGING LOAD SHALL NOT EXCEED 200# MAX PER HANGER. TOTAL HANGING 200 LB FOR PAIR LOAD SHALL NOT EXCEED 400 LB OF RED—I (NOT INCLUDING CEILING LOAD) PER v P JST SPACING DOUBLE JOIST. A B 2x6 BLOCK W/GRAIN 1%4" MAX ORIENTED VERTICALLY I I I . / I - _1?I —1 2-1 Od (3") COMMON _Z NAILS, CLINCHED 1/2"0 MACH BOLT 3 W/WASHER F _ ' CINCH TIGHT 3" MIN ' z 2x12x1'-0" 1/2" MAX FOR i 1/4"" COACH SCREW Q FILLER BLKG FLANGES > 2 (1/8 PILOT HOLE REQD) �� c� W/10 -12d CLINCH 1/4 MAX FOR ROD HGR BY NAILS, TYP FLANGES < 2" OTHERS 50# MAX PER HANGER. TOTAL 50# MAX PER HANGER. TOTAL HANGING LOAD SHALL NOT EXCEED HANGING LOAD SHALL NOT EXCEED 100 LB (NOT INCLUDING CEILING) 100 LB (NOT INCLUDING CEILING) PER SINGLE RED—I PER SINGLE RED—I D E ROD HANGER AND BRACING AT "RED -I" JOIST 0 PLYWOOD SHTG, SEE PLAN —1 (JOISTS) WEB STIFF ,-FILLER BLOCK'/2"CLR �L&2x'14 GA CONT BEND AS SEE T A REQD) EA SIDE OF PLATES W/1—#12x1 1/2" WOOD SCREW - DBL JOISTS STUDS PER JOIST. DO NOT FASTEN TO PLATES, TYP. 4-1Od 4x 1-2 0 BRACE -SIMSPON "U" HGR, TYP BRACING BY OTHERS (AT SLOPE . < 3:12) PERPENDICULAR TO JOISTS ULL DEPTH RE —1 III�`m WHERE WALL OCCURS..; , BETWEEN JOIST, RED—I BLKG IN IN ADJACENT BAY MAY BE OMITTED L2x2x14 GA CONT EA SIDE OF PLATES 1—#12x1 1/2" WOOD SCREW PER BLKG. DO NOT FASTEN TO PLATES, TYP. 2x4 CONT \A/ /7 1 EA JOIST SON (AT SLOPE < 3:12) AO ALT PERPENDICULAR TO OB JOIST AT SUSPEND CLG 1/2" CLR TYP -STUDS @ 16" NOTE: 2x4 CONT PLATE MAY BE USED IN LIEU OF GA PLATE SIMILAR TO DETAIL 'B'. WHERE SUSPENDED CLG OCCURS ON BOTH SIDES OF WALL. ,,D CD PARALLEL TO JOISTS C 3 (AT SLOPE < 3:12) 6 NON-BEARING PARTITION AT RED -I DETAIL 5 ■■■■■■■ ■■■■■■■ tef�GL's/� ■■■■■■ .,AP FILLER BLOCK SEED N.— ANGLE 3x3x3/8xO'-6" LDBL JST ANGLE48 W/ 'U' W/ 2— 5/8"0 MB SEE A HCR AT EA END ROD HGR BY OTHERSN ( OTAL HANGING LOAD SHALL NOT EXCEED 200# MAX PER HANGER. TOTAL HANGING 200 LB FOR PAIR LOAD SHALL NOT EXCEED 400 LB OF RED—I (NOT INCLUDING CEILING LOAD) PER v P JST SPACING DOUBLE JOIST. A B 2x6 BLOCK W/GRAIN 1%4" MAX ORIENTED VERTICALLY I I I . / I - _1?I —1 2-1 Od (3") COMMON _Z NAILS, CLINCHED 1/2"0 MACH BOLT 3 W/WASHER F _ ' CINCH TIGHT 3" MIN ' z 2x12x1'-0" 1/2" MAX FOR i 1/4"" COACH SCREW Q FILLER BLKG FLANGES > 2 (1/8 PILOT HOLE REQD) �� c� W/10 -12d CLINCH 1/4 MAX FOR ROD HGR BY NAILS, TYP FLANGES < 2" OTHERS 50# MAX PER HANGER. TOTAL 50# MAX PER HANGER. TOTAL HANGING LOAD SHALL NOT EXCEED HANGING LOAD SHALL NOT EXCEED 100 LB (NOT INCLUDING CEILING) 100 LB (NOT INCLUDING CEILING) PER SINGLE RED—I PER SINGLE RED—I D E ROD HANGER AND BRACING AT "RED -I" JOIST 0 PLYWOOD SHTG, SEE PLAN —1 (JOISTS) WEB STIFF ,-FILLER BLOCK'/2"CLR �L&2x'14 GA CONT BEND AS SEE T A REQD) EA SIDE OF PLATES W/1—#12x1 1/2" WOOD SCREW - DBL JOISTS STUDS PER JOIST. DO NOT FASTEN TO PLATES, TYP. 4-1Od 4x 1-2 0 BRACE -SIMSPON "U" HGR, TYP BRACING BY OTHERS (AT SLOPE . < 3:12) PERPENDICULAR TO JOISTS ULL DEPTH RE —1 III�`m WHERE WALL OCCURS..; , BETWEEN JOIST, RED—I BLKG IN IN ADJACENT BAY MAY BE OMITTED L2x2x14 GA CONT EA SIDE OF PLATES 1—#12x1 1/2" WOOD SCREW PER BLKG. DO NOT FASTEN TO PLATES, TYP. 2x4 CONT \A/ /7 1 EA JOIST SON (AT SLOPE < 3:12) AO ALT PERPENDICULAR TO OB JOIST AT SUSPEND CLG 1/2" CLR TYP -STUDS @ 16" NOTE: 2x4 CONT PLATE MAY BE USED IN LIEU OF GA PLATE SIMILAR TO DETAIL 'B'. WHERE SUSPENDED CLG OCCURS ON BOTH SIDES OF WALL. ,,D CD PARALLEL TO JOISTS C 3 (AT SLOPE < 3:12) 6 NON-BEARING PARTITION AT RED -I DETAIL 5 ■■■■■■■ ■■■■■■■ ■■■■■■ ■■■■■■ WIN Al ■■ ■■ 0 ARCHITECTS, INC 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 DANNY E. qIRDJ2, AIA ARCH ITEC 14,728 WILLIAM J. MELBY, AIA ARCHITECT C-16,835 ■■ENEEN■ ®oe®u®is■ 91 3-U6-ZU 1 Z Z_ Go CC �U Q m JOHN A. MARTIN do ASSOCIATES, INC. Structural Engineers 950 South Grand Avenue Los Angles, California 90015 Phone (213)483-6490 Fox (213) 744-1515 DATE SIGNED: JOB #J13411 MARCH 6, 2012 RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASH ROAD BAKERSFIELD, CA 93313 FOR: CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 MARK DATE DESCRIPTION ammmmmm■ ■oemm.■ JOB NUMBER: 1406 CAD DRAWING FILE: 1408 -STATE FARM SPORTS PARK RESTROOM BLDG -AC 15-CD(020212). pin DRAWN BY: TL CHECKED BY: Sm CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBYARCHITECTS, INC. 2010 ■ENNEEN■ mommummim SHEET TITLE TYPICAL DETAILS ......,......_ ._............. no -Man CONFORNIE.I.)8171 ____ I -, I � . r womm"mrmman08Mrrra I I SHEET IDENTIFICATION NUMBER S�l 07 ■■■mmmm■ ■■■■■■■■ tAR 0 9 2012 Al 0 ammmmmm■ ■oemm.■ JOB NUMBER: 1406 CAD DRAWING FILE: 1408 -STATE FARM SPORTS PARK RESTROOM BLDG -AC 15-CD(020212). pin DRAWN BY: TL CHECKED BY: Sm CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBYARCHITECTS, INC. 2010 ■ENNEEN■ mommummim SHEET TITLE TYPICAL DETAILS ......,......_ ._............. no -Man CONFORNIE.I.)8171 ____ I -, I � . r womm"mrmman08Mrrra I I SHEET IDENTIFICATION NUMBER S�l 07 ■■■mmmm■ ■■■■■■■■ X X X X V) 0 0 CL CL FOUNDATION PLAN 4 FOUNDATION NOTES AND LEGEND: 1. BUILDING SLAB: 5" CONCRETE SLAB w/ #4 0 18" EA. WAY TYP @ 1 1/2" CLEAR FROM TOP OF SLAB OVER 2" CRUSHER RUN FINE OVER VAPOR RETARDER PER SPEC. OVER COMPACTED FILL, SEE DETAIL "6/S1.4" FOR CJ. 2.—(X'—X") INDICATES TOP OF FOOTING ELEVATION FROM FF (0'-0" TOP OF ALL SHALL BE (—(V-6 ) AT UNO. STEP FOOTINGS AS REQ'D BETWEEN HIGH ELEVATION & LOW ELEVATION. 3. INDICATES 8" CMU WALL W/ #4 16" EW Q4. INDICATES SLOPING SLAB. SEE ARCH FOR SLOPES, LOCATION AND EXTENT. 0000000■ ■❑❑❑11EI110 ❑❑00❑❑■■ ■s❑❑❑❑❑❑ EIDE]❑■■■■ ■■■■❑0110 ❑❑❑NOME■ ■■■■■❑❑❑ ❑❑■■■■■■ ■■■■M■❑❑ ❑■■M■■E■ M■■■MMMu ■■■■■■■■ ■ONO■M■■ ORDIZ M BY ARCHITECTS, INC 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 �'SEI) ARS\ �T JOHIy No. C— 16835 DECEMBER 31, 2013 REDA N CA �/ F OF L�F� DANNY E. ORDIZ, AIA ARCHITECT C-14,728 WILLIAM J. MELBY, AIA ARCHITECT C-16,835 ■■■■■■■■ ■■■■■■■■ DATE SIGNED: APRIL 4, 2012 Z_ LWA.m as MARTIN do ASSOCIATES, INC. Structural Engineers 950 South Grand Avenue Los Angles, California 90015 Phone (213)483-6490 Fax (213) 744-1515 JOB jJ13411 RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 FOR: CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 ■■■O■■■■ ■■■■■■■■ MARK DATE DESCRIPTION CD 03/09/12 PLAN CHECK/BID 3 04/06/12 ISSUED WITH ADDENDUM #3 ZL . ■■■■■■■■ . ■■■■■■■■ JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG -AC 15-CD(020212). pI n DRAWN BY: TL CHECKED BY: SM CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 ■■■■■■■■ mmmmmmmm SHEET TITLE i IV w 'q ■TA SHEET IDENTIFICATION NUMBER S-201 ■■■■■■■■ ■■O■■■M■ ■ 0 0 m mom 11 1 1.3 2 A q CD CID 0 BJ L B B.8 B.8 C C D D D.2 D.2 EE if it F I F F X X 1 1.2 1.8 2 NORTH x ROOF FRAMING PLAN 4 d o a n rn 0 h O 33'-4" I TYP SHT'G 1%2" PLYWOOD W/ 10d ®6" EN 9'-0" 24'-4" SEE DETAIL 1/S-106 r5A'�') 2 6 ri0 S-50 S-50 S-50 S-50 FOM FOM II � it N � I I O d - I 4x12 CD 9 I ` _ 5 S-50 X I 1 TYP I I S-50 S -5Q I ( II I - -- --- ----- ----- - - � N iii III =�- III 5 II I I S-50 � o o I I (I HSS3x3x 1/4 (GALV) (TO!') --'5 ' I � I I HSS3x3x 1/4 (GALV) (TO = -3" � (1 TYP SCREE UPPORT, 13I I � PLACES - FOM - - - - - I I -- -- -- ---- -- - --- I - - - FOM 00 o0 N N III---� -- ---- - ---- ----� I "' o I I I - I � o d- 0 0 2x 24 �? � 00 ao L � - N FOM - III 5 S -5Q � 5 III I. � I o S-50 III � S -5Q w o III � *P� SCREEN 7 1 1 0 9 PST t� CMU WALL S-50 I 5-50 - '- - - - - - - I i N III I I I � 0„ I I � N � N DC ( x x S-50 I - T BL JST �x� 9 C) I o S-50 - I � 1 � � TYP ®SCREEN X N 6 S-50 � I 412- S-50 POST ®4x S-50 U-) TYP o • I FOM OM O.H. 10 I 2 O.H. 10 I S-50 S-50 I S-50 10-4 I 10-4 6'-4" 20'-8" 6'-4" \HSS3x3x 1/4 (GALV) SCREEN SUPPORT POST I ABOVE, TYP, 14 PLACES I 33'-4" O O Li L ■■■■■■■ ■■■ minim ARCHITECTS, INC 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE ( 661) 832-4291 DANNY !VDIy ,AIA ARCHIT4728 WILLIAM, AIA ARCHITECT C-16,835 ESSI cd HN A. MARTIN do ASSOCIATES, INC. Structural Engineers UCT 950 South Grand Avenue OF pL�E Los Angles, California 90075 Phone (213)483-6490 Fax (213) 744-1515 DATE SIGNED: ,a13 # J13411 MARCH 6, 2012 RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 FOR: CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 MARK DATE DESCRIPTION . ':AR 0 9 2017 0 JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG-AC15-CD(020212).pin DRAWN BY: TL CHECKED BY: SM CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 20"0 SHEET TITLES�202 CONFORFIEE"D 11:14! 1 F omm-goommas No] mmummme SHEET IDENTIFICATION NUMBER mmmmmmmm . mmmmmmmn 3-06-2012 0 0 m mom 11 1 1.3 2 A q CD CID 0 BJ L B B.8 B.8 C C D D D.2 D.2 EE if it F I F F X X 1 1.2 1.8 2 NORTH x ROOF FRAMING PLAN 4 d o a n rn 0 h O 33'-4" I TYP SHT'G 1%2" PLYWOOD W/ 10d ®6" EN 9'-0" 24'-4" SEE DETAIL 1/S-106 r5A'�') 2 6 ri0 S-50 S-50 S-50 S-50 FOM FOM II � it N � I I O d - I 4x12 CD 9 I ` _ 5 S-50 X I 1 TYP I I S-50 S -5Q I ( II I - -- --- ----- ----- - - � N iii III =�- III 5 II I I S-50 � o o I I (I HSS3x3x 1/4 (GALV) (TO!') --'5 ' I � I I HSS3x3x 1/4 (GALV) (TO = -3" � (1 TYP SCREE UPPORT, 13I I � PLACES - FOM - - - - - I I -- -- -- ---- -- - --- I - - - FOM 00 o0 N N III---� -- ---- - ---- ----� I "' o I I I - I � o d- 0 0 2x 24 �? � 00 ao L � - N FOM - III 5 S -5Q � 5 III I. � I o S-50 III � S -5Q w o III � *P� SCREEN 7 1 1 0 9 PST t� CMU WALL S-50 I 5-50 - '- - - - - - - I i N III I I I � 0„ I I � N � N DC ( x x S-50 I - T BL JST �x� 9 C) I o S-50 - I � 1 � � TYP ®SCREEN X N 6 S-50 � I 412- S-50 POST ®4x S-50 U-) TYP o • I FOM OM O.H. 10 I 2 O.H. 10 I S-50 S-50 I S-50 10-4 I 10-4 6'-4" 20'-8" 6'-4" \HSS3x3x 1/4 (GALV) SCREEN SUPPORT POST I ABOVE, TYP, 14 PLACES I 33'-4" O O Li L ■■■■■■■ ■■■ minim ARCHITECTS, INC 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE ( 661) 832-4291 DANNY !VDIy ,AIA ARCHIT4728 WILLIAM, AIA ARCHITECT C-16,835 ESSI cd HN A. MARTIN do ASSOCIATES, INC. Structural Engineers UCT 950 South Grand Avenue OF pL�E Los Angles, California 90075 Phone (213)483-6490 Fax (213) 744-1515 DATE SIGNED: ,a13 # J13411 MARCH 6, 2012 RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 FOR: CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 MARK DATE DESCRIPTION . ':AR 0 9 2017 0 JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG-AC15-CD(020212).pin DRAWN BY: TL CHECKED BY: SM CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 20"0 SHEET TITLES�202 CONFORFIEE"D 11:14! 1 F omm-goommas No] mmummme SHEET IDENTIFICATION NUMBER mmmmmmmm . mmmmmmmn 3-06-2012 ARCHITECTS, INC 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE ( 661) 832-4291 DANNY !VDIy ,AIA ARCHIT4728 WILLIAM, AIA ARCHITECT C-16,835 ESSI cd HN A. MARTIN do ASSOCIATES, INC. Structural Engineers UCT 950 South Grand Avenue OF pL�E Los Angles, California 90075 Phone (213)483-6490 Fax (213) 744-1515 DATE SIGNED: ,a13 # J13411 MARCH 6, 2012 RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 FOR: CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 MARK DATE DESCRIPTION . ':AR 0 9 2017 0 JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG-AC15-CD(020212).pin DRAWN BY: TL CHECKED BY: SM CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 20"0 SHEET TITLES�202 CONFORFIEE"D 11:14! 1 F omm-goommas No] mmummme SHEET IDENTIFICATION NUMBER mmmmmmmm . mmmmmmmn 3-06-2012 JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG-AC15-CD(020212).pin DRAWN BY: TL CHECKED BY: SM CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 20"0 SHEET TITLES�202 CONFORFIEE"D 11:14! 1 F omm-goommas No] mmummme SHEET IDENTIFICATION NUMBER mmmmmmmm . mmmmmmmn 3-06-2012 3-06-2012 SSSS■■■■■■ ■■■ - -..� ,.... ._.. .. _�.. ._.... "CS14" STRAP @ 48" ON TOP OF PLYWD, CUT TO LENGTH AS REQD RID FULL LENGTH x FULL DEPTH STIFF BS SIMILAR TO DETAIL "11/S-106", TYP SEE PLAN 10 ri0"CS14" 0 IN 9'-6" 6" S-103 L. 1 J8 HGR 3x4 FLAT BLKG @ EA "CS" STRAP, TYP "HD2A" BS @ EA 4x8 BLKG 4x12 BLKG W/ "U" HGR EA END " @ EA CS STRAP, TYP _..- 3 ...,- _ ..4x12 LEDGER W/.. /4" ANCHOR RODS @ 24", TYP 3 GRID 3x4 FLAT BLKG @ EA "CS" STRAP, TYP STRAP @ 48" ON TOP OF PLYWD, CUT TO LENGTH AS REQD SEE PLAN SEE PLAN 6" 6" _ _ ►� — — — — _ --- -- 0 0 i - 0 �-- — — — —t7t FULL LENGTH STIFF BS SIMILAR TO DETAIL "11/S-106" "HD2A" BS @ EA 4x8 BLKG �� 3 4x8 BLKG W/ U HGR EA EN D @ EA "CS" STRAP 4x8 LEDGER W/ 3/4" ANCHOR RODS @ 24" 2-#5 CHORD — -- I I 00, 2 GRID = Q Q � w a'i 4x12 LEDGER 2x6 LSL TENSION TIE BS BY TRUS WEB STIFF @ JST @ 48" MAX W/ TWO ROWS OF HGR 16d (31/2") BOX NAILS @ 3" o 0 2—#5 CHORD BARS "HD2A" BS W/ 5/8" ANCHOR 3/4" ANCHOR 8 TOP HUNG JOIST HGR RODS @ EA TENSION TIE. PROVIDE DOUBLE NUT @ HD ROD D @ 16 EA "HD") --SLOPED SEAT HGR DO NOT CUT JST FLANGE CMU WALL, SEE PLAN FOR SIZE & REINF SEE, "1 S-103" 000) ■ FOR ITEMS NOT NOTED, SEE 6 1/4" CAP PL TYP GRID GRID - SCREEN SUPPORT 1 /4 BMS WHERE OCCUR SEE PLAN II II I 1I II - II II �� 1/4 II II I SCREEN SUPPORT HSS AT I SCREEN SUPPORT HSS AT I ( ( I 1/4 TYP n » " n I DET 5 ONLY. OMIT AT 5A rr rr rr rr DET 5 ONLY. OMIT AT 5A --- i i -- --_ I I ----- --------- i i ------ - - - - - - SEE PLAN - - MSTI48 @ 48 ON TOP OF PLYWD CENTERED MSTI48 @ 48" ON TOP OF PLYWD CENTERED I CUT TOP OF BM I I I I ON WALL. LOCATE TO MATCH RF SLOPE ON WALL. LOCATE , II PERP FRAMING II SCREEN SUPPORT I SCREEN SUPPORT STRAP ON JST WITH I STRAP ON JST HD2A WHERE OCCURS I I POST I I BEAMS, SEE PLAN HD2A WALL ANCHORS AT I WEB STIFF @ ANCHOR I 1/4 (NOT SHOWN FOR I i 2- 5/8" BOLTS 8" I PERP FRAMING WHERE OCCURS FAR END I HGR, TYP I I CLARITY) I I I�I I (NOT SHOWN FOR CLARITY) i I CS) m I I o 0 T w- II ------------- 6", 1 " TYP Li .1 T TOP HUNG JOIST HGR CL NLR, TYP NAILER BOLT, TYP BM PER PLAN BY REDBUILT, TYP. SIM 1 1/4" U PL (DAP -IN) W/ USE SLOPED SEAT - 2-5/8" BOLTS. EASE CORNER NOTE: HGR. DO NOT CUT JST FLANGE OF BM FOR FULL BEARING CMU WALL WELD SCREEN SUPPORT BMS TO POST ALL AROUND FOR - WATERTIGHT CONN 8 8 - 7 6 5A 5 3/4" x 6" PL W/ TYP 2-3/4 " x 5" STUD PL 1/2"x6» /2 BOLT 2- 3/4" BOLTS (4 TOTAL) SEE "1 S-103" 4" 4rr 01 I W" HGR PLAN O ;.�, t 2-#5 x 8r_0" =N �' y" MAX A A706 - BM PER PLAN LEDGER � N x - 0 5/8" BOLT N N N ?. 1 1Y2rr 5' • /4" U PL 1/4 4 TYP NOTE: a r EASE BEAM CORNERS • a 12 11 10 FOR FULL BEARING 9 '00 3-06-2012 SSSS■■■■■■ ■■■ SMINIM ■■ ■i ■■■ ■■■■■ ■ ■ SEEN ■■■ ■■■ 4ENE 000) ■ f 1, a3 1 ARCHITECTS, INC 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 A O No. F 16835 rj\� EMBERENEWAL201'Z DANNY E. R IZ, AIA ARCHITE T -14,728 WILLIAM J. ELBY, AIA ARCHITECT C-16,835 ■■M■MM■■ ■■■Sim■®■ DATE SIGNED: MARCH 6, 2012 z ,,IAP 0 9 201? F-� o Q T 0 000) JOHN A. MARTIN & ASSOCIATES, INC. Structural Engineers 950 South Grand Avenue Los Angles, California 90015 Phone (213)483-6490 Fax (213) 744-1515 JOB #J13411 RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 ■■■■■■E■ ■■■■■E■ MARK DATE DESCRIPTION ■■■■■■M■.■■E■■n■ JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG-AC15-CD(020212). pin DRAWN BY: TL CHECKED BY: SM CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 ■■SEEM■■.■SM■uS®■ SHEET TITLE DETAILS EcoNFORFA I;: �r SHEET IDENTIFICATION NUMBER S-501 V ,,IAP 0 9 201? Al 0 a ■■■■■■M■.■■E■■n■ JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG-AC15-CD(020212). pin DRAWN BY: TL CHECKED BY: SM CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 ■■SEEM■■.■SM■uS®■ SHEET TITLE DETAILS EcoNFORFA I;: �r SHEET IDENTIFICATION NUMBER S-501 V B ! — `(v E \ - v'1 4 MECHANICAL ROOF PLAN SCALE: 11/4'4-0" 8"x8" OPENING IN BLOCK HALL FOR 6"x6" EXH. DUGT. — B — - n VON Q MECHANICAL FLOOR PLAN SCALE: 1/4"=1'-0" MECHANICAL EQUIPMENT SCHEDULE: GY Roof mounted relief gravity vent, "Greenheck" i #GR5-12 with curb and 12"xl2" B.D.D., 10 lbs. Rooftop up bia5t direct drive exhaust fan with curb, EF "Greenheck" #CUE -12113, 1160 cfm a 0.25" 5.P., 8.2 sones, (1) B.D.D. provide SP'D control Hith fan; start/stop Hlth motion 5en5or(5) In toilet rooms per 16000. See Electrical Sheets. Electrical: I/6 HP ® 120v-Iph. Operating Weight: 64 Ibs. GRILLE SCHEDULE: GE Gelling Relief Grille "Nailor" #6145H -HD GE -I Gelling Exhaust Grille "Nailor" #614514 -HD -0 H/ OBD Provide vandal -proof 5creH5 for installation of all grilles. 14"xa" (LINED) 14"xl4" LINED EXH. DUGT TO E.F. — — OC 16"x8" OPENING IN BLOCK WALL FOR 14"x8" EXH. DUGT (ABV. 'G.) T � %,�-OEESSIp\ 6,��F�� Exp.90-12 4CHANNG OQC��Q OF CkO. MECHANICAL DESIGN CONCEPTS, INC. 5500 Ming Ave, Suite 251 Bakersfield, CA 93309 Tel #: (661) 397-2114 FAX #: (661) 397-2116 • Job: 12015 Pit: 2-28-12 ■■■■■■■ I■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ t i ■ ■ ■ ■ ■ ■ ■ ■ I I ■ ■ ■ ■ � I I I LAI FAMILY R.R. 01 "" 1 101 CE STORAGE 01102 ' W GE- I % 6"x6" 120 GFM ,j 14"x8„ GE -I n WOMEN r/ I u n 6 x6 14 103 ' ' I I I20 CC FM t 7 -71 II, /,/ /' L -4Z - %; ,i, '4 — —. L- I I / EF - I PLUMBING ACCESS 1 x ZI MEN GE -I 104 r 14"x14" 520 GFM ' F 11071 0FE; � ~ GY f GE ` 1211x12" X STORAGE 02 r 105 / MECHANICAL FLOOR PLAN SCALE: 1/4"=1'-0" MECHANICAL EQUIPMENT SCHEDULE: GY Roof mounted relief gravity vent, "Greenheck" i #GR5-12 with curb and 12"xl2" B.D.D., 10 lbs. Rooftop up bia5t direct drive exhaust fan with curb, EF "Greenheck" #CUE -12113, 1160 cfm a 0.25" 5.P., 8.2 sones, (1) B.D.D. provide SP'D control Hith fan; start/stop Hlth motion 5en5or(5) In toilet rooms per 16000. See Electrical Sheets. Electrical: I/6 HP ® 120v-Iph. Operating Weight: 64 Ibs. GRILLE SCHEDULE: GE Gelling Relief Grille "Nailor" #6145H -HD GE -I Gelling Exhaust Grille "Nailor" #614514 -HD -0 H/ OBD Provide vandal -proof 5creH5 for installation of all grilles. 14"xa" (LINED) 14"xl4" LINED EXH. DUGT TO E.F. — — OC 16"x8" OPENING IN BLOCK WALL FOR 14"x8" EXH. DUGT (ABV. 'G.) T � %,�-OEESSIp\ 6,��F�� Exp.90-12 4CHANNG OQC��Q OF CkO. MECHANICAL DESIGN CONCEPTS, INC. 5500 Ming Ave, Suite 251 Bakersfield, CA 93309 Tel #: (661) 397-2114 FAX #: (661) 397-2116 • Job: 12015 Pit: 2-28-12 ■■■■■■■ I■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ t i ■ ■ ■ ■ ■ ■ ■ ■ I I ■ ■ ■ ■ � I ARCHITECTS, INC. 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 AR"\\/PMDJO �C�/TFC - F, No. C-16835 DECEMBER 31, 2013 tnJ REDNEAL DANNY E. WILLIAM J. MELBY, AIA ARCHITECT C-16,835 CONFORNEHYSE,1; RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 FOR. CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 MARK DATE DESCRIPTION ■■■■■■■■ . ■■■■limmm JOB NUMBER: 1406 CAD DRAWING FILE: DRAWN BY: iW CHECKED BY: MB CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 SHEET TITLE MECHANICAL FLOOR & ROOF PLAN SHEET IDENTIFICATION NUMBER SHEET OF ■■■■■■■■ ■■■■■■®■ Ros2m . 0 -A0 I I LAI ■■■■■■■■ . ■■■■limmm JOB NUMBER: 1406 CAD DRAWING FILE: DRAWN BY: iW CHECKED BY: MB CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 SHEET TITLE MECHANICAL FLOOR & ROOF PLAN SHEET IDENTIFICATION NUMBER SHEET OF ■■■■■■■■ ■■■■■■®■ " 1- ' ` 11 It I rl #4032 CLEANOUT SS PLUG AND COVER. :,ONGRETE. ' # S.D. 4000 46 (TYP). FITTING. IPE (SEE 5PEG's FOR OR G.Q. CONCRETE SQUARE APRON. GRADE. GLEAN -OUT PLUG, (BRASS FERRULE AND PLUG) 2 -WAY FITTING IF GALLED FOR ON PLAN. * 501L OR WASTE LINE. G.O.T.6. 5HOWN 2' OUT FROM BUILDING TO BE 2 -WAY IN CAST IRON IF SPEG'S. GALL FOR CAST IRON PIPING. OTHERWISE USE PVG-DWV. FLOOR CLEANOUT A CLEAN-OUT TO GRADE SCALE: N.T.S. SCALE: N.T.S. P.O.G. a (E) 6" (FIELD VERIFY �! EXACT LOG. 4 INVERT PRIOR Q (E) 15" SEWER. —/ 1 TO START OF WORK). J�(E) b" SEWER ----- (E) 4" SEWER 1 ------------� -� —--------------------� I �` 1 4 5.4 W. I LABEL COVER "SEWER". 4" PRE -CAST GONG. BOX "GHRISTY" G3 WITH CAST IRON LID. GLEAN -OUT RISER NO -HUB CONN. FY) 11 1i' i / i / 1 " . II FUTURE PAR NG LO f \ \ \ \ \ 3 UR'5 a �cc = 12 1 M.S. a 3 FIXTURE UNITS = 3 1 H.B. a 2.5 FIXTURE UNITS I 2 H.B. 1 I FIXTURE UNIT (E) GREASE I TOTAL I u I ------ 1 U + 1 (E) PLS LATER 1 ------ f (E) CO WALK ( j PROPOSED j I (N) 2 GAP I I I RES ROOM BUILDI G I I FOR FUTURE I I I I 1 41' jI ------ --I-- ---- — I I I I REFER TO PARTIAL I ( P.O.G. (FIELD VER ( I PLUMBING P AN I i D/P-I, THIS SHEET. FY) PIPE MATERIAL LEGEND: SOIL, WASTE & VENT;C.(. /DWV EXPOSED VENT; SCH. 40 GALV. RAIN WATER LEADERS, C.I. WATER; TYPE "L" COPPER ("PRO -PRESS" OR SWEAT). PLUMBING SITE PLAN SCALE: 1/16"4-101" PLUMBING FIXTURE SCHEDULE: WC -1 Wall mounted stainless steel F.V. accessible water closet with back spud, "Acorn" #1680 -1 -ADA, 17" top of rim height, "Zurn" hard -wired electronic actuated 1.6 GPF flush valve #ZEMS6152AV-WS1 with #P6000-HP6 hard -wired transformer (for up to 8 valves), 1.6 gallons/flush, provide trap primer accessory as indicated on plans, 1" C.W., 4" SAW. & 2" V.O. WC -2 Same as WC -1 except mount at standard water closet height (less ADA option). UR Wall mounted stainless steel accessible urinal with back spud, "Acorn" #1707-W-1 with hard wired electronic actuated 1.0 GPF flush valve #ZEMS6195AV-WS1 with #HW6 hard wired transformer (for up to 8 flush valves), 3/4" C.W., 2" W., 1-1/2" V.O. & 2" W.C.O. L Wall hung stainless steel accessible lavatory, "Acorn" #1953 (22"x18"), "Pro -Flow" #PFHGD offset grid drain, three hole punch for "Zurn" metering cold water faucet #286100-CP4, (1) angled wall stop with supply, 17,ga. C.P. trap/tailpiece, 1/2" C.W., 2" W., 1-1/2" V.O., 2" W.C.O., mount to block wall with expansion anchors per manufactures instructions. FD Cast iron floor drain, "Zurn #Z415" with 5" diameter bronze grate, 2" trap with primer connection, 2" W., 1-1/2" V.O. (2" V.O. below slab it shown). MS Floor mounted cast iron mop sink, "Commercial Enameling" #871, #13-872 rim guard, #B71-3 (3") strainer, "Chicago" #998 -RCF faucet with vacuum breaker, 3" trap, 3/4" C.W., 3" W., 2" V.O., (28"x28" - 163 lbs.), provide 5 ft. of 3/4" rubber garden hose. HB -1 Recessed round body wall -box mounted hose bibb, "Woodford" #RB75 with door, integral vacuum breaker, loose tee key handle, 3/4" C.W., (core -drill 6" diameter hole). DF Pedestal mounted Hi -Lo dual drinking fountain, "Haws" #3300, 11 ga., powder coated steel, silver, color, 1/2" C.W., 2" W., see plan for V.O. if shown. RD 3" roof drain, "Mifab" #R -1100-M with underdeck clamp, C. 1. D.S. A G.W. PIPE. "SUPER5TRUT" No. '703 PIPE CLAMP (FELTED FOR G.W.). "SUPERSTRUT" No. A-12000 (12" LONG. MIN). PIPE ON CONCRETE WALL SPACE @ 5' O.G. 3/8"x3" MIN. EMBEDMENT GONGRETE A.B. (2" MIN. REG2'D). EXTERIOR WALL. TOILET BUILDING C.W. CALC's: 8 W.G.'5 a ,u = . II cl LAV's (E) WALK ?jm �lo (E) WALK I 3 UR'5 a �cc = 12 1 M.S. a 3 FIXTURE UNITS = 3 1 H.B. a 2.5 FIXTURE UNITS = 2.5 2 H.B. 1 I FIXTURE UNIT (E) GREASE LU TOTAL = 68.5 u 0 tun) 1 U + 1 (E) PLS LATER 1 ------ f (E) CO WALK ( (E) CONCESSIONS (E) RESTROOM (E) PLANTER I PIPE MATERIAL LEGEND: SOIL, WASTE & VENT;C.(. /DWV EXPOSED VENT; SCH. 40 GALV. RAIN WATER LEADERS, C.I. WATER; TYPE "L" COPPER ("PRO -PRESS" OR SWEAT). PLUMBING SITE PLAN SCALE: 1/16"4-101" PLUMBING FIXTURE SCHEDULE: WC -1 Wall mounted stainless steel F.V. accessible water closet with back spud, "Acorn" #1680 -1 -ADA, 17" top of rim height, "Zurn" hard -wired electronic actuated 1.6 GPF flush valve #ZEMS6152AV-WS1 with #P6000-HP6 hard -wired transformer (for up to 8 valves), 1.6 gallons/flush, provide trap primer accessory as indicated on plans, 1" C.W., 4" SAW. & 2" V.O. WC -2 Same as WC -1 except mount at standard water closet height (less ADA option). UR Wall mounted stainless steel accessible urinal with back spud, "Acorn" #1707-W-1 with hard wired electronic actuated 1.0 GPF flush valve #ZEMS6195AV-WS1 with #HW6 hard wired transformer (for up to 8 flush valves), 3/4" C.W., 2" W., 1-1/2" V.O. & 2" W.C.O. L Wall hung stainless steel accessible lavatory, "Acorn" #1953 (22"x18"), "Pro -Flow" #PFHGD offset grid drain, three hole punch for "Zurn" metering cold water faucet #286100-CP4, (1) angled wall stop with supply, 17,ga. C.P. trap/tailpiece, 1/2" C.W., 2" W., 1-1/2" V.O., 2" W.C.O., mount to block wall with expansion anchors per manufactures instructions. FD Cast iron floor drain, "Zurn #Z415" with 5" diameter bronze grate, 2" trap with primer connection, 2" W., 1-1/2" V.O. (2" V.O. below slab it shown). MS Floor mounted cast iron mop sink, "Commercial Enameling" #871, #13-872 rim guard, #B71-3 (3") strainer, "Chicago" #998 -RCF faucet with vacuum breaker, 3" trap, 3/4" C.W., 3" W., 2" V.O., (28"x28" - 163 lbs.), provide 5 ft. of 3/4" rubber garden hose. HB -1 Recessed round body wall -box mounted hose bibb, "Woodford" #RB75 with door, integral vacuum breaker, loose tee key handle, 3/4" C.W., (core -drill 6" diameter hole). DF Pedestal mounted Hi -Lo dual drinking fountain, "Haws" #3300, 11 ga., powder coated steel, silver, color, 1/2" C.W., 2" W., see plan for V.O. if shown. RD 3" roof drain, "Mifab" #R -1100-M with underdeck clamp, C. 1. D.S. A G.W. PIPE. "SUPER5TRUT" No. '703 PIPE CLAMP (FELTED FOR G.W.). "SUPERSTRUT" No. A-12000 (12" LONG. MIN). PIPE ON CONCRETE WALL SPACE @ 5' O.G. 3/8"x3" MIN. EMBEDMENT GONGRETE A.B. (2" MIN. REG2'D). EXTERIOR WALL. TOILET BUILDING C.W. CALC's: 8 W.G.'5 a 5 F I XTURE UNITS = 40 cl LAV's 0 1 FIXTURE UNIT = Cl 3 UR'5 a 4 FIXTURE UNITS = 12 1 M.S. a 3 FIXTURE UNITS = 3 1 H.B. a 2.5 FIXTURE UNITS = 2.5 2 H.B. a I FIXTURE UNIT = 2 TOTAL = 68.5 56 G.P.M. = 2" G.W. ® 5.4 F.P.S. VELOCITY 4 2A P.S.I. L055/100' SCALE: N.T.S. V 1 i 2) 1/2" G.W., 2" W., 1-1/2" V.O., 2" G.O., GORE -DRILL WALL (TYP.). RD (702 50. FT.) a` I -I/ " G.W. DN. w/ I" TO W.G. STORA,(;E 01 \ 1az ' 1 4 /2" TO LAV. 3/4" G.W., 3" W 2" (, FD 2" i I/2" 3/4" A W.G.O. ff 2" V.O. .� t 2 MS 1-1/4" I -I/2" f FAMILY R.R. 01 \'� I - - - - - - 3/4" [_777 101 I" c - - - HB -1 WC -1 0 L ® {I I. 2" V.T.R., 4" G.O. /' ° ° I. ��� 2 V.O. BEL. SLAB. L (TYP) - f 4"( WOMEN I -I/2" BALL VALVE. I FD 2 I I I 103 FD FD 1/2" TRAP 3 I I I 2 2" , PRIMER LINE I FD BEL. SLAB (TYP). I I777,I ( /, l � �/l, 3/4" G.W. ON. TO H.B. 3" V.T.R. 4" F.G.O. PER DET. 3 A/P-I (IN SIDEWALK). I 4 L 1 2" Y.O. I (� PLUMBING ACCESS - , -7/- ` 2" W., 2" G.O. 4 I j` I 1, j I ( 4" G.O.T.G. PER 1-1/2" V.O. OYP). UR I /, '\ % I DET. B/P -I. '' '` '/ T (TYP) T,=2i I 2 r, WC -2 WC -1 I 1-1/2" TRAP I %' (TYP) I —. BALL VALVES. ARM (TYP). I ,% I`\ 2" G.W. DN. 1/2" G.W., 2" W., 2" I I �, _ W/ 5HOKTROL . W.G.O., GORE -DRILL L 2" I FD N FD % I . I I -I/2" G.W. DN. 1/2" G.W. DN. I a' W/ "SHOKTROL". TO SLEEVE ! FD I - _ _ 2„ _ _ FD BEL. GRADE. L ) 2” P.V.G. I / (T- MEN YP.) SLEEVE � 1. � 104 , o 0 0 1 FM DF 2" I8" I I 211 w., 211/4" I- _ - - -� G.O.C.o. � ��' :�. EXPOSED 1-1/2" V.O. I — 1-1/2" V.T.R. 2„� I” G.W. DN. W/ BALL I STORAGE 02 VALVE IN CHASE. I } 105 RD (702 50. FT.) RISER EXPOSED ON MASONRY WALL W/ 3/4" H.B. TAP a +18" A.F.F. I (SUPPORT RISER PER DET. GIP -P. HB -1 3" G.I. D.S.; (TYP). I 2" G.W. UP TO 12" ABY. GRADE GORE -DRILL a +6" 2" WBLD' / BALL VALVE: ENTER BLD 6. A.F.F. (TYP). \ (GORE -DRILL 4 RISE). — 2" G.W. - SEE PLUMBING SITE PLAN. PLUMBING FLOOR PLAN SCALE: 1/47=1'-O' MDC ��OEESS/pN\ tv0 �p,MES 6 q! No. M2 m Exp. 9 -12 s�91 �FCHAN�GP���P F OF CAl�FO MECHANICAL DESIGN CONCEPTS, INC. 5500 Ming Ave, Suite 251 Bakersfield, CA 93309 I Tel #: (661) 397-2114 FAX #: (661) 397-2116 3.16o Job: 12015 Plt: 4-3-12 0000❑❑❑■ ■0000❑❑❑ 1--1000001IIIIII■ ■■❑00=00 0000❑■■■ ■■■❑0000 0000■■■■ ■■■■0000 ❑❑❑■■■■■ ■■■■■❑❑❑ ❑❑■■■■■■ ■■■■■■❑❑ ❑■■■■■■■ ■■■■■■■U ■■■■■■■■ ■■■■■■■■ ORDIZ M BY ARCHITECTS, INC. 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 8324291 �SMp ARS jy�T � JOHiy v vP tiiF �j, No. C-16835 DECEMBER 31, 2013 U� -RENEWAL DATE \� \F OF CAL�FO/ DANNY E. ORDIZ, AIA ARCHITECT C-14,728 WILLIAM J. MELBY, AIA ARCHITECT C-16,835 ■■■■■■■■ ■■■■■■■■ NF RNI RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 FOR: CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 ■■■■■■■■ ■■■■■■■■ MARK DATE DESCRIPTION ■■■■■■■■ . ■■■■■■■■ JOB NUMBER: 1406 CAD DRAWING FILE: DRAWN BY: KIN CHECKED BY: MB CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 ■■■■■■■■ ■■■■■■■■ SHEET TITLE PLUMBING FLOOR PLAN, DETAILS & SCHEDULE SHEET IDENTIFICATION NUMBER P = 1 SHEET OF ■■■■■■■■ ■■■■■■■■ Q3 04/06/12 ISSUED WITH ADDENDUM #3 At- ■■■■■■■■ . ■■■■■■■■ JOB NUMBER: 1406 CAD DRAWING FILE: DRAWN BY: KIN CHECKED BY: MB CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 ■■■■■■■■ ■■■■■■■■ SHEET TITLE PLUMBING FLOOR PLAN, DETAILS & SCHEDULE SHEET IDENTIFICATION NUMBER P = 1 SHEET OF ■■■■■■■■ ■■■■■■■■ 2 STORA6E 02 1)3=3 /30%3 I` (E)PANE: "HI ll (NI) W/3 (N) 2"6. W/(4)#3/0 THWN+#6 CU GND � 20013 u (N)PANEL 10'X5/8" DIA. "HAu COPPER GLAD STEEL )100/3 (N) 1-1/4"0. W/(3)#2 THWN+#8 CU 6ND (NI) TRANSFORMER "TA" B C 15KVA 480:120/208V T SEE E-f�.l E-0.1 10'X5/8" DIA. 20013 COPPER GLAD _ STEEL — N 2"G. W/(4)#3/0 THWN+#4 CU 6ND )200 D SEE (N)PANEL TAll 5IN6LE LINE DIA62RAM SINGLE LINE DIAGRAM NOTES 1 LABEL "PANEL HA FED FROM PANEL H1 IN ELECTRIC ROOM". 2 , PANEL H1 HAS CAPACITY FOR ADDITIONAL ���/// LOAD. B.E.S. CONCRETE 1/2" 6ALVINIZED STEEL NON SKID COEFFICIENT OF PRODUCTS #61130 FRICTION .468 MIN FLUSH PULLBOX, UNO H/20 LOADING CENTER FINISHED GRADE 3" COVERING BOTTOM -- i --- --- .-____ _ 3 - !------- --- ----� 1 =__ -- 3 = j ==r {-- n; 3 { I------{ 0000. I.7"X30" , I C ------- - - 3n .• 31r " --- � - METAL LATHE &0tN•'BOTTOM , . . RAVEL FLUSH PULLBOX DETAIL 5GALE: NONE LID CHRI5TY FL160 GHRISTY BI6BOX FINISHED GRADE WELL EXTEN510N GHRI5TY B16X12 12" X 22 1/4" X 12" REINF. CONCRETE GAD -WELD, TYP. "6Y" MOLD GROUND RIN6 PER PLAN NOTE: GROUND ROD, 10'x5/8TH ALLOW 6" BELOW GAD -WELD COPPER GLAD STEEL, OFFSET CONNECTION FOR TEST ROD IN WELL TO ALLOW FOR CLAMP HOOK-UP TESTING GROUND AGGE55 BOX , SCALE: NONE BOND TO B1MLDIN6 STRUC - 11-1 A 1 X1-1 #8 6ND TO TRANSFORMER "TA" GROUND ROD SEE -o BOND I N6 DIAGRAM -PANEL 11H /\ it AL PIPING SYSTEMS; GOLD WATER PIPING, 6A5 PIPING, ETC. CODE REQUIREMENTS PERFORMANCE OF THE WORD OF THIS CONTRACT SHALL CONFORM TO THE REQUIREMENTS OF APPLICABLE GOVERNING CODES AND ORDINANCES INCLUDING THE FOLLOWING: 2010 BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24, C.C.R. 2010 CALIFORNIA BUILDING CODE, PART 2, TITLE 24 C.C.R. (2009 IBC, VOLUMES 1-3 WITH CALIFORNIA AMENDMENTS) 2010 CALIFORNIA ELECTRICAL CODE, PART 3, TITLE 24 C.C.R. (2008 N.E.C. WITH CALIFORNIA AMENDMENTS) 2010 CALIFORNIA MECHANICAL CODE, PART 4, TITLE 24 C.C.R. (2009 U.M.G. WITH CALIFORNIA AMENDMENTS) 2010 CALIFORNIA PLUMBING CODE, PART 5, TITLE 24 C.C.R. (2009 U.P.C. WITH CALIFORNIA AMENDMENTS) 2010 CALIFORNIA ENERGY CODE, PART 6, TITLE 24 C.C.R. 2010 CALIFORNIA FIRE CODE, PART 9, TITLE 24 C.C.R. (2009 I.F.C. WITH CALIFORNIA AMENDMENTS) 2010 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R. TITLE 19 C.C.R. PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS. NFPA 13 AUTOMATIC SPRINKLER SYSTEM -------------2010 EDITION NFPA 14 STANDPIPE SYSTEM ---------------------- -2007 EDITION NFPA 17A WET CHEMICAL SYSTEM -------------------2002 EDITION NFPA 24 PRIVATE SERVICE MAINS --------------------2010 EDITION NFPA 72 NATIONAL FIRE ALARM CODE ---2010 EDITION (NOTE SEE UL STANDARDS 1971 FOR ("VISUAL DEVICES") GENERAL NOTES 1. VISIT JOB SITE AND VERIFY EXISTING CONDITIONS PRIOR TO BID. 2. THE ELECTRICAL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE AND ALL APPLICABLE LOCAL ORDINANCES. WHERE PLANS CALL FOR A HIGHER STANDARD THAN APPLICABLE CODES, THE PLANS SHALL GOVERN. 3. CONDUIT RUNS ARE SHOWN DIAGRAMMATICALLY. EXACT LOCATIONS SHALL BE DETERMINED IN THE FIELD TO SUIT FIELD CONDITIONS. 4. ALL ELECTRICAL EQUIPMENT, APPLIANCES AND LIGHTING FIXTURES SHALL BE LISTED BY A RECOGNIZED TEST LAB AND BEAR THAT LABEL OF APPROVAL. 5. CONTRACTOR SHALL FURNISH, INSTALL AND CONNECT ALL MATERIAL AND EQUIPMENT FOR THIS WORK UNLESS OTHERWISE NOTED. 6. FURNISH DISCONNECT SWITCHES AT REMOTE MOTORS. 7. 91 9. ALL SPACES AS INDICATED ON PANELS OR SWITCHBOARD SHALL BE COMPLETE WITH HARDWARE AND BUSSING FOR FUTURE BREAKER OR SWITCH. CHECK ARCHITECTURAL PLANS FOR DOOR SWINGS OUTLETS. GROUNDING AND BONDING SHALL BE PER CODE PLUS SPECIFIED OR SHOWN ON DRAWINGS. 10. ALL CONDUIT RUNS SHALL CONTAIN A CODE SIZED 11. THESE PLANS ARE NOT COMPLETE UNTIL APPROVED BY JURISDICTION. 12. ALL CONDUCTORS SHALL BE IN CONDUIT. 13. ALL CONDUCTORS SHALL BE COPPER WITH TYPE THHN 14, CURRENT CALIFORNIA BUILDING CODE ACCESS COMPLII APPLY ONLY TO NEW OR RELOCATED ELECTRICAL SWIT( BUTTONS ETC.. THEY SHALL COMPLY WITH CALIFORNIA INSTALLATION HEIGHTS OF ELECTRICAL SWITCHES ELECTRICAL SWITCHES. CONTROLS AND SWITCHES IN' OCCUPANT OF THE ROOM OR AREA TO CONTROL I OUTLETS, APPLIANCES OR COOLING, HEATING AND VEN BE LOCATED NO MORE THAN 48 INCHES (1219 MM) MEAS OUTLET BOX NOR LESS THAN 15 INCHES (381 MM) MEAS THE OUTLET BOX TO THE LEVEL OF THE FINISH FLOOR OR INSTALLING SWITCH ADDITIONAL PROVISIONS CONDUCTOR. AUTHORITY HAVING INSULATION. MOUNTING HEIGHTS OUTLETS, PUSH DING CODE 1117B.6. RECEPTACLE OUTLETS )ED TO BE USED BY THE TING AND RECEPTACLE TING EQUIPMENT, SHALL D FROM THE TOP OF THE D FROM THE BOTTOM OF UGNG PLATFORM. ELECTRICAL RECEPTACLE OUTLETS. ELECTRICAL RECEI'TAI CLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS AND COMMUNICATION STEM RECEPTACLES SHALL BE LOCATED NO MORE THAN 48 INCHES (1219 MMI) ME i6D FROM 'IT3E TOP OF THE RECEPTACLE OUTLET BOX OR RECEPTACLE HOUSING NOR LESS THAN 15 INCHES (381 MMI) MEASURED FROM THE BOTTOM OF THE RECEPTACLE OUTLET BOX OR RECEPTACLE HOUSING TO THE LEVEL OF THE FINISH FLOOR OR WORKING PLATFORM. j Jul PE I Ii Tjk pi c DE3I(''q t`!h PL _:Iv[' r 710IC NO F1300 SEllif NG AV ,. suln ��,�s [:61�EI7SH`7F°Lfi: CA S3:300 FAX fC61P 831-781;3 �"''a;;, e�e1a[i ttaiaf.>ney�,lcrl.e.net 110000000'010000000 SYMBOLS — — _ CONDUIT EXISTING 00000010111 GONDUr GDNGEALED IN WALL OR CEILING — GOwUr CONGEALED RIDER FLOOR oR maN eRADE E- GOWUT STMOM Off AND GAPPED 0 CONDUIT TURNED UP ♦ CONOUJIT TURNED DOWN ■mm0m■m■ MATCH MARKS INDICATE NO. A= O2 WIRES IN CZW SM GONDUIr IN (S) MAX A4 1"G., NO MARKS = 2#12 iA-� t9W TIN: LETTER IMATE5 PMB-, N "fi) A.D((.ATES GIRUAT(S). =========== SAWCUF �n GROUND CONNECTION D15TRIWrION swITaWARD OR PANEL_ � = PANE.., BRANCH CIRCUIT TYPE, SURFACE AND FLUSH ® SIGNAL TERMINAL CABINET, SURFACE & FL.USH 1 FUJORESGENT' FIXTURE Z OUTLET DATA: W INDICATES WALL MAW LETTER INDICATES as sWITU t CONTROL, NO INPVATE5 CIRCUIT - 0 SURFACE FIXTURE ON FLUSH OUTLET. ® WC1556W FIXTURE WTD" dMTIDN POIX FOR Tft WIR:V6 ® Bar uemr wrni ARROWS AS 5MMM ON PLANS, WALL AND GELm MOUNT. EXTERIOR WALL MOUNT FIXTURE ® LOW LEVEL EXIT SIGN, +6" AFF, +4" FROM DOOR JAMB Low FIxnyE PW5NATION, LETTER INDI6,ATt5 TYPE, 100 NO. INDICATES wATTA6E SEE FIXTURE %trRiLe. PG MEGIIANIGAL EQUIPMENT DESIGNATION. 1 SEE MECHANICAL DRAWINGS. SPECIAL RECEPTACLE - 5EE PLAN 03 "'ffrER {� 11511 FLM REC&rAaf WZEFTMA4 DU'LEX, ISA, IlW, NEMA 5-158 +IS" UN.O- DUPLEX REGEPFACLE MrD. ABOVE BACKSPLASIH+42" UNP. DUPLEX RELEPTACLE W/I OIAER HALF SWITCHED +IS" UNP. GPI GRaw FALLT aze-ar INFERRLPrING RECEPTACLE IS" UND- DOUGLE DUPLEX RELEPTAGLE +IS' UNP. CELING REOEPrAGLE -g RECEPTACLE, DUPLEX, VA, I25V, NEMA S -20R +(S UNE. _I, .LMTION 134X A!' SQUARE, I -I%2" DEEP U.N.O. a THERMOSTAT F.15P +48 /19�1 MOTOR, NO. IW16ATES HORSEPOWER U.PGK OUTLET +7 6" UNP. DISGONNEGT Swrrat NON -Fid EP DI9GlJNIIELT 51Mr0i 1115W hW_' 0WFR RATED OR 5W A5 NOTED NJ CavllINATIAV MA6NE7V, STARTER MTH DISGdNNECT SWITCH AND FUSES ® M*IU16 MOTOR STARTER W/OVERLOADS IN EACH PHASE © DpviR W/INITEOIRN_ ON-OFF" SW. +4V'UNli 0 PUSHMUTTON +45" UNP. Q PH0r0aaL 0 SMOKE DETP.GTOR ® WIRa.E56 ACCESS POINT TMEPHONE/GOMPUTER/UATA OUTLET, Two &me SOX W jl a" GOVERPL.ATE & C�ROI4&TED OPENING +IS" UN.O. GAEL E TV OUTLET +IS" UNP. QQ MOTION SENSOR AC4E55 POINT WIRELESS O4 CAMERA EXISTING SWITCH s SINGLE POLE SWITCH s2 DOU3LE PaE WTCH QIJET TO&&'E TYPE RAT® AT 20A }20/271V AC • +42" UN.O s. 3 THREE WAY S1MrU-f sP swITCH W/PLOF LT. s" MANUAL- MOTOR STARTER F,AGP FSE ALS ca" -a- PANEL GFI 6RO" FAULT ORCUr INTERWUPTIWv LST LABOR SAVING TANDEM MLO MAIN LUGS ONLY LN/ WITH G.O. GONDUT ONLY W.P. WEATHERPROOF F.B.O. PURNr-; w BY amens, INSTALL & CONNEGr U.N.O. UJN e% NOTED armwise N.E.G. NATIONAL. a-FzE TRIGAL GORE N.I.G. NOT' IN CONTRA , (E) EXISTING (N) NEW (R) REMOVE (R,) RELOCATE 5/M 5URFACE MOUNT U/G LrwGRajvD GWP COLD WATER PIPE AFF ABOVE FINOU FLOOR r. HAGR HEATING AND AIR CONDITIONING RATED CIRCUIT BREAKER r N.L. NIGHT L16HT NOTE: Nor ALL sYmpa-S smom ARE USED ON THIs PRoma. j Jul PE I Ii Tjk pi c DE3I(''q t`!h PL _:Iv[' r 710IC NO F1300 SEllif NG AV ,. suln ��,�s [:61�EI7SH`7F°Lfi: CA S3:300 FAX fC61P 831-781;3 �"''a;;, e�e1a[i ttaiaf.>ney�,lcrl.e.net 110000000'010000000 4-06-12 EIDE-100000 0101000000 00000010111 101111000000 710000000 00100110000 ❑❑❑■■■o■ ■OMME000 0❑ENNEN■ ■OM00■00 0■NEEMEN ■mmmmmmLI ■mm0m■m■ 00m000m0 ORDIZ ME LBY ARCHITECTS, INC. 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 A10,T No. C-16835 DECEMBER 31, 2013 EVAL IR - \TDA F OF CAS-�FO�j DANNY E. ORDIZ, AIA ARCHITECT C-14,728 WILLIAM J. MELBY, AIA ARCHITECT C-16,835 mmmmmmmm CONFORMED SE71] RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 FOR: CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 mmmmmmm■ ■m■0mm1■■ MARK DATE DESCRIPTION JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG-ACI5-CD(020212).pin DRAWN BY: CHECKED BY: CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 SHEET TITLE SYMBOL LIST DETAILS CODES RULES SHEET IDENTIFICATION NUMBER E�O 4-06-12 ISSUED WITH ADDENDUM #3 0 0 [AT JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG-ACI5-CD(020212).pin DRAWN BY: CHECKED BY: CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 SHEET TITLE SYMBOL LIST DETAILS CODES RULES SHEET IDENTIFICATION NUMBER E�O PANELS SHALL HAVE CONDUCTOR IDENTIFICATION INFORMATION TT'T� 9 A TTT±A T" T %f VOLTAGE 208Y/120V PHASE A BLACK PHASE B RED PHASE C BLUE NEUTRAL WHITE GOLOR GORE DETAIL 5GALE: NONE BOND TO BUILDING STRUCTURAL STEEL BOND TO METAL PIPING SYSTEMS 1 COLD WATER PIPING AS PIPING ET - — � s C DRY -TYPE TRANSFORMER EQUIPMENT BONDING JUMPER - - - - - - - - GROUNDING ELECTRODE CONDUCTOR NEUTRAL TERMINAL BAR 6ROUNDIN6 DETAIL SCALE: NONE 2.5-1 i VOLTAGE 480Y/277V PHASE A BROWN PHASE B ORANGE PHASE C YELLOW NEUTRAL GREY 480V EQUIPMENT GROUNDING CONDUCTOR 208/120V 11LA" SYSTEM BONDING JUMPER 8" BLOCK WALL F-�r31W 0 HILTI KWIK BOLT 3 ANCHOR WITH 2" EMBEDMENT, TYPICAL OF 4 -:_ 4 SURFAGE MOUNT ELEGTRIGAL PANEL BLOGK SCALE: NONE TR/W5FORNER KVA RATING l5 KVA 15 D TRANSFORMER MOUNTING DETAIL 50ALE: NONE ;15TIN6 CONCRETE PAD d� HILT[ KWIK BOLT TZ vvi 3 1/4" EMBEDMENT USE 41/16" 4) DRILL BIT. (4) BOLTS PER SIDE r� Zu" ;SQUARE D'NQOD' PANELBOARD 0 LOAD TYPICAL OF (4) LAMP i i CDA 1 CDB .42" DIA 4 I o VOLTAGE 480Y/277V PHASE A BROWN PHASE B ORANGE PHASE C YELLOW NEUTRAL GREY 480V EQUIPMENT GROUNDING CONDUCTOR 208/120V 11LA" SYSTEM BONDING JUMPER 8" BLOCK WALL F-�r31W 0 HILTI KWIK BOLT 3 ANCHOR WITH 2" EMBEDMENT, TYPICAL OF 4 -:_ 4 SURFAGE MOUNT ELEGTRIGAL PANEL BLOGK SCALE: NONE TR/W5FORNER KVA RATING l5 KVA 15 D TRANSFORMER MOUNTING DETAIL 50ALE: NONE ;15TIN6 CONCRETE PAD d� HILT[ KWIK BOLT TZ vvi 3 1/4" EMBEDMENT USE 41/16" 4) DRILL BIT. (4) BOLTS PER SIDE r� SERVICE: 277/480V 30 4WMAIN E -------------------- -----------------------------------------------------------------------...... --------- -- -- - --- SQUARE D'NF' PANELBOARD REMARKS LOAD (DA 1 013 CDC ............................................... -------------------- ------------------- ............. ....... INTERIOR 5121 EXTERIOR` 168: „.._.., ....... SPARE SPARE SPARE _---------- ...... ......... .................... ......_.......... ---- '------------ SPARE SPARE SPARE SPARE SPARE SPARE SPARE ........................_..._.......... SPARE SPARE ._--_______________________._-......_...-..--_....,................... ................ _------------------------ SPARE ._. -----------_ _ __SPARE SPARE ------------------------------------------------------------ ----- ------ SPARE€ ------ ------------.o-_.._.___.__..___._. SPARE .......... --................ ------------------------------------------------...--- .......... SPARE I SPARE - ------------------ ------- - a------------------- SPAREI ------------------------------------------------------------ ------------------ ------- t.....--------------- 512 168: 0 TOTAL WATTS= 49810 ---------------............... ---................... -..... ----------- -- ---- --------------------------------- AMPS= 59.91 *VIA LIGHTING CONTROL PANEL SERVICE: 120/208V 30 4W FIXTURE SCHEDULE ;SQUARE D'NQOD' PANELBOARD P C LOAD REMARKS LAMP i i CDA 1 CDB (DA I -----------AUTO FLUSHERS--------------------3501---------------------�--_____-.___....---ro .............................................................. __..... - - - - - - LOC.: SEE PLAN TYPE MANUFACTURER & CATALOG NO. I 500 iMFR TYPE WATTS BALLAST LENS REMARKS --. ----------- ---- EXTERIOR -------------- -------- ---------------- METALUX OR EQUAL ! VENDING F32T8 i 1500 VENDINGj 0_ 1500_ A/32 5401 ---.,_......_...�.................. ....... a - -------------- GE ; 32 ELECTRONIC WIRE GUARD STRIP W/WIRE GUARD 277V SPARE ......... ____-___--------------_. IA-232-277V-EB81-WG/15-4FT B ' --------- .I„____________ SPARE 3500K C -- ------------------------------- SPARE ------------- -------------------------------- ............... ... .... KENALL i SPARE -------------------------------------------------------------- ------------------ - ------------- ------ ----------------- SPARE -20 20 SURFACE MOUNT ----------------------------------- --------------------------------------- SPARE '; 7 ..-..----....---------------------------- €..................... 1 1920` .................... _...... _____•-__------ -- ------------- -.._............ - A19 ------------------------------- 1 ---------- ----------- ----------- 1 CLEAR 14:20 B/32 MLHA8-48-F-MW-CP-1-F32T8-RS-1-277- 10i 1 GE 350QK 32 ELECTRONIC 1920__ 1 VANDAL RESISTANT W/ LIFETIME 277V SPARE ,,..,,. , . ------...... ............... ..... SPARE -------------------------------- - I 20 15 POLYCARBONATE _ VV 23601 2540: TOTAL WATTS= 35450 DL ------------------------------------------------------------------------ AMPS= ------------- 98.4 --------------------- -------------- ------ it 1 20 17 11 WARRANTY 1 GARDCO 1 GE 70W MH .................._.. _.,,,,,µ. .......... 14 ......w...................., ....... -..............................._............................_....._.._...._._..... A16 ...........1....,----,. i 15 16 20 1 1 1 1 20 _ 19 FLAT CLEAR SURFACE MOUNT EXTERIOR C/86 108 -FT -70 CMHE-120-XX-XX CONSTANT 32000K 70 ELECTRONIC 22 20 120V 1820 1 1 COLOR A17 11 23 20 _ 19 GLASS XX=COLOR BY ARCHITECT ---------------... ,..................... _..,......------ -- ................. KENALL MILLENIUM DOWNLIGHT i .............. 21 - - --.......- ---.-- - 8" ROUND DOWNLIGHT F/46 HADL8HF-1-42P-RS-DV-2FW-PAH-CS-8 23 GE 42W PLT 42 ELECTRONIC TEMPERED GLASS WATERPROOF, VANDAL RESISTANT W/ 277V r-----_-- -- = 1 20 . 27 20 28 201 LIFETIME WARRANTY SERVICE: 277/480V 30 4WMAIN E -------------------- -----------------------------------------------------------------------...... --------- -- -- - --- SQUARE D'NF' PANELBOARD REMARKS LOAD (DA 1 013 CDC ............................................... -------------------- ------------------- ............. ....... INTERIOR 5121 EXTERIOR` 168: „.._.., ....... SPARE SPARE SPARE _---------- ...... ......... .................... ......_.......... ---- '------------ SPARE SPARE SPARE SPARE SPARE SPARE SPARE ........................_..._.......... SPARE SPARE ._--_______________________._-......_...-..--_....,................... ................ _------------------------ SPARE ._. -----------_ _ __SPARE SPARE ------------------------------------------------------------ ----- ------ SPARE€ ------ ------------.o-_.._.___.__..___._. SPARE .......... --................ ------------------------------------------------...--- .......... SPARE I SPARE - ------------------ ------- - a------------------- SPAREI ------------------------------------------------------------ ------------------ ------- t.....--------------- 512 168: 0 TOTAL WATTS= 49810 ---------------............... ---................... -..... ----------- -- ---- --------------------------------- AMPS= 59.91 *VIA LIGHTING CONTROL PANEL SERVICE: 120/208V 30 4W ;MAIN B ;SQUARE D'NQOD' PANELBOARD P C LOAD REMARKS EC i i CDA 1 CDB (DA I CDB ; CDC -----------AUTO FLUSHERS--------------------3501---------------------�--_____-.___....---ro .............................................................. __..... - - - - - - LOC.: SEE PLAN EXHAUST FANS I I 500 ------------......... ............... ...., I ------- LC&D PANEL 20 3 j 500: --. ----------- ---- EXTERIOR -------------- -------- ---------------- ----------- 860 ............. ----- ------t------------ ------ VENDING i 1500 VENDINGj 0_ 1500_ ............................................................-_......-------------------..I_....- EXTERIOR - -- - - - - - 5401 ---.,_......_...�.................. ....... a - -------------- STORAGE ............ ..... ..... _-- ................... ; I 3601, _. ........................_....s .................. ..... FAMILY, MEN, WOMEN 20- 7 i 540 SPARE ......... ____-___--------------_. ----_�._..-._._ ' --------- .I„____________ SPARE _CIP1EI 1 „----------4---------- C -- ------------------------------- SPARE ------------- -------------------------------- ............... ... .... .....---...... ........ +-------------------• b SPARE -------------------------------------------------------------- ------------------ - ------------- ------ ----------------- SPARE -20 20 12 ` 20 ----------------------------------- --------------------------------------- SPARE '; 7 ..-..----....---------------------------- €..................... 1 1920` .................... _...... _____•-__------ -- ------------- -.._............ - A19 ------------------------------- 1 ---------- ----------- ----------- 1 SPARE _______ i..----..., .. 6 20 ' 1 i '_....-- .................................I_.......... 14:20 SPARE t„ 1 10i 1 SPARE ......................................................... 8 20 11 1 SPARE 1920__ 1 .---------- ,........_ SPARE ,,..,,. , . ------...... ............... ..... SPARE -------------------------------- - I 20 15 17501 _ VV 23601 2540: TOTAL WATTS= 35450 1 ------------------------------------------------------------------------ AMPS= ------------- 98.4 --------------------- -------------- ------ it *VIA LIGHTING CONTROL PANEL N) PANEL "HA" R.: 200A.........B_US: 225A LOC: SEE PLAN MTG.: SURFACE ........ ....................... ....................... ...., ........................ ........... ............ 1........... .............................. ................ ........................................... . ----------- R --------- R L M P T C C T P R L M E T[ 1 O R 1 1 R O E T I LOAD C G= S L 1= R R 1 L C I G S - REMARKS CDC I PARKING LOT PARKING LOT 1200PATH PWI-PW8 PATH PW9--PW12 _PATH PW13-PW17 1050 PATH PW18-PW24 SIGN SIGN 480 BOLLARDS SPARE SPARE SPARE SPARE SPARE SPARE SPARE ------ SPARE ------------- SPARE ----------- - ._-------- ------------------------------------_....1 C E P C 37 C P EC 38:100 CDA 1 CDB 1 .................... 161 .................................. 1 20 1 - - - - LOC.: SEE PLAN ...........r- ---- 2z 30 ------.. 1 ----------- ......----- 16 ---------------- 48001 _ ...., 4 .----- 1 20 3 ---------- 4 30 1 ' 6 ---------- ----------- - I 4800 -----------v--- ................ _ 20 0_ I R 0 1 E 1 T I 42 ---- ---- C G I S 1 L ; 12140 1 20- 7 . .. -- ...........I.,.................._.-...---------------- 8 20 1 ! 4 - 60.01 _CIP1EI 1 „----------4---------- C 120 9 10. 20 1 15 - ' 750 ----------- ---------------------------------------------------------- 19201 1 20 = 11 -20 20 12 ` 20 1 '; 7 ..-..----....---------------------------- €..................... 1 1920` .................... _...... _____•-__------ -- ------------- -.._............ - A19 ------------------------------- 1 ---------- ----------- ----------- 1 20 13 _______ i..----..., .. 6 20 ' 1 i '_....-- .................................I_.......... 14:20 1 t„ 1 10i 1 20 ......................................................... 8 20 11 1 1920__ 1 .---------- ,........_ .......... ,,..,,. , . ------...... ............... ..... r t 101 20 1 1 -------------------------------- - 1 20 15 16 20 1 1 I --------------- - ------------- 1 20 17 11 18 = 20 1 8 1 ..............- .......... 31 ' 1 1 .......... .................._.. _.,,,,,µ. .......... 14 ......w...................., ....... -..............................._............................_....._.._...._._..... A16 ...........1....,----,. ,,.,,,,,,,, .._..-....._----- t-.-_-.-_._ - 15 16 20 1 1 1 1 20 _ 19 A22 201 20 1 I ' .............1......... .._._..ti.,,,,....... 10 , 21 2 = 22 20 1 1820 1 1 I 1920 A17 11 23 20 _ 19 24 20 ---------- ---------------... ,..................... _..,......------ -- ................. ....------ - 1 1 1 .............. 21 - - --.......- ---.-- - ------------------------ ........... ..._..--------------------------- A23 - .--------- ---------------------------- ----- ------__.---- 23 - 1 20 25 A24 26.20 1 r-----_-- -- = 1 20 . 27 20 28 201 261,201, 3 1 ; ' t FOOTBALL CONCESSION ---------------•-------------------------------------------------------- I 1 1 20 = 29 - 281--- -I--- -I I 30' 20 1 i ; 20 29 132 2 31 0 - 1920 ° 20 1 20 31 32 20 1 1 1 1 1 20 ` 33 --------- 34' 20 1 - �---------- ----------------------------- --------- ...... 1 ............ 20 35 -... 33 361 20 ._ ° ------ 1 ---- 1 ---------t----- ..... ................. ...._ CDC I PARKING LOT PARKING LOT 1200PATH PWI-PW8 PATH PW9--PW12 _PATH PW13-PW17 1050 PATH PW18-PW24 SIGN SIGN 480 BOLLARDS SPARE SPARE SPARE SPARE SPARE SPARE SPARE ------ SPARE ------------- SPARE ----------- - ._-------- ------------------------------------_....1 ------------- ----------------..................... ------------------------------------------- I----------- ----......------------------ --------- ....... .............................. -------- 167501 17510 14870 17262 13= 17678 _ 1 (DC= 14870 MINIMUM BKR A.I.C. RATING= 14.000 AMPS SYM (N) 1 20- 37 1101111111111110 0 38:100 3 1 11350, Elm TRANSFORMER HA - - - - LOC.: SEE PLAN - 1 20 - 39 40 ° ---- ---- ---------- -11960 ----------- - -------------- ------------------------ - - - - m 1 20 41 I R 0 1 E 1 T I 42 ---- ---- C G I S 1 L ; 12140 R I i 1 L 1 c 1 G ------------- ----------------..................... ------------------------------------------- I----------- ----......------------------ --------- ....... .............................. -------- 167501 17510 14870 17262 13= 17678 _ 1 (DC= 14870 MINIMUM BKR A.I.C. RATING= 14.000 AMPS SYM 96001 9600 9600 µ _w K 11350 = CDB 11960 .------------------ ---�C= 12140 ....... .-.._... _.. _._. MINIMUM BKR A.I.C. RATING= 10,000 AMPS SYM 7. 3/ 40 PFI. r<ut.6:i'?`E�t,�t, E.I+iGINi?FvRrhfC< , LrcI-T Nc- aE3IGN r CA NO E13C83 50 12030 5E00 WAC AVENUE, r�” 5Ur7`B 2:�1 WIRER, KFU", C 9'33 }£3 "`"s� l3Sr1 TSJI - fiisi M PAX (861) 811.31-7813 I Nn ij : ilia Ion Irnte.net AfEIMININA (N) Elm PANEL "LA" Et 1101111111111110 0 ------------------------------------- ---- R: 200A IN Mimi mom ------------ -- I ------------------------ I BUS: 225A Elm - - - - - LOC.: SEE PLAN MTG.: SURFACE R I L I M I P T C I C I T I P I R I L M m E! T! 1 1 0 R I I R 0 1 E 1 T I LOAD C G I S 1 L t R R I i 1 L 1 c 1 G s . .. -- ...........I.,.................._.-...---------------- REMARKS CIE P C _CIP1EI 1 „----------4---------- C CDA CDB CDC --------------4----------------------------------- --------- 1 --------- ---------- 1 ------- _4---------- --------- I 21 20 1 1 1 1 ----------- ---------------------------------------------------------- 19201 ----- ----- - -------------------------------- ---------------- -- ------------1 A13 _...._-....... ........... -1 I 1 1 1 -20 20 ..,....--- 3 '..... .+.......................q„.,,,..... 41201 1 1 1 ..-..----....---------------------------- €..................... 1 1920` .................... _...... _____•-__------ -- ------------- -.._............ - A19 ------------------------------- 1 ---------- ----------- ----------- 20 ----------------- 5 --- _______ i..----..., .. 6 20 ' 1 i '_....-- .................................I_.......... .....- - . ..------..._._________....___.-_-_-..___.._.__.---___---- ; ; 1920 ...............-_...------------------- _ _....---._._.,__. -.....-------.----_-..._............__.---_.._._._.._._.__.._____ A14 ................. _............................ ._.._... ._-------.--_.. 10i 1 20 7 8 20 11 1 1920__ 1 A20 t - , 1 20 9 r t 101 20 1 1 -------------------------------- - -- --------------------- ----------------- 1920 ` _.------------------ --------------..--- .--- ------ .._............... A15 --------------- - ------------- 1 I j 1 20 11 121201 1 1 1 1 1920 A21 ..............- .......... 31 ' 1 1 ........... 20 .._.-.. 13 _.,,,,,µ. .......... 14 „ .._.. ;_.....__.......................... 1920' ....... -..............................._............................_....._.._...._._..... A16 2' 1 1 20 15 16 20 1 1 1 1920 A22 1.._.......1........_,1 ..................... .......... 1._........._,..__.,.........,. ........... .............1......... .._._..ti.,,,,....... ......-____.................................................................................._.__....._.. 3i 1 20 17 1820 1 1 I 1920 A17 ,._........ 1 1 20 19 - _-........... ----------�------------------- 1201 2 119201 ---------- ---------------... ,..................... _..,......------ -- ................. ....------ - 1 1 1 20 21 . ..,,_.�.._._....�....... 221201 1 1 1 --.......- ...................._-------------------- ;._,_,,._....,.-.._... 1920. ------------------------ ........... ..._..--------------------------- A23 I 1 20 23 --.............. - 24, 201 1 .....•__._ ...------- - ;------------------ --- ------ 1920 A24 a _„ r-----_-- -- ........ --------------------.--------_--••-_---. ---------------_-.................------------ --- ---------...._.................. ......... 1 ; 1 20 25 261,201, 3 1 ; 1920, -------------------- FOOTBALL CONCESSION ---------------•-------------------------------------------------------- I 1 20 27 - 281--- -I--- -I I 1920: ----------------------- 1 20 29 301---- ! ---- 1920 I 1 1 20 31 32 20 1 1 1 SPARE_ 1 1 20 33 341 20 1 361 201 1 I SPARE 11 20 35 SPARE 1 20 37 38; 201 1 1 40 201 1 1 WNµ SPARE 1 20 39 SPARE_ 1 11 20 41 421 201 1 1 1 I M M SPARE 96001 9600 9600 µ _w K 11350 = CDB 11960 .------------------ ---�C= 12140 ....... .-.._... _.. _._. MINIMUM BKR A.I.C. RATING= 10,000 AMPS SYM 7. 3/ 40 PFI. r<ut.6:i'?`E�t,�t, E.I+iGINi?FvRrhfC< , LrcI-T Nc- aE3IGN r CA NO E13C83 50 12030 5E00 WAC AVENUE, r�” 5Ur7`B 2:�1 WIRER, KFU", C 9'33 }£3 "`"s� l3Sr1 TSJI - fiisi M PAX (861) 811.31-7813 I Nn ij : ilia Ion Irnte.net AfEIMININA 4-06-12 Elm Et 1101111111111110 0 IN Mimi mom Elm ARCHITECTS, INC. 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 No. C-16835 DECEMBER 31, 2Q13 \T REgE111AL\� �a F 0F` [`Ai, O DANNY E. ORDIZ, AIA ARCHITECT C-14,728 WILLIAM J. MELBY, AIA ARCHITECT C-16,835 ioo■mo■■ ■ENEEME■ [ C 0 N F 0 R M EE 1 :ii_T„I RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 FOR: CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 Emmommmm mom®os®m MARK DATE DESCRIPTION ■ENEEMS■ ■mo®■m®■ JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDGACI5-CD 020212)P . In � DRAWN BY: CHECKED BY: CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 ■ENOMINEE.■ENOMONIE SHEET TITLE PANEL SCHEDULES FIXTURE SCHEDULE SHEET IDENTIFICATION NUMBER E,.Om ...............®. 4-06-12 ISSUED WITH ADDENDUM #3 ■ENEEMS■ ■mo®■m®■ JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDGACI5-CD 020212)P . In � DRAWN BY: CHECKED BY: CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 ■ENOMINEE.■ENOMONIE SHEET TITLE PANEL SCHEDULES FIXTURE SCHEDULE SHEET IDENTIFICATION NUMBER E,.Om ...............®. CERTIFICATE OF CO NIP'LLA CE (Page 1 of 4) LTG -1 C Project Hama: RESTROOM BUILDING STATE FARM SPORTS VILLAGE Dots:03-0 —12 1'rvjcot 1lcidr s: 9001 A H E ROAD Gliatat-, Zone: 13 P tdliding CFA: 1627 nc I' nditioned lottr :%Tett : general lnformadrm Phvlring'I'ype: 13 hotimmiential 13 High -Rise Rea'id ntial 13 HotzlfMotel Ell Relocatable Public 0 C'..nditiorn.d Spam -s ® Unecniditioiv:cl Siiac cs Sttn�nlc Plisse or CkInstruction: F1New Ccnrciructicat 0 Uchdon i3 r1llatiIicm kiethex of(,ompliavice: %em,plete Building E3 :ar -.'ategfm Tailored Documentation 4uthor's Declaration Statement • 1 certify that this Cartific tte of Compliance ram. trent ion is acaur. a�.njZ.mplete. Naniz:JOHN MALONEY PE 1 ' `ampnrJMPE "'03-99-12 Adf s:5500 MING AVE,�51 If C C CEPS apptieatde: l;A u A CiLvistak.."P,EAKERSFIELa CA 93309 Ph""o:001-531-7313 Of Units YrinctlMl Lighting Vesioor's Declaration Statement' • I an) cligibleundsr N isimi 3 afthc C;alitbrnia I'insidl m and 11rofe:s ion+(;.•xtc to accept mspomibility forthe lighting sic>ign. • This Certificate ofCbmpliarice identifies ti.lightine features and perfirawoe spacificatiors required for rximpliance with Title 24� Pigs i and 6 of due California Code of Regulations. a The ile:iga #'satrtres Iwpre:entedt�n this {:erriticnte "t'cxnpliniieeaie cirni:tent*th the intinrmation proxiiled todminnent this deign on lite oilier ap> lis alta csnrrpliancz ts�un� x etr tz atic3t r a)td spmziic:atirms subttritW to the enfor"wwnt agtutcy for apprml with this hcxilding permit applit ancm. JOHN MALONEY Primary t_:cirip'ffiry : JM PE 1}hens:001-331-735 1 Address�5500 MING AVENUE, S ITE 5-1 license "E 13083 ``s"z'p:BAKE RSF 1 ELI) CA 93N9 RRSTALLEDI ATTS PAGE TOTAL: 612 Da"03-09-12 Lighting Mandatory Measures Indicate lmation an building plans of Mfindavqr Afeiwiree. Wi is Block: LICH'1'ING. {'OM PLIA +CE FIRMS Its t1.ORKSHF V'I',% (check box ltwarksheer is included) F'69' dvfcfilcd insoucliaw on 111a we grAzy'a" d U.11 lSPlC7'gN1.S,��CZt'tiG]' .�`?7dnfaliti'L eUiTd1llifdirrG' Av'ftL; �Ii'fdS� i';',�G'.�' lv t1111e ��nl'4'SifiGnt {1I11�it7l:lUI 'Tru"'hshad by.the calitmWia Ene. + Gamminvivn. IM LTi; -1C Pages I t1nvugh4 C ilifitxte -dCumpliance, rtii P-ae.-6requi=d(Xiplans fcx all aut:tnilials. 13 LTG -?C Lighthku Corilwls Cretht Wc+Abheet IM LTG -IC ladour Lielilirtg Power Alloasance E3 LTC -4C Pdges I tl rough 4 Tailuvxl Method itixlsbeet 1 and -2 Linc Voltat?z Trnck Lighting Wcwtk:hzet 20!JB tirotltacidi?niial C:ottxlliatt�x Fot7ste .teeth. 2010 CERTIFICATE OF CO_l'IPLL1NC'E (Page 2 of 4) LTG -1C LtiTDOOR LIGHTING SCHEDITLE and FIELD INSP'EC'TIO ENNERGY CHECKLIST 'Project -Naulu: RESTROOM BUILDING STATE FARM SPORTS VILLAGE Date: 03-09-12 Installation Certificate, LTG-1-INST (Retatti a copy and r cutr form is cail.,Plcted arrd died.) 0 Field Ins'pectOr Certificates of Acceptance, LTG -2 -k aztd a copy and fi:+uu is cum eted.md si d_) 13 mold Iltspoctoir ef sepatazte i` ighting Scharlmie. Vusf Be filled Chit, for Condition -ed .zr d Cuic.onditt'ort.al Spaces Invalled Lighfing Power _tzsteri on this Lighting,Schetkile is only for M CO--DITTOMD SPACE ® X COND1T1QNED SP.4.CE 77te acrd itickor Itghlrng power listed below inckdes all install&I permanent .end portable Izghiing sgsmmy in accordance itxth 6446 to ® E niv f ar ra#irvc: t.rr to th elirst 0. 2 weaity per.yydaui•1e frml ({f poriz&4t lighting sludil twat I� ,' required k) be anchAde in flits c alc: da ion ot'actual indoor fthiinsg power density in accordance uddr. the Erception to §144(q).:411 portable lighting In rrcess oT 0. .sc=rrtts er s: ttcrrz vvt is tattled below. Laminairt Schc-dais TypeLa s Balltists Instaned Watts A B C D E F C H IIow wattage twas r'iald rbtann n"l Ins )cetnr" ..., to - p 0 aic Aaxv&% — C replete t uminaire Oescriptic�n iiciault to �' ).e, 31�t llrtdurescerd tzti+rrer, + : ( dP �, Yrodu §13C •. F"+2 rX, rote .limo d,le lectmnic taatl:�.fl NAR (ci er el ' A� 4',STRiP, F32T8, ELECTRONIC BALLAST 32 8 '. VANDAL RESISTANT, SURFACE, F32T8. ELECTRONIC 32 ri n 9288 Lighting Control Cnx it T_.ncunditionod Spaccs (frost LTG Wit' - 13 El F3 0 EL Of Units 13 E3_ 13 Primary E3 E3 MOTION SENSOR a11ag'arice 13 Dcsir_,n RRSTALLEDI ATTS PAGE TOTAL: 612 Installed Waits $wilding Total ,512 Building total number of pates tSurn cat silt Tom' : es) L. Enter into LTG -IC Pao 4 of 4 t_ IlTzrttlige slaail bei r'x:�rirrivieri lartfxriitxg It) �E'.C:ir3fa l3fi(2 /ilG'i Cl. I�rrttaF P. d`Idall he; Y.27afa� nfiigltt jiltx±rre., nr)i Yalaat� Cdflr,zltr. ? If Fail thin describe on Px e. 2 o the Iatsaectiord Che kdiy! Form and t ke a tdr•auriate £r"I"Md to eorr<rt T -'e i : h±dilci,°n nlertrs ifnedessi 2009 :yotrravidential C'omplfzatwe Foran, .lith% 2010 CERTIFICATE OF COr*'1P'LI:ANCE Pa e 3 of4 LTG -1C Projecr Name: Data: RESTROOM BUILDING STATE FARM SPORTS VILLAGE 03-019-12 IN-DOORLICHTINCSCHEDITLE and FIELD INSPECT ION ENERGY CHECKLIST j7t77 in e.'tanlrx.Ly e.0 alt a7rar ray: a) area ,-xaduivlr, la) nz1&i-hn--d (xani;ml r, q Manual elczylighlilag ctantrolx liar flti vUl areas t 4^50 f2`, irdtonwic drKyligldting contrvr for LilCtylliarens'> ?, 500ft, d shat -off controls, e) dispkv lightln,, core!f'o1S, f% ft lo t Zg�ItiLft�Q wttl)''JZ-„f.getii.Td 1lghldngcon iiotEii- J'GpCtralx�'%Jin i�rJ�7IgK CJJTi�C1YlZ.:tEi�C1l ;2i2d &spl tv U;we tighfIn tLiul gj tli;Tita,id responsive .zdttotnatdc conlrois )r retWl storey = 0 000 ft!, in accordance wirh .section_ 131..._ l! i ANDA�i'ORY Llt, IffING CONTROLS - FIELD INSPEC:11IIN ENERGY 1)81;1: r . .> >° CHECKLIST Indoor Lilgliting Power for Conditioned S ace's Indoor L' h ' o Power for Unconditioned S aces Installed Lii lttit_= (from Conditioned LTG -1C Page 2 Watts InstaQed Lighting from TTnconditianed LTG -ICP e 2; watts rs 2 Lightiry Control CYcdit Cenditiowd S . .c s (from LTG -2t=” -Number Lighting Control Cnx it T_.ncunditionod Spaccs (frost LTG Wit' - .ltijusledinsiatled Lighting rbwer Type-_.,' IXn tasan Of Units Locaicm. in 13ulidmg 4Y�1`I'S Primary Complies if Installed "<: Allowed MOTION SENSOR a11ag'arice ALL ROOMS Dcsir_,n Allowed Lightitig I4ju'crP t,nconditioncdS ct�tfioniL'TG-3Ci ' V^ Required Aeveptanee Tests DCSItgner: 1'hiff,Estrin is to i>e aired i�: the rtes*_gn er awl uttdc&d lis rhe. f !aw. Liszled behnv;s the zvv fftm,,r test for the Dglaing ikw"n' LTG -2,4 and LI'63rt- T&- destglier is rqwiral to ehmk Site accqz ,c irsO and Eist all avitrol denvwe smmy the i7ttibng orspace dlsall be i;E�'Itf28d ;l0 rfae-.801»9_ fhe? ,4%CFyrlirrnra Re rtareAt 7itV for 1:11ri%-i:i1d?ZjflfrZHCE. If all the liphtan8 .v-twt :'rrd 1v i' )ntrnt.nr a 1--e7l'wW tvne re: qv re a tPA xv the ditlereadt lighting and the nwnter J spstrrias 17tg ti 4 5a tttiat in flat �,7al�rtrlir fr{Ifrti :1'rfdresi i�n!icxt ilrter'e1tCr rltrUeStG�it2S 12ttrairlrtl dt2s£Yttr23 She t 5ttrc;a this 070 Va R!"-p�7t OfihOPIOM Cfvdipletiem z3fiNS seC ren t+:ll ,71kvKv tide raTa WNC pfdriz: to h;stseet ff)r the scope ei -Wot* eppro,artnteh% Forms con begrorrpM l y#Ve of Laminasr rontro&d. Enforcement Agency: Syvtiwv dccVmce T'abre i reatpanmy Av7Wt wgrante d for a atetr+h-• roncsiru.-fal huiA ng ear jxlce or 1-Meii [:ire:r ww laglatrig StEYte'.!' n u th rt+ntrnts is .ids�'.tr1t in tfre !�dsrlf7'SiLiQ' 77r sf:tTCB sha�tl b2 c�•�#i � us rrezting ttdc �IrCrti!clrlt'2 1tFt7ddiY2dnP.rdt4 I7te LTG -211=4 LTG-3A.furimay an -not comidered a Ccwtplete fmvft octal are not to he amflpted l7v Me en(vr'e' (v'!f fd,�^..ril'y unless (he hvxC2 0.0 iltechccd mdl�t t?lt frttdsiined fit ttdd;!to±� a Ca�;?i±cate of�i. ec i7tt4'G10rfdaysldfrllttiesttc`}mit!ee: itis ettforecrtietdt a�?enry that cert; esplrtw sta=edflf'.tItiUfdS, iadstailatron eer�tiz:ert� end z'l�rat_inR ein.•l rdderi:dtettrtee: irtti)r'rrurtran meet the r<fprtir�g:ne;d!s f:f NJ -1 U IL) utl'itle '� Yea'! bldt2. fde'liZ itas2a�eC'lvr mus4 r4'C'�Yd: 1hL'Iu'v1nrh' fllc�'t>itt iildd �R tinG'Gl �L9ii;+ tJt.;f£R'e' ihL' ialSlGtiitP f:+i7a 7`e't'eal7(? Tti±Ui VCi it�kiitt'li :l ;:UFIb' Ul"i1tG LT�'1 glrl;< L Ft�-tA for B;arJa ns �r�m! ti tui:is? taarttarafrire re oils) ridust.he provide t! Cdr flWidM <)f the a?Uitii<afdf+ free Meir YPfi.! r. e•0. Linninairr-s C:on#roticd LTG -IA and 3A Controls and ,. Sensors and i Automatic " ' a Daylighting Controls Eqviipment Requiring Tegang Description o Location Acceptance 7137 i+ield Inspector's dotes or Discrepancies: 2005 lratlr r t�faip_frtaal Cott rli�rt, a Frn rn s Ido 2010 CERTEICATE OF COMPLIANCE ►gs. 4 of 4} LTG -1C I'rojM Vain: 1)81;1: Conditioned and tTneonditioncd space L' It ' must not be eombinrd for compliance Indoor Lilgliting Power for Conditioned S ace's Indoor L' h ' o Power for Unconditioned S aces Installed Lii lttit_= (from Conditioned LTG -1C Page 2 Watts InstaQed Lighting from TTnconditianed LTG -ICP e 2; watts rs 2 Lightiry Control CYcdit Cenditiowd S . .c s (from LTG -2t=” fl �j Lighting Control Cnx it T_.ncunditionod Spaccs (frost LTG Wit' - .ltijusledinsiatled Lighting rbwer LVattagc Adjusted Installed Lis htitiz_ Pumcr 4Y�1`I'S Primary Complies if Installed "<: Allowed Comphe- if Installed <: Allowed a11ag'arice Allowed LlghtiilgPnwcr ConclitiomrdS-ares(fromL1`U-3C) Dcsir_,n Allowed Lightitig I4ju'crP t,nconditioncdS ct�tfioniL'TG-3Ci ' V^ Required Aeveptanee Tests DCSItgner: 1'hiff,Estrin is to i>e aired i�: the rtes*_gn er awl uttdc&d lis rhe. f !aw. Liszled behnv;s the zvv fftm,,r test for the Dglaing ikw"n' LTG -2,4 and LI'63rt- T&- destglier is rqwiral to ehmk Site accqz ,c irsO and Eist all avitrol denvwe smmy the i7ttibng orspace dlsall be i;E�'Itf28d ;l0 rfae-.801»9_ fhe? ,4%CFyrlirrnra Re rtareAt 7itV for 1:11ri%-i:i1d?ZjflfrZHCE. If all the liphtan8 .v-twt :'rrd 1v i' )ntrnt.nr a 1--e7l'wW tvne re: qv re a tPA xv the ditlereadt lighting and the nwnter J spstrrias 17tg ti 4 5a tttiat in flat �,7al�rtrlir fr{Ifrti :1'rfdresi i�n!icxt ilrter'e1tCr rltrUeStG�it2S 12ttrairlrtl dt2s£Yttr23 She t 5ttrc;a this 070 Va R!"-p�7t OfihOPIOM Cfvdipletiem z3fiNS seC ren t+:ll ,71kvKv tide raTa WNC pfdriz: to h;stseet ff)r the scope ei -Wot* eppro,artnteh% Forms con begrorrpM l y#Ve of Laminasr rontro&d. Enforcement Agency: Syvtiwv dccVmce T'abre i reatpanmy Av7Wt wgrante d for a atetr+h-• roncsiru.-fal huiA ng ear jxlce or 1-Meii [:ire:r ww laglatrig StEYte'.!' n u th rt+ntrnts is .ids�'.tr1t in tfre !�dsrlf7'SiLiQ' 77r sf:tTCB sha�tl b2 c�•�#i � us rrezting ttdc �IrCrti!clrlt'2 1tFt7ddiY2dnP.rdt4 I7te LTG -211=4 LTG-3A.furimay an -not comidered a Ccwtplete fmvft octal are not to he amflpted l7v Me en(vr'e' (v'!f fd,�^..ril'y unless (he hvxC2 0.0 iltechccd mdl�t t?lt frttdsiined fit ttdd;!to±� a Ca�;?i±cate of�i. ec i7tt4'G10rfdaysldfrllttiesttc`}mit!ee: itis ettforecrtietdt a�?enry that cert; esplrtw sta=edflf'.tItiUfdS, iadstailatron eer�tiz:ert� end z'l�rat_inR ein.•l rdderi:dtettrtee: irtti)r'rrurtran meet the r<fprtir�g:ne;d!s f:f NJ -1 U IL) utl'itle '� Yea'! bldt2. fde'liZ itas2a�eC'lvr mus4 r4'C'�Yd: 1hL'Iu'v1nrh' fllc�'t>itt iildd �R tinG'Gl �L9ii;+ tJt.;f£R'e' ihL' ialSlGtiitP f:+i7a 7`e't'eal7(? Tti±Ui VCi it�kiitt'li :l ;:UFIb' Ul"i1tG LT�'1 glrl;< L Ft�-tA for B;arJa ns �r�m! ti tui:is? taarttarafrire re oils) ridust.he provide t! Cdr flWidM <)f the a?Uitii<afdf+ free Meir YPfi.! r. e•0. Linninairr-s C:on#roticd LTG -IA and 3A Controls and ,. Sensors and i Automatic " ' a Daylighting Controls Eqviipment Requiring Tegang Description o Location Acceptance 2008 .,%ronrmideartial ComfrYaniv Fot'ms hill: 20!0 rNnc�c�rz Lrc;<x�rrtiG r'cr�Err :�r,r1c���:�r�c.�. T:�r+�,-�c� 1'ro sat Vain: RESTROOM BUILDING STATE FARIU! SPORTS VILLAGE llaty: 03-{79-12 ALL+a4�'ED LIGHTING PO�irER (Chose One 7kIcthodj .1 S,eTtttrale lilted out !t)r {_onditicmed tmcl llnrtmd;tiemed 5'(aticea. Indtxxr t aghting Pcn�eT :'lllcnNances listed on Ns page are csirl�• for. � Ct}N13ITIC�NED � nes ® LthiC c3l+TL'}ITICa%TEL) s t,�s COMMETE BUILDING 1.1ETHOD > AM CONN LETE ALLOVffl3 131.11.1)ING CATliCORY (l�Tom '146'1'uhie I h-i:.� 1'1:R i') X IZI.i}{r.:�RFA = WA'1-1-S ALL H a 0627 76 TOTALS ?%RFA �EVA-rS AREA CATECQRV iN7ETHOI) —Part A A > �� W i'1" i:5 A LI -OW D AREA C kTEGORY "Fwni X116 Table 116- PER (R) X AREA (t!') _ WATTS Sate of Additional Allmed Watts ti om A&:F Category-Nlctlxd —Part B (tioui table bdow) TOTALS .ARp.� Vi=ATTS T.AILOR>rD :�EETxvD Total All roved Watts tel* th--'Failered Met iod taLcn:!Tca i L'!`C3-,ti_: (!'ago I of l) Rtra:• 3 The indoor lighting power allowmice using the Tailored Nfethod of compliance shall be deterinmed using the LTG -4C set of.forms.-A sc tate sot of LTc: AC. -fours slmilbo filled out tar CONDITIt,VED and LRiCONDITIOI�ED s aeon 2008 rraruai+tdential C'ottphanre Ftx-.n& 4 a �yi -7009 ll A121yA CA1'L[UOiZY Vli:'!'llt?li—PartB Additional �'Fatta a Atlr►a�anee Crum "fable 161+ i'wttnvtes ■■■■■■ 1 R i F k7 Additional fl �j :ti,l,c'7t�rF:T"1 watts LVattagc "!".7ta1 4Y�1`I'S Primary Pcr fY a11ag'arice Dc�scriptiot�s3 and t;)uairiity ot'Spscia! Dcsir_,n Snta 23(Go ELECLI�F Ai. ENGINEERING AF ffk��Y 12030 z f 500 ki.',d0 AVENUE, ' st�n•E 261 >u &ILEERS�`IFLC, Cit W3,'i4 h ' erno.ii enzfton '0"r_.e.net > a•r ■■■■ ■■■■■■■ ■■■■■■ ■■■■■■ fl �j ARCHITECTS, INC. 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661 ) 832-5258 FACSIMILE (661} 832-4291 No. C-16835 DECEMBER 31, 2023 *' DANNY E. O DIZ AIA ARCHITECT C44.728 WILLIAM J. MEC$Y, AIA ARCHITECT C-16,835 CONFORMED S1 1' t RESTROOM BUILDING AT STATE FARM- SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 FOR: CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 MARK DATE DESCRIPTION JOB NUMBER: 1406 CAD DRAWING FiLE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDGAC15-CD(020212).pin DRAWN BY: CHECKED BY: CHECK AND VERIFY All DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY"OF THE ARCHITECT. COPYRIGHT ORD12-MELBY ARCHITECTS, INC. 2010 SHEET TiTLE TITLE 24 SHEET IDENTtFiCAT10N NUMBERE-EMENEMN . SMUNINESE E-0.2 dAR. 0 9 2012 0 JOB NUMBER: 1406 CAD DRAWING FiLE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDGAC15-CD(020212).pin DRAWN BY: CHECKED BY: CHECK AND VERIFY All DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY"OF THE ARCHITECT. COPYRIGHT ORD12-MELBY ARCHITECTS, INC. 2010 SHEET TiTLE TITLE 24 SHEET IDENTtFiCAT10N NUMBERE-EMENEMN . SMUNINESE E-0.2 ■■■■■■■ ■■■■■■■ ■■■■■■ ■■■■■■ 0 Elm MI ■■■■ ■■■■ ■ I : I . F ARCHITECTS, INC. 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 WILLIAM J. MELBY, AIA ARCHITECT C-16,835 moormuss mo®om®m CON FOED . momm.NINA" 14 RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 FOR. CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 nomommu■ mos®m®on MARK DATE DESCRIPTION 09 2012 ■ommomm■.■omommo® JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG-AC15-CD(020212).pin DRAWN BY: CHECKED BY: CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES -TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 -MENmmom■ . Mommo®m® SHEET TITLE TITLE 24 SHEET IDENTIFICATION NUMBER E-0.3 ■MENEEN■.■om®o®o® 000000001, 00000000 00000000 ■t❑❑❑❑❑❑ ❑❑❑❑❑mo■ 00000000 ❑❑❑❑mmo■ ■omm❑❑❑❑ ❑❑❑mmom■ ■o■m®❑❑❑ ❑❑mmomo■ ■■■mm®❑❑ ❑■■MENN■ ■mmo®■®u ommmmom■ ■mo■®moe r ARCHITECTS, INC. 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 Na C-16835 DECEMBER 31, 0013 RENEWAL \DATE F OF CAS-�FO�j DANNY E. ORDIZ, AIA ARCHITECT C-14,728 WILLIAM J. MELBY, AIA ARCHITECT C-16,835 sommsomm moss®o®® [JONFORMED WE:T RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 FOR: CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 ®mmomom■ ■ENNEME■ MARK DATE DESCRIPTION A 4-06-12 ISSUED WITH ADDENDUM #3 Al ®ommomom.momm®■mm JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDG-AC15-CD(020212).pin DRAWN BY: CHECKED BY: CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC. 2010 ®osommom . Emm.osom SHEET TITLE PARTIAL SITE PLAN SHEET IDENTIFICATION NUMBER E-1 ®mossom■.■osom0■■ L3-9,1FAMILY R. 1, 3 -- r.7.. FUTURE VENDING MAGHINES (2, 4" F , F 1 1 t ' t i t i I I 3 � t a � t i CGFI I7 +Hi_ ---- ::---- r 7 t 1 t i i t 1 i t ELEGTRIGAL PLAN N 56ALE: IIS"= I'-0" ELECTRICAL PLAN NOTES 1 CONTRACTOR SHALL PROVIDE JUNCTION BOXES, CONDUIT, CABLING AND TERMINATIONS FOR AUTOMATIC BATHROOM FIXTURES. TRANSFORMERS RB 0, COORDINATE WORK WITH PLUMBING CONTRACTOR. 2 EXTERIOR RECEPTACLE SHALL BE GFI WITH LOCKABLE WEATHER PROOF IN -USE COVER HUBBELL #WP26M OR EQUAL, TYPICAL. VENDING RECEPTACLES SHALL BE ACCESSIBLE, DO NOT INSTALL BEHIND VENDING MACHINE. INSTALL RECEPTACLES V APART FOR CLEARANCE, LIGHTING PLAN NOTES WALL MOUNT MOTION SENSOR SHALL BE SENSORSWITCH DUAL TECHNOLOGY MODEL #WSD-PDT 2P, TYPICAL, CEILING MOUNT MOTION SENSOR SHALL BE SENSORSWITCH DUAL TECHNOLOGY MODEL or -km 'DT 2P, TYPICAL. CONNECT LIGHTING POLE OF MOTION SENSORS IN PARALLEL. EITHER SET OF MOTION SENSORS WILL ACTIVATE FIXTURES IN THEIR RESPECTIVE RESTROOMS. SECOND POLE OF MOTION SENSORS IS TO BE CONNECTED IN PARALLEL FOR ACTIVATION OF EXHAUST FAN, REFER TO MANUFACTURERS INSTRUCTIONS. A INTERIOR L I6HTI NCS FLAN N 56ALE: 1/6"= 1'-0" --- - - --- -- -- --- ---; E.F. t MOTION 5EN501 GONTAGT5 EXHAUST FAN CONTROLS __(Z) EXTERIOR LIGHTING NOTES D LIGHTING CONTROL PANEL SHALL BE LC&D BLUE BOX, MODEL #GR1416-DTC. u 1 I Q i FAMILY R,R, 11 , - d 1. �` EXTERIOR LIGHTING PLAN N 5GALE: 11 V "=1'—V" 7.3-1 x '+� PE ,'Jflww E.hl<;Ihi1:EFfll(y u { LI C H T 1; C aE3ICN Y r� R "00 MING AVENUE - ,Y l{IT8 2i r PAVERS71ELO, C:4 !D' 3309 t- FAX fe'&) 8al--'781.3 `'artcli e�uilt> �yjr:;pe.nek R uuu0000■'■0000000 0000000■ ■N000000 00000mm■ ■mm000C10 0000moo■ ■seo0000 ❑001010010■■NS■®000 DOOMMENO ■N■■®■00 D■■momo■ ■■■■■mou momeoom■ ■mmoeme® ORDIZ M BY ARCHITECTS, INC. 5500 MING AVENUE SUITE 280 BAKERSFIELD, CALIFORNIA 93309 TELEPHONE (661) 832-5258 FACSIMILE (661) 832-4291 ARC,,y�T A No. C-16835 ECEMBER 31, 2013 * ItE71EWAt ��Q' OF DANNY E. ORDIZ, AIA ARCHITECT C-14,728 WILLIAM J. MELBY, AIA ARCHITECT C-16,835 ■®NOMINEE ■ONOSSON CONFORMED .",El] RESTROOM BUILDING AT STATE FARM SPORTS VILLAGE 9001 ASHE ROAD BAKERSFIELD, CA 93313 FOR: CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT 1501 TRUXTUN AVENUE BAKERSFIELD, CA 93301 ■o®■■oo■ ■oom■®O■ MARK DATE DESCRIPTION 4-06-12 ISSUED WITH ADDENDUM #3 0 0 a ..®...........®I.. JOB NUMBER: 1406 CAD DRAWING FILE: 1406 -STATE FARM SPORTS PARK RESTROOM BLDGAC15-CD(020212).pin DRAWN BY: CHECKED BY: CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ARCHITECT. THE DRAWINGS, IDEAS, AND DESIGNS REPRESENTED ON THIS SHEET ARE THE PROPERTY OF THE ARCHITECT. COPYRIGHT ORDIZ-MELBY ARCHITECTS, INC, 2010 .■®■..■■ - ■■■■mmo® SHEET TITLE LIGHTING AND POWER PLANS SHEET IDENTIFICATION NUMBER E�2 NONSENSE . ■ommos®■