HomeMy WebLinkAboutCANYON HILLS RD 29989_10-00001363 R�VISIUNS
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CANYON HILLS MARKETPLACE
(TENANT IMPROVEMENT)
29989 CANYON A.-110
LAKE ELSINORE, CA 92532
W�A Y
GENERAL NOTES BUILDING CODES PROJECT DIRECTORY REGULATORY AGENCIES INDEX OF DRAWINGS V zDN
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1, ALL WORK MATERIAL,METHODS ETC.50ALL CONFORM TO 6. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS
ALL&OVeI BULDMG GOODS REWLATIOND AND AGENCIES. ONE VERTICAL TO TWN1Y NORWWAL,IT SHALL COMPLY WIN THE BUILDING 1 Litt OF HM ELSMORE TITLE DISCIPLINE 3 _
PRp/SICNb FOR PEDESTR!AN RAMS. THIS PROJECT SHALL(gMPLY WTN THE L ORDNANCE AND MINER/TENANT: 51465 M R E PROPERTIES NITS 260 30E ELSE TRAM CA 125
EET
2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR HS HORb ALL 346E MGREHOUSE DRIVE,°JUTE]60 LAKE FIN 1)614 31 1 ICTT T-1.0 TITLE SHEET 0 _ V pl
OMESIONS AND CONDITIONS THEREON BEFORE LOMMENCM6 WORK. }, ABRUPT CHANGES M LEVEL ALONG ANY ACCES5BLE ROUTE SHALL NOT CALIFORNA BUIIDMG CODE.ZDOT EDYTION(EMT 2 OF TRUE 240E TIB CALIFGWIIA ^!N DIEI CA n 21.4114 PHONE(
•51)614A774 X7'TI REPORT ANY PECR9SANCIES AND/OR POTPNTA,PROBE&-15 TO THE R 1�
ARCHITECT PRIOR TO PROGEFDN6. PXO®I/11NCN. WHEN ORANGE N THAN DO OCCUR,THEY SHALL BE CODE OF R[EiWCATpNS)SEE III CAJFORNA BUILDING CODE IEL.&Aft TORT 1 p]
DEVISED WTH h SLOPE NO bREATR THAN 1:2 EXGGFT THAT REVEL hTi:GABS TORRA1ES BUILDING Cltt OF LAKE ELSMORE
9, GOVERNING CODES AND FRB DEPARTMENT P LD INSPECTOR SHALL CHANGES NOT EXCEEDING 1/4 MGM MAY BE VERTICAL.WFFN CHANGES GILD NA HSTMCAL BULUN6 CODE,2000 EDITION(PART 10OF TITLE 74OF THE 130 5CUT11 TRAM STREET ARGiREGNRAL
DICTATE M.TYPE.OANITY AND LOCATIONS Of BON TEMPORARY M LEVELS GREATER THAN 1/2 MGM ARE NECE95AKY,THEY SMALL INSPE�MTI�N' LAKE EL9MORE GA g2SSO
CNJFORNA LODE a RE4AATIONB)SQ i5A4A2O CALIFCRNIA ElIIDM6 CODE
AND PERMANENT
PORThBIJE FIFE FXTN6USMR5 N RAJ. COMPLY WTM THE REOUREMPNTS FOR G1R0 RAMPS. A17:BILL
(NBU 6T4-3124 X7D6 4-� 1A J�N F••�
DESIGNER: 2DRAFT460%SO ANA PANS ITT:BILL A1-0 FLOOR PLAN,NCTP9 AND PETALS
4, EXIT LETTERS
HAVING WHRE NOTED OR RL TRUCK,SWJ1.BE SS THAN'E%IT'M p, NAND hCTNATED DOORR E THE P HARDWARE 9HA1 EE OCIICENTEREDD COPEO F R EKTONSOkeA.CODE,2001 EDITION(PART 3 OF TRUE 24 OP TIE GhLPORNIA 'ID4 5 LA,CA.WAY JI2 _
LITERS BSTFTIE AND BR
L STROKE R NOT LC AN/OK RUDE TLAT ARE
37 4 M'SPATE THE FLOOR.LATCHING AND F TRAVEL
DOORS CODE OF REFALATION9)CO 15A4,090 CALIPORNIA ELECTRICAL CODE PH NALA,LA.91541
AND IC:.SUET b'NIGH AND SHALL CONFORM E I CODES AND/OR SKIT ARE NAND ACTIVATED AND LE EFFORT
ARE IN A PAINT TRAVEL, Arr.M(RRI A,BR 57 FIRE A2-0 DETAILS
APPLICABLE II 1 REGULATIONS.Ewt SIGNS MUST PR INTERNALLY PEUTETED. SKILL 8E OPERABLE LEVER
A SINGLE EFFORT BY IPYR NR S.PA W^L CALIFORNIA R MECHANICAL CODE. I10 ELATION(DIRT 4 OF TITLE 240E THE W.IPORNIA AT:MORRIS A.BRN+NSTBN 2500 MAK COUNTY FIRE DEFr.
U.FA,SEC.12UM F AND USCG EEC.NFORI PROVIDE 1YNO ZESERATB A SINGLE EFFORT EY LEVER TYPE DHARE DE.BY PANTO BARS.RISK-RILL CODE OF REWLATIONS)°..E:15A4.040 W.IFORNRA MB'JIMYGAL CODE DEPARTMENT Kwu ns,c kST SR 150
PO'✓E2%FPUES FOR EXIT SIGNS CCNFORMM6 TO U.B.G.5P4.1015.4. ACTNATMG BARS,OR OTHER HARDWARE DEIGNED TO PROVIDE RIVRNDE,GA BOAT
5. ALL TOILET WIDOWS SHALL 5E VENTILATED WIT110NE MR GRANGE FOR H PASSAGE WRNOVT LOOKED
EXIT
THE ABILITY TO GRASP THE OPENING COPE ON Pt.LNBM6 CODE 3004050FARTS OF TITLEMBIN 24 OF THE GLIPOWN
PHONE(.Et)g334T11
EVERY 1S MMVfE9 BY MEG+ANX,AL MEANS,BE APPLICABLE DRAWM65. DI R DIRECTOR
LOLc®EKR DOORS SHALL OPERATE AS ABODE M EbREY CODE OF REGULATIONS)$@ 1SA4.050 CALIFORNIACJJ PLUMBM6 CODE
DRELMJIJ. `*
III
THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESFARY CELM6 OR q MAXHIM EFFORT TO OPERATE DOORS SHAD NOT EXCEED 5 LEE,FOR CALIFORNIA ADMMST III ODS,G 2001 EDITION(PART 1 OF TITLE 24 OF THE TO
WALL ACCESS PANELS(OR ACCESS DOORS)AS REOJRED BY GOVERNING EXTERIOR DOORS AND 3 L05.FOR MT RUOR DOORS,SHALL PULL OR PUSH CALIFORNIA CODE OF REGULATIONS)BE 1504.060 CALIFOENIA ADMINSTRATVE CODE Y\`
A6ENGE5 FOR AR CONDITIONING,PWMII FIRE SPRMRLER AND EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOOR5 AND AT THE
ELPLTIEW.SYSTEMS.PROVIDE APPROVED ASSEMBLIES ATH SELF CENTER PLANS OF SLONS OR FOLDING DOORS.WH"NSATMb PENILE OALPORNW ENERGY COVE,2001 EDITION PART 6ON TRLE 24 of THE CALIFORNIA CODE � N
CLOSING DEVICES N I-ROUR RATED CONSTRUCTION.ALL VALVES MUST BE OR 151 OR FO.DIN6 DOORS. COMPENSAT IN6 DEVICE OR OF REGULATIONS)
PROVIDED An 14M PANELS. AUTOMATIC DOUR OPERATORS MAY SE VII I3D TO MEET THE ABOVE GALFGRNIA REFERENC®STANDARDS GLUE.2001 PSRION,PART 17 TTLE24 G.G.R. Z O �
1. ALL PENETRATIONS OF 1410A FIRE RESSTM CONSTRUCTION SHALL BE STANDARDS. WREN PRE DOORS ARE RECWREP,THE MAXMM EFFORT TO }• N
PROTECTED PITH APPROVED PRE ASSEMBLIES.ALL=75 MUST HAVE OPERATE THE DOOR MAY BE MOREASED NOT TO EXCEED 15 POUNDS. PARTIAL LOT OF APPLICABLE STANDARDS: cWc Z O�
U.L APPROVED RESE'ABIE DAMPERS AT THESE LOCATIONS-TIED 10.CONSTRUCTION:THE BOTTOM 1O'OF ALL DOORS,EXCEPT AUTOMATIC L
FRE BYSTEM. AND SLIDM6,SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOY
d PROVIDE PEDESTRIAN PROTECTION BARRICADES AND/OR CANORES AS THE DOOR TO BE OPENED BY A WMR IAR POOTREST WIT%OVY GRMTN6 NFPA U AUTOMATIC SPRINKLER SYSTEMS 20O'1 EDITION -- W /1
REQUIRED BY THE LOCAL AUINOKMES OR AS NWE55ARY FOR A TRAP OR HAZARDOA GONDITgIL WHERE NARROW PRAMS DOORS ARE NFPA 14 STANDPIPE SYST9N5 2007 EDITION > r U
PEDESTRIAN cyfE Y. USED.A 101 HIGH SHOWN PANEL SHALL BE 14TALIM ON THE PW.AI NFPAll DRY CHEMIOAL EXTINWSHING SYSTEMS 200g EDITION O
g ALL WOW 9705 ARE 2'x4'AT 16'0.C.EXCEPT STUDS MOVING M'-T SIDE OF
FOORESTPUTULLALLOWTME DOOR TOREDARNED BYA Sy. O N
WIEEANAR FOOTREST WTN0111'CREATING h TRAP OR HAZARDOUS NFPA TU2 PEETSTATIONARY
CHEMIIONAR P SYSTEMS 2ooq.4m EDITION ...____......._. _ ._-_. .. LL T- cc
M NBGHT ARE 0 BE H K 6'AT 1D"04.FALLS
A 1M TO NOTED NOM.0 BE ON NFPA 20 STATIONARY PUMPS D001®ITCH D..
PLAN ALL EXT STUDS
H WOOD STUD WALLS ARC B T 2 X 6 ROM,•16' NFPA 24 PRIVATE FIRE MANS 2O0T 151 _ L
O.G.STEEL GT1D5 MAY BE USED IF NPROJFD BY THE ARCHITECT OR 11, THRESHOLDS SHALL NOT EXCEED 11111141111 EIGHT. r
STRUCTURAL SIGNER. NFPA 12 NATIONAL PRE ALARM CODE CALIFORNIA 2001 EDITION
12. THE FLOOR OF LANDING ON EACH 9IDE OF AN EI DOOR SHALL aE (n
10. rn
EVERY EXIT MICR SHALL BE OPENIBLE FROM INSIDE WTHOR THE USE OF LEVE..THE-EAFL AREA SHALL HAVE A LENGTH R THE DIRECTION OF AMENDED(NOTE:SEE UL STANDARD Ml --- --- --
A KEY OR ANY SROAL KNONLEDGE OR EFFORT.SPECIAL LACKM6 DOOR SUNG OF AT LEAST 6O HOMES AMC A LENGTH OPPOSITE THE FOR"VISUAL DEVICES") z
PEVI%SHALL BE OF AN APPROVED ME FLUSH 501TS OR SURFACE DRECTOI OF DOOR SPII OF 40'AS MEASURED AT 111 ANGLES TO W
BOLTS ARE PROHIBITED,UE.G.EEG.1004.9 4 UPI.58C.12.10b(c) THE PLANE OF DOOR IN ITS CLOSED POSITION. NFPA 255 CRITICAL RADIANT FLUX OP FLCV'K 2006 EDITION Q
11. EXIT DOORS MUST OPEN OVER A LANDING NOT MORE THAN V7 BFJ..OW 19. PRIMARY ENTRANCES SHALL BE ALCESIBIE TO THE PHYSICALLY COVERMb SYSTEMG Z c W
THRESHOLD. HANDICAPPFA. NFPA 2'01 CLE M AGENT FIRE E INGUIIIHM6 5Y5TeM5 2006®RICH W I S.
12. OBTAIN TENANTS LA79ST OUTEtA DRANNI AND/OR TENANTS 74. THE SLOPE OF A RAMP SHALL NOT EXGECD I R 12. -._...__ ....._ i� N 4
CONTRACTOR DRAWINGS FOR EXACT LOCATION OF AL PLUMBING, REFERENCE CODE SECTION FOR NFPA STANDARDS-700'1 CEC(SFM)M4.1 J
MECHANICAL AND ELECTRICAL ROU6N-M,5NBi1P5.ETC.1NE 6ENBRAL 15. THE TOP LJNDIN68 ON A RAMP SHALL BE NOT LEY THAN 60 ACNE WIDE
AND El8N6N OF NOTLESS THAN 60 MGNEMTHE DIRECTION --. _.....-....._...
CONTRACTOR b TO O91 PP ITTLN APPROVAL FROM THE TENANTS 20D1 CALIPORNA SOLVING CODE S BASED UPON THE ROOT UEO,=61UPC,2006 MG,
RESRE@lrATM PRIOR TO POURM6 CONCRETE FLOOR BLAB OR OF RAMP R.N.RUN. 2006 NEC AND ORDNANCE 451 OF RNRSDE COUNTY.
APRYMG PM51RES ON THE POLLS. IS. IF A DOOR SWM66 ONTO A TOP LANDING.THE LANDING DEPTH SHALL BE
NOT LSS THAN 42'P LS THE YIIDTH OP THE DOOR.WNp.FULLY OPEN®. ......._........_.__-_.
19. ALL COMMERCIAL TYPE CQOKMNG EQUIPMENT SHALL BE PROTECTED BY THE POOR 614ALL NOT REDUCE THE REGAINED WIDTH OF THE LAMDINS BY
AN APPROVED 6CONTRA FIRE TO 50 SMSH SYSTEM U.F.C,SIC..10815(N MORE THAN 5 f/INCHES.
A LICENSE)G16 CONTRACTOR TO SUBMR SHOP DRAUN65 AND DETAILS
TO THE LOCAL ARE DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION. 1i. THE TOP LANDING SHALL HAVE A WIDTH NOT LESS THAN TT9 DEPTH.
M. PROVIDE A MEN.OF ONE 2AIOSC CLASSIFICATION FIRE EX71WI ME. IS, THE TOP LANDING SHALL EXTEND NOT L05 THAN 24 NICHE BEYOND THE SUMMARY
WNIN 15 FEET TRAVEL DISTANCE FOR EACH 6,000 SO.PT.OR PORTION STRME 50C OF THE POOR AT EXTERIOR RAMPS AND ID MORE AT
THEREOF ON E AN FLOOR.V.P.G.ART.ED.DV.V,U.P.G.STANDARDS 10-I 4 INTERIM KA1P5.
CAA.T-1g SFL.5.29, III THE BOTTOM LANDNG SMALL BE NOT LEY THAN 121NCME DEEP. MAXIMUM ALLOWABLE FLOOR AREA: EXIT/OCCUPANCY LOAD CALCULATIONS: -....-..... ....._ _. .......
15. PROVIDE ONE PORTABLE FIRE EE KITCHEN,WUC4 HAS A CLAY ELATION 20,MTERME2ATE LMPIN66 SHALL BE PROVIDE AT TURNS AND WHENEVER THE ALLOYV.BLB FLOOR AREA
OF NOT LE98 TIWO 40$FOR THE KITCHEN,UPC.SSG.70.513(G) TOTAL OCCUPANCY LOAD
CHANGE M LEVEL EXCEEDS 3a INCHES, MGREA£NOT NEEDED FLOOR AREA 51,Oo0 5C.'UARED FEET
16 THE. NUMBERS
CONTRACTOR SILL PROVIDE AND INSTALL ADDRESSTOREFRONT
MN.NUMBER OF EXITS REQUIRED(TABLE 104). 2 REQUIRED Mn
NUMBERS PER CITY ReO1R R DO O AT TRANSOMS OF STOREFRONT 21. NOTINTIMMIDATES THAN
LANDINGS ON INTERMEDIATE
RAMPS SMALL HAVE A DEPTH OF BUILDING GONSTRUGTION AND(.LASPJIFIGAT DIN:
AT TURN
ENTRANCE
THE[ RE DOORS IF REOURED BY bOJBRNMG AGENCY GREATER TITIAN DEGREM 94ALL NOT BE�TMNAN 6 FEET N VEI FULLY 5MNKLERED-ONE STORY OCCUPANCY GROUP-B NEII AGNAL NNMSR OF '^ROVE°` 2 PROVIDE° VICINITY MAP(FOR REFERENCE ONLY)
IT.
ED 0.ALL EXPOS ELECTRICAL EQUIPMENT SHALL BE PAINTED r BUILDING CONSTRUCTION TYI Nil PuLLY SPRINKLRBD)
YU 0 MATCH Il RAMPS SHALL BE NOT LESS THAN 4 FEET LE. MIN.FX1T WOTH RFLLR®.31= 1'MM.
AD.IACER SURFACES-INTERIOR 4 EXTERIOR.LAC. 23.RAMPS SERVING A PRIMARY ENTRANCE FOR AN OWU'ANT LOAD OF SW EXITING CALCULATION ACTUAL III WDTH III- b'-0'FEET
I ALL EXPOSED PLUMBM&541-1-BE PANTED TO MATCH ADJACENT OR MORE SHALL BE NOT L.E55 THAN 5 FEET WOE. TOTAL BUILDING AREA 1,101 S.F. 2
SURFACE-NTEICIOR 4 EXRROR.UNA. 24.HANDRAILS SHALL BE PLACED ON EACH SIDE OF EACH RAMP AND SHALL EIONRQOM.^L- 94B S.F./90 O.L.F.v 52 OCC. •MINI NUMBER OF EX15 RECURED(SECTION 1005.1.)
iB. THE GENERAL LION OF THE SMALL EMPLOY A LICENSED W 6'16 CONTRACTOR
EXTEND 12 ACHE BEYOND THE TOP AND BOTTOM OF THE RAMP. 9T TR V T59 S P1 O F..3 O
TOTAL OCCUPANCY LOAD 35 OCCUPANTS
FOR TRACTOR SHALL
OF THE REEXISTINGSHOP
AUTOMATIC PRE OBTA AP SYSTEMS. b.S/RFhCE OF RAMS SHALL BE SLIP RESbTANT. SCOPE OF F10RK
CONTRACTOR SIRED PREPARE SHOP D 1 WN R AND O GO APPROVALS u x 02 IE6R!5 COMPON@IT1= THIN
FROM OWNR,PRE SUBMITTAL T AND ONR RELUFOR GOVERNING 2b ALL BLLDING ENTRANCE THAT ARE ACOEEB C TO AMC USABLE PI PBMON6 LINEAL EAT REED:ED: PROVIDED:W FALTT7 MPROVE NTH
ONE
POOR NUTANC AWM6 ONE NEE NON-OHdRM6
,CIF To PRIOR TO SUBMITTAL TO THE GENERAL LNPECT FOR TS APPROVAL. WTH SSALE ROU AND AT EVERY MAJOR DI TIN ALONG OR LEADING TO AN NO.OF EXITS REOVIR®:(2) PROVIDED:(21 PARTTKJV WALL WITH ONE NOR,ONE WNWW AVO TWO CURETS.
IMBP TO ANY OR COOKION. CH OF5CONTRACTOR SHADE AO INTERNE 8011E OF TRAVEL SHALL BE D AND WINS A SOON DbPUYMb - .-
RESPo IN R FOR COMORX ANDN OP SYSTEMS F THE S STI SCHEDULE THE MT574ATII SYMBOL IL D,TO 5 BLITY AND PE SONS ALONG
O A
WITH OTHR RELATED Y40RK AND CGMREfION OF THE SYSTEM. DIRECTIONAL SIGNS,AS RECOILED,TO BE VISIBLE TO PR90N8 ALONG 1 ' r I I-.}"'L P"L..
19 IT. b TIE RESPON51 ILt(Y OF THE GENERAL CONTRACTOR TO ENSURE PEDESTRIAN PLAYS.
SURE THAT 4/ � :- }•.' N( P
ALL SUBCONTRACTORS HAVE RTVIENED THE ENTRE SCOPE OF THE T. WHEN PERMANENT DENTIRGATION 19 PROVIDE)FOR RC0145 AND SPACES.PROJECT THAT IMI h 4 L 11 V V 1 ( 1
THEERAL CONTRACTOR
RSHAL DDIETING OPERATIONS, bUSE ABBREVIATIONS
p. THE SU RG S W DEI6NATE A QUALIFIEDIONS,NR90N FOR THE RIGHT. ELM �FM FLOOR G.I. GALVANDID IRON
TO THEIR ALL SUBCONTRACTORS ARE RAISEPLETTERSSHALL BE FROAPED AND SHALL BE ACCOMPANIED BY SCHEDULE OF SYMBOLS
o
TARP
S.
RM-M TO EA ALL RELATIVE WCRK SHGW ON`Y.TY"P","G.. BRA"M CONFORMANCE WITH SECTION 111735 6.SIDS SMALL BE INSTALLED
'R"DRAAN55 AND SPECIFICATION MANUAL ON THE WALL AD.LACENT TO THE LATCH OUTSIDE OF THE DOOR,WHERE THERE 5
NO WALL SPACE ON THE LATCH SIDE,INCLUDING AT DOUBLE IPAP p00R5,
SIGNS SMALL BeBE PULED ON THE NEAREST ADIACENT WALL,PREFERABLY ON
M.MOJNTM6 HEI6MT SHALL BE 60'ABOVE THE FINbMm'LOOK
TO THE GRID NUMBER XO WNDOW NUMBER ALUM. AILMMM 6TP. GYPSUM
CERTBE.AE OF THE SEA.MOANING VOCATION SHALL BE DETERMINED 50 THAT PAVM6 MDR. HEADER
71, GENERAL CONTRACTOR SHALL PROVIDE A CONTN.gJB MIATGHMAN /� N.G. 4IOL1GW CORE
501 UURIN6 IDIP INSEI WHEN JOB SITE S 54VT DOWN. A PRSGN MAY APPROACH 4TTNM B"PI 5IIN TH1 WTHOJi ENCGUNTERM6 (v, DI DOOR NUMBE3 &S AR CPv`T4 ONM6 ;Y A
PIROTTJDIN6 OB1G'S OR SThNDMb WMN THE SWM6 OP A DOOR. i AS.R NlTOMATG SPRMKLPR RSR MAX MAXMM A
22. GENERAL CONTRACTOR SHALL BE RESPONSBRE FOR SPECAL - BUILDIN65ECTON Q BLO6.w. BOARD MFl. MINIMUM AL _• •7�`)- /YG�J _...-,".�
PRECAUTIONS BLOW AS 5HON IN6 OF MA50NRY FALLS AND TEMPORARY 1 PLAN CHANGE/BULLETIN Bar. BOTTOM MCI MINIMUM
TE BRAGMG OF 51RVf-TIRAL STEEL 14DRK TO PREVENT WINDSTORM I BLOC BLACK MA. MASONRY OPENING `
DAMAGE U.RMG CONSTRUCTION. TELEPHONE(WARE OCCGCR9) �"� YALL SECTION Q M.H, MATINEE :`f L�y+�N
29. GENERAL CONTRACTOR SHALL BE RESPONSIBLE N FEE"COMOSTELE 9 ADDBNWM CONTROL NIA. NOT M CONTRACT Ni .. 'Y.
1. 30"x4D'MM.CLEAR 4 LEVEL FLOOR SPACE(FOR FO4YWRD OR PARALLEL G.J.G.l. CONTROL JOINT '
MATERIAL INCLIAM6 CRATED EQUIPMENT TO A MINIMUM AND AS FAR APPROACH)SHALL BE PROVIDED.ADI SECTION 4.31]. 9 1 CLG LBLING N.T.S. NOT DI SCALE
DETAIL REFERENCE / CLR. CLEAR of.. ON CENTER "
AWAY A5 POSNBLE FROM BUILDINGS UNDER CONSTRUCTION, Z. hN ADDITIONAL WE O NMIMM CLEAR PEAR F SPACE ADJOINS ONE 8 / D(5TIN6 GRADE DPP. OVER<JTE '
UNOBSTRUCTED SIDE OF THE 4 4. CLEAR FLOOR SPARE SHALL BE /// COL. CONCRETE
OD. OVERFLOW DRAM q6 1!
24. CONTRACTORS JOB SNPIK SHALL NOT BE FLAG®W6THM LOCATION Q PROVIDED.hDAAb SECTION 4,261. X LONG CONCRETE 03. OVERFLOW 50JPRR
BUILDING STRUCTURE. O KBIMOT� G.T. CERAMIC TLE IL PROI LIKE
3. FORWARD REACH TELEPrONE-HIGHEST OPERABLE PART S A MAxIMM OF F'ROPCSED GE. CATCH SIGN ELMS, PLUMBING
25. ELMS POE ALL PXED OR PROTECTION IOJIPMENT SMALL ID SIIBMTTED 4D"ABODE THE FLOOR,ADAAS SECTION 4.31.3 AND 4.2.5. ,n
TO THE FIFE MARSHAL FOR APPROVAL PRIOR TO INSTALLATION. D.S. DOW SPOUT PR� PONE TION v
HTH T HEU 3 C. I AUTOMATIC I-1. FIRE SPRINKLER SYSTEM SMALL COMPLY 4. SHOE EREACHTHE TEJ.ETIIONB-HIGHEST OPERABLE A PERT 5 A MAx1MM OF 54" I)atl' I -22i-I()
WRH THE USC.STD.N0.41. ABOVE THE FLOOR.ADAAG SECTION 4.91.5 AND 426. GENERAL NOTES COAT. ce* PETAL R.P. RWP DRAIN
E.J. ELECTRIC DRINKING FOUNTAIN REAP. REINFORCED Scale
26. PROTECTIVE STEMS O PROVIDE A UL.LLONIN O CENTRAL STATION S. NOT51F'2PNONEa MOUNTED DAbON4LLY M A CORIRR THAT RBOVIRE E.J. EXPANSION JOINT MG'0 RECLRED /
N6NALM6 SYSTEMS TO MONITOR THE FOLLOWING: WNE=LOIAR I.` R!TO RFACN DIAGONALLY SHALL SAVE THE HIGHEST PLKC. ELECTRCAL FE SIMILAR I `r Drawn M. G.
6)SPRNKLR SYSTEM IWTRFLCW OPEIRA0IE PART NO H16LM THAN 54' LAVATORIES (E) EXSTN6 S.P. 52AARE FOOTAGE I )
b)ALL PRE PROTECTION VALVE OF 2 1/2'OR LARGER. 1. LAVATORIES SHALL ES MOAT®WTH A CLEARANCE OF AT LEAST Z°' E.TD. EXTENDS TO DECK STD. STANDARD job 10002
b. AT LEAST ONE IN EACH BANK AND A TOTAL OF AT LEAST 25%O'THE ��"O^".�s
Zl. BULLDM6 OCCUPANT SHALL SECURE PRMIIS O WIL ED BY THECCU FRB DEFT. FROM THE FLOOR TO THE BOTTOM OF THE APRON WIN KNEE CLEARANCE F P. EXPOSED TED TO BE
\
TOTAL NMBR OF VOLUME
CONTROL.
A IN THB ECTIONG OR PAOLPY ARE F.O. FLOOR DRAIN
FROM THE FIRE PREVENTION BUREAU PRICK TO BUDDING OCCUPANCY. TH.D. TO BE DETERMNED BY
laJPRD WRNS A VOLUME CONTROL.ADAAG SECTION 4.1,9. UNDER THE HE TO IN E CLEARS A E SHALL OF TO M AM NTH Y MM. F.N. PRE HYDRANT 01 • P �/*
FM FINISH TA.C. TOP OF CURB Sheet
D. AIL ACGES 5REPALKS SHA T. COWAONE REQUIRED TO HAVE A VOLUME CONTROL ARE HEARING AID DEPTH AT THE TOP TOE CLEARANCE SHALL BE THE SAME WIDTH AND TJ. TOOLED JOINT
COMPATELE AND ARE IDENTflED BY A SIGN CONThMMG A PROTON OF SHALL BE A MINMM Q 1l"DEEP FROM THE PRLM OF THE LAVATORY F.F. FINISH FLOOR 1. WALKS AND SIDED BYS SHALL NAVE A CONTINUOUS COMMON SJRPK#, FLR FLOOR
NOT INTERRUPTED B:'STEPS OR BY ABRUPT CHANGES M LEVEL A TELEPHONE MhN05ETYR11 RADATN6 SOUND WAVES. AND h MINIMUM 9 INCHES NI6M FROM THE FLOUR. TA.M. TOP OF SHEA HRY
FA.G. FACE OF MASONRY TA.S TOP OF SAR IN6
ExGEEDMG 1/Y'AND SHALL 0e A MINMM OF 48 MCNES M WDTH, D. VOLUME GOITR01.9 CAPABLE OF A MI OF t7pbh AND A 11AXAMUM OF Z. FWCET CONTROLS AND OPRATN6 MSCNANbMS SMALL BE OPERABLE P.O.M. PACE OF MASONRY TA.P. TOP OF PARAPET .M
2. SLA FACE5 WRH A SLOPE OF LESS YHAN"A"GRADIENT
SHALL BE AT 1BdL A ABOVE NORMAL ARE PROVIDED.ADAAG SECTION 431.5. YNTH ONE HAND 4 SHALL NOT"IIRE TIGHT GRASPM6.PNOWNG OR fA5. FACE OF STUD M. TIRCAL
LEAST AS SLIP REisTANT A5 DESCRIBED AS A MEDIUM SALTED FWb41. TNSTM6 OF THE MAST.THE FORCE REQUIRED TO ACTIVATE CONTROLS P.S. FINISH SURFACE U.NA UNLESS NOTED OTHRASE i �� ■O
3. SURFACES WTH A SLOPE OF 6%GRADIENT SHALL BE SLIP RESISTANT, I. AVAA6TIELLE-H SEOTOsamNSMA81.6,LL PVlN NlfTOII CONTROLS P AVAILABLE.
SHALL BE NO GREATER THAN 5 CBS.LEVER ORRATED,PU9N-TYPE,AND W/ WITH
4. =IRI CAI%OPE SKILL NOT EXCEED 1141 PR FOOT. CONTROLLED MBCNANSMS ARE EXAMPI-45 OF ACCEPTABLE DESIGNS. AN. PLAYER NEATERAfIrRMIT
S. WAXS,SIDE'ALICS,AND PEDESTRIAN YIAYS SMALL BE FREE OF 10. HANDSET LGRD 511ALL HAVE A MMIM)M OF 74'IN LENGTH. 511 CLOSING VALVE ARE ALLOWED IF THE FAIIET REMAINS OPEN FOR PROJECT BU
GRATNGS WHENEVER POSSIBLE. FOR GRATIN&S LOCATED IN THE 11. TELEPHONE BOOK,IP FROVDED,SHALL N LOCCATED TO COMPLY KITH AT LEAST 10 SECONDS OI Sheets
SSHALL E OF ANY OF THESE MESAS,GRD CPENM65 IN GRATING REACH RANGES.ADMG SECTION 437.1, 9. GENERAL GONTRAITOR 5 TO VERIFY,M ADVANCE THAT ALL BACKING EEE��f
SHALL BE UNTRIED r0 1/2'IN THE pRECTON OF TRAFFIC FLOW, METRIC M LWATORY WADS ARE NOT A V N CE,T ATN ANY OTHER
TEEMS.
I. CUNI'HAC'ttXR SI4ALI.FIELU VERIFY FXI511N(i(:ONUI'170NS AND Clx)RUINA I'k'.Willi 1. ALL.CON5'1'HUCT'ION SHALL HEACCEtiSIHIE BY UISABI P,I 11'PRSONS PER CODE CHAPTER 11 B.
ALL OTHER TRADES.INCASE OF DISCREPANCIES OR ANY POTENTIAL CONFLICTS, REVISIONS
INFORM THE ARCHITECTAND ENONFER IN WRITING PRIOR TO START OF WORK. 2. ALL PA'ITIS OF TRAVEL WSIUIi BUILUWOS ARE RI:QUIREU TO COMPLY WITH CODE SEC.I004.
2. CONTRACTOR SHALL VERIFY EXACT QUANTITIES,LOCATIONS AND HFJOHTS OF ALL 3. ALL EXIT SIGNS ARE REQUIRED TO COMPLY WITH CODE SEC.1012,10123.
OUTLETS WITH TENANT AND/OR ARCHITECT PRIOR TO START OF WORK.
4. ALL FINISHES NEED TO COMPLY WITH CODE TABLES&A,8B.
5. SITE.PARKING IS REQUIRED TO BE ACCESSIBLE FOR DISABI.FD PERSONS CODE CHAPTER 1 I B.
REFER TO PERMIT NO.10112685 FOR SITE PLAN DIMENSIONS ADD ACCESSIBI TY.CODE
COMPLIANCE IS REQUIRED PRIOR TO CALLING FOR OCCUPANCY PFRABT. S 0 YI
SCALE: xTs N#
n GENERAL ELECTRICAL NOTES 6 DOOftSCHEDULESEE5/-ALL EXTERIOR DOORS ARE EXISTING.
7. WINDOW SCHEDULE.SEE 4/- OX < x
(E)RESTROOM I. FOR RECEPTACLE CIRCUITS&120V BRANCH CIRCUITS,UNLESS NOTED OTHERWISE, '0y mr
PROVIDE TI4E FOLLOWING CONDUCTORS:(1)#12 CONDUCTOR FOR EACH PHASE-(TE. •9J� 1.'(�
103 CIRCUIT NUMBER)&(1)SEPARATE DEDICATED#12 NEUTRAL.CONDUCTOR FOR EACH I # SS
SINGLE 120 VOLT CIRCUIT OR FOR 2 TO 3 CIRCUITS PROVIDED THEY ARE:OF SCALE:
DIFFERENT PHASES;(1)EQUIPMENT GROUNDED CONDUCTOR,SIZED PER C.E.C.FOR GENERAL NOTES
1
CIRCUITS TO COMPUTER/DATA EQUIPMENT,PROVIDE DEDICATED NEUTRAL.FOR EACH
CIRCUIT. `
2 FOR UGHTING BRANCH CIRCUITS,PROVLDETHE FOLLOWING CONDUCTORS:(1)#12
CONDUCTOR FOR EACH PHASE(IE.CIRCUIT NUMBER);(1)#12 NEUTRAL CONDUCTOR EXISTING 2x6 WOOD STUDS @ 16"O.C.WITH EXTERIOR
I FOR A SNOLE,120 OR 277 VOLT CIRCUIT,OR(1)#12 NEUTRAL CONDUCTOR FOR 2 OR O CEMENT PIASTER OVER PLYWOOD ON EXTERIOR SIDE AND
3 CIRCUITS WHERE EACH CIRCUIT IS ON A DIFFERENT PHASE;(1)EQUIPMENT ONE LAYER OF 5/8"TYPE'W GYP.SOON INTERIOR SIDE.
GROUNDING CONDUCTOR,SIZED PER C.E.C.ART.#250(DO NOT USE A COMMON
NEUTRAL FOR MULTIPLE CIRCUITS ON SAME PHASE)(1)INTERCONNECTING CONDUCTOR BETWEEN EACH 3-WAY AND/OR 4-WAY SWITCH. EIRIZIM NEV NON-BEARING 2X WOOD STUDS I6"O.C.BRACED PARTITION STUD
WALL WITH WW GYP.BD.ON EACH SIDEAND R-13INSULATION BETWEEN
STUDS.SEE DTL 5/A3.0
KALE:
BRANCH CIRCUIT WIRING NOTE 7 1 SCALE: U ZN
STORAGE ROOM WALL LEGEND 2 Z 0
I. THE.FIRE.ALARM SYS'11A DRAWINGS WHEN REQUIRED SHALL BE PROVIDED BY IffI11— '.... `u,wigg oNi u�
'THE OWNER'S DESIONAIED FIRE-ALARMCON7RACTOR UNDER A DEFERRED Oj (E)ADA CQNPLAXT UNISEX RE'STROOM
1 02 APPROVAL PROCESS.
(✓h NON-BEARING PARTITION WALL•SEE 4/A2-0 1-°
2. FIRE ALARM SHOP DRAWINGS SHALL BE SUBMITTED TO THE STATE FIRE O m -�m M
MARSHALL FOR APPROVAL WITHIN 14 CALENDAR DAYS AFTER NOTICE TO (NI)ELECTRICAL RECEPIACLFS-NGTAL INTO EXISTWO OUTLETS OR USE
PROCEED.
Q FE T WO HF.HE ALARM SHOP DRAW S SHALL.CONTAIN T FOLLOWING O UNUSED BREAKER AT ELECTRK:AL PANEL
IREAENTS
A. INDICATE WHAT TYPE OF SYSTEM IS BEING PROVIDED. O (E)DEMSING WALL
B. PROVIDE CATALOG DATA,SFM LISTING NUMBER,AND MODEL NUMBER FOR
EVERY FIRE ALARM SYSTEM COMPONENT. O (E)ELECTRICAL PANEL
C. PROVIDE SINGLE LINE,RISER AND POINT-TO-POINT WIRING DIAGRAMS. O (E)EXIT SIGN COMPLIES W/CODE SECA 012,1012.3
D. AN EMERGENCY WARNING SYSTEM WITH VISUAL STROBE DEVICES S
IN:QL RED FOR THE HEARING IMPAIRED. O (E)STOREFRONT
E. INDICATE THE CONDUIT SITES,QUANTITY AND TYPE CONDUCTORS,AND
WHETHER E SYSTEM IS POWER LIMITED OR NON-POWER LIMITED. (E)HANDICAP ACCESSIBLE ENTRY SION:PROVIDE AND PERMANENTLY AFFIX
F. PROVIDE BATTERY CALCULATIONS FOR THE ENTIRE SYSTEM(24 HOUR O A MIN.6 x 6 PRESSURE SENSITIVE DECAL.
V l�. PROVID FLOOR PIA�SH OWING LOCATIONS OF ALL FIRE ALARM
EQUIPMF.Nl.INTERCONNECT WIRING,REMOTE POWER SUPPLIES,AND Z N
ANNUNCIA I'ORS. Q
Lu ?rP I I. TO E EXISTING FIRTHE
H SYSTEMARM SYSTEM.
OR INTERCONNECTED KEYNOTES S`�`E 3 w Z Lo
E^ 11'S' 4-0 7• 3'-0" Lo
1. PROVIDE VOLTAGE DROP CALCULATIONS FOR THE LONGEST RUN AND THE Q
CIRCUITS WITH THE LARGEST LOAD REQUIRED[DR BOTH INITIATION AND w Q
(n SIGNAL CIRCUITS. > U U
3. THE WORK SHALL NOT BE STARTED UNTIL THE DETAILED DRAWINGS, O - O
SPECIFICATIONS,AND ENGINEERING CALCULATIONS HAVE BEEN ACCEPTED AND Tl w
O D APPROVED BY THE STATE FIRE MARSHAL.CONTRACTOR SHALL PROVIDE 4,An ccr CC
Q 2 I 01 APPROVED COPY 7O THE ARCiII'I'ECT. CL
1 w 0
z_
Q 3 1•'- (n
Q J
FIRE ALARM DEFERRED APPROVAL NO S"LE` 8 Z `00 Y
y N
tl EXISTING EMEROFNCY LIGHT WITH BATTERY BACKUP
V.V DUPLEX RECFPTACLE AT 10"ABOVE FINISH FLOOR UN.O.,NEMA 5-20R
I minim
T 4
ELECTRICAL LEGEND SCALE: 9 O
SHOWROOM .c g
WINDOW SCHEDULE SLATE
101
I i1Nt).. 1 itvlvii Ill"=1-0" 4
1
A2.0
"DOM TO BE TIIFLY DOOR SYSTEM ZQ
Date II-28-10
r'
Scale
HARDWARE GENERA.NOTES:
SHA Drawn M.J.G.
1.ALLOWABLE51&%. R(NtECLOSIiRDO0RS;!REtiBS. BE
5 LDS.FOR INTERIOR DOOIRs;S.5 LDS.FOR Jon 10002
EXTEWORDOORS,
FXIi p,DOORHEFFORTB LEVER
LOCATED WITH
--_ SINGLE EFFORT BY LEPER LOCATED 6B
37'A.F.F. Sheet
3.MNTMCMATED DOOR OPENNO HARDWARE
7Q ASHALL BOVE BE CEWERED
FLOOR.BETWEEN W AND 44"
4.EXIT DOOR WAYS SHALL BE NOT LESS THAN 1
C, 3C W W DTH AND NOT LESS THAN e'-0 IN
HEgHI'.Fl FA IL, n4G.UDINO PANIC
HARDWARE SIHLL NOT REDUCE THE OPENN(1
TO LESS THAN 32'CLEAR WIDTH.
5.EXIT DOOR LEAF SHALL NOT EXCEED 4'
IN WIDTH. OF Sheets
PROPOSED FLOOR PLAN w 0 10 DOOR SCHEDULE - '-0. 5
(2)1 W IAWER'IYIP F9.. q'U 1 V
"L11' 'NAILIWi @ SPLk;E SEE PLANS:
IN@6^OC Cs'$11,1CLlAM L (S)INSTAGGERED 1, 1 REVISIONS
STAGGERED EACH SIDE,OF SPLICE BAIT'/SOUND
2 x WD.STLDS AT INSULATION AS OCCURS.
16'O.C.,METAL
('1 1 W'IN ES — 4x8 UNO STUDS SIM.
DDL STUD ES OF EQ. E.Q.
OPNOS,OVER W-O'
(4)1 W EE CONE.CAULK EA.SIDE
FREFWISHFD STEEL
ALL STUD SIZES: DOOR FRAME,SEE
2.4 Q 16"OC UNO SPECS. /
r— I ¢4 R UEA.IK.. DOOR,SEE
STAGGERED
NO SPLICES DOOR SCIEDUIli
(2)1N EN EE T&B S•SPEC.
CRIPPLE IF CUT FOR PIPE EXCEED
STUD iT� I/3 SILL WIDTH ADD AB ES
(2)I N 2x PTDF SILL PL. NOTE:
PL. REFEN 7()SCHEDULE
FOR
R DOOR SIZES.
:... ;
-- 4 1/2'AIIN
41i2".MIN ux 3 C
q.•�� *ANCHOR FRAME AS PER MFO.RECOALMFND.
* FRAME. Q•
^Hll'I'f Jc1W'T TIMELY TYPE, '9J�2
INTERIOR DOOR HEAD / JAMB SIM.-- S 1 0 Z€�N
'Oz O �rn
SCAUi:INTERIOR DOOR HEAD / JAM SIM. 4
(E)ROOFNIEATIIWO m r
C ^
2.BLOCKINO -TYP. Q O S
\\ (E)INLSIIIA'I10N
\ \ 2-2x6TOPPLATEW/2x
(E WIREHANO RAC ERS \ \ / / DNAO.WD.BINOALT. \
TYPICAL• \ / DIRECT10N.(0)MI)NAILS
2 x BLOCKINO
w. N
Z
0 C',
Lp
(E)SUSPENDED Z '-" N
ACOUSTKAL CEILWO W Z
WHERE OCCURS
JS/8"(NP.BD.601H SIDES W Q Q
> U U
U$,UMSEr PNOINS 2x4 WOOD STU0.S O
)CCNESR-17900.13V DI"V LOiZ AT 1WO.C..STE
ER POW DRrWNPNSWITH 2/4' ILOOR PLAN/SHT.A-I a
EMBED .0
r
EMB 1124'O . c w O
Q ' w
rn
W rn Y
~ N
TYP. BRACED PARTITION WALL scALL: 2
a
0
Date II-2E-10
Scale
Drawn M.J.G.
Job 10002
Sheet
A2-
Of Sheets
NOT USED '-�"' 3