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HomeMy WebLinkAboutAdministrative Permit APX2018007 - Plans54.2,3 S 5569E5 \ 52.46/ 52.gl FL\ i53.Or s . / 1,5,3_901-C 2/ 54 531C / 54.15E5 54.; \ \ \‘.V90 161OP .90.23TOPA \/ \\ ,- EXISTING3-STORYSENIORHOUSING,ZONED:SP14 ,,i// \////////////////// // -_/////k //1/1/////- <1/ / ////// //, ///%//- // // Wz //// W/ //////1/4 ?/// //// %/'/, // /4 ///t, //2 ///1/// :/ //////& '56.65' 5 x 56.23f-.5659E5 '56..14FS 56.55, ,_.5 .56.57F5 -56 55.9560 55 95TC 55.4555 55.01F5 556555 155.7950 55.57FL 55 50FL ADJACENTDRIVEWAY 95 6 -P-7 260-5 1/2" 56 55.75FL 55„9051 I I . Fx„I i ,cP 13 - 6264TC /62.19EL 6227E5 62.66 TO 6211FL .- 622655 655350 .22 65.115NC _c) 54.6455 4.6455 -14.581 OLE 'LY 53.94TC / 53,375T / I 5.3.44FS/ 53 767-- 1 5,317‘L 5' 55E5 iLD 53 797-0/ 3 281C LLI LU Ce 5, PD 53 liLJs ,‹ 5Lu DROP ,i-tAREA 5.5.21=L 56 12FS 76TS vorailsommommonummiumensomiseimummummummonummommomminEmainisummommounomummiumummusumumem.lommilsomdriarriarrnmuirrumnruirmrimm•srallsrammunsmimmrsrmaisrismirimmarrirmaimiriarrnmeiromnin 1111-Martviiiiierimiligo „25;5 " I 1111;1111 11. --------- BACKFLOWFORBUILDINGFIRESPRNKL BACKFLOWFORDOMESTIC-WATER BACKFLOWFORIRRIGATIO \-4 r - 6117-cr , ipROPOSEDSENIOR CAREBUILDING 7-1 1:‘1L\41x/TzE,,,a(irrj BE2-HRFIRERATED.SEEDD/A1.1A, NOTE:ALLEXTERIORWALLSTO =-7/ -4 vAl ' :P,ROPEI3TYLINE 6179TG°J 79TCP 64 45O956249 TOP 0, HII IIIIIII N'-/\-- n r1 III 1r .rn -, _ c.1 .['n II 1,r----,„ 1II NE il /YN IIliTRASH ,\_ , ENCLOSURE- 1 , I A:› I ,,IILI),IL ii RF" WILIPMFDIMI-77=li 56.6/F5 6710TOF 68.491-0_, 55.97E5 6 iN` 42.757-C 40FS -2.25FL . 1- 64.-47OFF-- 3.95T-5\„ 6253FT I - 517FNC-CI / 316655 H62.81TO 6/4755 63955.5 61.27N6 - STEPPEDPLANTERS-TOTALRETAININ . 6%0"STUCCO 62 o2.941C I 4917PROPE NE. 6.3.70A-17 „ f 62'5/61FL i 6Fs .0/NO//8,104TOP 926A1TC 6260655 86.62 TOF / /EXISTING2-STORY ,{APARTMENTS,ZONED:RM A/. 7/i/-///7,-Y%64.04NG EXISTING2-STORY APARTMENTS,ZONED:RM END FENCE 1.5' HILY JOBNO: SCALE: ASSHOWN DRAWNBY: SJO DATE: MAY 8, 2018 COPYRIGHT 1 ffMS-R 5. 111Winn' P.-WI,P1:1iswir2PW-Ivax&t:I 16,RHtADI A4 -k1 m'EALEI...a.k....voiw -4°14014,0404WV#Vrtrir.V4TrtintVA-.dale'Ofika", . tikklil roLA.•441..Aal*_ 1,416•14 A*****Altrv"PI'ItimiLV:..::+lett Am-Alii=11111•11.. Iudi,A 1.PETPARK: 42'-3''LII allIMIM. maNIMMINIessonwasionsionanewitimmrs- _ _.........._.,...... .. KCURB 1.5 `6,V;.35 1'`i2,3I,,6' IOTOP4 V / , 24W CLEAREVA. GATESATFIRELAN I7-,T-0"STUCCOWALL 16:11S0 ;( . 62?2FS 6;"7.76.i_op • 5 z /1 T ,I 66FL I SEE5/A7 FORGATEELEVATION 7 1_1 ON PROPERTYLINE.I - , -.,1- BOX -4.22E5 ' W I . /1 /BACKFLOWFORONSITEFIREHYDRANT ,*0 , '/AMO/V, .?, /S .'' / . I .- " :PROPEATY LINE - 1 ' , • , , , . x 67,8, i_s::TERati 13;E',. , bf.88-Ls', „„ , , 4WALL LINE91477 RE:71:2:1''F15-1 54.75FS 7, , 4,)-A(rit)MAX.STUCCOWALLINFRONT Id-1 -ro ,W.17 4'.77:GE:okiWLEAA:LLT`77 4-(r STIJICCOWALLONPROPERTY;, ,I'')i N -- . , - 2.24NC / / ' \\' ' \ \EXISTING1:STORYSKILLEDNURSINGCENTER,ZONED:Rk ° 4 ° ° '. . . '/ EXISTING2-STORYAPARTMENTS,ZONED:RM ' / /.. ; ,! 6175E5 ."6?.27T:, (I) 5.3FS L. VAST W'LY 61.75F5 79.758TOP 64.05TC 6712407 62.72FL17/ 62'k:''n 64. 06LIC/ .1-2.-3-1C a x 64.7/N7 END FENCE 36Fc EXISTING2-STORYSINGLE FAMILYRESIDENCE,ZONED:RM / 91.86TOP o4 51FS C7:1of flunition Beach Cc,,..-:mert of Devolu;nu.,r-APPROVED. Feiftek.:1-es ftiow slow c r,rdrig MomNal iat"""di M7IM GNT toad REVISIONS: • 5377TC / 571 oa 55.31E5 Property Owner William Gallaher Oakmont of Huntington Beach LLC 9240 Old Redwood Hwy, Suite 200 Windsor, CA 95492 [t] (707) 535-3200 Architect / Applicant Paul Bunton, AIA Advocacy Development Partners 3775 Beacon Ave, Suite 229 Fremont, CA 94538 [e] paul@advocacydevpartners.com / III (510) 612-4774 ACCESSIBILITYNOTE. ALL EXTERIOR PATHS OF TRAVEL ARE TO BE ACCESSIBLE PER CBC 1110A =ADA EXTERIOR ROUTE OF TRAVEL IFS IFS 54,I2FS SHEETNO: 1717 SITE PLAN SCALE:1" = 10'Al LEGENDTWOWAYCOMMUNICATION: CBC 1009.8.1 SYSTEld REQUIREMENTS.TWO-WAY COMMUNICATIONSYSTEMSHALL PROVIDE COMMUNICATIONBETVEENEACH REQUIREDLOCATION AND A CENTRALCONTROLPOINT LOCATIONAPPROVED BY THE FIRE DEPARTMENT.WHERETHE CENTRAL CONTROLPOINT IS NOT A CONSTANTLYATTENDED LOCATION.A TV/O-WAY COMMUNICATIONSYSTEM SHALL HAVE A TIMEDAUTOMATICTELEPHONEDIAL-OUT CAPABILITY TO A MONITORINGLOCATION.THE TWO-WAY COMMUNICATIONSYSTEMSHALL INCLUDEBOTH AUDIBLE AND VISIBLE SIGNALS. 1009.8.1.1 MSIBLE COMMUNICATIONMETHOD.(DSA-AC AND HCD 1-AC) A BUTTON COMPLYING'MTH SECTION 1138A.4 OR SECTION11B-205 AND 11B-309 IN THE AREA OF REFU. SHALL ACTIVATE BOIH A LIGHT IN THE AREA OF REFUGEINDICATINGTHAT RESCUEH. BEEN REQUESIEDAND A 1.I.T AT THE CENTRAL CONMOL POINT INDICATINGMAT RESCUEIS BEING REQUESTED.A BUTTON AT THE CENMAL CONTROL POINT AND A UGHT IN THE AREA OF REFUGE INDICATINGTHAT THE REQUESTHAS BEEN RECEIVED. 1009.8.2 DIRECTIONS.DIRECIONS FOR THE USE OF A TWO-WAY COMMUNICAllONSYSTEM,INSIRUCTIONS FOR SUMMONINGASSISTANCEMA THE TWOWAY COMMUNICATIONSYSTEMAND WRITTENIDENTIFICATION OF THE LOCATIONSHALL BE POS. ADJACENT TO THE .0-WAY COMMUNICATIONSYSTEM.SIGNAGE SHALL COMPLYWITH CHAPTER11A, SECTION1143A OR SECTION11B-703.5 REQUIREMENTSFOR VISUAL CHARACTERS. GENERALNOTES 1. COMPLYVAM ALL PROVISIONSOF THE 2016 CAUFORNIABUILDINGCODE (CBC). THE 2016 CALIFORNIAELECTRICALCOLE (CEC), 2016 CALIFORNIAMECFIANICAL CODE(CMC), 2016 CAUFORNIA PLUMBINGCODE (CPC), 2016 CAUFORNIAFRE CODE(CFC), 2016 CAUFORNA ENERGYCODE. 2016 CALIFORNIAGREENBUILDING STANDARDSCODE. 2. AT ALL PUBUC TOILETS AND ACCESSIBLE UNITS: HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP Ok ABRASIVE SURFACES UNDER LAVATORIES. LAVATORY FAUCET CONTROLS AND OPERATING MECHANISMS SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TVASTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBS. LEVER-OPERATED, PUSH TYPE. AND ELECTRONICALLY - CONIROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN AT LEAST 10 SECONDS. 3. INSULATE PIPES IN UNCONDITIONED AREAS PER 2013 CALIFORNIA ENERGY CADE. 4. F'ROVIDE SAFETY GLAZING AS REQUIRED PER CBC SECTION 2406.4. VERIFY ALL CONDITIONS PER CBC SECTION 2406.4. 5. ALL FRAMING DIMENSIONS ARE TAKEN TO FACE OF STUD, TYPICAL, UNLESS SPECIFIED. 6. ALL INTERIOR ELEVATION DIMENSIONS ARE TAKEN TO THE FACE OF FINISH, TYPICAL 7. VERIFY ALL DIMENSIONS IN FIELD AND REQUIREMENTS FOR PLUMBING AND ELECMICAL 8. FURNITURE SHALL COMPLY WITH BUREAU OF HOME FURNISHINGS BULLETIN 133 FOR ALL PUBLIC AREAS, AND BULLETIN 117 FOR PRIVATE AREAS. 9. SLOPE ALL EXTERIOR DECKS AND PATIOS 1/4"/F1 (2%) TO DRAIN. SEE STRUCTURAL DETAILS. 10. ALL VERICAL SHAFTS TO BE CONSTRUCTED PER DETAIL "F/A7.4". 11. SEE FINISH SCHEDULE FOR FLOOR FINISH MATERIAL AND PLACEMENT. ALL DOOR HEADERS TO BE FRAMED 1 1/2" HIGHER AT SECOND AND THIRD FLOOR UNITS TO ACCOMMODATE LIGHT WEIGHT CONCRETE FLOOR. FOR WIDTHS INSIDE UNITS SEE ENLARGED FLOOR PLANS ON A4.1-A4.4 "EC" - SEE "0/A7.5" FOR LOCATINGDIMENSIONS.SEE 13/A7.4" FOR CONINUITY OF ViALL ASSEMBLY. IN AMMON TO OTHERROOMS,PROVIDEMUZAK IN THE CORRIDORSAND ALL LAUNDRYROOMS. VERIFYA/NDOWLOCAllONS AND INTERIORDIMENSIONSON ENLARGEDPLANS. FOR TACTIE ERT SIGN DETAILS AND LOCATIONSSEE DETAIL F/A.2. "FM" FRE DEPARTMENTCONNECTION. SHAVERS RECESSEDINTO SECONDFLOORPER "G/A7.5'. ALL OUTSIDECORNERSAT BUILDINGINTERIORTO HAVE RADIUS PER "E/A7.4. OCCUPANTLOAD SIGNSSHALL BE POSTEDIN A CONSPICUOUSPLACE NEAR THE MAIN EXIT OR ACCESSDOORWAYFROM IHE ROOMOR SPACE. POSTEDSIGNS SHALL BE OF AN APPROVEDLEABLE PERMANENTDESICNAND SHALL BE MAINTAINEDBY -ME OWNEROR AUTHORIZEDAGENT.SEE FLOORPLANS FOR LOAD INFORMATIONAND LOCATION. WINDOWSLABELED "ALARMED" ARE TO HAVE ALARMS AT WINDOWSCREENS. ALL NON-AMBULATORY PERSONSSHALL BE LIMITEDTO THE FIRST .0 STORIES. SMOKE BARRER 2 HOUR FRE BARRER 2x4 STUD WALLS - INSULATIONAT EXTERIORWALLS (R-13 NON-RESIDENIAL) (R-15 RESIDENTIAL) 2x4 METAL STUD WALLS 361=E INSULATIONrENIILIOnVLASLL; (R-21 AT ALL CONDITIONS) INSULATIONrENE10111VLAILS (R-25 AT ALL CONDITIONS) INSULATION2/TENEIOnVLASLL-S (R-25 AT ALL CONDITIONS) 2. MET. STUD WALLS - (R-13 INSULATION-EXTERIOR CONDITION) 2. MET. STUD WALL = (R-19 INSULATION) 2. METAL STUD W.LS (12-25 INSULATION-EXTERIOR CONDITION) 8" THICK. CONC WALLS = 3 HR. MIN. CBC 721.21.1 12' IH.. CONC WALLS 3 HR. MIN. CBC 721.2.1.1 WALL TYPES - ASSEMBLY(SHT AU) 0- DOORSYMBOL (SHT .1) DOORSYMBOL (SIT A8.1) ,ELAYED EGRESSTO BE PROVIDED (ALL DELA. EGRESSTO COMPLYWITH pH 66SFAVEIblASHT A8.1)C) r'ANIC HARDWARETO BE PROVIDED 0 WINDOWSYMBOL(SHT A8.2) TYPE 2A 10BC DRY CHEMICALFIRE a EXTINGUISHERIN CABINET (PER CITY SPECIFICATION#424 HB FIRE CODE STANDARDS).MAX IRAVEL DISTANCEOF 75' BETIEEN F/P-1/58E111fii2Y CHEMICALFIRE EXTINGUISHERIN CABINET. (PER CITY SPECIFICATION#424 HB FIRE CODE STANDARDS) NOTES: INSULATIONVALUES ARE TO MEET OR EXCEEDTHE VALUES SPECIFIEDIN THE TITLE 24 ENERGY CALCULATIONS. ALL INTERIORWALLS TO HAVE A MINIMUMOF 1-HOUR FIRE RAIING, UON. PROVE. 2-HOUR SEPARATIONFOR THIRD LEVEL 'A' OCCUPANCIES,INCLUDINGKITCHEN. ALL EXTERIORWALLSARE TO BE 2-HOUR RATED PER 5/A1.1 SHAFT FRE RATING- STAIRS -BASEMENT PROTECTION ABOVE PODIUM= 2 HOUR RATED -1ST FLR TO 3RD FLR 1 HOUR RATED ELEVATORSHAFTS =1 HOUR RA. MECHANICAL/PLMAG SHAFTS= 1 HOUR RA. (BASEMENT IS A PODIUMSTRUCTUREAND AU. SHAFT sEPARAPONS SHALL COMPLY.111 2016 CBC) NOTES: ALL WINDOWSVdTH SILL HEIGHTLESS 36" SHALL HAVE FALL PREVENTIONDBICES INSTALLED,F'ER CBC 1013.8 EXCEPTION#2. SEE A8.2 FOR PRODUCTAND ATION REPORT. Z2=222Z 1•3'44,,f,44;740 > > > ,(DDE o 2 < \ 25A-5 1/2- --C. 41.-2 1/2" 211.-6 C WALL, TM. ONC. )__.. N. ,.,...,- -'. 8 . . N. . . . 1?;.COgiWALL ----------- POTACP:MIZE. NOTE SURFACESLOPESOFACCESSIBLE \ 33 , PKING SPACESANDACCESSAR THAISLESSHALLBE EMINIMUM CONCRETE CONCRETE POSSIBLEANDSHOULDNOT EXCEED1/4" PERFOOTINANY DIRECTION.1109k8.3 <<2T-9 1/2"1/2" .f PARKINGI,,I <2A-9 IA-1/2. ------ 3429.--4yr 1 0' 6 7/8" 39.-101/2"11A-101/Fr 3A-0 14COrsCoWALL .S ..., . I 32 4$1,62*Y P117 /4 23/ t Wef 71/ 2A-9 1/2" 1_ ' 1 ,--ID ,ro o o•o•o o 0 0-0.0 000000000 - , ...- ------- 96 P, '.= FIRE. DOMESTIC PUMP bV F MI ' posTsot MAX OCC.1ily9PLf/_ 0 7 TYP.MUD& N--VISITOR VISITOR-FEC FEC LABLEPARKING SPACETYP.OF4 -24 25 26 27 28 29 30 ,I, 41/ 1 1 2 A***4111P1A1104 -9 1/2" < / 1/ 16/ 1/ 1, 1/20i/21/14/W itISITOR 7f;7 7filt CAKES & UGHING STORAGE MEI _ 9, . I - CD 1'871 ,490o 7/8. . -., "41EFIIF - ;BOOSTE : • - :, I Millikklall 1, :T "i6bi.rimvar.-14 IiiNkNMI Pil \ - 0 21A-1" 23.-5 1/2" at 4111,M110r (Fic-m) FUTURECHARGNG x STAIION.RUNCONDUIT o o SIGNLABELEDTIREPUMP 37 , iliak:WWX111.-- - -11=74 EIF-WINE-SiErloIr IA al) 1 . 29.-11" I I POSTAGM =7C.-....,__,.,IpItclpLOEC .(D I-g'/W--T juf 1A-9 VA _ MI 8"CONC.mu_'' °. •> . AI TYP.AT : c *I 4N, /AB I -'MEDIA ROOM ...... ,.....„'BoosI ......__ _ o ilill 0 16 0. '14- ° WO' 7,-,e• 0 1111. MEDIA TABLE722.3.2TYP. ! 1 0 .S Ti I ,60,38 , DT.WAILal". tIEINOTEONA2.0 8 MUV/ALL i, 13006 _I 17.,igir In STAFF LOUNGE AN,TTP ,• rair INT.WALL r,;,- A 11 :KiFill 1 '' II 1 Ati. 1 FOYER iW Elka E TOR e 1- -,I 2A-9 1;22°W 2A-9 1/2"2A-9 1/2"2A-9 1/e AT „INT.WALL 14 .63. . x rfl' . II41)W122ELM 1r a= << !IMIl''-''AlgiIWEAW..W. TYP.4, /i•p•,1,1 I la, Hom....11 1. 30.-3. Ni+ BIKERAC /'-''. N.° CLOSET A EMI N/CD• .o 0 1 x IP . 5 1T-A CIO I B004 ELEV EQUIP , 16004 1 :, , •... -, .s.? 3 18.-5 7/8" (.-11 -r- -.., 11 2A-9 1/2"2A-9 1/2"2/7-9 1/2"A-9 1/2 22.-11.EloDRESSING Car LINEN.... ,.,, 1: i. 6 7 8 10 11 \ \\\\\\\*\t \ \Allk Alk AIL Alik "F= \ 1--4 1/2". CI 1.-2 1/2"to.-43/8-1 CD C1 T DZLTZRY I-AII8017 1 1 1.1 VAZTOff-H._ . ......, ... -. Co ONE :.,, DING ,I, 0 AX OCC14 dp-/p 1 E°P. r leol4,1 / •IL 21T:top'ff•CD`-''- MAINXANCE -2.1 -,.N ,c, <,-- 5 r \N\ 12 13 A&AL. : .---1co.I , 1B003 1 TYP.ID -_•,, PEOPLE, Ai TAI 14.11 -1 CM) _3..0.C. 13001 STAIR#1 MI II FOYER MECHANICAL DUCT .<•l:, =MIEN FEC ' I SSD3 HOURMIN. FIRERAINGFOR TABLE722.3.2 111111 _. 'TY, II 111111 ' czo ITU --v---- 11liAlik UP/S R #2 1L .._.__. . •-•..- . 1 r r 1 . IDII 2TONTEPCZINW/"C'SE/ N:15, _..AI STAIR 1A-9"2A-3 1/2" *NOTE:1,2COM WALL, PROVIDE1 CLEANAIR PARKINGSTAL. PER GRENCALE. o o 0 ,31LM =••.. I 4:1)IEr CONC.WALL-. 3 HOURMIN.FIRE RA11NGFORTAB. 722.3.2TYP. Min, LI-2.---A-MIE ilk .-: 107'5" IT CMU WALL 3,•_,•A-3 5/8" NOTEONA2.0 STANDPIPEVI/ HOSECONNECT. (CABINE-0SEE ,Mk VP 1/T 41' 4 5r 10' 0 DD/A7.6 1T-7 3/8" 18,-T 29.-T 13A-5 1/2" /E 260.-51/2" / FIRST FLOOR LIVING AREA = 20,676 SQ. FT. SECOND FLOOR LIVING AREA = 21,695 SQ. FT THIRDFl DOR!NINOARFA=20R04 SO FT A -D® LMLN I I-LUUN HLAN SCALE: 1/8" =1'-0" PARKING AREA = 19,304 SQ. FT. BASEMENT LIVING AREA = 5 193 SQ. FT. S C_'0 TOTAL LIVING AREA = 68,458 SQ. FT 0 0- C (1) C 2 E 0 t -E i3=o 42TD -z;0 E zr> 0 0 > -0 BASEMENT FLOOR PLAN C) CO 0 ‘15 JOB NO: SCALE: AS SHOWN DRAWN BY: bp DATE: MAY 8, 2018 COPYRIGHT REMSIONS: SHEET NO: A2 DELAYEDEGRESS PER C B C 1 0 1 0 . 1 . 9 . 7 . D E L A Y E D E G R E S S L O C K I N G S Y S T E M S S H A L L B E PERMITTEDTO B E I N S T A L L E D O N T H E D O O R S S E R V I N G A N Y OCCUPANCYEXCEPTGROUPA, E , H , A N D L O C C U P A N C I E S . EXCEPTION:GROUPA O C C U P A N C Y C O U R T R O O M S A R E P E R M I T T E D T O UIILIZE D E L A Y E D E G R E S S L O C K S . BUILDINGSWITH D E L A Y E D E G R E S S L O C K S S H A L L B E E Q U I P P E D THROUGHOUTWITH A N A U T O M A E C S P R I N K L E R S Y S T E M I N A C C O R D A N C E WM S E C T I O N S 9 0 3 . 3 . 1 . 1 A N D A N A P P R O V E D A U T O M A T I C S M O K E DETECTIONSYSTEM I N S T A L L E D I N A C C O R D A N C E W I T H S E C T I O N 9 0 7 . THE D E L A Y E D E G R E S S L O C K I N G S Y S T E L I S H A L L B E I N S T A L L E D A N D OPERATEDIN A C C O R D A N C E Y A T H A L L O F T H E F O L L O W I N G : 1. T H E D E L A Y E L E C T R O N I C S O F T H E D E L A Y E D E G R E S S LOCKINGSYSTEMSHALL D E A C T I V A T E U P O N A C T U A T I O N O F T H E AUTOMATICSPRINKLERSYSTEMOR A U T O M A T I C F I R E D E I E C E O N SYSTEM,ALLOYING I M M E D I A T E , F R E E E G R E S S . 2.THE D E L A Y E L E C I R O N I C S O F T H E D E L A Y E D E G R E S S L O C K I N G SYSTEMSHALL D E A C E V A T E U P O N L O S S O F E L E C T R I C A L P O W E R , ALLOWINGIMMEDIATEFREE E G R E S S T O A N Y O N E O F T H E FOLLOWNG: 2.1 T H E E G R E S S - C O N T R O L D E V I C E I T S E L F 2.2 T H E S M O K E D E T E C T I O N S Y S T E M . 2.3 M E A N S O F E G R E S S I L L U M I N A T I O N A S R E Q U I R E D B Y SECTION1008. R1E D E L A Y E D E G R E S S L O C K I N G S Y S T E M S H A L L H A V E THE C A P A B I L I T Y O F B E I N G D E A C T I V A T E D A T T H E F I R E COMMANDCENTERAND A P P R O V E D L O C A T I O N S . AN A l 1 D A P T T O E G R E S S S H A L L I N I T I A T E A N I R R E V E R S I B L E PROCESSTHAT S H A L L A L L O W S U C H E G R E S S I N N O T M O R E T H A N 15 S E C O N D S W H E N A P H Y S I C A L E F F O R T T O E A T I S A P P L I E D T O THE E G R E S S S I D E D O O R H A R D W A R E F O R N O T M O R E T H A N 3 SECONDS.INITIAllON O F T H E R E V E R S I B L E P R O C E S S S H A L L ACTIVATEAN A U D I B L E S I G N A L I N T H E V I C I N I T Y O F T H E D O O R . ONCE T H E D E L A Y E L E C T R O N I C S H A V E B E E N D E A C T I V A T E D , REARMINGThE D E L A Y E L E C T R O N I C S S H A L L B E B Y M A N U A L MEANS O N L Y . T H E nmEDELAY E S T A B L I S H E D F O R E A C H EGRESS-CONTROLDEVICESHALL N O T B E F I E L D A D J U S T A B L E . EXCEPTION:IN F A C I L I T I E S H O U S I N G A L Z H E I M E R ' S O R D E M E N T I A CLIENTS,A D E L A Y O F N O T M O R E T H A N 3 0 S E C O N D S I S P E R M I T . O N A D E L A Y E D E G R E S S D O O R . THE E G R E S S P A T H F R O M A N Y P O I N T S H A L L N O T P A S S THROUGHMORE T H A N O N E D E L A Y E D E G R E S S L O C K I N G SYSTEM. EXCEPTION:IN G R O U P 1 - 2 A N D 1 - 3 O C C U P A N C I E S , T H E EGRESSPATH F R O M A N Y P O I N T I N T H E B U I L D I N G S H A U _ PASS T H R O U G H N O T M O R E T H A N T W O D E L A Y E D E G R E S S LOCKINGSYSTEMSPROADED 1 H E C O M B I N E D D E L A Y D O E S N O T EXCEED30 S E C O N D S . 5.1 A T A C I I L E S I G N S H A L L A L S O B E P R O V I D E D I N B R A I L L E A N D RAISED C H A R A C T E R S , M I C H C O M P L I E S M A T H C H A P T E R 1 1 8 , SECTIONS11B-703.1, 1 1 B - 7 0 3 . 2 , 1 1 B - 7 0 3 . 3 A N D 1 1 B - 7 0 3 . 5 A S I G N S H A L L B E P R O M D E D O N T H E D O O R A N D S H A L L B E LOCATEDABOVE A N D W E I H I N 1 2 I N C H E S ( 3 0 5 MM)OF T H E DOOREXIT H A R D W A R E : 6.1 F O R D O O R S T H A T S W A G I N T H E D I R E C T I O N O F E G R E S S , T H E SIGN S F I A U . R E A O K E E P P U S H I N G . T H E D O O R Y A L L O P E N N 1 5 ( 3 0 ) SECONDS.,ARM W I L L S O U N D . 6.2 F O R D O O R S T H A T S W A G I N T H E O P P O S I T E D I R E C 1 1 0 N O F EGRESS,RIE S I G N S H A L L REAO K E E P P U L U N G . T H I S D O O R V A I L O P E N I N 1 5 ( 3 0 ) SECONDS.ALARM H I L L S O U N D . 6.3 T H E S I G N S H A L L C O M P L Y M T h T H E V I S U , C H A R A C T E R REQUIREMENTSIN S E C T I O N 118-703.5. S I G N L E T T E R I N G S H A L L B E A T L E A S T 1 I N C H (25MM) I N H E I G H T A N D S H A L L H A V E A S T R O K E O F N O T L E S S THAN 1 / 8 I N C H ( 3 . 2 M M ) . 6.4 A T A C E L E S I G N S H A L L A L S O B E P R O V I D E D I N B R A I L L E A N D RAISED C H A R A C T E R S , W H I C H C O M P U E S N A T H C H A P T E R 1 1 B , SECTIONS118-7031, 1 1 B - 7 0 3 . 2 , 1 1 B - 7 0 3 . 3 A N D 1 1 B - 7 0 3 . 5 EXCEPTION:%HEREAPPROVED,IN G R O U P I O C C U P A N C I E . T H E INSTALLATIONOF A S I G N I S N O T R E Q U I R E D W H E R E C A R E RECIPIENTSWHOBECAUSEOF C U N I C A L N E E D S R E Q U I R E RESTRAINTSOR C O N T A I N M E N T A S P A R T O F T H E F U N C T I O N O F T H E TREATEDAREA. EMERGENCYUGHTINGSH,L B E P R O V I D E D O N T H E E G R E S S SIDE O F T H E D O O R . THE D E L A Y E D E G R E S S L O C K I N G S Y S T E M U N I T S S H A L L B E LISTED I N A C C O R D A N C E Y A T H U L 2 9 4 ACTUATIONOF T H E P A N I C B A R O R O T H E R D O O R - L A T C H I N G HARDWARESHALL A C E V A T E A N A U D I B L E S I G N A L A T T H E DOOR. THE U N L A T C H I N G S H A L L N O T R E Q U I R E M O R E T H A N O N E OPERATION. ITHERtgln.•!rON'TPROTEDETC'ENUALLDEBAECZAITAZAPLELCTITNS°F ONLY A T T H E D O O R . GENERALNOTES I. C O M P L Y W I T H A L L P R O V I S I O N S O F T H E 2 0 1 6 C A L I F O R N I A B U I L D I N G C O D E ( M C ) , THE 2 0 1 6 C A L I F O R N I A E L E C T R I C A L C O D E ( C . ) , 2 0 1 6 C A L I F O R N I A M E C H A N I C A L COM ( C I A C ) , 2 0 1 6 C A L I F O R N I A P L U M B I N G C O D E ( C P C ) , 2 0 1 6 C A L I F O R N I A F I R E mag,c22 CALIFORNIAENERGYCODE, 2 0 1 6 C A U F O R N I A G R E E N B U I L D I N G 2. A T A L L P U B L I C T O I L E T S A N D A C C E S S I B L E U N I T S : HOT W A T E R A N D D R A I N P I P E S U N D E R L A V A T O R I E S S H A L L B E INSULATED O R O T H E R W I S E C O V E R E D . T H E R E S H A L L B E N O S H A R P O R ABRASIVE S U R F A C E S U N D E R L A V A T O R I E S . LAVATORY F A U C E T C O N T R O L S A N D O P E R A T I N G M E C H A N I S M S S H A L L NOT R E Q U I R E T I G H T G R A S P I N G , P I N C H I N G O R ' M I S T I N G O F T H E W R I S T . THE F O R C E R E Q U I R E D T O A C I I V A T E C O N T R O L S S H A L L B E N O G R E A T E R TFIAN 5 L B S . L E V E R - O P E R A T E D , P U S H T Y P E , A N D E L E C I R O N I C A L L Y - CONTROLLED M E C H A N I S M S A R E E X A M P L E S O F A C C E P T A B L E D E S I G N S . SELF-CLOSING V A L V E S A R E A L L O W E D I F T H E F A U C E T R E M A I N S O P E N AT L E A S T 1 0 S E C O N D S . 3. I N S U L A T E P I P E S I N U N C O N D I T I O N E D A R E A S P E R 2 0 1 3 C A L I F O R N I A E N E R G Y CODE. 4. P R O V I D E S L A F 8 E L G T I a N G 8 8 0 8 , S c R 8 E c Q U s l a I L P E R C B G 4 S E C T I O N 2 4 0 6 . 4 . 5. V A , _ 1 ! I F F T R A T A I N G D I M E N S I O N S A R E T A K E N T O N F z r O F S T U D , T Y P I C A L , UNLESS S P E C I R E D . 6. A L L I N T E R I O R E L E V A T I O N D I M E N S I O N S A R E T A K E N T O T H E F A C E O F FINISH, T Y P I C A L 7. 0 1 8 7 4 1 4 . D I M E N S I O N S I N F I E L D A N D R E Q U I R E M E N T S F O R P L U M B I N G A N D 8. F U R N I T U R E S H A L L C O M P L Y W I T H B U R E A U O F H O M E F U R N I S H I N G S B U L L E T I N 133 F O R A L L P U B L I C A R E A S , A N D B U L L E T I N 1 1 7 F O R P R I V A T E A R E A S . 9. S L O P E A L L E X T E R I O R D E C K S A N D P A T I O S 1 / 4 " / F T ( 2 . ) T O D R A I N . S E E STRUCTURAL D E T A I L S . 10. A L L V E R T I C A L S H A F T S T O B E C O N S T R U C T E D P E R D E T A I L " F / A 7 . e . 11. S E E F I N I S H S C H E D U . F O R F L O O R F I N I S H M A T E R I A L A N D P L A C E M E N T . ALL D O O R H E A D E R S T O B E F R A M E D 1 1 / 2 " H I G H E R A T S E C O N D A N D THIRD F L O O R U N I T S T O A C C O M M O D A T E L I G H T W E I G H T C O N C R E T E F L O O R . FOR W I D T H S I N S I D E U N I T S S E E E N L A R G E D F L O O R P L A N S O N A 4 . 1 - A 4 . 4 8.7),SN- T B . E E ; D t 5 " F O R L X A T I N G D I M E N S I O N S . S E E ' V A T ( F O R IN A D D I L N T O W 0 1 1 - 1 E r I Z A M S , Y B R O V I D E M U Z A K I N T H E C O R R I D O R S A N D A L L LAUNDRY R O O M S . VERIFYWINDOWLOCATIONSAND I N T E R I O R D I M E N S I O N S O N E N L A R G E D P L A N S . FOR T A C T I . E A T S I G N D E T A I L S A N D L O C A T I O N S S E E D E T A I L F / A 0 . 2 . "FM" A R E D E P A R T M E N T C O N N E C T I O N . SHOWERSRECESSEDINTO S E C O N D F L O O R P E R ' V A T . % ALL O U T S I D E C O R N E R S A T B U I L D I N G I N I E R I O R T O H A V E R A D I U S P E R " E / A 7 . 4 " OCCUPANTLOAD S I G N S S H A L L B E P O S T E D I N A C O N S P I C U O U S P L A C E N E A R T H E MAIN D O T O R A C C E S S D O O R W A Y F R O M T h E R O O M O R S P A C E . P O S T E D S I G N S SHALL B E O F A N A P P R O V E D L E G I B L E P E R M A N E N T D E S I G N A N D S H A L L B E MAINTAINEDBY T H E O W F I E R O R A U T H O R I Z E D A G E N T . S E E F L O O R P L A N S F O R L O A D INFORIAATIONAND L O C A E O N . WINDOWSLABELED ' A L A R M E D " A R E T O H A V E A L A R M S A T W I N D O W S C R E E N S . All_NON-AMBULATORY P E F ( S O N S S H A L L B E U M I T E D T O I H E F I R S T T W O S T O R I E S . LEGEND SMOKE B A R R I E R = WALL T Y R E S - A S S E M B L Y ( S F I T A 1 . 1 ) 0 — 2 H O U R R R E B A R R I E R = = DOOR S Y M B O L ( S H T A 8 . 1 ) =2x4 S T U D W A L L S = INSULAEON A T E X T E R I O R W A L L S DOORSYMBOL(BIT A . I ) ''DE= (R-13 N O N - R E S I D E N T I A L ) (6-15 R E S I D E N T I A L ) 2.4 M E T A L S T U D W A U . S DELAYEDEGRESSTO B E P R O V I D E D (ALL D E L A Y E D E G R E S S T O C O M P L Y W I T F I 2x6 S T U D W A L L S = .133EIMEMOD=6%121Ttiial7kSHT A 8 . 1 ) (Dr"= INSULATIONAT E X T E R I O R W A L L S (R-21 A T A L L C O N D I I I O N S ) .. ' L . f • • 1 . . 1 . 1 . 9 . • . PANIC H A R D W A R E T O B E P R O V I D E D WINDOWSYMBOL ( S H T A 8 . 2 ) •<> fYPE 2 A 1 0 B C D R Y C H E M I C A L F I R E 2x8 S T U D W A L L S = INSULATIONAT E X T E R I O R W A L L S (R-25 A T A L L C O N D I T I O N S ) EXTINGUISHERIN C A B I N E T a (PER C 1 T Y S P E C I F I C A T I O N # 4 2 4 HB F I R E C O D E S T A N D A R D S ) . M A X IRAVEL D I S T A N C E O F 7 5 ' B E T W E E N 2A0 S T U D INSULATION (R-25 A T A L L C O N D I T I O N S ) W.K.(6881621 C H B A C A L F I R E EXTINGUISHERIN C A B I N E T . ( P E R a T Y a 2x4 M E T , S T U D W A L L S - (R-13 I N S U L A T I O N - E X T E R I O R SPECIFICATION#424 H B A R E C O D E R . STANDARDS) CONDITION) 2x6 M E T A L S T U D W A L L = NOTES: (R-19 I N S U L A T I O N ) =INSULAEON Y A L U . ARE TO M E E T O R E X C E E D T H E VALUES S P E C I F I E D I N T H E I I . 2 4 E N E R G Y 2x8 M E T A L S T U D W A L L S - CALCULATION. ALL I N T E R I O R W A L L S T O H A V E A M I N I M U M O F 1-HOUR F I R E R A T I N G , U O N . (R-25 I N S U L A E O N - E X T E R I O R > > ) ) > CONDITION) 8" T H I M . C O N C W A L L S = PROVIDE2-HOUR S E P A R A T I O N F O R T H I R D L E V E L .A. OCCUPANCIES,INCLUDINGKITMEN. 3 H R . M I N . C B C 7 2 1 . 2 . 1 . 1 4. A L L E X T E R I O R W A L L S A R E T O B E 2 - H O U R R A T E D 15 T H I C K . C O N C W A L L S = A o o o A • PER 5 / A 1 . 1 3 H R . M I N . C B C 7 2 1 . 2 . 1 . 1 SHAFT F I R E R A 1 1 N G - STAIRS - B A S E M E N T P R O T E C T I O N ABOVE P O D I U M - -1ST F L R T O 3 R D F L R = HOUR R A T E D HOUR R A T E D ELEVATORSHAFTS = MECHANICAL/PU.1ln S H A F T S - HOUR R A T E D HOUR R A T E D (BASEMENT I S A P O D I U M S T R U C T h R SEPARATIONSSHALL C O M P L Y W T H AND A L L S H A F T 016 C B C ) NOTES: ALL W I N D O W S O A T H S I L L H E I G H T L E S S 3 6 " S H A L L HAVE F A L L P R E V E N T I O N D E V I C E S I N S T A L L E D . P E R C B C 1013.8 E X C E P l I O N # 2 . S E E A 8 . 2 F O R P R O D U C T A N D INSTAII A E O N R E P O R T (.)(5) f-•44•-7 1 / 2 ' 15-0 1 / 2 " 29,10 1 / 5 35-6"I 29,10 1 / 2 ' 35 6 ' - Re-81/2" - 44,7 1 / 2 ' 6-5 5 - 8 1 / 2 ' 14,9 1 / 2 ' 15-1'5-10 1 / 5 11° 9 ' 11,10 1 / 2 ' 14,9 1 / 2 ' 18.-1.11,10 1 / 2 ' 1,9.11,10 1 / 2 ' 15-1.le-4'if-e',v-ur 11,9 1 / 2 ' 41'2 / 5 7,7 1 / 2 ' 7 , 5 5-5 1 / 5 7 - 7 1 / 5 0' , . 4 1 1 / 5 , 5 , 6 1 / 4 . 5-6 1 / 4 ° k 5 , 6 Y e 5-6 1 / 4 . 1 / 5 , Z te-8 7,7 1 / 5 7 - 2 . 7 5 1 / 5 7 - 7 1 / 5 1,1,5 5,6 1 4 „4,11/54, 1 0 ' I° 5' 6 I k r 5 - 6 / 4 ' 5 - 6 1 / 4 - .4°-73 2•-11/2* r - , r-r-II 1/2" 8,0 1 g EXT. WALL 4 1 0 4 18'8'./— 1 5 - 5 1,2 1 / 5 1 i R O O F D R 1 A ° M 4 4 4) I I AL • A L • 4) 0 4 , 1 [ [ ALA:M ; A R [ 1 ALA- 1 A L R i,i i 1 I ALA•M i AL • 4 4 4 i 1 I ALA I A k l . R M 0. i 1 1 1 -1.11AL R 0 0 ! STA7N,D7,145wIt P ALA°. A L A • M 4 4 4 is A R M 4 t AL R •Ey,ALL • AL - A R [ I 1 . I - . 1 , - I A L R N 0 0 1 [ ALA-M 4 4 4 [ 1 I ' 4 ° 1 AL 1,MI 0 0 HOSE CONNECEON . A•*M A • 4 4 4 0 1--.1.-.r_o. PLAN A Z - 3 3 II.M 0 0 .0 0 . - _ _ i _ — PLAN A Z - 3 3 1 1 1 8 I RESILIENT CHANNELS a InCr-— PLAN A A Z - 3 1 I 1 0 2 I PLAN A Z - 3 3 I 103 1 PLAN A A Z - 3 1 I1.I r i l l F E ' TUFI N L L PLAN A A Z - 3 1 1 1 0 7 I RES1UENT CHANNELS T. S I D E PLAN 0 0 2 - 3 1 I 115 1 RESILIENT CHANNELS THIS S I D E ril f.' T PLAN A A Z - 3 9 P X MEI _ -- 4,SEESHEET A 4 . 1 0 @ 0 0 PLAN A A Z - 3 1 =Xs THIS S I D E —11.111111 PLAN A Z - 3 3 1 1 1 0 I l•-•.! 67 PLAN A Z - 3 3 I, 1 1 1 I PLAN A A Z - 3 1 EU ,-r1/210EM PLAN A A Z - 3 1 1 1 1 6 1 0 TYP. I N T . UNIT W A L L ' MI w4;:r PLAN A Z - 3 3 1 117 I CHANNELS RESILIENT— \ , , , , THIS S I D E RESUENT C H A N N E L S (1,7=jig. T w . FOR E N L A R G E D 4> A L A - ALARM :T. .,_. ROLL U P RAMP T O :ZIGATEUNDERGROUND PARKING EXT. A o • UNIT T Y P E ' A A Z ' EIT,Ots NO1E: " A L A R M ' RESIUENT CHANNELS THIS S I D E CD- EEEN ESILIENT 1 /Inv ' 9 RESILIENTCHANNELS 'AJ e 0 1 1 R T R I g I B I T W • SlUENT //----ErW---\ IHIS S I D E INDICATESYANDOWS THAT R E Q U I R E A N ALARMEDWINDOW SCREEN,TYR SEE A 4 S H E E T S FOR E N L A R G E D UNIT T Y P " A A Z " PLANS A ( ELEVAIIONS RESILIENT CHANNELS THIS S I D E RESIUENTCHANNELS SFEOERAE4NLTRUTg UNIT T E M ' A Z " PLANS S e ELEVATIONS 10 THIS RESIUENT CHANNELS SIDE PLAN A A z _31 4,ALARM °----- ALARM4 x- mIMIIM ON U N I T S I D E . T Y R AT C O R R I D O R — 10111. P 1;Y , ,=--o,;( [.ATYP.RESILIENT ZItnIECILES ..., LW '''''° A H H ' 1,1 -....-_ 1—'.---14,1r/ ...., 6 -----• I _ ----I As __p ,1-1 L. MEI LINL lA. STONE - =WI k - .= 11R U N I T INT. W A L L RESILIENT I. ,..,RESILIENT CHAN.. IHIS S I D E PLAN A Z - 3 3 0 ALARM ( , . . _ALARM ,€), _ _ „ Al-AR''' 1 0,PLAN A Z - 3 3 F „ , . , 0 , , 1 ' 41rE.WII 1-1 Al 0 kl , AI , killi 1---iFlip, Ili S' '1 Clin F-51/5 6,70' CHANNELSON UNIT S I D E . T Y P .,-I) I I I M I L I F III 4 E 0 - - —II. •III,NM 7-2 1'5 . - - - — 140, A L A R M RESILIENT AT C O R R I D O R ° C H A N N E L S • - — - - — - - — THIS S I D E - • 1' P O T S I G N : M A X . 00 I I N I N p m . i . L . C. 1 RESING R A I L C O DETAILS S E E CORRIDOR 1/2 1 1 7 - 1 1 " 26.-g I / " U A 2 . 5 r-ir Mill q11 AM mac 71d S T A N D P I P E W / H O S E . 1 C O N I F T 8 9 1 1 / 2 ( D A B I N E T ) 0 0 C O R R I D O R S I 1 1 2 0 1 9 0 2 : . : MI Mr 1 , 1 , ismye, 9 . - u . •-7 I / 5 8 , 1 3 25-9 1 / 2 ' 7 8 i i 7 03 m...Tm...lii_ mra =Nur poE 4 , cirres mi cryr-po . III ill =MT :I .:,L O 11, POST S I M : M. O C C . 2 PEOPLE MARKETING 6 liliE1 RESIUENT CHANNELS THIS S I D E THIS E.D RESILIENT CHANNELS I 1 1 0 7 SIM OFFICE Idc> pm, o m : MAX. O C C . 2 Emu ffi, rcli-ET,DPETLF121 -- e l "4 ALFIED 1 D , D i _ , '_ -, RESUENT CHANNELSON # R E S I L I E N T UNIT S I D E . T Y P . AT C O R R I D O R i 7 , 1 1 2 t RESILIENT CHANNELS THIS S I D E ; SEE FOR UNIT SHEET A 4 . 1 ENLARGED TYPE ' A Z ' PLANS J c ELEVAEONS RESILIENT CHANNELS THIS S I D E RESIUENT' CHANNELSON UNIT S I D E . 1 1 1 , AT C O R R I D O R 2:12rER (--- - i • ',1: ....1 ,7....IMI . IM' CHANNELS TYP•PLAN A Z - 3 3 ALARM : ‘ , I I 0 A L A R . ...--..- t..° >47 -,-- AI CEI ak2-HR 112157 I R E i„,,,.. RESILIENT GrAILELLS MUSIC A R E A I TOILETWALLS ilnk ‘112-HR MP BARRIER -' , MAXIMUM 127 - 41 W.' IMS:Sr I RESIUENT°ATn'ag-k11•1,, /WM* ern,I,..-IY IN0 NYDRO i '-,," RESILIENT CHANNELS T. S I D E ii..1 0 x PLAN A Z - 3 5 S I 1 0 4 I 791 PLAN AZ-35S • . T 1V1YL PLAN A Z - 3 5 S I A > 1 .RESI E N T CHANNELS , , , l' O . ThIS S I D E . 1 0 1 O F D R A I N N ALARM A L A R M - /1.1/W 1 1 4 1 ' ,-1,11.1P \ _ _ . 2 II 0 .1[1a i. . RESILIENT CHANNE. THIS S I D E 0 0 :7, CO LE] co 16 4,9 1 / 2 0 0 VAIT. g i g . ' 2 PEOPLE /P.1%T.g211pEoPLE MAIL B O X E S SEE 1 5 A / A 5 . 1 *F,, IT FEC ...= 96 0 MNICII2 4 11 47/.5 7 2 ' ,.- , ,,,, L %/WIRE B A R R I E R El - ' POST S I G N : OCCUPANCY PEOPLE %I=M N M _ , . ALARM , 7 '-- -..- :..r.ALARM , - , 71s .1":?, .7_Ls 1- '' UNE O F S O F F I T — . . . 1 POST MAX. M C . 1 5 PEO L E ::,C1iI; I - - . . . . ''''' CP ELEC I I amCO 011 1,4 v 4 1 0 1 41 . . - 010 AMR I A 1/e —,,,,,,,, •0!0 AL R M 4 I 4 4 [ 0 AL R M AMR I A R M L I N E O F I ALAR I A R M A L A R l A M [ STONE . VENEER I I I I11/4' 5 , 1 1 ig 11,60.25 2 ' 11,6 1/2" - o! 4 : - AMR 1/4' 1 1 ° 1.,,n 3 1 / 26'4 q:k0 ,,,, 0 POST S I G N : I MLO2CC. 3 2 32 ALZHOMER A L C O V E I 1 1 2 7 1 xi__10, ,.__, READINGROOM MO I P O S T S I M : LMAX. O C C 6 PE6ril - .5-11 O A ' 1.-4" .....°-- 25 2 ' mi..- 7 , s MINN . IT-1 8 ,1 -- 4_ s 1/2' 21,1 1 / 2 . ARE ANNUNCIATOR FRONT AI ,.. .— l'-' EM 25 II 5 9 " ELEVATORS A T T O B E 2-HOUR R A I E D ( B A S E M E N T PODIUMSTRUCRIRE I S SEPARATEID Y 3 H R . 0 0 in posr SIGN: M A X . O C 6 0 PEOPLE(UDBBY O N L Y P E R FIRE ) - - , . . . . . . , . . „ . „ REAR L O B B Y al 1=1 iar. -;,-!, IM MPKNOX . SEE A 4 S H E E T S FOR E N L A R G E D DINING A M U S I C AREA P L A N S & ELEVATIONS • ,. 419112-HR WARE RRIER '6. 01g, •ORRIDO 0 MV 41),__—_,—.'IF 0 : -(r *. : -4 ( S I G N --..,-0z , C. :, i.11-t1=NI 0 ••• TB. RESUENT CHANNELS . • • . ___ SIDE P L A N M Z 3 3 1 1 2 3 1 Alo.ALA. AM • _,_, I x __ . al ALZHEIMER DINING SERVINGAREA I 1 1 2 2 127 I. 1 1 2 3 1 UNE O F , FEC 413) MI • t 1 1 0 0 CONSTRUClION) LOBBY I SIMI: - S T A I R # 1 NO R O O F A C C E S S ' (ON D O O R ) STANDPIPEW/ H O S E CONNECIIONS ACCESSIBLEAT E A C H LEVEL SEE D D / A 7 . PLANTER. S E E '''LANDSCAPE It> 0 160 .°.°'411711r POST S I G N : MAX. O M 4 S M . E 16.—p,,,,LE 4:1> A L A R M .:1 16, O i:k‘k !MR Mrf °? IIMII;Miallihi 111E1E0 MIMI Mr 0 -.' ' RMUNG 11 'Mr SOFFIT,TYP. POST S I G N : 8 S I T T I N G 2 A R E A F T . a G 8 N . °FlaT 41 OPLE ---' ,,,,,,,_ EliCil TEMP. ' 1 8 /1111 .-,` - ii "STAIR # ROOF A C C E ALZHEIMERDo s s LAUNDRY 1 1 1 3 1 1 u - - ,EXT. YiAU_ ___-, l'*;. hiTAT: 111 B A S E R P=27115;1 NT. S E . E . G / A . 0 il . ,,--I LINE OF SOFFIT EACH SIDE KNOX' BOX 'r PATIO * L n 1 1 1 3 5 1 % 4 2 .P. 41) '- 41IDt dElb I 1 1 • ' ' I I 1 i , 4OF D R A I N G . , - T 1 I 111•11 IINM M N I : -HOUR E.WALL yyp. 1 Ail E C m RATED A B O V E P O D I U M 0 : 1 4 - H R STRUCTURE 102 I , V •. RESIUENT CHANNELS ThISSIDE PRVATEIIENPING 11251 TYP., A T EXT.18 41. i m i n l i I102-HR A l i k i BARRTRE % V ALZHEIMER OFFICE I I 1 1 2 6 , go R.C.2 KNOX BOX ,, .at2; I S ?.,PLANS. QED _, aoug-Imo ,,,–'-:madly ''''STAIR S H A F T T O B E ' ' . 2 - H O U R T O B A S E M E N T 1zulguATED A S T R U C T U R E ... ':_t • UP RAILING 15-1" ' I 1'1'411111MM .„1111 c / f S T A , 0 ? " _ , 1'II - " . . . . • " ' " " - - ,„,....07 : x T R A N S F O R M E R iiillril ,,,,,,,,,,,,,,,,.. ' ° I , r 7 i . G . = „ . G A T E P R O V I D E B A R R I E R TII181-18A8T8u02PENS A E W A 8 1 / 8 F 8 R 0 0 1 A - - dIak ,. Ili ,.. , . i 4 _ _ _ u g L i u m a In In LWE O F S T Boy M N E E R MU MV — " ' 4 .:r 90,7 1 / 2 . 5 0 ' 4,0' 4 I EXT. WW1LINE O F S T O N E i TYP. -VINEER' - i I i 10.-51/2" ' 1 H - 8 " ..),41 ELEVITOR S H A F T T 2-11(IUR R A T E D ( B A UCTUREMSTATTE,3HR CONpUCEON) 0-7. ' 5 - 0 1 / 2 " ' • I -V BE , OMEN 1 S 1 1 1 3' 8 1 / 2 1134 I IN,IV- IMMO, 111 ink 1 1 - 5 1B .1IF M r .." 9,10' .. BOX 5 10 .... . . 5-10' .. . . 5-10' .I......- .. 9.-.. rank - — — - - — Mr TrO 1 . 2 C A N T COLUMN , , ni . STANDPIPEW/ CONNECTIONS H. -- - c —-'.'"'-ARE R I S E R I N / O S E 0 CONNECTIONS KNOX 6' 1,4' ACCESSIB A LE. LE SEE D D 2,4 1 / 2 ' 8-9 1 / 4 " EACH A7.8 FIRE 247- RINKRSP L E RISER L O C A T E INSIDE .)1-0A:,;1-ED I'FAm Ea, INSIDE" (LABELED BOX KNOX B O X N O T E : A K E Y T O A C C E S S S T R U C l U R E S H A L L B E LOCATEDTHYAIN A N A P F I R O V E D A R E DEPARTMENTKNOX C O M P A N Y M O D E L N O . 4 4 a OR L A R G E R K E Y B O X L O C A T E D A D J A C E N T T O IHE A C C E S S D O O R O N T H E E X T E R I O R O F T H E BUILD THING. C O N T A C T E K N O X C O M P A N Y 7- ' 1-4' 1 - 4 ° l' " 57,5 22,6"25, 1 / 2 ' 14,10 1 / 5 8' 9 1 / e 5,11 3 / 4 " 7' 6 1 / 2 " ON D O O R ) 6,8 1 / 2 " 15-5 25-0"31'15 60,5 14,5 70-10" (1.-4.103.-7I/2" . 75-5 DIRECTLYAT ( 8 6 6 - 6 2 3 - 4 5 6 3 ) F O R C U S T O M E R SERVICEAND C O S T . M O U N T I N G H E I G F I T I S 5 , 0 A.F.F. 10' tA),,,r).r..-'-', 265-51p. 2,5 FIRSTFLOORPLAN SCALE: 1 / 8 " = 1 ' - 0 " FIRST F L O O R L I V I N G A R E A = 2 0 , 6 7 6 S Q . F T . 5C)E< LiJ n a - Op 7 : C - a = u ) 0 ` - k ) CD 0 r= b f— zION(f) W —JL.L.1 < > 3 L . L . 1 0 5 Uthi ° < bi> JOB NO: SCALE: AS S H O W N DRAM B Y : bp DATE: MAY 8 , 2 0 1 8 COPYRIGHT REVISIONS: SHEET N O : FIRST FLOOR PLAN A3 1009.8.2 D I R E C 1 1 O N S . D I R E C T I O N S F O R T H E U S E O F A TWO-WAY C O M M U N I C A T I O N S Y S T E M , I N S T R U C T I O N S F O R SUMMONINGASSISTANCEMA T H E T W O W A Y COMMUNICATIONSYSTEM A N D W R I T T E N I D E N T I F I C A T I O N OF T H E L O C A T I O N S H A L L B E P O S T E D A D J A C E N T T O THE T W O - W A Y C O M M U N I C A T I O N S Y S T E M . S I G N A G E SHALL C O M P L Y V A T H C H A P T E R 1 1 A , S E C T I O N 1 1 4 3 A O R SECTION11B-703.5 R E Q U I R E M E N T S F O R M S U A L CHARACTERS. 1009.8.1.1 V I S I B L E C O M M U N I C A T I O N M E T H O D . ( D S A - A C AND H C D 1 - A C ) A B U T T O N C O M P L Y I N G N E M S E C T I O N 1138A.4 O R S E C T I O N 1 1 B - 2 0 5 A N D 1 1 B - 3 0 9 I N T H E AREA O F R E F U G E . A L L A C 1 1 V A T E B O O I A U . T I N THE A R E A O F R E F U G E I N D I C A l l N G T H A T R E S C U E H A S BEEN R E Q U E S T E D A N D A L I G H T A T T H E C E N T R A L CONTROLPOINT I N D I C A T N G T H A T R E S C U E I S B E I N G REQUESTED.A B U , O N A T T H E C E N T R A L C O N T R O L POINT A N D A L I G H T I N T H E A R E A O F R E F U G E INDICAllNG T H A T T H E R E Q U E S T H A S B E E N R E C E I V E D . TWOWAYCOMMUNICATION: CBC 1 0 0 9 . 8 . 1 S Y S T E M R E Q U I R E M E N T S . T W O - W A Y COMMUNICATIONSYSTEM.ALL P R O M D E COMMUNICATIONBETWEENEACH R E Q U I R E D L O C A T I O N AND A C E N T R A L C O N T R O L P O I N T L O C A T I O N A P P R O V E D BY T H E F I R E D E P A R T M E N T . % H E R E T H E C E N T R A L CONTROLPOINT I S N O T A C O N S T A N T L Y A T T E N D E D LOCATION,A T W O - W A Y C O M M U N I C A E O N S Y S T E M S H A L L HAVE A T I M E D A U T O M A T I C T E L E P H O N E D I A L - O U T CAPABILITY T O A M O N I T O R I N G L O C A T I O N . T H E T W O - W A Y COMMUNICATIONSYSTEM S H A L L I N C L U D E B O T H A U D I B L E AND V I S I B L E S I G N A L S . GENERALNOTES I. C O M P L Y W I T H A L L P R O V I S I O N S O F T H E 2 0 1 8 C A L I F O R N I A B U I L D I N G M O E ( C B C ) , THE 2 0 1 6 C A U F O R N I A E L E C T R I C A L C O D E ( E E C ) . 2 0 1 6 C A L I F O R N I A M E C F I A N I C A L CODE ( C M C ) , 2 0 1 6 C A U F O R N I A P L U M B I N G C O D E ( C P C ) , 2 0 1 6 C A L I F O R N I A F I R E CODE ( C F C ) , 2 0 1 6 C A L I F O R N I A E N E R G Y C O D E , 2 0 1 6 C A L I F O R N I A G R E E N B U I L D I N G STANDARDSCODE. 2. A T A L L P U B L I C T O I L E T S A N D A C C E S S I B L E U N I T S : HOT W A T E R A N D D R A I N P I P E S U N D E R L A V A T O R I E S S H A L L B E INSULATED O R O T H E R V A S E C O V E R E D . T H E F R E S H A L L B E N O S H A R P O R ABRASIVE S U R F A C E S U N D E R L A V A T O R I E S . LAVATORY F A U C E T C O N T R O L S A N D O P E R A T I N G M E C H A N I . S S H A L L NOT R E Q U I R E T I G H T G R A S P I N G , P I N . I N G O R T V A S T I N G O F T H E W R I S T . THE F O R C E R E Q U I R E D T O A C T I V A T E C O N T R O L S S H A L L B E N O G R E A M R THAN 5 L B S . L E V E R - O P E R A T E D , P U S H T Y P E , A N D E L E C T R O N I C A L L Y - CONTROLLED M E C H A N I S M S A R E E X A M P L E S O F A C . P T A B L E D E S I G N S . SELF-CLOSING V A L V E S A R E A L L O W E D I F T H E F A U C E T R E M A I N S O P E N AT L E A S T 1 0 S E C O N D S . 3. I N S U L A T E P I P E S I N U N C O N 0 1 1 1 0 N E D A R E A S P E R 2 0 1 3 C A L I F O R N I A E N E R G Y CODE. 4. P R O V I D E S A F E , G L A Z I N G A S R E Q U I R E D P E R C B C S E C T I O N 2 4 0 6 . 4 . VERIFY A U C O N D I T I O N S P . C B C S E C T I O N 2 4 0 6 . 4 . 5. A L L F R A M I N G D I M E N S I O N S A R E T A K E N T O F A C E O F S T U D , T Y P I C A L , UNLESS S P E C I F I E D . 6. A L L I N T E R I O R E L E V A l l O N D I M E N S I O N S A R E T A K E N T O T H E F A C E O F FINISH, T Y P I C A L . 7. V E R I F Y A L L D I M E N S I O N S I N F I E L D A N D R E Q U I R E M E N T S F O R P L U M B I N G A N D ELECTRICAL. EL F U R N I T U R E S H A L L C O M P L Y W I T H B U R E A U O F H O M E F U R N I S H I N G S B U L L E T I N 133 F O R A L L P U B L I C A R E A S , A N D B U L L E T I N 1 1 7 F O R P R I V A T E A R E A S . SLOPE A L L E X T E R I O R D E C K S A N D P A T I O S 1 / 4 " f i l " ( 2 . ) T O D R A I N . S E E STRUCTURAL D E T A I L S . ALL V E R T I C A L S H A F T S T O B E C O N S T R U C T E D P E R D E T A I L " F / A 7 . 4 " . SEE F I N I S H S C H E D U L E F O R F L O O R F I N I S H M A T E R I A L A N D P L A C E M E N T _ ALL D O O R H E A D E R S T O B E F R A M E D 1 1 / 2 " H I G H E R A T S E C O N D A N D THIRD F L O O R U N . T O A C C O M M O D A T E L I G H T W E I G H T C O N C R E T E F L O O R . FOR W I D T H S I N S I D E U N I T S S E E E N L A R G E D F L O O R P L A N S O N A 4 . 1 - A 4 . 4 'EEC - S E E W A 7 . 5 . F O R L O C A T I N G D I M E N S I O N S . S E E " D / A 7 . 4 4 F O R CONTINUITYOF W A L L A S S E M B L Y . IN A D D I T I O N T O O T H E R R O O M S , P R O V I D E M U Z A K I N T H E C O R R I D O R S A N D A L L LAUNDRYROOMS. VERIFYYANDOWLOCATIONSAND I N T E R I O R D I M E N S I O N S O N E N L A R G E D P L A N S . FOR T A C T I L E E X I T S I G N D E T A I L S A N D L O C A T I O N S S E E D E T A I L F / A 0 . 2 . "FOC F I R E D E P A R T M E N T C O N N E C T I O N . SHOWERSRECESSEDINTO S E C O N D F L O O R P E R " 0 / A 7 . 5 " . ALL O U T S I D E C O R N E R S A T B U I L D I N G I N T E R I O R T O H A V E R A D I U S P E R " E / A 7 . 4 . OCCUPANTLOAD S I G N S S H A L L B E P O S T E D I N A C O N S P I C U O U S P L A C E N E A R T H E MAIN E X I T O R A C C E S S D O O R W A Y F R O M T H E R O O M D R S P A C E . P O S M D S I G N S .ALL B E O F A N A P P R O V E D L E G I B L E P E R M A N E N T D E S . A N D S H A L L B E MAINTAINEDBY T H E O W N E R O R A U T H O R I Z E D A C E N T . S E E F L O O R P L A N S F O R L O A D INFORMATIONAND L O C A T I O N . 1/ENDOWSLABELED ' A L A R M E D " A R E T O H A V E A L A R M S A T W I N D O W S C R E E N S . ALL N O N - A M B U L A T O R Y P E R S O N S S H A L L B E L I M ! . T O T H E F I R S T T Y / 0 S T O R I E S . LEGEND SMOKEBARRIER = 2 H O U R F I R E B A R R I E R = WALL T Y P E S - A S S E M B L Y ( S H T A l i ) 0 - - DOORSYMBOL ( S H T A E L I ) C) 2x4 S T U D W A L L S -DOORSYMBOL ( s m ' r . 1 ) (DDE =INSULATIONAT E X T E R I O R W A L L S (R-13 N O N - R E S I D E N T I A L ) (R-15 R E S I D E N T I A L ) 2..4 M E T A L S T U D DELAYEDEGRESSTO B E P R O V I D E D (ALL D E L A Y E D E G R E S S T O C O M P L Y W I T H WALLS . E = . 5 . 1 . = 6664%1381?)(sm-mu)(DP" - 2E6 S . 0 W A L L S = Z===INSU1_01702NiAATTAELTE,12010NRDi.AWNLLs3 PANIC HARDWARETO B E P R O V I D E D wxypoyi s y 7 , . . , 7 0 , _ (DHff A B , 2 ) .0. - . . . . . . . . . . . . . . . ' INSULATIONFTER2OrYLIVLL; TYPE 2 A 1 0 B C D R Y C H E M I C A L F I R E = EX"'"' ' I C A S I N E T FEC (R-25 A T A L L CONornoms)(PER a r t S P E C I F I C A T I O N # 4 2 4 HETFIRE C O D E S T A N D A R D S ) . M A X War,,r,LAIL, , „ - . . . , , - , - ; (R-25 A T A L L C O N D 1 1 1 O N S ) TRAVEGUI.ERL D I S T A N C E O F 7 5 ' B E T W E E N FirES.IN1381I9RY C H E M I C A L F I R E = EXTIN I N C A B I N E T . ( P E R C I T Y F E C 2x4 M E T A L S T U D W A L L S (R-13 I N S U U E O N - E X T E R I O R SPECIFICATION/424 1 1 1 3 F I R E C O D E l e STANDARDS) CONDI1.) 1,11LULATION V A L U E S A R E T O M E E T D R E X C E E D T H E 2.5 M E T A L 5 T L D WALL = . . . . G . . a . , , , , , c (R-19 I N S U L A T O N ) VALUES S P E C I F I E D I N T H E T I T L E 2 4 E N E R G Y CALCULATIONS. ALL I N T E R I O R W A L L S T O H A V E A M I N I M U M O F (R-25 I N S U L A E O N - E X T E R I O R 1-HOUR F I R E R A T I N G , U O N . PROMDE 2 - H O U R S E P A R A T I O N F O R T H I R D L E V E L 1 A . CONDITION) 8' T H . . C O N I C W A L L S = 3 H R . M I N . C B C 7 2 1 . 2 . 1 . 1 - ° - - ° - - ° - - - OCCUPANCIES,INCLUDINGKITCHEN. 4. A L L E X T E R I O R W A L L S A R E T O B E 2 - H O U R R A T E D 12" T H I C K . C O N C W A . = . o o o o o . PER 5 / A t l 3 H R . M I N . C B C 7 2 1 . 2 . 1 . 1 .AFT F I R E R A E N G - STAIRS - B A S E M E N T P R O T E C T I O N ABOVE P O D I U M = 2 H O U R R A T E D -1ST F L R T O 3 R D F L R = 1 H O U R R A T E D ELEVATOR.AFTS = 1 H O U R R A T E D MECHANICAL/PLMWGSHAFTS= 1 H O U R R A T E D (BASEMENTIS A P O D I U M S T R U C N R E A N D A L L . A F T SEPARAEONSSHALL C O M P L Y V I E T H 2 0 1 6 C B C ) NOTES: ALL W I N D O W S W I T H S I L L H E I G H T LESS 3 6 ° SHALL HAVE F A L L P R E V E N T I O N D E V I C E S I N S T A L L E D , P E R C B C 1013.8 EXCEPTION#2. S E E A 8 . 2 F C R P R O D U C T A N D INSTAUAEON R E P O R T -0 Q cA),c() 2,10 1 / , 35 • 29'101/2. 6,8 1 / 2 . • 18'2 yr 10-5 1/2'91-8 1/111-101/2'10-9 1/2" 15-1. O.1 1,2 3 / 4 1 . 2 3 / 4 • 1,9 1 / 2 • 15-1. 0' 1,2 3/e ur-o1/2•0-2 3/e 151.14'-,,•9.-6IP.13'_11•15-10. MERIOR WALL 3/4. IIIL.X42 DM 4. i" 51 7 /21' 61 2° 5.-81/r 7,7 1 /2' 1-2.7.-5i/r 7.-7ug 0 0 • 4' 8 1 / 2 . 5.-61/ • 5.-6I/4. 6 - 5 V ( 5"6ye 4 . - 8 ug i ' T . - 7.-71/2. 7 . - 2 ° 7.-5yr r -7ug 0 0 0 „„...,__ _ „ „ „ „ 4.-81/2. 5 . - 6 1 / 4 • 5,6 1 / 4 " 5 . - 6 y r I 5.-61/4. " 8 1 / 2 . 7-7 y r ' 5 1 / 2 . 7.-2. 1 • i 0 0 MN 0 0 0 7.-21/4° 6 8 3 / 4 . 0 4, -, 1 1 . - 2 . IMINIMIMIM LYIPTERIOR#1011 1 I I 1 .5' I ' ' COMA ElIIWI 10 1 i , . OOF 1 D R A I N 0 . 0 !LINE O F STONE VENEER - '<> 1 ' i 1 '0' ' 0 ' I i i ° . - i IROOF . DRAIN 1 0 0 0 1 L I N E O F I Z I P 1 1 1 I = M:4=„ „......- PLAN A - 3 . 3 1-511:1-1 IZT l a l . 0 4> ,,,,,,, 105 PLAN A - 3 3 I 217 1 li.ro ro Itli> t o i r 1 . - 0 * 1.-o...1 PLAN A - 3 3 1 2 2 4 I PLAN C - C O R N E R PLAN AA-31 7 I 207 1 RESIUENT CHANNELS PLAN A - 3 3 I 2 0 9 1 121-0 1 / 2 ' l"111-9'PLAN A - 3 3 Mill PLAN A A - 3 1 BEEI SMOKE BARRER Ila E 111 PLAN A A - 3 1 RESILIENT .ANNELS THIS S I D E Ell - . . 4110Zri'at PLAN A A - 3 1 MOM 11- [ 2 2 1 I PLAN A - 3 3 I 2 2 3 1 I _--Ex.; 1.-. 1 t 11141 I SEE A4 SHEETS FOR ENLARGED UNIT TYPE "C" ErgiAll O'N'S PLAN A A - 3 1 1 2 1 2 1 RESIUENT CHANNELS" THIS S I D E PLANAA-31EU RESILIENT CHANNELS THIS S I D E KAN AA-31EU cRHEASNILINZTs THIS S I D E FOR E N L A R G E D UNIT T Y P E " A " ELEVAEONS ME PLAN C-CORNER F • RESILIENT CHANNELSTmisSDE RESILIENTCHANNELS °A7gliTRa TW' RESILIENT iCHANNELS THIS S I D E /- c R H E A S I N L N I E E N L , T THIS S I D E RESIDENTCHANNELS ON U N I T S I D E . T T P . RESILIENT CHANNELS THIS S I D E - - RESILIENT CHANNELS THIS S I D E RESIUENT CHANNELS T-IIS S I D E I 2 2 5 i ,--THIS SIDE 402o IN 0 0 AI ..„„ IN RESILIENTCHANNELS c'At'T1giligtg-Tr. -=r------14 CRI:irLTs THIS S. IIIIP ill .4?-- ,I • IIP ,4 1 AT C O R R I D O R - ,„ I 1 1 •INSION 7,ia,_•.1, -.:41i 1 1 .IIIMI 11110P ofw ,...„„„_. III I ri A IIII1111 A „„„„„ Alb- 0 at' I 4 7 P , - i i i i I I n d 4_IS• Br - ; . _, Mir IIMM PLAN A-33FI206I I_ 0 1, . -, A 111,,'- "4) 1 III , a d 0 SILIENT PLAN A - 3 3 1226 1 Is,AC aps.iViVI 0 1 Iv pl• Vitl•L 4I N A el VI1 ii ir4,--...-,IN--V,-....... ---Ig ir-- INE11/ 1 _CI.ANNELS,,,..„,THIS S I D E 1M1 '---- ..-agatinflaiiiiialleffilititir - -........._ 1", 7:9 Ig 4). . RESILIENT CHANNELS lig Al Ft Initif,ilirlin t l i g a t i O .3.19 M A I L 41^11W1.01:10 SEE U / A 7 . 5 2 9 , v coRR,DOR I 21.7 1 ;.! c o o ) ( 4 3 1 _ 4 3 6 1 1 1 1 ' co I s T A N D p i p E W/ H O S 1-HR R A D 0 0 1 1 1 , R E S T I N G R A I L CORRID. 1 7 . 1C°"'"9t11490NET1) W / 2 . . - 1 . 1 1 . - 6 1 1 S E E 5 V 7 . 5 r E I M I ' 9 . O • NM 2,8 1 / 2 . M.-3lir 1 THISSIDE a MIIMMI Iii illan - RESILISIT , OILET /W CHANNB_S - ALL W ...L_0=, iM•MMEM M N = 1 , .... ' To_ RESILIENT,,,,,,,,,,as NM AIM. NI I itio mm1,7..... . NowNli.......LI FA WELLNESS CENTER 1 2 1 0 9 1 IONEMNI. E I E 606 M E D R O O M LID GE 1---,--,- -'1. I 121.1 rElipoE ,1 ' 1 1 T 1 11111 RESIUENT CHANELS -1RESIENT,,CHANNELSON UNIT S I D E . , P . S p E AT CORRIDOR B A R R I E R .= 4...M . . . E l ; R E S I D E N T - C H A N N E L S MIS S I D E MRIOR . WALL . . I.?7-. I.,4 - o,I . ONUNITSIDE.TYP. ATCORRIDOR RESILIENT CHANNELSON UNIT S I D E . T Y P . 40, FIREPLACE FLUE,BELOW PLAN A-35F 12.4 1 IM I I P ATCORRIDOR PLAN B - 3 5 S W RESILIENT CHANNELS liglia 1 PLAN B-35S 1 215 1 Z.,VLL -„,„„ M S S I D E PLAN B - 3 5 5 RESILIENT CHANNELS THIS S I D E Mil RESILIENTcRANNEL, TillsSIDE ._J 0 JAN TOR Eni 1- H1L5 S E R C Z DIRECTOR 12roI M I GE - 0 ', . „.41 II 1 2 1 1 1 THISWE „ - Fil _ SEE A 4 . E E T S FOR E N L A R G E D UNIT T Y P E azict ll I 219 1 i.-, 1 . - , ROOF DRAIN„„ iED ELEC I1 I .AFT loRESILIENT .ANNELS 10 """ THIS SIDE FRE PLAcE PLAN A-31. W. 1., sr - 4 1 > 1 1 ., --.,--1.-, _..„, El .'"1..POSTSIGN..A . O C C . 2 I 2... P E O P L E I , r+210; -• 1 -'-- 0Lit Ai s r A X R R E ' p V i s 121121 1 I 2.-T rd .I. a:Ail. ,7 1 1 OH x 0 RESILIENT CHANNELS 14> - PLAN A A - 3 3 --s- 14 -.....r228 1 14, .7 ; ' . MI III _ - Milk 0 [ 1 0 I I 0 ; 5-5 3 / 4 , 1 5 . - 5 3 / 4 • 4,1; 5.-91/r 1.40.rolroii=4 IMI ,,,..1,,t112,.TRATE A PLANC-33F EMI 4.-10 014>DRAIN 5 5 3 / 4 . 4 3/4•3/4• • 0-3 3/4" I 5.-s 3 / 4 ' i 5.-9 1 / 4 InGt PEOPLE .3.w ' I "3 l i r , 3 . - 4 • I 5.-5 3 / 4 . I VAIT7CGCN.:3 1 ; I THIS SDE , _ A 1 208 1 ELEVATOR SHAFTTOBE 2-HRRATED - 1 / 2 . IMMENEM1.11= LINEOF STONEv7. V E N E E R 4130TYP.INT. UNITY/ALL 111 VII Ali 's ‘, PE'LE THIS S I D E Mil,. Lii19' IIIMMIIMIIIIIIIIERIMIN I4 ,p 'TYP.INT. UNITVIALL WI 1 Nal SEE E N L A R G E D UNIT P L A N S F O R DOORSIM. RESILIENT ON U N I T S I D E . ATCORRIDCR CHANNELS Tr. .mi A , INT. YIALL 1. 10 k•••• TYR ; I Mill !IF Ari6 12-7 1 / 2 . Ark A t Ilb, A 0 TYP. UNIT,111111111 ' . IR '-- CHANNELS THIS FOR s :,...; ' 22-1 PLANC-37D I 229 I RESIDENT CHANNELS III IMMT ,01 it ThT RESILIENTCHANNELSECIiNIA PE " THISSIDE CHANNELS UNIT SIDE TYP. CORRIDOR LIZNEL SEE E N L A R G E D UNIT P L A N S DOORSIZE. 0 ''..;I vop 1 1.-,ON U N I T S I D E . AT C O R R I D O R ORRID 1 2102 1 T RESILIENT ON T IMMET M „„ 1 1 3 F hb.-1 ,, S ;1' CORRIDOR (E) _ii • I L._ i 01,-4 ,-, Li MCY ' PF S I G ' " S T A I R # NOROOFACCES"ME33-1EMT ON D O O R ) CHANNELS 11-11SSIDE PLANAA 33 * 1 - I 2 S1 I 1 0 'rROOF- DRAIN SEE A4 SHEETS FOR ENLARGED UNIIILME&C' ELEVATIONS •A, NV ' PLAN C-39D • 0 CHANNELS MIS S I D E RESILIENT i EOM 1 ‘ : I • RESILIENTCHANNELS.ON UNIT SIDE. TYP. 11 o T :M41. , „ , RESILIENT R O O F CHANNELS D R A I N THISSIDE I 0 Mit '"),,,,,,,. ATCORRIDOR PLAN C - 4 2 P 1 232 1 2e-11 lie 11311,1 1,1111 #1 11 Hp. FIRE .., I 41› SIGN: "STAIR PLANC-3FW 1 3 1 2311 NO ROOF (ON DO FLUE, PLAC STAIR#1 ...BELOW 1 2 1CA1 1 4 . _______ WERIOR 41111 6 ACCESS... -NI. .IIIIIL III_, 1111111111 ? -.° "--- CAIIIINIIIIIIIIII SEE A 4 S H E E T S FOR E N U R G E D In - a 1 "--- /STABik ' 1 21171 ELEVATIONS : uP(). UNITTYPE"C. PLANS& mum -se * 41>IIM I TY, A/n. I i VIATLELR'R !II - - . STONE VENEER AI 1 AU. „ ''' UNE VENEER OFST 1 ONE ELM 4# 0 SHABE2-HOUR - - - - - - -,j1 V .1.,..,s 0-3 1/2'131-113/4 5 1 3/e 5-r . 5"1. ; STANDPIPEW/ HOSE 'ZIP 1 CONNECTIONSACCESSIBLE 1 12'3 1/2*0-8"MEM 11,44 - : = 0-6 , , e _ e E L E V A M R TO ORERISERW/ H O S E CONNECTION SEEDD/A7.8 21'2 3/e 1 H R . R A T E D sHAn . STAIRSHAFTTOBE2-HOUR TOBASEMENTAND1-HOUR RATEDABOVEPODIUMSTRUCTURE 20-51 1012'3 10"3' cf ' ATEACHLEVELSEE I DD/A7.8 I.25,9.3'0 1 / 2 . 16'11 1 / 2 • 10-5 1 / 2 . . , , RATED 3'9 l y 5•, 3•-7 I-8° ug 31-10'T-V 22-4 1 / 2 . 12.-7 I P ° 26.-7 r-C 22.-3 ug ,I3 1 / 2 . T-V V,' sW-3 l I T 713', Cs I - r , cl B . 1 1 T h 1 - 1 / , I , r-,1-1 1 A B . 1 SCALE: 1 / 8 " = r - 0 " SECOND F L O O R L I V I N G A R E A = 2 1 , 6 9 5 S Q . F T FLOOR PLAN 0 LU JOB N O : SCALE: AS S H O W N DRAWN B Y : DATE: MAY 8 , 2 0 1 8 COPYRIGHT REVISIONS: SHEET N O : A4 1.1,1E1OFWALL BE C O N T I N U O U S ••7 (PAINT B L A C K ) II GYP. B O A R D T O AT W I D O W . s-4,4 ay; v REAR T O W E R P L A N SCALE: 1 / 8 " = 1 ' - 0 " TWO W A Y C O M M U N I C A T I O N . CBC 1 0 0 9 . 8 . 1 S Y S T E M R E Q U I R E M E N T S . i i o - W A Y COMMUNICATIONSYSTEM S H A L L P R O V I D E COMMUNICAIIONBE.EEN E A C H R E Q U I R E D L O C A l I O N AND A C E N T R A L C O N T R O L P O I N T L O C A l I O N A P P R O V E D BY T H E F I R E D E P A R T M E N T . M E R E T H E C E N T R A L CONTROLPOINT I S N O T A C O N S T A N T L Y A T T E N D E D LOCATON, A T W O - W A Y C O M M U N I C A T I O N S Y S T E M S H A L L HAVE A T I M E D A U T O M A T I C T E L E P H O N E D I A L - O U T CAPABILITYTO A M O N I T O R I N G L O C A T I O N . T H E T W O - W A Y COMMUNICATONSYSTEMSFIALL I N C L U D E B O T H A U D I B L E AND L A S I B L E S I G N A L S . 1009.81.1 M S I B L E C O M M U M C A T I O N M E T H O D . ( D S A - A C AND I 1 C D 1 - A C ) A B U T T O N C O M P L Y I N G V A N S E C 1 1 0 N lAiR1r1FTEPEGE"'SFIN - A 2 C 7 V t A l Z g r l THE A R E A O F U R L F 1 . 1 . I N D I C A T I N G M A T R t S C U E H A S BEEN R E Q U E S T E D A N D A U M T A T I H E C E N T R A L CONTROLPOINT I N D I C A T I N G T H A T R E S C U E I S B E I N G REQUESTED.A B U T T O N A T T H E C E N T R A L C O N I R O L POINT A N D A L I G H T I N T H E A R E A O F R E F U G E INDICAllNG I H A T T H E R E Q U E S T H A S B E E N R E C E I V E D . 1009.8.2 D I R E C T I O N S . D I R E C I I O N S F O R T H E U S E A .0-WAY C O M M U N I C A T O N S Y S T E M , I N S I R U C T O N S F O R SUMMONINGASSISTANCEMA 1 1 - I E . 0 W A Y COMMUNICATONSYSTEM A N D W R I T T E N I D E N R F I C A R O N OF T H E L O C A T O N S H A L L B E P O S . A D J A C E N T T O IHE T V O - W A Y C O M M U N I C A T I O N S Y S T E M . S I G N A G E SFIALL C O M P L Y I V I I H C H A P T E R 1 1 A , S E C T I O N 1 1 4 3 A O R SECTION11B-703.5 R E Q U I R E M E N T S F O R V I S U A L CHARACTERS.• GENERAL N O T E S 1. C O M P L Y M T H A L L P R O V I S I O N S O F T H E 2 0 1 6 C A L I F O R N I A B U I L D I N G C O D E ( C B C ) , THE 2 0 1 6 C A U F O R N I A E L E C T R I C A L C O D E ( C E C ) , 2 0 1 6 C A L I F O R N I A M E C H A N I C A L CODE ( C M C ) , 2 0 1 6 C A L I F O R N I A P L U M B I N G C O D E ( C P C ) , 2 0 1 6 C A L I F O R N I A F I R E CODE(CFC), 2 0 1 6 C A U F O R N I A E N E R G Y C O D E , 2 0 1 6 C A U F O R N I A G R E E N B U I L D I N G STANDARDSCODE. 2. A T A L L P U B L I C T O I L E T S A N D A C C E S S I B L E U N I T S : HOT W A I E R A N D D R A I N P I P E S U N D E R L A V A T O R I E S S H A L L B E INSULATED O R O T H E R W I S E C O V E R E D . T H E R E S H A L L B E N O S H A R P O R ABRASIVE S U R F A C E S U N D E R L A V A T O R I E S . LAVATORY F A U C E T C O N T R O L S A N D O P E R A T N G M E C H A N I S M S S H A L L NOT R E Q U I R E T I G H T G R A S P I N G , P I N C H I N G O R P M S T I N G O F T H E W R I S T . THE F O R C E R E Q U I R E D T O A C T I V A T E C O N T R O L S S H A L L B E N O G R E A T E R THAN 5 L B S . L E V E R - O P E R A T E D , P U S H T Y P E , A N D E L E C T R O N I C A L L Y - CONTROLLED M E C H A N I S M S A R E E X A M P L E S O F A C C E P T A B L E D E S I G N S . SELF-CLOSING V A L V E S A R E A L L O W E D I F T H E F A U C E T R E M A I N S O P E N AT W A S T 1 0 S E C O N D S . 3. I N S U L A T E P I P E S I N U N C O N D I T I O N E D A R E A S P E R 2 0 1 3 C A L I F O R N I A E N E R G Y CODE. 4. P R O V I D E S A F E T Y G L A Z I N G A S R E Q U I R E D P E R C B C S E C T O N 2 4 0 5 . 4 . VERIFY A L L C O N D I T I O N S P E R C B C S E C I I O N 2 4 0 6 . 4 . 5. A L L F R A M I N G D I M E N S I O N S A R E T A K E N T O F A C E O F S T U D , T Y P I C A L , UNLESS S P E C I F I E D . 6. A L L I N T E R I O R E L E V A T I O N D I M E N S I O N S A R E T A K E N T O T H E F A C E O F FINISH, T Y P I C A L . 7. V E R I F Y A L L D I M E N S I O N S I N F I E L D A N D R E Q U I R E M E N T S F O R P L U M B I N G A N D ELECTRICAL. 8. F U R N I T U R E S H A W C O M F ' L Y W I T H B U R E A U O F H O M E F U R N I S H I N G S B U L L E T I N 133 F O R A L L P U B U C A R E A S , A N D B U L L E T I N 1 1 7 F O R P R I V A T E A R E A S . 9. S L O P E A L L E X T E R I O R D E C K S A N D P A T I O S 1 / 4 " / F T ( 2 % ) T O D R A I N . S E E STRUCTURAL D E T A I L . 10. A L L V E R T C A L S F I A F T S T O B E C O N S T R U C T E D P E R D E T A I L " F / A 7 . 4 " . 11. S E E F I N I S H S C H E D U L E F O R F L O O R F I N I S H M A T E R I A L A N D P L A C E M E N T . Is. A L L D O O R F I E A D E R S T O B E F R A M E D 1 1 / 2 " H I G H E R ' A T S E C O N D A N D THIRD F L O O R U N I T S T O A C C O M M O D A T E L I G H T W E I G H T C O N C R E T E F L O O R . FOR W I D T H S I N S I D E U N . S E E E N L A R G E D F L O O R P L A N S O N A 4 . 1 - A 4 . 4 'EEC - S E E " D / A 7 . 5 " F O R L O C . . D I M E N S I O N S . S E E ' D / A 7 . 4 F O R CONTNUI, O F W A L L A S S E M B L Y . IN A D D 1 1 1 0 N T O O T H E R R O O M S , P R O M D E M U Z A K I N T H E C O R R I D O R S A N D A L L .UNDRY R O O M S . VERIFYWIDOW L O C A T O N S A N D I N T E R I O R D I M E N S I O N S O N E N L A R . D P L A N S . FOR T A C I 1 L E E X I T S I G N D E T A I L S A N D L O C A T I O N S S E E D E T A I L F / A 0 . 2 . "FDC- F I R E D E P A R T M E N T C O N N E C I I O N . SHOWERSRECESSEDINTO S E C O N D F L O O R P E R " G / A 7 . 5 " . All O U T S I D E C O R N E R S A T B U I L D I N G I N T E R I O R T O H A V E R A D I U S P E R " E / 6 7 . 4 " OCCUPANTLOAD S I G N S S H A L L B E P O S T E D I N A C O N S P I C U O U S P L A C E N E A R T H E MAIN E X I T O R A C C E S S D O O R W A Y F R O M I N E R O O M O R S P A C E . P O S I E D S I G N S SHALL B E O f A N A P P R O V E D L E G I B L E P E R M A N E N T D E S I G N A N D S H A L L B E MAINTAINEDBY T H E O W N E R O R A U T I N R I Z E D A G E N T . S E E F L O O R P L A N S F O R L O A D INFORMAlION A N D L O C A R O N . VANDOWSLABELED"ALARMED" A R E T O H A V E A L A R M S A T W I D O W S C R E E N S . ALL N O N - A M B U L A T O R Y P E R S O N S S H A L L B E L I M I T E D T O T H E F I R S T T W O S T O R I E S . LEGEND SMOKE B A R R I E R = I 2 H O U R F I R E B A R R I E R - 2x4 S T U D W A L L S INSULAllON A T E X T E R I O R W A L L S (R-13(11VA)1-11TIgrt-111T121-?) 2x4 M E T A L S T U D W A L . 3 3 3 1 E S E I S E E E M . C E INSULATON r d T W O n / L A I L ; 22==== (R-21 A T A L L C O N D I T I O N S ) INSULARON r E N E T I O r l e L . (R-25 A T A L 1 m o n o . ) INSULATIONrEVETIOVRIVLASLL (R-25 A T A L L C O N D I T I O N S ) 2x4 I A E T A L S T U D W A L L S 4 1 4 1 = W = (R-13 I N S U L A T I O N - E X T E R I O R CONDITON) 2x6 M E T A L S T U D W A L L = (R-19 I N S U L A T I O N ) 2x8 M E T A L S N D V / A L L S (6-25 I N S U L A T O N - E X T E R I O R CONDITON) 8" T H I C K . C O N C W A L L S = 3 H R . M I N . C B C 7 2 1 . 2 . 1 . 1 12" T H I C K . C O N C W A L L S = 5 • 5 • 5 5 5 3 H R . M I N . C B C 7 2 1 . 2 . 1 . 1 viaLL T Y P E S - A S S E M B L Y ( S I T A 1 . 1 ) C D - DOORSYMBOL(SHT A 8 1 ) iID DOORsymeoL ( s i r A a 1 ) ,(D5E DELAYEDEGRESSTO B E P R O V I D E D (ALL D E L A Y E D E G R E S S T O C O M P L Y W I T H 6660TiVe&rksiT a e . 1 ) <DP" :ANC H A R D W A R E T O B E P R O M D E D < 0 . winDow S Y M B O L (swr A8.2) TYPE 2 A 1 0 B C D R Y C H E M I C A L F I R E EXTNGUISHERIN C A B I N E T FTC (PER O T T S P E C I F I C A T O N # 4 2 4 HB F I R E C O D E S T A N D A R D S ) . M A X TRAVELDISTANCEOF 7 5 ' B E T W E E N FrP?1C5F11513811512YCHEMICALFIRE EXTINGUISHERIN C A B I N E T . ( F ' E R C I T Y a SPECIFICATION#424ITBFiRE C O D E . K . STANDARDS) NOTES: INSULATIONVALUES A R E T O M E E T O R E X C E E D T H E VALUES S P E C I F I E D I N T H E 1 1 . 2 4 E N E R G Y CALCULATIONS. ALL I N T E R I O R W A L L S T O H A V E A M I N I M U M O F 1-HOUR F I R E R A T N G , U O N . PROVIDE2-HOUR S E P A R A I I O N F O R T H I R D L E V E L ' A ' OCCUPANOES,INCLUDINGKITCH.. ALL E X T F _ R I O R W A L L S A R E T O B E 2 - H O U R R A . PER 5 / A 1 . 1 SHAFT F I R E R A T N G - STAIRS - B A S E I A E N T P R O I E C T I O N ABOVE P O D I U M = 2 H C C R R A T E D -1ST F L R T O 3 R D F . = 1 H O U R R A T E D EWVATOR S H A F T S 1 H O U R R A T E D MECHANICAL/PLMIn S H A F . - 1 H O U R R A T E D (BASEMENT I S A P O D I U M S T R U C T U R E A N D A L L S H A F T SEPARATONS S H A L L C O M P L Y W I T H 2 0 1 6 C B C ) NOTES: ALL W I N D O W S V A 1 H S I L L H E I G H T L E S S 3 6 ' S H A L L HAVE F A L L P R E V E N T O N D E V I C E S I N S T A L L E D , P E R C S C 1013.8 E X C E P T I O N # 2 . S E E A 8 . 2 F O R P R O D U C T A N D INSTALIATON R E P O R T 4g/s4Slf: cc)cc)A 260,2 1 / 2 ' .. 3'6'14'8'40,7• 29,10 1 / 2 " 35,6 29'-10 1 / 2 " 68 8 1 / 2 ' 14,4 1 / 2 ' 14,4•11,10 1 / 2 " 14,9 1 / 2 " 15-1'5,8 I / 2 " 1 2 , 0 1 / 2 ' 121-0 1 / 2 ' 5 , 8 1 / 2 ' 14,8 1 / 2 " 15-T 5-8 1 / 2 ' 1 2 , 0 1 / 2 " 12'-O 1 / 2 " 5 - 8 1 / 2 ' 14,5 1 / 2 ' 53,11' AI'SW 7,7• 6 1 9 1 / 2 . 8'8 1 / 2 ' 5 - 7 y r 6.-2. 5 - 8 1 / 2 " 7,7 1 / 2 ' 7 , 2 ' 7'5 1 / 2 " 7 ' 7 1 / 2 ' Atk ma? I I . 1 .I a l l i T Y P . , A T I I 7'-7 1 / 2 " r _ i . r-r 7-7' I I I j)1 I I i 7'-7 i / o ' r - 2 . 9,8 1 / 2 ' 12,0'12,0'8,2 1 / 2 ' 1 1 1 0 0 01.,... i, R O O F D R 00.0 - OF D R A I N i 0 0 0 IIM AMITYP., A T ; wir XT.' 0 0 0 0 0 0 _._.._.. 0 0 0 0 0 ---, imam-4•:§ciumENL4:aaaN w4;Pxo PLAN A - 3 3 I 3 0 8 I r i vlirE"T.1 .a. - i I 0 , T C L E . 1 " i , - 1 , 0 . - ------- " - - a,ER 2-HR VW E I S L E R ------ e 0 41) Ala 3,.. I 111 .7:VALI.z'au. 0 „„- - PLAN A A - 3 1 IEEE ....4 " " I omii -I.„.ACTIVITY 0 .--ii M I W A IIILOAI I C O M • I , BOX B E A M . I TYP. --1 : 0 129 DININGROOM I 3 1 2 1 ; -.., I I ...- Kan A - 3 3 : g I 3 0 9 I I POST S I G N : M A X I M U M OCCUPANCY2 P E O P L E , 2-HR 1 .71.1w9WPIIIE) DIRECTOR . I 3 1 1 1 1 . SMOKE ; B A R R I E R I 7 SEE A 4 S H E E T S F O R FITNESSCENTER PLANS 26 tt.R. C . T A P A L L SEE A 4 S H E E T S FOR E N L A R G E D "C" U N I T P L A N S AND E L E V A T O N S FIRE 1 B R E R 0 BM=-----------RESILIENT CHANNELS NIS S I D E 0 RESIUENTCHANNELS 27gi',Tg'0,-TY'. 1 •RESILIENT g CHANNELS .,,L4.- 1 0 " S O L A T U B E , T Y P . ink ii:),r • I ; 11 (1)5RRIER El . n i , __,,,o,H . 1 16 II, BEAUTY S A L O N ,31,5, T. S C E 0 : ft f--"' _, 73 SEE A 4 S H E E T S F O R ENLARGEDacsvirr " I , ROOMPLANS 1 . . . ACT., 1.3,0 I PRIVATE D I N I N G 30 immimiIMINIMMIIIMIIMENI, -539-ETWALLS posT s o n : M A X . O C C . FITNESSCENTER I 3 1 1 6 1 0 .... PLAN C - C O R N E R - F S II 1 , , . . li a M _,_, I" - - I I a RESIDEN 70,70,r, '' T Y P POST S I M : M A L O C 20 P E O P L E 41212-HR . . war 1 SEE A 4 S H E E T S FOR E N L A R G E D DININGROOMSe KITCHENPLANS RESILIENT TINSW p 11111P II j , 'AMER mir 40) PEOPLE° M , LcliiNiG41 4 . 7 lk I I I I ____. 1 abP022.TUAZY T 9 I M " -•••••-PEOPLE °' - :',..T I POT='Ir""€0 T6,Ii,1 MPOE 7 STORAGE I '::".-:: I __Ill: 0 RATED FroSTITA,arrote - - 8 P E O P L E . . . M11.11.1..1 &...; , , 1 P E O P L E in 2-HR lail, aRER . . 24.1(48. '... . . . . - 0 2151:-T 7 1-HR SHAFT 1 RESILIENT CHANNELS T. S I D E 1 41) 1 L _ 1 I I SKYLIGHT. 7 7-. I M I I : W C I f i l f t 1 IMMINIIIF. I ,i,, . w4.rialin. 7 ' 0 1 7 2 • 4E6 b 0 2' _I A B V . '-'-::7 . . = . cimmisiku, It ,,._0.40,23._°. GC' am! .. Mila o s-cr dn. C O R D O R ....„48,8ir7r ,3 1 / 2 " en lelagliallAME r:e =-40).STANDPIPEVi/ H O S E •iko CONNECTION(CABINET) V , 1 / 2 . 7 , CORRIDOR I 3 1 2 6 '4.(48''...-r r —. ffi.k 1_1 - RESTINGdirRAIL S E E U / A 7 . 5 : a RESIUENT v_,46,7 ''' , T A ' N FA Ly....gmemr. ----. a ,5 RESILIENT ON UNIT PLAN AT CORRIDOR _ CHANNE.IE I F I I I I I I . . . SIDE T Y P . - A M U 1 YUKGHT ., ANICA MI :7 A ri - 1 1111•11Z RESILIENT CIOCHANNE. O N mig. s i D E . T r . R E S I L I E N T CHANNE. 1.111: inoIlk" mooraraT. L - 2 - 1 - ; ESILIENT CHANNELSON ,„„igo,L---,,,,,-...milil P.--- asia CHANN. TYP A L L TOILETWALLS 144176A1 fin 6 1.2 "..,--. :I SEE A 4 s n E E T s FOR E N L A R G E D UNIT T Y ' ' . A . PLANS e s ELEVAIIONS ‘ 4 0 MRRESIUENT CHANNELS ;7, PLAN A - 3 3 W I 3 1 4 [ 0 litEE41,TON I mu Fe .E,j . ., 1 s i s 2 I lb:*MI EXHIBITION A-35F I ROOF HA. 0 - 1-: KITCHEN RESILIENT CHANNELS T. SIDE----, imL '0 • 0 0 I 4 i • AT C O R R I D O R PLAN B - 3 5 . I 3 1 0 I v-ir v . ' ROOF O R THIS S I D E 4 I . M I X UNIT S I D E . T I P . AT C O R R I D O R PLAN B - 3 5 S i312 I OF D R A I N RESILJENT CHANN. THIS S I D E - - ., Mr 0 0.;- '.2 M S E 11 7 , , PLAN 1 3 - 3 . 5 5 I 311 I ThissiDE 70 , 0 ` - . - ' ... I pm Fil i LEL-- .4, i.j___ . 1 - H R R A T E D .SHAFT 4 HO SMOKERBARRIER 1,0" 1 , 0 " 1111 NI -"".c. I ": , • . 2,1 EkLE ,,-----„,— --- -,.1 Iv=_.,... ill 11'10" -FIRE-PLACE FWE, BELOW PLAN C-33F 1 303 I 1 0.._(D E a c _ aIL2•1751 . • V 23 1 , ' F / S n I G N : °OF D R A I N .7 ._._0X07111 0 I -•-, - " - - - . . - , - , - . . - V , I 5,9 1 / 2 ' 1 5 - 4 ' -,.1 1 A.,I I i'"-i, a 1 i 6 ' ' - 8 1 4 , 1 T. c., RESILIENT CHANNE. F I R E P L A C E 4'-1 4'-3 1 / 2 ' 1 3 , 4 " I i 5 . - 4 . 6,3 3/4 ;6'-3 3/4' . i ! • ;V I 5,5ve I 5 - 5 3 / 4 ' '3 3 / 4 ' 6 , 3 3 / e 1 5-5 3 / 4 " 1 5 - 9 1 / 4 " 3-7 3/4' C H A N N E L S on PP. , r 15,„,,,„......,,IHIS S I D E F L U E , B E L O W ilr PLAN A - 3 I . '-f-, E-5 3 / 4 5 5 3/4 • _ L-M 1 L-..-.:4 _11-0711.11 V_ KITCHENEEO.....,._.., , I . 1 , 1".'"'-'t .. SKYUGHT ABV RN 'T IX 0 • . I 304 I ELEVATOR 0 SHAFTToBE 2-HRRATED. ENZIERIIIIII irffill 12'7 V f 10'111/2'11-11/2'12,71/2*11'r III MBE IHISSIDE PLAN C - 3 4 D RESILIENT I 3 1 5 I C H A N N E L S SEEENLAR.0 U N I T S C E . my ['LANsFm A T C O R R I D O R DOORSIZE. 1,,,,1' 171,111'IIILL 4:1) li 3 , 7,4" :-.--i 1-7„; 12,7 1 / 2 ' Y7ALE"' 12,71/2' 0- 1 S. T ... iv iriMIMM'ka,lair -u . . . , . I *M-11=-u _. 01 i RESILIENT RESILIENTCHANNELS S E E E , 1 _ 1 1 - ! T E P o R 1 0 DOORSIZE. °A7ALM. T w . " ' T — ' .4g Ai 22,1' _ POSTSIGN:MAX. 8 P E O P L E RESILIENT CHANNE. IHISSIDE .1'.5..-`f, , .S . El RESILIENT resEiDLEs lit II -0 14 II I. 0 ah 0 •-111" Mr II I.-.... m irir 0•1 11 _ _. . ,,L.,1-=-1,,„.„ ,f - 0 SEE FORENLAR.D PLANSlc ELEVATONS A4SHEE. I . . . . d . • 0 1,1,,, 0 0 w 0 0 LB ,FIREPLACE UNITTYPE - F W E , B E L O W PLAN C - 3 9 D I 302 I 0 RESILIENT 1* ... T , '‘,4 ' -a .'".1, ..1 PLANC-42 En cm, 0,281 8.-1o.I 4,5ALS illA 1 1 7 RESUENTcnannas 1 Ili MN . 0 T r 1-110101•111,,. RIER . 1 ,i SM. CORRIDOR 4116T. 1'-7VA SKYUMT C O I A M . S E E ae r - - - - s - + 4 3 / 4 ' . .s1HA,THRRATED , L-19.1:,:: -I- 1, .>„..7 II !Tip 1 0 1 CHANNELS SIDE,.1111S A2.3VILle 5,3 1 / 4 ° M e V EMIA PLAN C-33. I 301 I • TYP.INT. UNITWALL LS TY _r IL id imr,-,1 .* Tar TYP..ATE.T. POSTSIGN:NTEGD 111) 4 3 1 : D a k ' I Z T C 3 3 . : 1 : T o i , ' _Ii M r • r go[wrimiid t i l . ''..5-...•... , -, 7 1-1 LA ./..\ SV - <> ' 1 11 SFEOERAEANLTREEGETSD UNITTYPE"C.PLANSdc LEEVATONS ., _I, I v E ll OVE.SEEAN_ .1--- I 3 1 0 2 I I- I I i I7,101g . 3 0 i / 2 " on U N I T S . P P . 1 1 1 , 5,, 1 , _.--_„."--.I 14:4170VIN 0 1 e . - - STAR MINIM! 111 SHAFTTOBE2-HOUR i A T C O R R I D O R I •CI - -.1..c: • 1 EXT. ; WALL I 1 i 4,3 1/2, 13,113/4 _ _ 4>4>11 TILITS.AT Nu EK.. ; I I i l l b 1 6 : 1 -I i 15-7 1 / 4 " SIM: " S T A I R p NORiOFAxes (on o p ) glrIONVA ATtiCH L E V E L I I 'LIRE SEE TOBASEMENTANDI-HOUR [ R A T T R U C E D TUABOVEnum SRE 1 i 1 17,10i/2" 2:IEAVF13IN ,-, -X5_,'a ,v,r2irss :,?, 0 0 0 0 ' * FIRERISERHOSE CONNEC110 SEEDOA VI/ ''.e 8 , . 1 , ,... m a x . o c c 1 P E O P L E . .,I BUILDINGADDRESSNOTE 10INCHHIGHADDRESSNUMBERSMATHA MINIMUIAOF1 1/2" STROKEAFFIXEDTO STRUCTUREINCLEARMEW,UNOBSTRUCTEDBYTREESORSHRUBS. t'EWA%sEgligEATY07" ROAD,INCONTRASTINGCOLORCOIAPLY VATHCI, SPECIFICATION# 428. 22,4 1 / 2 " 29,7" Typ.EXT. I WALL 1 12,31/2" 1 4 , 4 1 / 2 " ! I 7.-01/4" 1 7 . - 2 1 / 4 " 01.0 SiGN:"SViR #2 NOROOFCCESS (ONDOOR 4,6" • a . - s • .... .. .. . 81-9 1 / 4 ' STAIRSHAFTTOBE2-HOUR 0 . T O B A S E M E N T A N D I - H O U R RATEDABOVEpommSTRUCTURE Anli 73F DD/A/.8 4,7 1 / 2 , 5 - 1 ' I 13,5 1 -101/2.0.131/2'I S er 3.10 3-0 1 / 2 " 20.-11.10,11'16,-8.14'2 1 / 2 " 6,9 1 / 4 ' ES ... 6,8 1 / 2 " 33I-7'r e 31-10'7,-4' W-3 1 / 2 ' MilMill= W il 9' 0 . .t-0'3,0 260'-21/2" miRn Fl n i ) R P I A N I .• •• I I 1 - / % I ' 4 SCALE: 1 / 8 " = 1 ' - 0 " THIRD F L O O R L I V I N G A R E A = 2 0 , 8 9 4 S Q . F T . A ® THIRD FLOOR PLAN JOB N O : SCALE: AS S H O W N DRAWN B Y : DATE: MAY 8 , 2 0 1 8 COPYRIGHT REVISIONS: SHEET N O : A2.3 1 HIGHEST ADJACENT CURB\ 53.91' (100.00) HIGHEST ADJACENT CURB EAST ELEVATION SCALE: 1/8" =1' 0" Ilk Ilk CUMEC r‘a Les a) 98 91' /145)98.91' 0451 TOpoi0FLISFLR utc21129 HEADERHEIGHT TOPOFsuB FLR 69' 015.09 HEADERHEIGHT .0=47A1M4Wf40;4"MoK tarNazi —MI - 12 71;15.11140 1111111iming111111111--- m•N 91 91' 0 WESTELEVATION SCALE: 1/8" =1' 0" 12 -11-Arl_11E°12 PITCH TYP., UNO haulmlin79' 1125.091 571:1:1,1UNO 98.91 0451 91 91'_am)_____ HEADERHEIGT IMF ,,,,,,,,f,e,i;;;;;;;;1$2;ima:mimummsnommiums,s;;;;;;;;;41:11:043itigAtImm;;;;; 111=111111 0 5 Fcr 0 CC0 <0 .71 W LLZt CO 0 < c±-;0 <cc6.< CD (21 Z0 < z U") z Lu 0 Ly, LLJ < >cILL1 M Li- < csi CC LLJ s"-"' > JOB NO: SCALE: AS SHOWN DRAWN BY: BP DATE: MAY 8, 2018 COPYRIGHT REVISIONS: SHEET NO: A6 TCPOFSLAB 51_004,031__ mturetanormiroloio TOPOFSOB •_6_911:QU9J. HEADERHEIGHT ENT CURBMENET i lMLIE* 2 12 PITCH 012 GABLE I billittlin I I • I UUflhiNi PlISHIE'SPAoDifi&NT CURB tatt aggigatattat nagMgt=Mtn13; 9,91'11381 -— _ (*11 MI IN113411131321132:13443111331413#1332341113,41g SCALE: 1/8" =1'- 0" 111114111111::: NORTHELEVATION SOUTHELEVATION SCALE: 1/8" =1'-0" ( ) COURTYARD- E A S T E L E V A T I O N COLORAND M A T E R I A L S C H E D U L E FINISHTAG SUBJECT MANUFACTURER/MATERIAL COLOR WEIGHT WEIGHT =ROOF CLAY R O O F T I L E BORAL R O O F I N G O R E Q U A L "RUST1C M A D E R A B L E N D " 10.7 L B . P E R SQ. F T . M A X „„, , , — , , , .--"'-" CI BODY "EXTERIOR S T U C C O F I N I S H . ' 20/30 S A N D F I N . "KELLY M O O R E " BONE 10 L B . P E A X R SQ.ESR-2064 =I BODY "EXTERIOR S T U C C O F I N I S H " 20/30 S A N D F I N I S H "KELLY M O O R E " TROPICAL T A N 10 L a P E R SQ. F T . M A X ESR-2064 I=1 TRIM MATERIAL V A R I E S S E E ELEVATIONS F O R D E T A I L K E Y S AND C A L L - O U T S "KELLY M O O R E " CORK B A R K N/A N/A En WINDOWS CASCADE O R E Q U A L VINW_ F R A M E S W / D U A L PAIN L O W E - G L A Z I N G ALMOND I N S I D E DARK B R O N Z E O U T S D E N/A N/A aza =7 MANUFACTURER V A R I E S ALL N R O U G F I c T o = - , 1 0 A B E X D , E R C O A T E D CUSTOM N/A BEI STONE V E N E E R EL D O R A D O S T O N E NANTUCKET S T A C K E D S T O N E - 5 0 % MONTECITO C U F F S T O N E - 5 0 % 15 L B . P E R SQ. F T . M A X ESR-1215aziSTONeVALLEL D O R A D O S T O N E BUCKSKIN 15 L B . P E R SO. F T . M A X ESR-1215 NOTE E X T E R I O R P A I N T S H E E N O N A L L L O C A T I O N S T O B E " L O W S H E E N " T Y P I C A L NOTE C O L O R E D E L E V A T I O N S A R E A N A R T I S T I C I N T E R P R E T A T I O N A N D M A Y V A R Y F R O M A C T U A L C O L O R S . F O R PROPOSED C O L O R S A M P L E S , R E F E R T O C O L O R A N D M A T E R I A L S B O A R D . LANDSCAPING D E P I C T E D I S F O R I L L U S T R A T I V E P U R P O S E S O N L Y . F O R P R O P O S E D V E G E T A T I O N A N D LOCATIONS, R E F E R T O L A N D S C A P E P L A N S . 12 PITCH GABLE 91 9 1 Q 3 8 I ....ie. 6 ) 0 0 ligliiniPP- 1031141"in.1111111 L i g a _9111=0_ I 151EIVEmilI= 11111111 ....4.. ' l i r 11_1! I 1 = , ' . ..smeN/F.1---—...___-- • • • . • . • • i i i IIIIZION •,„illinr„„!,• -1 liri 4ck A g a , t m y MAIL.CURB autia0 SCALE: 1 / 8 " = 1 . - 0 " .iii iu. Homoffiumilm 79'024991_ 1=142.1 •• 58 ( 1 0 3 0 9 1 PIIVIESiTeRENT C U R B COURTYARD- W E S T E L E V A T I O N SCALE: 1 / 8 " = 1 ' - 0 " 1110 EXTERIOR ELEVATIONS MATERIALS L E G E N D JOB N O : SCALE. AS S H O W N DRAWN B Y : BP DATE: MAY 8 , 2 0 1 8 COPYRIGHT REVISIONS: R-1 Clay T i l e R o o f - Rustic M a d e r a B l e n d B-1 Kelly M o o r e - Bone ST-1 Stone V e n e e r - Nantucket S t a c k e d Stone 5 0 % 8-2 Kelly M o o r e - Tropical T a n TR-1 Kelly M o o r e - Cork B a r k W-1 Vinyl W i n d o w - D a r k Bronze SHEET N O : A7MTL-1 Wrought I r o n - Powder C o a t e d F l a t Black ST-1 Stone V e n e e r - Montecito C l i f f s t o n e 50% 51-2 Stone W a l l C a p - Buckslcin A - EAST/ WESTSITESECTION (highest curb elevation 53.91 = datum 100) scale 1 = 1 top ofImor Mama 98.,r top drool *Wore - 9121' (1311) 44.64444444444.4.46.444.4444 ***** .4444.44"."4"4"."4" N•• ••=maimimmismi, IEDROOM CORRIDOR CORRIDOR eablIngRatory amp.. bolding, moat Rid cdoling2olay does famly redden, moo.. BATH comooR MDROOM Z‘LMIIN MIMI= DAMMoyaBon 79112.5.09) mond RoofflnIsh 65 (115.09) Mom MP Now. DMA IF -• :1= MMMM= Iml.MMUm • MMMMMMMM MMME-_, FRONTLOBBY CORRIDORREARLOBBY >0 %Citt.AWArik-sfREET- SECTIONBREAK SECIONBREAK A - EAST/ WESTSITESECTION (highest curb elevation 53.91' = datum 100) scale 1/8" = 1' piewleRMMWERftmaifil fligiflEEEW CORRIDOR KITCHEN thirdloallnloh elevallon - 75 (12203) – – – olevalon 69.(11KM) PE .4 I1 ,III imilimisminu — —.. 11 111 I TH KITCHEN 111.— C.,--_,--,...1101,40,044.04.404,1101,' 111 11 MI M RA CORRIDOR • IBMME ,..,.... n3•111111111,===11 .M11.i_, .. —.=ilm i s • • • IMMIE=: ' top ofMow wal elmsdlon •6725(11336) top ofNom .31 eleyallon - 6325 (10947 -- DOfloorIlnIshMovollon- Sr (10129)– – – – Woke grade Neva. - 5725 (10324) JOB NO: SCALE: AS SHOWN DRAWN BY: SJO DATE: MAY 8, 2018 COPYRIGHT REVISIONS: SHEET NO: A8B - NORTH / SOUTH SITESECTION (highest curb elevation 53.91' = datum 100) scale 1/8“ = 1' L.REVISIONS M A D E P E 2 REVISIONS: .1/5/I/ P L A N C H E C K COMMENTS SHEETNO: Ll CALIPER, H T S I Z E QTY W U C O L S N O T E S 24" B O X 1 3 L O W M U L T I - T R U N K 24" B O X 2 L O W 2", 1 0 ' 3 6 " B O X 7 M O D E R A T E S T D 24" B O X 1 0 M O D E R A T E S T D 1.251 7 ' 3 6 " B O X 4 L O W 36" B O X 3 L O W < 5§< w eLco6.9z z 6 s ) <ci 0 ,z2 bz c n g = w 0- 0 w LLI 3 0 fi ° < c c ; g c, L 5 L . I . JOB NO: SCALE: A S W O L I N DRAM B Y : JEO DATE: MAY8, 2 0 1 8 COPYRIGHT PLANTING N O T E S LANDSCAPE D E S I G N L E G E N D ARBUTUS M A R I N A DRACAENA D R A C O LAGERSTROEMIA I N D I C A ' T U S C A R O R A MAGNOLIA G R A N D I F L O R A ' L I T T L E G E M ' OLEA E U R O P A E A ' S W A N H I L L ' PHOENIX D A C T Y L I F E R A ' M E D J O O L ' TREES BOTANCIAL N A M E COMMON N A M E MARINA S T R A W B E R R Y T R E E 1 5 " , 8 ' DRAGON T R E E PINK C R E P E M Y R T L E DWARF S O . M A G N O L I A FRUITLESS O L I V E DATE P A L M PLANTING LEGEND & NOTES THE C E R T I F I C A T E O F C O M P L E T I O N S H A L L B E A C C O M P A N I E D B Y A N IRRIGATION A U D I • , I R R I G A T I O N S C H E D U L E , AND A M A I N T E N A N C E S C H E D U L E , AS D E S C R I B E D I N T • E C I T Y ORDINANCE. MASS G R A D I N G I S P L A N N E D , T H E S O I L A N A L Y S I S R E P O R T S H A L L B E SUBMITTED A S P A R T O F T H E C E R T I F I C A T E OP C O M P L E T I O N . A F I N A L a r r y I N S P E C T I O N S H A L L B E P E R P O R W E D . T H E I N S T A L L A I I O N CONTRACTOR S H A L L A T M N D M I S I N S P E C T I O N A N D MAKE ALL R E Q U I R E D REPAIRS A N D A D J J S T M E N T S T O A C H I E V E A P P R O V A L A N D C O M P L E T I O N FROM T H E C I T Y . 1. A D D W O F S A N D Y L O A M TOPSOIL T O A L L P L A N T I N G A R E A S . b.ALL W O R K T O B E P E R S P E C I F I C A T I O N S , S H E E T L I . 9• A M I N I M U M O F b.OF N O N - M E C H A N I C A L L Y C O M P A C T E D S O I L S H A L L I S E AVAILABLE F O R W A T E R A B E O R P T I O N A N D ROOT GRONLTHIN P L A N T E D AREAS. R I P A N D R O • O T I L L AS N E E D E D . 10. A P P L Y 6 Y A R D S O F COMPOST OR N A I U R A L F E R T I L I Z E R T O E A C H Ip00 SOIJARE F E E T OF L A N D S C A P E A R E A A N D R O T O T I L L T O A D E P T H OF E P MINIMJM,OR P E R SPECIFIED A m E t o t a B r r R E G O M M E V A T I O N S F R O M T H E SOILS A N A L Y S E R E P O R • . II. A L L L A N D S C A P E A R E A S , E X C E P T S Y N T H E T I C T U R F , S H A L L B E T O P - D R E S S E D WITHA 5 ' L A Y E R O F M J L C H , P E R S P E C I F I C A T I O N S . N O N P O R O U S M A T E R I A L SHALL N O T B E P L A C E D U N D E R T H E M U L C H . 12. P R O V I D E V I N E T R E L L I S S U P P O R T , P E R D E T A I L S S H E E T L b , F O R A L L VINES AND A B U T I L O N O N W A L L S , coLumte O R B U I L D I N G S . 15. F O R A L L T R E E S , I N S T A L L L I N E A R ROOT BARRIER W H E R E C E N T E R O F T R E E I S WE-11N5 F E E T O F C O N C R E T E , A N D O R A N Y A C P A V I N G O R W A L L S , T Y P I C A L , AND A S I N D I C A T E D O N T H E P L A N S . S E E D E T A I L , E f E E T L 6 . INSTALL P L A N T M A T E R I A L S A S S H O W N I N m e P L A N T I N G D E T A I L S , S H E E T L b . PLANT a w r r n i E s O N L E G E N D A R E P R O V I D E D F O R 7 1 . E C O N V E N I E N C E O F THE C O N T R A C T O R I N T H E E V E N T O F A D I S C R E P A N C Y B E T W E E N T H E P L A N ATV THE L I S T E D Q U A N T I • I E S , T H E P L A N S H A L L G O V E R N . lb. N A S E R Y T R A I N I N G S T A K E S S H A L L B E R E M O V E D F R O M A L L T R E E S A T T I M E OF P L A N T I N G . I R M S T H A T CAN N O T SUPPORT T H I E M S E - V E S N E N S T A K E D PER D E T A I L S H A L L B E R E J E C T E D . TREES W H I C H H A V E B E E N T O P P E D . O R CUT A L O N G THE L E A D T R U N K N U L L B E REJECTED. lb. L A N D S C A P E C O N T R A C T O R S H A L L E M A I L D I G I T A L P I C T U R E S O F A L L T R E E S Y U speciricAnota T O L A N D S C A P E N 2 C . H I T E C T F O R A P P R O V A L P R I O R T O ORDERING AND DELIVERY. AGRONOMIC S O I L T E S T CONTRACTOR S H A L L O B T A I N A N AGRONOMIC SOILS T E S T F R O M A L i c e i s m , TESTING L A B O R A T O R Y ' . C O N T R A C T O R S H A L L G I V E A C O P Y O F T E S T R E S U L T S ANC, R E C O M M E N D A T I O N S TO C I T Y L A N D S C A P E I N S P E C T O R A N D T H E P R O . E O T LANDSCAPE A R C H I T E C T P R I O R T O P R E - L A N D S C A P E I N S T A L L A T I O N I N S P E C T I O N . REPOR• M A Y B E S E N T E L E C I R O N I C A L L Y . R E P O R T M U S T B E O N F I L E B E F O R E INSPECTION. GREEN P O I N T N O T E S I. G R O U P A L L P L A N E B y W A T E R N E E D S E E E w p m : n o t e M A P , s i - y e r 2. I I J L C H A L L P L A N T I N G E E C * T O A D E P T H O F 5 ' ( E E E P L A N T I N G N O T 1 E ) . 5. D O NOT I N S T A L L A N Y S P E C I E S L I S T E D O N T H E C A L I F O R N I A I N V A S I V E P L A N T SPECIES I N V E N T O R Y L I S T . NO P L A N T S P E C I E S W I L L R E Q U I R E S H E A R I N G . REDUCE L I G H T P O L L U T I O N B Y S H I E L D I N G F I X T U R E S A M D I R E C T I N G L I G H T DOWNWARD. LIGHT-WEIGHT S O I L M I X F O R C O U R T Y A R D FOR C O U R T Y A R D P L A N T E R S O V E R P A R K I N G G A R A G E ALL P L A N T I N G M E D I U M I N C O U R T Y A R D S H A L L B E , OPAOLFINBARSER 1 1 5 1 - I T N E I G H S O I L M I X O R B a J A L *5 L I O N T - N E I G H T S O I L M I X CONSISTING O F . -5/16 A G E . , L A V A R O C K -COURSE S A N D -FIR B A R K -PEAT -RLL N A R I E N T P A C K A G E SCARCE OP.WOLFINBARGER, 909-627-1451 _ 5615 F R A N C I S A V E . CHINO, C A 9 1 1 1 0 LARGE S H U R B S BOTANCIAL N A M E COMMON N A M E - S I Z E VINE W I R E T O W A L L ABUTILON H Y B R I D U M ' F R I E D A ' - D E T A I L F A L S E M A P L E 15 G A L CORDYLINE A U S T R A L I S ' B U R G U N D Y S P I R E ' B U R G U N D Y D R A C A E N A P A L M 1 5 G A L . DODONAEA V I S C O S A ' P U R P U R E A ' PURPLE H O P S E E D B U S H • 1 5 G A L . ECHIUM C A N D I C A N S PRIDE O F M A D E I R A 15 G A L JUNIPERUS ' W I T C H I T A B L U E ' WITCHITA B L U E J U N I P E R 15 G A L LEUCADENDRON S A L ' S A F A R I G O L D S T R I K E ' Y E L L O W C O N E B U S H 15 G A L LEUCADENDRON S A L ' S A F A R I S U N S E T S A F A R I C O N E B U S H 15 G A L STRELITZIA N I C O L A ! GIANT B I R D O F P A R A D I S E 24" B O X CAMELIA J A P O N I C A ' E X T R A V A G A N Z A ' C A M E L I A 15 G A L MEDIUM S H U R B S BOTANCIAL N A M E COMMON N A M E SIZE MATURE IDlY WUCOLS S I Z E ( H X W ) 25 M O D E R A T E 6 ' x 6 ' 14 L O W ex3' 3 L O W 12')(6' 7 L O W 6'x4' 9 L O W 10'x4' 6 L O W 6'x6' 31 L O W 8'x6' 13 M O D E R A T E 1 5 5 8 ' MODERATE 6 ' x 6 ' MATURE QTY W U C O L S S I Z E ( H X W ) CORDYLINE A U S T R A L I S ' D E S I G N A L I N E ' B U R G U N D Y C O R D Y L I N E 5 G A L . OLEA E U R O P A E A ' L I T T L E O L L I E ' DWARF O L I V E 5 G A L . ROSA ' I C E B E R G ' WHITE S H R U B R O S E 5 G A L STRELITZIA R E G I N A E BIRD O F P A R A D I S E 5 G A L WESTRINGIA F R U T I C O S A ' M O R N I N G L I G H T C O A S T R O S E M A R Y 5 G A L . SMALL S H U R B S , P E R E N N I A L S , G R A S S E S BOTANCIAL N A M E COMMON N A M E SIZE 4 12 L O W LOW 4'x3' 5'x4' 8 M O D E R A T E 5 ' x 4 ' 241 M O D E R A T E 4 ' x 4 ' 5 LOW 3'x3' MATURE QTY W U C O L S S I Z E ( H X W ) AEONIUM P A L M E N S E GREEN A E O N I U M 1 G A L . AGAVE A T ( E N U A T A FOX T A I L A G A V E 5 G A L AGAVE D E S M E T I A N A V A R I E G A T A ' VARIEGATED S M O O T H A G A V E 5 G A L ASPARAGUS D E N S I F L O R U S ' M E Y E R S ' F O X T A I L F E R N 5 G A L . CAREX D I V U L S A BERKELEY S E D G E 5 G A L . CHONDROPETALUM T E C T O R U M SMALL C A P E R U S H 5 G A L DICHONDRA A R G E N T I A ' S I L V E R F A L L S ' S I L V E R F A L L S D I C H O N D R A I G A L . ECHEVERIA ' A F T E R G L O W FRINGE F L O W E R 1 G A L LOMANDRA L O N G I F O L I A ' B R E E Z E ' DWARF M A T R U S H 5 G A L . LOMANDRA L O N G I F O L I A ' P L A T I N U M B E A U T Y V A R I E G A T E D D W A R F M A T R U S H 5 G A L . LOROPETALUM C H I N E N S E ' S U Z A N N E ' FRINGE F L O W E R 15 G A L PHORMIUM T E N A X ' A M A Z I N G R E D ' NEW Z E A L A N D F L A X 5 G A L . ROSA ' N O A S C H N E E W H I T E ' WHITE C A R P E T R O S E 5 G A L ROSMARINUS 0 . ' H U N T I N G T O N C A R P E T ' H U N T I N G T O N T R A I L I N G R O S E M A R Y 1 G A L . SANSIVIERA T R I F A S C I A T A ' L A U R E N T I I ' S T R I P E D M O T H E R - I N - L A W T O N G U E 1 G A L . SENECIO V I T A L I S ' S E R P E N T S ' SERPENTS B L U E C H A L F F I N G E R S 1 G A L . WESTRINGIA ' G R E Y B O X ' DWARF C O A S T R O S E M A R Y 5 G A L . 156 L O W 2'x1.5' 14 L O W 4'x4' 37 L O W 3'x3' 119 M O D E R A T E 3 ' x 3 ' 18 L O W 3'x3' 69 L O W 45(4' 14 L O W 0.5'x3' 44 L O W 3 L O W 3'x4' 74 L O W 3'x3' MODERATE 3 ' 5 3 ' 4 L O W 3'53' 8 M O D E R A T E 2 . 5 ' x 3 ' 12 L O W 2'x6' 9 L O W 3'x1.5' 15 L O W 1.5'x3' 46 L O W Tx3' VINES MATUREBOTANCIAL N A M E COMMON N A M E SIZE QTY W U C O L S S I Z E ( H X W ) CLYTOSTOMA C A L L I S T E G I O I D E S BOUGAINVILLEA ' B A R B A R A K A R S T 411110--- D I S T I C T I S B U C C I N A T O R I A F—FICUS P U M I L A LAVENDER T R U M P E T V I N E BARBARA K A R S T B O U G A I N V I L L E A RED T R U M P E T V I N E • CREEPING F I G 15 G A L 15 G A L 15 G A L 15 G A L . 5 10 12 4 MODERATE LOW MODERATE MODERATE GROUNDCOVERS BOTANCIAL N A M E COMMON N A M E SIZE GUY W U C O L S MAHOGANY B U G L E W E E D SILVER F A L L S D I C H O N D R A SILVER C A R P E T NEW G O L D L A N T A N A BLUE C H A L K F I N G E R S BOWLES C O M M O N P E R I W I N K L E #SP4s @ 1 2 " O . C . 4 2 0 S F M O D E R A T E #SP4s 2 4 " D . C . 1 8 5 S F L O W #SP4S @ 1 4 " D . C . 4 6 S F L O W #1s @ 1 8 " 0 . C . 1 1 0 S F M O D E R A T E #1s © 2 4 " O . C . 5 3 0 S F M O D E R A T E #SP4s © 1 8 " O . C . 5 S F MODERATE COMMON N A M E SIZE QTY W U C O L S SPECIAL W A T E R U S E 32 S F SPECIAL[—Th— R A I S E D B E D F O R R E S I D E N T G A R D E N S , SUBMIT S O I L S O U R C E / S P E C . T O L A N D S C A P E A R C H . F O R A P P R O V A L . 3" W A L K - O N M U L C H P E R S P E C I F I C A T I O N S NON R E D W O O D O R C E D A R , P E R P L A N ROCK/ C O B B L E S - P L A C E A R O U N D E A C H D R A I N I N L E T W = 1 2 " , T Y P I C A L CONTRACTOR T O E S T I M A T E OTHER TYP. B O U L D E R W / S I Z E S E E P L A N F O R L O C A T I O N S . C O L O R / T Y P E P E R DETAIL S H E E T L 6 , I N S T A L L 1 / 3 T O 1 / 2 O F H T . B U R I E D . S U B S T I T U T I O N S OF S I T E S T O N E O R M U L T I P L E S O F S M A L L E R B O U L D E R S R E Q U I R E APPROVAL O F L A N D S C A P E A R C H I T E C T . OTAL 0axeltagigram THE BABMITA cominzrm AND SIGNED t E R I 1 F I C A 1 E O F C O M P L E T I O N S T A T U E T H A T T H E PROJECT H A S S E E N I N S T A L L E D A S D E S I G N E D . AJUGA R E P T A N S ' M A H O G A N Y ' DICHONDRA ' S I L V E R F A L L S ' DYMONDIA M A R G A R E T A E 2,§— L A N T A N A ' N E W G O L D ' SENECIO M A N D R A L I S C A E VINCA M I N O R ' B O W L E S ' 0 cnTXT X56G6E EPANi-ON !'11gRa; 66g4i.c.65A5HAVE COMPLIED WIN NE CRITERIA OF THE WATER-EFFICIENT LANDeCAFE OKANANCEA.1.0ApFLIED THEM FOR NE EFFICIENT USE Of WATER IN NE LANDSCAPE DESIGNPLAN."JENNIFER OLIVIERAOAKMONTS240OLD REDWOOD HWY, SUITE200 LUINDSOR, CA.S54S2 PH: 101-535-3200PLANTINGDESIGN PLANOAKMONTof HUNTINGTONBEACH18922 DELAWAREST., HUNTINGTONBEACH, CALIFORNIAWAIVEROF DEVELOPMENTSTANDARDSAPPLICATION