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HomeMy WebLinkAboutCD 2017-0032; CARLSBAD BEST WESTERN; Consistency Determination-·~ ---..._ -·-· ----------- ABBREVIATIONS AC ASPHALTIG GONCRE7: FTG =omING PM PRESSED METAL ACOLL"'T ACOUSTlC OR ACOUSTICAL FURR ~URRING PA P~R AD AREA DRAIN FUT iUTURE PSI POl.:NDS PER sa INCH ADJ ADJUSTABLE Ff POINT AFF ABOVE FINISf I FLOOR PIO PAINTED AGGR AGGREGATE GA GAUGE P.T.0. PAPER TOWEL DIS?ENSER ALUM ALUMINUl.4 GALV 5ALVANIZED PTN PARTITION APPROX APPROXIMATELY GB CYPSUM BOARD PT.A. PAPER TOWB.. REC=PTACLE ARCH ARCHITECnJfiAL GIB GRA36AR ASPH ASPHALT GI GALVANIZED IRON GL GLASS R AISER so BOA"ID GRND CROUND RAD RADIUS BITUM Sm.JMINOUS GR. GRADE RB AES.LIEJ\TBP.SE GYPBD GYPSUM BOARD RD ROOF DRAIN SLOG BUILDING REF REFERENCE 6LK BLOCK BL<G BLOCKING m:m REFRIGERATOR EM BEAM HB -IOSE 8183 AE!NF AEINfO',CED BOT BOTTOM HG -IOLLDW CORE REQ'D REQUIRED HD -IOLDDOW'-1 RESIL RES LIEN-:- HDV\'D HARDWOOD RM ROOM CAB CABINET'iY HD\'l'E -11\RDWAAE RO ROUGH OPENING ce CATCH BASIN HTR rlEATER RWD REDWOOD GC CENTER TO CENTER HM HOL:_()W MEf AL R.W.L. R/\IN WATER LEADER CEM CEMENT HORIZ '10RIZONTAL CEA CC:RAMIC HR HOUR CL CAST RON HT HEIGHT s SOUTH CLG CEIJ'IG HW HOI WATEA s" S/\N!T/\RY CU<G CAULK!ts!G SC SOLID CORE CLO CLOSET S.C.D. SEAT COV:R DISPENSErt GUS CLEAR ID INSIDE DIPMETER SCHED SCf-EDULE COL COLUMN INCL INCLUDED S.D. SOAP DISPENSER CONG cot-CRETE INSUL INSULATION SECT SECTION OONN COJ\NEGTION ,NT INTHltOR SF SQUARE FEET CONST CONSTRL,CTIO'I SH SHELF CONT COJ\T:NUOUS SHR SHOWER CORR CORRIDOR J-BOX JUNCTION BOX SHT SHEET CP CEMENT Pl.ASTER JAN JANITOR SHfG SHEATHING CTSK COUNTE?.SUNK JT JOIW SIM SIMILAR CNTR COUNTE"! SK SINK CT CERAl.-11CTILE S.N.D SANITARY NAPKIN DISPENSER CTR CENTER KIT KITCHEN S.N.R. SANITARY NA?KIN RECEPTACLE SP STRUCTURAL P~YWOOD SPEC SPECIFICATION DSL DOUBLE LAS LABORATORY so SQUARE om DEPARTMENT CAM u>.MNATE SST STAINLESS STEEL DET DETAIL <.AV LAYATORY SIS SERVICE SlNI< OF DOUGLAS FIA U<R LOCKER STA STATION D~ DIA\1ETER LT LIGHT STD STANDARD DIM DIMENSION LlWT UGH"lWEIGi-lT STL STE'c.L DIS=' 01S"ENSER $TOR STORAGE ON DOW\I STRUCT STRUCTURAL DR DOOR MAX MAXIMUM SUSP SUSPENDED OS DOWNSPOUT MB MACHINE BOLT sv SHEETVIJ\'YL OTC DETAIL MC MEDICINE CAB:NET S\'M SYI\IMETR:CAL ow DISHWASHER MECH t.lECHANICAL OW3 DRA'/i/[Na MEMB MEMBRANE MFR MANUFACTIJRER T TP~D Ml-' MANHOLE ™' TONGUE 8 GRoov;. E EAST Ml> MINIMUM ,s TOW=LBAR IC EXISTING MIR MIRROR TC TOP OFOURB eA EACH MISC MISCELLANEOLS m TELEPHONE EDF ELEC DRINK'G FOUNTAU\ MO MASONRY OPENING TER TFRRAZZO EJ Elr:PANSION .JOINT MTD MOUNTED THK TI-lCK/IHICKN'::SS ELEC ELECT!ilCil.l. MTL MET~.L '" TOP OF PAVEMENT Et.=v FLEVATI0'-1/ELF:VATOR MULL MULLION T.P.C TOILET PAPER DISPENSER EMERG EMERGENCY TV TI:LEl.l[SION ENCL ENCLOSURE T# TOP OF WALL EP ELECTRIC,.l>,L PA!\ EL N NORTH TYP 1'f?'CAL EO EQUAL (N) N::W EQUIP EQUIPME'I\T NIC NOT IN CONTRACT El<lST EXISTING NO NUMBER UON UNLESS OTHERWISE NOTED E>P EXPANSION NOM NOMINAL UR URINAL EXT EXTE"l!OR NTS NOTTO SCALE VERT VERTICAL SD FLOOR DRAIN o, OVERALL VEST VESTIBULE FDN FOUNclATl'.'.lN OBS OBSCURE FE FIRE ::XTINGUISHER 00 ON CENTER Fl'>! FLA FINIS--! FLOOR a, OLITSIDE :llAMETER w WEST FL FLOW LINE O~F OFFICE Wi WITH FLA FLOOR OPNG OPENING W/0 WITHOUT FWOR FLUORESCENT o=P Of'POSITE WC WATER CLOSET Foe FACE QI= BLOCK wn WOOD 0 0C FACE OF CONCRETE WH WATER HEATER :COF FACC ::lF nN\SH PL PLATE WP WATERPROOF FOS FACE OF STUD PLAM PLASTIC LA\11NATE WSCT WJ>.INSCOT rRPF FIREPRROF rwrr PL.ASTER WT WEIGHT FT FOOT/FEET PLYWO PLYWOOD REFERENCE SYMBOLS NUMBERING SYSTEM: 01 -AO.ll.--._ ~SHEETNO. DETAIL NO. ROOM IDENTIFICATION: ROOM~ ROOM NAME NAME I 107 1---ROOM NO l SO SF--AREA 0" ROOM DOOR TAG WINDOW TAG REVISION CLOUD r", AROUND REVISION ~ REVISION NO. SHEFT NO. SECTION ~0. ~ ELEVATION NO. @-._______ SHEET NO. Name S Eievation DATUM/ELEVATION POINT PROPERTY LINE ~ GRIDLINcS (~-~---- I CARLSBAD BEST WESTERN BUILDING RENOVATION PHASE I 751 MACADAMIA DRIVE GENERAL NOTES 7. IN CASE OF DISCREPANCY CONCERNING DIMENSIONS, QUANTITIES, AND LOCATIO~, THE CONTRACTOR SHALL, IN WRITING CALL TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES BE1WEEN SPECIFICATIONS, PLANS, DETAILS OR SCHEDULES. THE ARCHITECT WILL THEN INFORM THE CONTRACTOR IN WRITING, WHICH DOCUMENT TAKES PRECEDENCE. THERE SHALL BE NO ADJUSTMENT TO THE COST OF THE WOR< RESUL"ING FROM SUCH CLARIFICATION OF DISCREPANCIES. 2. INTENT OF DOCUMENT A THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE Ale ITEMS NECESSARY FOR THE PROPER EXECUTION AND COIVPLETION OF THE WORK. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. B. IN CASE OF CONFLICTS BETWEEN DRAWINGS AND SPECIFICATIONS, THE SPECIFICATIONS CONTr!OL QUALITY, MATERIALS, AND INSTALLATION REQUIREMENTS; THE :JRAWINGS CONTROL SIZE, LOCATION , AND QUANTITY. 3. FAILURE TO REPORT A CONFLICT IN THE CONTRACT DOCUMENTS SHALL BE DEEMED EVIDENCE THAT THE CONTRACTOR HAS ELECTED TO PROCEED IN THE MOr!E EXPENSIVE MANNER. 4. THE CONTRACTOR SHALL INVESTIGATE. VERIFY AND BE RESPONSIBLE FOR ALL CONDITIONS AND DIMENSIONS OF THE PROJECT AND SHALL NOTIFY ARCHITECT ABOUT CONDITIONS REQUIRl~G MODIFICATION BEFORE PROCEEDING WITH WORK. 5. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VE~IFY ALL DIMENSIONS SC:OWN ON THE ARCHITECTURAL DRAWINGS WITH RELATED REQUIREMENTS OF THE ELEC~RICAL AND PLUMBING ITEMS: NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE PROCEEDING W!TH THE WORK. 6. USE DIMENSIONS Sc'OWN RATHER THAN SCALING DRAWINGS. 7. Ar!CHITECTURAL AND ENGINEERING SERVICES A IT IS UNDERSTOOD THAT NORMAL ARCHITECTURAL LIAISON FOR THE PURPOSE OF INTERPRETATION OF THE CONTRACT DOCUMENTS IS PROVIDED BY THE ARCHITECT 8. CONTRACTORS RESPONSIBILITIES A. cXCEPT AS OTHERWISE NOTED, PROVIDE AND PAY FOR LABOR, MATERIALS, EQUIPMENT, FACILITIES, AND SERVICES NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. B. DESIGNATE DELIVERY DATE FOR EACH PRODUCT IN THE CONSTRUCTION SCHEDULE. C. r!EVIEW SHOP DRAWINGS, PRODUCT DATA AND SAMPLES, AND NOTIFY OWNER'S REPRESENTATIVE OF DISCREPANCIES OR PROBLEMS ANTICIPATED IN THE INSTALLATION OF THE PRODUCT OR ITS BEING PLACED IN SERVICE. D. RECEIVE AND UNLOAD PRODUCTS OT THE SITE. PROMPT~Y INSPECT PRODUCTS, RECORD SHORTAGES AND DAMAGED Del DEFECTIVE ITEMS. E. HANDLE PRODUCTS AT THE SITE, INCLUDING UNCRATING AND STORAGE. PROTECT PRODUCTS FROM cXPOSURE TO THE ELEMENTS, AND FROM OTHER DAMAGE. F. ASSEMBLE. INSTALL, CONNECT. ADJUST AND FINISH PRODUCTS AS SPECIFIED IN THE APPLICABLc SPECIFICATIONS SECTIONS. G. REPAIR OR REPLACE, AS REQUIRED, DAMAGED ITEMS NOT SPECIFICALLY PA'TT OF THE SCOPE OR WORK. H. TAKE THE NECESSARY MEASURES TO PROTECT ADJACENT PROPERTY AND SURFACES WITHIN AND OUTSIDE 1HE LIMITS OR WORK AS INDICATED. 9. SPECIAL INSPEC"ilON SEE STRUCTURAL GENERAL NOTES -SHEET 87 VICINITY MAP Carslbad, CA 92011 APN: 214-450-1700 BUILDING NOTES PROJECT DESCRIPTION --··-··-·-- THE PROJECT IS REMODEL/RENOVATIONS OF INTERIOR SPACES AND CONSTRUCTION OF NEW ADDITIONS TO THE EXISTING BUILDING. SCOPE OF CONSTRUCTION ----------- CONSTRUCTION WORK INCLUDES DEMOLl~ION OF SOM:c INTERIOR AND EXTERIOR WALLS; REMOVAL OF EXISTING STAIRS; EXPANDING EXISTING BREAKFAST AREA AND LOBBY; AND CONSTRUCTING NEW RESTROOMS AND EXTERIOR EXIT BALCONIES @ 2ND AND 3RD LEVEL. WORK REOulRES NEW ROOFS, WALL FRAMING, BALCONY NEW DOORS AND WINDOWS, INSTALLING NEW CABINETRY AND FINISHES, AND MODIFICATIONS TO EXISTING STRUCTURAL, MECHANICAL, PLUMBING, ELECTRIC/IL, AND FIRE SPRINKLER SYSTEMS AND ASSEMBLIES. THE FIRE SPRINKLER SYSTEM SHALL BE SURVEY BY A LICENSE CONTRACTOR WHO SHALL IDENTIFY ANY REQUIRED FIRE SPRINKLER MODIFICATIONS BASED ON THE TENANT IMPROVEMENT. A PERMIT SHALL BE OBTAINED FROM CARLSBAD FIRE DEPARTMENT BEFORE ANY MODIFICATIONS TO THE FIRE SPRINKLER SYSTEM. CODE COMPLIANCE EXISTING APPROVAL (APRIL 30, 1984) EXISTING BUILDING IS THREE STORIES TALc WITH 120 UNITS THAT WAS CONSTRUCTED IN 7984 COMPLYING WITH 1979 UBC, 1987 NEC AND 1976 UMC. SITE HAS 129 REGULAR AND 6 HANDICAPPED PARKING STALLS. BUILDING OCCUPANCY : R-1 THIS SUBMISSION CONSTRUCTION lYPE : V -1 HR SPRIN'<LERED NUMBER OF STORIES : THREE (3) INTRODUCTICN OF A FIRE SEPARATION LINE TO SEPARATE THE AJMINISTc!ATION BUILDING (BLDG. 1) FROM T'-IE REST OF THE HOTEL STRUCTURE (BLDG. 2). NEW CONSTRUCTION AND RENOVATION IS CONFINED AT "BLDG. 1" (ADMIN BLDG, SEE SITE PLAN) AND SHALL COMPLY WITH THE 2016 EDITIONS OF: THE CBC, WHICH ADOP:S THE 2015 IBC, 2015 UMC, 2015 UPC, AND THE 2014 NEC. A CERTIFICATION SHALL BE SUBMITTED THAT CERTIFIES THE EQUIPMENT AND SYSTEMS INSTALLED MEET THE REQUIREMENTS SPECIFIED IN THE REFERENCED NON-RESIDENTIAL APPENDIX NAY.A PER S:cCTION 140.9(b)3. ----- BLDG 7 -ADMIN BLDG BLDG 2 -HOTEL --.. OCCUPANCY ! (WORK CONFINED AT THIS BUILDING) (NO WORK, OCCUPANCY DESIGNATION UNCHANGED 1 PER ORIGINAL APPROVAL IN 1984) ----- ! BUILDING OCCUPANCY COMMERCIAL (MIXED OCCUPANCY -NONSEPARATED) I COMMERCIAL GROUP A-2 (HOTEL ADMIN INCLUDING LOBBY AND BREAKFAST AREA) I R-7 CONSTRUCTION TYPE V-A I I/ -1 HR NUMBER OF STORIES THREE (3) I THREE (3) ----·-- SPRINKLER YES (FULLY SPRINKLERED) YES (FULLY SPRINKLERED) ' AREAS TOTAL BUILDING GROSS ± 56,577.16 SQ.FT. (± 55,866.6 SO.cf OF EXISTING PLUS 770.56 SQ.FT. OF NEW FLOOR AREA) ' --- TOTAL BUILDING AREA ALLOWED : 74, 160 SQ.FT. (SEE AREA JUSTIFICATION ANALYSIS A 1.0) TOTAL OCCUPANCY LOAD SEISMIC DESIGN CATEGORY 266 PERSONS (VARIES PER FLOOR) B AREA AT BLDG 1 -ADMIN BLDG (WORK CONFINED AT THIS BUILDING) GROSS± I A2' A-3 FIRST FLOOR 3,092 , 3,092 ± (100%) 3 B R-1** ! . SECOND FLOOR 2,095 ' 413 = (19%) 279 ± (13%) ! 1,303 ± (62.1%) ---- . THIRD FLOOR 1,869 I 1,869 ± (100%) 7,056 SQ FT 3,505 ± (50 %) 279 ± (4 %) 'l~CLUDES AREAS USED AS MEANS OF EGRESS AND OTHER INCIDENTAL AREAS 1,303 ± (19 %) 7,869 1. (27.9 %) GROSS± FIRST FLOOR 16,540.67 SECOND FLOOR 16,540.67 THIRD FLOOR 16,540.67 ARCHITECTURAL HARRELL ARCHITECTURAL PARTNERSHIP 2908 FRANKLIN BLVD., SUITE B SACRAMENTO, CA 95818 (916) 454-2051 CONTACT: BILL HARRELL A-2* A-3 .B i CONSULTANTS STRUCTURAL PEMBERTON ENGINEERING 2050 LYNDELL TERRACE SUITE 200 DAVIS, CA 95616 (530) 792-0511 CONTACT: MARK PEMBERTON *' OCCUPANCY DESIGNATION UNCHANGED PER ORIGINAL APPROVAL IN 1984 R-1** 16,540.67 ± (100%) 16,540.67 ± (100%) 16,540.67 ± (100%) } NOWORKAT ANY FLOOR MECHANICAL/ PLUMBING/ ELECTRICAL ------··------· -- SACRAMENTO ENGINEERING CONSULTANTS 10555 OLD PLACERVILLE ROAD SACRAMENTO, CA 95827 (916) 368-4468 CONTACT: MING CHENG/PHIL BEJARANO SHEET# 1 2 3 4 5 6 7 8 9 10 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 CONSISTENCY l>ETERMINATION EXHIBIT FOll01UGJNALPR011lCTNO. ,Sf [%~CE) ~n ,~ I J -illl;, 2s:;'. ' »-1 tf/cr It~ Don Neu, City Plarmcr !2.-.. R.ECOMMENDEDBY: . J ~ ,, DATE:'-" ,YI a I 'l . DRAWING INDEX ARCHITECTURAL SHEET TITLE - cs COVER SHEET A0.0 ADA STANDARDS & DETAILS A1.0 SITE PLAN/ AREA JUSTIFICATION ANALYSIS A3.1 1 ST FLOOR EXISTING/DEMO PLAN A3.2 1ST FLOOR RENOVATION PLAN A3.2_1 ENLARGED FLOOR PLAN/ FURNITURE/ SCHEDULES A3.2.2 REFLECTED CEILING PLAN A3.3 2ND FLOOR EXISTING/DEMO PLAN A3A 2ND FLOOR RENOVATION PLAN A3.5 3RD FLOOR DEMOLITION PLAN M\1$\ A3.6 3RD FLOOR RENOVATION PLAN A4.1 ELEVATIONS A5.1 SECTIONS/ DETAILS STRUCTURAL S1 GENERAL NOTES AND TYPICAL DETAILS S2 FOUNDATION PLAN S3 SECOND LEVEL FLOOR AND LOW ROOF FRAMING PLAN S4 STRUCTURAL SECTIONS AND DETAILS S5 STRUCTURAL SECTIONS AND DETAILS (CONT:) PLUMBING P1 .1 PLUMBING LEGEND, NOTES & SCHEDULES P2.1 PLUMBING FLOOR PLAN P2.2 PLUMBING FLOOR PLAN MECHANICAL M1.1 PLUMBING LEGEND, NOTES, SCHEDULES & DETAILS M2.1 MECHANICAL FLOOR PLAN ELECTRICAL E1 SCHEDULES,LEGENDS E2 LIGHTING PLAN E2.b LIGHTING PLAN SECOND & THIRD FLOOR 2 E3 POWER PLAN E4 TITLE 24 E5 TITLE 24 2 E6 TITLE 24 E7 TITLE 24 harrell architectural partnership (916) 454-2051 2908 frankl'n bvd, suite B HAP@HAParchitects.ccm sacramento, CA95Bi8 consultant fourl five project -w z Cf) 0: <( w WI > ~ Q_ -(f)z 0: 0 WO "!'""" 0 <( "!'""" 0 s-0 r---~ I--C\J "!'""" 2 0) I Cf)~ 0 <( <( l.{) u ,:;j" WO 0 I -,:;j" mz <( "O "!'""" CT5 C\J Ow 0 .0 (J) z <( a: <( ,._ ()_ c3 <( B5c, 2 _J z ,-- 0: --LO <( 0 r-- o::::! :J (() date FEBRUARY 2, 2017 rAS,sion 1 -PLAN CHECK REVISION 05/22/2017 &.-PLAN CHECK REVISIO\I 06/19/2017 A.-PLAN CHECK REVISIO:\J 08/29/2017 4 -HEALTH PLAI\ CHECK REV 09/19/2017 -PLAN'G DEPT. CLARIFICATION 03/06/201B sheet title COVER SHEET drawn by LU/AM checked by WYH sheet cs WlmH CLEARt..NCE 1 I ,--------.--+ I I I PULi. SIDE I I v 18"MIN Add 6' at ext. : side ofext. door S2'MIN 12'MIN' flLJSH t:ID[ L ______ _j ___ .._ J WIDTH Cl..EARti.NCE J SE:' FINISH SCHEDULE 3/16" X 3" DIA SST WALL BRACKET W/ SATIN FIN@ WALL SUPPORT c 1/L" 0 SATIN l'IN. STL. GRAB BAR, TYP. (1 1/2' 0 @ HANDRAIL) -~ 1½" 2X6 BUKG OR 6" \'IIDE 20 GAUGE METAL BACKER PLATE 4-#12X3' SCREW EA BRACKET LETTERING RAIS:'D 1/32' 1 ~-• · .. , HEIGHT OF LETTERING" rfs __ w .··_·, .• _n_. TI'._· .· . ·._· 1 Gc1ADE #2 BRAILLE 5/8' MIN. TO 2" MAX. ~ . . / ' ' . . ' EXIT STAIR DOWN ---EX.ff ROUTE WHERc REQUIRED, PROV'DE "TACT:LE EXI-SIGNS" ---- (8'X4" OR B"XB") MOUNTED AT 60' A.F.F. TO THE CENTER OF SIGN ON THE WALL ADJACE~T TO THE L'ITCH S'DE OF THE DOOR, OR IN THE CASE OF INSUFFICIE\T SPACE ON THE LATCH S!DE, 0~ A PAIR o= DOORS, PLACE ON THE NEAREST ADJACENT WALL, PREFERABLY TO THE RIGHT. / 0 '° v ' .• / / - / / • -• ' ' ' ,, ' _, @f--D_O_O_R_C_LE_A_R_A_N_C_E_S_-F_R_O_N_T_A_PP_R_O_A_C_H ____ N_TS 01---G_R_A_B_B_A_R ______________ N_TS G)f--T_A_C_T_IL_E_E_X_IT_S_IG_NA_G_E _________ N_TS j° WIDTH CLEP.RANCE j r------,---+ I I I ¢ i I PULLSDE ! 24"MIN REFLECTORIZED SIGN MOUNTED ON POST@ 80' ABOVE PARKING, CONSISTING OF WHEELCHAIR SYMBOL IN WHITE ON DARK BLJE 12' BACKGROUND ------~~;:;;,'."~~=;;==;=:::;, __ .,._ "N PAINT CURB OR END OF STAL_ eLUE CONG WHEEL STOP __ _ STRIPES@ 36" OC (WHITE OR BLUE)) -----------~ STRIPING -2" STRIP[ (BLUE) 36" SQUARE I.SA SYMBOL PAINTED ON PAVEMENT NOTE: REFER TO SITE PLAN FOR S:E SPECIFIC DIM:'NSIONS 9'-0" 1.....---BLJE BO~DER TY~. 1.,----WHITE PAINTED 1 Z HIGH LETTERS 8'-C" MIN @ VAN ACCESSIBLE PARKING --..._ __ STALL -' ~----_ _..,.,.;-~-,---.,.,_ -...._ -· ....-· ., WALL INSTALLATION ALCOVE INSTALLATION w ,- ~ (j) >-z ~ ::2 t= Q_ z < <( Z(f) 0: ~~ wO (/) () 60" MIN. 18" 0/ 0 - ( "" \ \ OJ \ J " ~ RESTROOM ACCESSORIES ~ / MIRROR SOAP MIRROR -----~=~~~PE~SER EDGE OF ~ x z z 28" :,: < :,: ~ ~ MIN. b -a-a,-'" i'-LAVATORY "' 0J 0J FRONT VIEW URINAL: SIDE VIEW ~'VALL TYPE) ALL DISPENSERS +40" MAX TO HIGHEST \ OPERABLE PART \ ,-44" MIN. 10" -ral ~~ I • PAPER ~c,,-.===ii TOILET. z _ ·1 ~~ ~ SIDE VIEW FIXTURES@ RESTROOMS WATER >< ~ < z z CLOSET :,: \a :a ~ :a -a-" 0) ,__ "' 0J N SIDE VIEW 13 ~ URINAL: MIN, SIDE VIEW (STALL TYPE) 6"MAX~ 36" MIN. ~ FRONT VIEW 18" REQUIRED ~CLEAR SPACE I I 2 I I :ji: I I ~ I I L _J --+-:a:~ URINAL PLAN VIEW NOTE: =IxrURE USED TC INDICATE HEIGH-Lllv1'TATIONS: THEY DO NOT NECESSARILY REPRESENT ACTUAL SHAPE CR MODEL_ j DOOR CLEARANCES-LATCH APPROACH (o\, ADA.HANDICAP ACCESSIBLE PARKING 1---S-IM_W_/_C_L_O_S_ER_&_LA-TC_H _________________ N_T_S ~1---------------------------N-TS 0-A_D_A_D_R_IN_K_I_N_G_F_O_U_N_T_A_IN_S ________ N_TS 0-A_D_A_R_E_S_T_RO_O_M_S_T_A_N_D_A_R_D_S _________ NTS WIDTH CLEARANCE ,------- 1 ¢, PULL SIDE 3E:i'MIN 22"MIN PU3H 31DE J \//lf>TH CLcA9ANC:C J 36 l ' SYMBOL GRID PA.TTERN 17 EQUAL DIVISIONS ~ CENTER ON HAI\DIC?PSTALL AT S'ART OF s-:-AL_ LIN~S PA.INT SYMBOL & BO~DE'l WH'TE REFLECTORIZED ---~ PAINT FIELC ROYAL BLLE \ § u~== \ 0 PARKED IM DESlGMA.W 70SQ INCH 1 ACCESSIBLILJTY SIGN W ~~D~~G I"--PLACARDS OR UCDIS£ ,-P!.A'TtS ISSUED FOR Cl PERSONS 11fflliDISA8lUTIES z 0: (J) wz l=Q co -=:( U) C";J [L 5 o-_o 0: CJ _J 0 OJ ~ (J) W,I.Y EE TOWED A't/J.Y AT _ GWM£Rs ~~-TOWED ,-vtHK:l.£S -.Y BE ""-"'"'" ~HotUNii HANDICAP PARKING SPACE SIGN, TYP 12" MIN D I I I @ BOTTOM OF RAMP 12" MIN D ~ 12" I. ,·1 ---.. I @TOP NOTE: GROOVED BORDER MUST BE ON THE LEVEL SURFACE AT THE TOP OF THE RAMP OF RAMP ~ ft /_ >-~ lJ ·_. '.,, .. " ,: • \ • • • 4 •• ' ' . . , DOOR CLEARANCES-HINGE APPROACH 1r0, HANDICAP ACCESSIBLE PARKING SIGNAGE ~ HANDRAIL EXTENSIONS@ RAMPS 1---S-IM_W_/_C_L_O_S_E_R_&_LA_T_C_H __________________ N_TS ~e---------------------------NT-S ~--------------~------------N-T-S WIDTH CLEARANCC t ,--------7--1-- • I ' PULLSJDE 32' MIN PUSH SIDE 24' MIN I EXT. DOORS 1 1811 MIN INT DOORS ______ ! ____ , Wl::JTH Cl FARA~CF J NOTE· V,'IDTH CLEARANCE Af-'PLJt::8 WHl::;.N X>8" 24'. COUNTER (SEE PLANS) W/ 6" SPLASI-L--=---i=1=::::;;=------7t 2" ~,,----t--1~~~~ 4 ~ -~-1/4'.PLYWDBACK vlTL P~LL, 1YP ~ PLASTIC LAM FINISH DOOR FIN FLR ACJUSTABLE 3/4" PL YWD P"""lF"""""·"'·-"'5---""-"'!-i"'-.:.----.. --"'"~-SHELF W/EDGEBAND 11-----+~--ff>*-STANDARDS & SHELF CLIPS 2X6 WO STRETCHERS ----1ftl~"c--@ 2'-C" O.C. ----~-________ J-·------~? •. -A. , ; ; • 12",, i ,,;:1/] . ~o" , ,;r;;. ' • .:, '-'' :~' ! D . • I ·-! X ___ •_' ., • I ...., >; ·l ~ I @ TO I OF STAIR i I @ BOTTOM OF STAIR I Note: X = tread depth LE"TERING RAISED 1/32" HEl•GHT OF LETTERING ----r I'--,.,1,1,1 IE"''',"n 5/8" MIN. TO 2" MAX. I/WU U'~ --GR/I.DE f/2 BRAU.E Q~hl 0 hl~ ' LlNrn~:C~ ... \i'~O,.l!:M. (j~[ct-,! \ / -----/ WALL MOUNTED SIGNS IDENTIFYING SYMBOLS CENTERED ON THE DOOR@ 60" ABOVE THE F'NISrc FLOOR IN A COLOR AND CONTRAST DIFFERENT FROM THE DOOR. WOMEN'S FAGUTY DOOR SHALL HAVE A 12" DIAMETER CIRCLE, 1/4" T'-IICK. MEN'S FACILITY DOOR SHALL HAVE AN EQUILATERAL TRIANGLE 1/4" THICK, 12" SIDES, AND A VERTEX POINTING UPWARD, A UNISEX FAGLITY DOOR SHALL HAVE A 12' DIAMETER CIRCLE, 1/4"THICK, AND A 1/4" THICK TRIANGLE INSCRIBED ANC SUPERIM?OSED ON THE CIRCLE. Q 1WJ(Q} Il:!L~J'1,J .l .l 12' DIA J 1211 l ' DOOR MOUNTED SIGNS INADDITIONTOT~E 12". A S':'lv1BOLS @ +60" ON RESTROOM DOORS, PRCVICE SIGN MOUNTED @+60" ON WALL AT LATC~ SOE OF DOOR . 12" DIA ' ' ~ @, ' ' -' " / • " / / SIGNAGE HEIGHT / • (fJ 0 ,- '°Z l @ DOOR CLEARANCES-FRONT APPROACH RECESSE ADA TYP. CABINET HEIGHT N~S 0-H_A_N_D_R_A_IL_E_X_T_E_NS_I_O_N_S~®~S_TA_I_R_S _____ N_TS 0-A_D_A_R_E_S_T_RO_O_M_S_IG_N_A_G_E __________ NTS ---------------------~ "------------------------------------------------------------ 2 harrell architectural partnership (916) 454-2051 2908 franklin blvd, suite 8 consultant ourl project w Z(f) a: <( WI I-Q_ Cf) z WO s- I-I- (/) ~ WQ co z Ow <( er: ffi (9 _I z er: - <( 0 u~ ::) co date !-!AP@H.A.Parchitects.com sacramento, CA 95818 w > -a: 0 ;-0 <( ;-0 0 f'--.. -C\J ;- 2 0) I 0 <( <( LO u 'tj- 0 i 'tj- <( u ;-co C\J u _o (J) z <( ,__ O,_ c3 <( 2 r- LO r--- FEBRUARY 2, 20i 7 revision &-PIAN CHECK REVISION 05/22/2017 A-P~N CHECK REVISl:JN 06/19/2017 &_-PLAN CHECK REVISION DB/29/2017 A-HEAL :H PLAN CH ECK REV 09/19/2017 sheet title ADA STANDARDS AND DETAILS drawn by TT/LU/AM checked by WYH sheet AO.O AREA JUSTIFICATION ANALYSIS SITE DATA LEGEND: ·-------PROPER1Y LINES ROAD/RIGHT-OF-WAY CENTERLINE -----------(FRONTING MACADEMIA DRIVE AND AVENIDA ENCINAS) 269 FT. -PERIMETER LENGTH FRONTING PUBLiC WAY } --4 34.14% OF BUILiDING PERIMETER IS FRONTING A PUBLIC WAY 788 FT. -PERIMETER OF BUILDING (OUTER PERIMETER FRONTING PROPER1Y LINES) ti ~----~ ti----- QUALIFIES FOR AREA FACTOR INCREASE PER 506.3.1 43'-2" BUILDING HEIGHT FROM FIRST GRADE PLANE TO APEX OF ROOF (BEFORE AND AFTER ANY ADDITIONS) THREE (3) STORY BUILDING -FULLY SPRINKLERED R1 1YPE VA -HEIGHT RESTRICTIONS PER 2016 CALIFORNIA BUILDING CODE PER TABLE 504.4 THREE (3) STORY (WITH AREA INCREASE) FOUR (4) STORY (WITHOUT AREA INCREASE) PER TABLE 504.3 50 FEET BUILDING HEIGHT (WITH AREA INCREASEADJUSTMENl) 70 FEET BUILDING HEIGHT (WITHOUT AREA l~CREASE ADJUSTMENl) NO HEIGHT INCREASE USED I ALLOWABLE AREA DETERMINATION PER 506.2 3 (SINGLE OCCUPANCY (R'.). MULTISTORY BUILDINGS THE ALLOWABLE AREA OF A SINGLE OCCUPANCY BUILDING WITH MORE THAN ONE STORY ABOVE GRADE PLANE SHALL BE DETERMINED IN ACCORDANCE WITH ~QUATION 5-2: ALLOWABLE AREA-{A1 +(NS* j )] •,1 L~2--F-O_R_R_O_C_C_U_PA_N_CY_, A_C_T_U-AL_N_U_M_B_E_R_O_F_S_TO_R_IE_S_. -NO_T_T_O_E_X_C_E-ED-2-~ (NO INDIVIDUAL STORY EXCEEDS ALcOWABLE AREA WHEN VALUE IS 1) ~---1 0.09 AREA FACTOR INCREASE PER 506.3.31 ' f -/FIP-0.25] • W/30 ., L 30 PER 506.3.2 W-47'-2" (SEE SITE PLAN) WHERE WIS GREATER THAN 30, 30 SHALL BE ~SEO ... 788 BUILDING PERIMETER SEE S:TE DATA ABOVE / 269 PERIMETER FRONTING PUBLIC WAY i SEE SlTE DATA ABOVE r -[269 .1 788 _ o.2s1 • 30/30 1 -[V.3414-0.25] * 1 r -0.0914 ~----< 12000 NON-S~RINKacD R1 VALUc PtR TABLE 506.2 ~------l 36000 SM (WITHOUT HEIGHT INCREASE R7 VALUE PER TABLE 506.2 ALLOWABLE AREA -[36,000 + (12,000 * (0.09 )] * 2 ALLOWABLE AREA~ [36,000 + (1,080 )} * 2 ALLOWABLE AREA -[37,080] • 2 : ALLOWABLE AREA -rl 7:-4:-:,1:-:-60=-s=Q=-.F:::1=-: 'I' c------------__J BUILDING AREA 'v--~--v----/~~,.--..,------& 55,666.60± SQ FT. 458.56 SQ.FT. 252.00 SO.FT. EXISTING BUILDING AREA* 1,.----....,--~, -,,.-...____ NEW ADDITIONAL CONDITIONED AREA NEW COVERED PATIO/EXTERIOR EXIT BALCONIES IF Sa -1, ALLOWABLE AREA IS 37,080 SO.FT. ~O INDIVIDUAL STORY EXCEEDS THIS ALLOWABLE AREA (SEE COVER SHEEl) BUILDING AREA WITH ADDITIONS IS LESS THAe: ALLOWA3LE AREA PER 506.2 UNDER 506.2.3 EQUATION 5-2 56,577.16± SO.FT. TOTAL BUILDING AREA WITH ADDITIONS 1<.---1~-------~ * EXISTING BUILDING AREA PER 6/20/16 DOCUMENTS FROM "PRECISION PROPERTY MEASUREMENT" AS PROVIDED BY OWNER ' I i I 1 I I r ---------------- 97'-2"= 91.5 SQ FT. ADDITION t--- 1 0 -0 jl "' .;,. "' MACADAMIA DRIVE r--------------------------, I I I \ I \ I \ \ -----------7---------- D FiRE SEPARATION ~ i 199'-5":L -------------.: / , --, , / jl, C\! I j(. ., i 2'-211 ± ,1 LINE "j ...+-.... --+-----1--11-----i,--+---, LIMITS OF WORK ------- 367.06 SQ FT. ADDITION 252.0 SQ T. A oo Do D \ \ ~ I I \ I I \ I I \ I I \ I I \ I I \ I I \ I 1 \ I I \ I I I I I \ I I \ I I I I 1 "~~~---=-~=r------(\-~ 80'-0' 62'-7''± 0. I ti Q ¢ I I \ I I \ \ I I \ I ' \ I I \ I I \ I ' \ I I \ L ____________________________________________________ _ I I _________________________________________ J N (D,---S_IT_E_P_LA_N _______________________________________________________________ Sc-al-e:-~--2-0·--o" NOTE ALL SITE TEMS (PARK!NG, RAMPS. WALKS, CURBS, PATH OF TRAVEL, ETC.) MUST BE AD.A COMPI JANT SUBJECT TO FIFLD VFRIFICATION ------------------------------------ harrell archrtectural partnership (916) 454-2051 2908 franklin blvd, suite B consultant ourl project w z Cf) 0: <( WI I-Q_ (j) z WO ~- I-~ fi]> O] 0 oz <( w O] 0: (j) C) _J z 0: -<( 0 u~ :::> a) date HI\P@HAParchitects.com sacramento, CA 9581 B five w > -0: 0 <( -~ <( 0 <( u <( ~ ,-0 ..---0 0 r--C\l ..--- 0)' 0 <( LO O";" s::::I" -0 ,-cu C\l .D Cf) z ,..__ 0.... 8 <( FEBRUARY 2, 2017 r:e;.sion 1 -PLAN CHECK REVISION D.5/22/2017 A-PLAN CHECK RCVISION 06/19/2017 A-PLAN CHECK REVISION 08/29/2017 A-Hsi:\LTH PLAN CHECK REV 09/19/2017 &-PLAN'G DEPT. CLARIFICATION 03/06/201E sheet title SITE PLAN drawn by LU/AM checked by WYH sheet A1 .0 D D MATCH LINE , --------------,...-....,....,-,...,------------0--------------------------------------------------7 I I f-------(E) FENCE TO REMA.N . . -,-~-~---~-~--~-~FP-•---------~-~~~--==...,.====="""''"""'""""'"""""'""=-' --1+------~-~---,(EJ-WALKWAY -------· ! ---~ ;:,;u/~~~=~§ I I ! ! i I i i I ! I l i j I l DESK LOBBY (E) ELECT RM REMOVE (E) STAIR, TYP. 4'-0" 5'-8" 15'-0" :=~~:=±2 -zzaz:zzz (E) WALKWAY ./'-.-"'___,,'------'"-"----/'-./'-___./'- ! BREAKFAST I l I REMOVE BREAKcAST ! ROOM INCLUDING 'inNDOWS, l DCORS A'JD ROOF STRUCTURE i l ! I i I ! i l __________ (c) WALKWAY ' l ~I {' ~ i I! ~ u ' i [I I i! :r :1 I b ------V FIRST FLOOR EXISTING/ DEMOLITION PLAN WEST SIDE V WING "C" (NO WORK) ' /' ~ ' ' ' i; I ;-;--r: ~ ' i: i g : [ I ~ p--JJ I T.c:;,' c===:::;:: I' ii I : i I ~ I I L I ', I I I 'LJ'il L _______________ MATCH LINE --------c==='=='- .: ',-i I ! I : :i ! I I I I I Ii I ! I ! i I I v 11 [ t;> I ' I, : ' PARTIAL WING "B" (NO WORK) t I'-L_ ,-' L ' b 1-1 r, 7 i I I I : I ' C i I t Scale, 1/8' ~ 1'-0' ----~-------------~----------~------ SHEET LEGEND (E) WALLS TO REMl'J N )L;Z' ;z:;z ;z:;;t REMOVE EXISTING WALL - PATCH & REPAIR CEILING, FLOOR & ABUTTING WALLS AS NECESSARY EAST SIDE (NO WORK) WESTSIDE KEY PLAN " ; a • ~ " ~ ~ harrell architectural partnership j I ;;I; ~ ' s ~ § • i ' (916) 454-2051 ?908 fr1mklin blvd, suite B HA.P@HAParchitects.com sacrame:-,to. CA 95818 ~ consultant I i ~ ourl w Z(J) 0:: <( w WI > I-(L - (J)z 0:: 0 WO ,--0 ~-<( ,--0 0 I'-- I-I--C\I ,-- 2 0) I (J)~ 0 <( <( L() 0 ~ WO 0 I -~ mz <( TI ,--co C\I Ow u .D (/) z <( 0:: <( ,._ 0... c3 <( ~G 2 _J z -r- 0:: -LO <( 0 r---,.. u~ :::) a) date FEBRUARY 2, 2017 revision A.-PLAN CHECK REVISION 05/22/2017 A-PLAN CHECK REVISION 06/19/2017 .Lb..-FL.Al\ CHECK :=1EVISION 08/29/2017 &.-HEALTH PLAN CHECK REV 09/19_/2017 sheet title FIRST FLOOR EXISTING/DEMOLITION PLAN -LOBBY/RECEPTION ' ' ' , drawn by LU/AM * C ' ~ , checked by ii ' ' ' i sheet ~ f ' ' VVYH A3.1 £IBLS,.5~RATION,.P5.0PFRTY lli::!,E_ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ WALL OF FUTURE ELEVATOR HOIST WAY ''-1 0 MATCH LINE -------------------------------------------------------------7 46,_4,, 25-0" 20'-0" ! 1 1 : 1 (N) CONC', AK R @ LIMITS OF WORK I : 1-10" ' " 6'-0" I .. ' ~--··. (=} FENCE --T-- ~--~--~~L;:~;~~ ---~~=~"=_=_=_=_=-==-===l==l:==t==-~-r--- -------(E)WALKWAY ---'? I i -FIRESEPARA ION PROPERTY LINE I ' ' I ,, I _______________ j~ _,, t t (E) ~LECT. RM. 1 OCCJPANT iN) PANTrlY A-2 ';. -®--.©.------©, % I (N) 2'-6'' X 17'-CT' /Ts\,~-----"-+ I BREAKFAST W 'f' I COUNTER ~ I i I I SHEET LEGEND funu?JtZ) t8888W888H MATCH LINE (E) WAI_LS TO RElv'.AIN NEW 1-HR INFILL WALL 2X WO STUDS @ 16" 0. C. W/5/4' TY>E X' GYP. BD. TEXTURE TO MATCH AIDJACENT SURFACES NEW EXTERIOR WA_L - SEE (12\ ~ HARDWARE NOTES 1, FOR DOORS®@® PROVIDE A SIGN ON OR NEA~ THE EXIT DOOR, READING 'THIS DOOR TO R"MAIN UNLOCKED WHEN SPACE IS OCCUPIED." VERIFY AT MAIN LOBBY ENTRANCE DOOR IF SIGN EXIST ELSE PROVIDE SAME SIGri. 2 cor-.=1RM AT ALL EGRESS DOORS THE LEVccL AT EACH SIDE OF DOOR DOES NOT EXCEED½" 3. OPERATION CF ALL DOORS SHALL NOT EXCEED 5 POUNDS. 4, ALL BUH HINGccS Af;J LEvER TYPE HARCWARE SHALL BE "SINGsE EFFORT' 5. Acl HANDAC17VATED DOOR OPENING hARCWARE MEETS THE FOLLOWING REQUIREMENTS, PER SECTION 118-404.2.7: A. LATCHING, OR LOCKING, ooo=is IN A PATH OF TRAVEL ARE 0PE'1ATED WITH/., SI\GLE EFFORT BY LIEVER TYPE HARDWARE BY PANIC BARS, PUSH-PULLACTIV.~TING BARS, OR OTHER HA.RDWARE DESIGNED TO PROVIDE PASSAGE WiTHOUT REQUIRING THE ABILITY TO GRASP THE OP2Nl~G HARDWARE B. IS ~o BE CENTERED ,-34" BUT ,s44'ABO FLOOR. D ! ! ! I I i ! (Ni LOW VOLTAGE ELECTRICAL CLOSET 314.22 SF f---------------1 0 CJ ~-------------------------------, ® I I I i ! D i ! I ! I i ! i I I ' 1 OCCUPANT WRAP (E) COLUMN EB (E) LOBBY A-2 1227.83 SF 82 OCCLPANTS WRAP (E) COED~ (~) TV WALL [E) COVERED WALK 21 OCCUPANTS ) " ---. ( 5'-0" \_ ' 7 \ / ---~ (N) FRONT DESK ~1 lilmm!lt""-t-~ ~@IN_) 30" DEEP ~ IO R~FR~SH~ENT ' AO.C COUNTER 6'~ ~ 1" I ---EX"OSE;;-BEAlv'. ---I I ABOVE, TYP. @,~_,__,_ __ .,_ I I ________ _ I ___ J ----i r---------- (N\ BREAKFAST A-2 952.66 SF 64 OCCUPA~TS I ® I I ==========~===1 E-INSTALL SURFACE \ I OUNTED FIRE & &) XTINGUISHER ' 1 i f-___ El2GE QESQ=FIT_ 7-___ -1 ;-OCCUPAN:::~ \---i ©""-®--w---\§1- 4'-5' E'-0" 7'-11" 4'-4' 0 w 0 w -e-- l I 0 l w ! ---e-1------~ ~ CJ ' " ! J ---CJ c:::::::J j 8'-1" 8'-1" -----------I -~ 7-------1 ~2~ -------------(b)-~c-1> -,,, d @ ~I I "'' I " ~I ' ---------------------------------1----------------------------------~-----' ~ EDGE OF WALKWAY ABOVE TYP. 6" X 12" PLASTIC SIGN W/ 1" HT. (MIN) LETTERS ON CONTRASTING BACKGROUND ~ OCCUPANCY SIGN 01---'----'---"----- FlRE SEP TION PROPERTY LINE (E) COVEclED WALK r: ~l===o=o ====ou=====[r, ! : _, IE) ST-'JR ' I' ' I '' 1i , I ! (E) CCVEP.ED WALK WING"C" (NO WORK) -~ ---------- ti ¾ -•- 2 --\-~--------------------(E)WALKWAY ---------------- FIRST FLOOR RENOVATION PLAN EST SIDE NOTE: 1. ALL EXISTING DOOR SIZE AND HARDWARE ARE HC COM PL YING, SUBJECT TO FIELD VERIFICATION. 2, ALL EXISTING SITE ITEMS INCLUDING PARKING, WALKS, CURBS, RAMPS, STAIRS, ETC. ARE HC COMPLYING, FIELD VERIFY. ~ ·------------ w z :J ~ w Cl. 0 a: Cl. z C ,= ~ <( a ~ '" w er 0: I: ' I I! ' n.' , I f (El STAIR '--' 1lj I ' r'f J I I [ ! I, v : I l I v • I I i I L I' Scale: 1/8" -1'-0" ! PARTIAL \/\/ING "B" (NO WORK) ~--Ne 28 MSG GALV. STEEL 1-114" LEGS CORNER BEADS WITH SCRccWS SPACED 12' O.C. PER UL DESIGN No. X526: 1-HR. Aft.TING) WRAP OVER EXISTING COLUMN COLS-0001 SCALE 3/4"-1 '-0" DOOR LEGEND 3'-0" / ®@@ WO DOOR 1-3/8' TH K INTERIOR DOOR HOLLOW CORE IN METAL ~ e § 2 ~ I I e ; rol _, I (.D JAMB WITH 1 AND; BUTT ,,i H,NGES AND LEVER-TYPE _ DOOR HARDWARE 36" AFF • ;' 3'-0" -,r----r CO rl====h ~~@@® 0 I METAL DOOR 1-3/4" THK ~ i; ~ ' / /'. co EXTERIOR GRADE WITH TEMPERED INSULATED GLASS FANEL IN METAL 8 JAMB WITH 1 ANJ ~ BUTT ! ~0NL~~8o~N~H~ii:~~;6'' I IM====!,,11 ' (.D AFF: PUS.~ PANIC YARDWAR ! WITH CLOSER: nANSOM S WINDOW AtlOVE DOOR i 3'-0" / 6" I ~ s g ; I I e ' ' a co ' CD WO DOOR 1-3/8" THK INTERIOR DOOR HOLLOW CORE IN METAL ~ JAMB WITH 1 AND t BUTT ! JUAL-ACTING HINGES AND l 6" X 24" T::MPcRED ?RIVACY ! GL~SS PANEL WINDOW j DOOR NOTES: 1 COCRS BETWEEN CONDITIONED AND UNCONDITONED SPACE MUST HAVE A DOOR SEAL ALL AROUND INCLUDING A DOOR BOTTOM. 2. FOP TYPICI\L DOOR DETAILS, REFER TO@@ WINDOW LEGEND b FIN, FLR. ' C\I © ALUMl,~UM FRAME, INSULATED DOUBLE PANE GLASS, NON-OPERABLE 7' 2"+ --, EQ EQ -----{- 0 0 <:I" ' CD b FIN. FLP. ' C\I ® ALUMINUM FRAME, INSULATED DOUBLE PA~E GLASS, NON-OPERABLE WINDOW NOTES: 1. SEE IN'iERIOR DESIGN FINISH SCHEDULE FOR FRAME FINISH AND COLOR. 2, VERIF-Y ROUGH OPENING BEFORE MANUFACTURING WINDOWS. EAST SIDE (NO WORK) WESTSIDE KEY PLAN ' l ~ ' s • I ' I I harrell architectural partnership (916) 454-2051 2908 franklin blvd, suite 8 consultant ourl project -w zcn a: <( WI I-0... cnz WO s: - I-~ en> WO mz Ow <( a: t75 C) _J z a: - <( 0 o=:::! ::::J aJ date HAP@l-"AParchitects.com sacri:cme:110. CA 9581 B five w > -a: 0 ,---0 <( ,---0 0 r---N ,--- 2 0) I 0 <( <( L() 0 "<:j" 0 I "<:j" <( TI ,--- CON 0 .D (f) z <( ._ Q__ c3 <( 2 ~ L() r-- FEBRUARY 2, 201 7 revision &.-?LAN CHECK REVISION 05/22/2017 &-PLAN CHECK REVISION 06!19/2017 A-PLAN CHECK REVISION 08/29/2017 A-HEALTH PLAN CHECK RS/ 09/7 9/2017 sheet title FIRST FLOOR PLAN RENOVATION LOBBY/RECEPTION BUILDING drawn by LU/AM checked by WYH sheet A3.2 EQUIPMENT SCHEDULE <iJ ITEM MANUFACTURER MODEL# 1 REACH-IN FREEZER TRUE STM2F-2S 2 REACH-IN REFRIGERATOR TRUE STM1 R-1S-HC 3 3 COMPARTMENT SINK REGENCY 600S310142316 4 HAND SINK REGENCY 600HS17SP HS-17-SP 5 PREP TABLE REGENCY 600TSB3048S 6 PREP TABLE REGENCY 600TSB3084S 7 OVER-HEAD MTL. SHELVING REGENCY 600WS1284HD 8 OVER-HEAD MTL. SHELVING REGENCY 600WS1248HD 9 DRYING RACK CAMBRO EMU244878PDPKG 10 METAL STORAGE RACK REGENCY 460EC184SKIT 11 METAL STORAGE RACKS REGENCY 460EC1848KTC 12 COFFEE MAKER BUNN 33200.0015 13 COUNTER TOP REFRIGERATOR FRIGOGLASS UR30 14 JUICE DISPENSER CORNELIUS 15 SLANTED MELAMINE BOWL ELITE GLOBAL SOLUTIONS 330M115NW 16 TABLE TOP DISPENSER ROSSETO EZ547 17 COUNTERTOP COOKER/WARMER APWWYOTT RCW-7 18 RECTANGULAR BUFFET SERVER SPRING USA 374-66/23 19 INDUCTION WARMER SPRING USA SM-651C-T 20 SNEEZE GUARD ADM SNEEZEGUARDS B-950P 21 MERCHANDISE WARMER HATCO 10.02.593.00 22 TOASTER WARING COMMERCIAL WCT704 23 COUNTERTOP BAKERY CASE CORE CONCEPTS CC-HIE-BC 24 PANCAKE MAKER QUICKCAKES 15036 25 COFFEE SERVER BUNN 44050.0000 26 HOT WATER DISPENSER BUNN 02550.0003 *MOP SINK LOCATED IN HOUSE KEEPING/ LAUNDRY ROOM DRY AREA STORAGE ITEM LOCATION/DESCRIPTION SQ.FT. CALCULATION QUANTITY SUB. TOTAL (A) @ PREP TABLE (UNDER) 2.5'X4' = 10sq. ft. 2 20 (B) @ PREP TABLE (UNDER) 2.5' X 7' = 17.5 sq. ft. 2 35 (C) WALL SHELF 1' X 7' = 7 sq. ft. 2 14 (D) WALL SHELF 1' X 4' = 4 sq. ft. 1 4 (E) DRYING RACK (4 SHELVES) 2' X 4' X FOUR = 32 sq. ft. 2 64 (F) STORAGE RACK (4 SHELVES) 1.5' X 4' X FOUR = 24 sq. ft. 1 24 (G) STORAGE RACK (4 SHELVES) 1.5' X 4' X FOUR = 24 sq. ft. 2 48 TOTAL WITHIN KITCHEN 209 SQ. FT. (H) BREAKFAST COUNTER/CABINET 17' X 2.5' = 42.5 sq. ft. 2 SHELVES 85 ( I ) REFRESHMENT COUNTER/CABINET 11.5' X 2.5' = 28.75 sq. ft. 2 SHELVES 57.5 GRAND TOTAL 351.5 SQ. FT. ROOM FINISH SCHEDULE FLOOR BASE ROOM FLOOR OR COVE WALLS CEILING REMARKS (N) PANTRY/ 4" COVE FRP VINYL OR SMOOTH KITCHEN 6" X 6" QUARRY TILE TILE BASE FULL HT. -CLEANABLE CEILING TILE (N) BREAKFAST SEMI-GLOSS PAINT 24" X 47" PORECELAIN 4" COVE SEMI-GLOSS OVER GYP. BO/ TILE TILE BASE PT. GLOSS OVER EXPOSED WO. BEAM (N) REFRESHMENT 24" X 47" PORECELAIN COVE BASE SEMI-GLOSS SEMI-GLOSS PAINT OVER GYP. BO ROOM TILE TILE PT. ~ / ~ ~ (N) MEN 6" X 48" WO TILE 5"TILE SEMI-GLOSS3 SEMI-GLOSS PAINT ' OVER GYP. BO (N) WOMEN 6" X 48" WO TILE 5"TILE ' SEMI-GLOSS3 SEMI-GLOSS PAINT OVER GYP. BO II 1) BASE SHALL HAVE MIN. 3/8 RADIUS INTEGRAL COVE \. ---. . / 2 COLORS W/IN ALL FOOD PREP AREAS SHALL HAVE MIN. 70% LIGHT REFLECTANCE VALUE ) E 1-G OS PAI TA O 4' H GH R A N CO :::u 7'-7" (N) LOW VOLTAGE ELECTRICAL CLOSET (E) LOBBY 6'-0" (N} TV WALL - FLOOR PLAN/ FURNITURE/ SCHEDULES (E) ELECT. ---........ ~ / \~ I I I \ / '-...__.- (N) FRONT DESK © © X /'\ , I-. /:\ £]© / ~- / I I '· • > • (N) PANTRY/ KITCHEN 6 7 (E) FIRE ALARM \ PANEL J ~_,,C='=='---.l..,__L_j 8 ® 25'-0" ~~ ~&----z-BREAK=AST COUNTER D (N) BREAKFAST W REFRESHMENT ' w 2'-6' '---/'~OO,-,:_lJNT:7ER'-./',,,_/'.,,_,,A__./"-..,A__,"-.,./'__,, ' 2'-6" D "' _, "' 9 "' \ "' (N) MEN al ~ ~ (N) REFRESHMENT ROOM al 0 ~ CLEAR FLOOR SPACE. 1YP. NORTH SOUTH 511 TILE BASE, TYP. GRAB BAR, TYP. / c<) "' EAST \ ~ El • -- Cl __/ I WEST MEN'S RESTRM ELEVATIONS WOMEN -OPPOSITE HAND ti b ' st Scale: 1/4" ~ 1'-0' +1 0 ' co 4 FT. HIGH FRP WAINSCOT TYP ffi SEE@ Scale: 1/4" -1 '-0" +1 <a- 6 .,. ~ e 0 • 0 , • , e ! • 8 ! : " i • ' • • ~ i ' ' ' I • " ; " " § • ; ~ s ~ ! ~ ! ' • C ' 0 I i ~ ' ' e I " e ~ I ~ • • > e • • ! ' § § • " i ~ g e ~ ' 11 8 0 E g ' e i • ! • ~ , 0 I ! • ; ' 0 ~ ! i i ! • ! 0 * ' g ' (2 i ' i I I ' ! i l ! i I ' l harrell architectural partnership (916) 454-2051 2908 franklin blvd, suite B consultant ourl project -w zcn 0: <C WI I-0..... cnz WO s-1-1- (f) ~ WO mz Ow <C 0: ffi (9 _J z a: -<C 0 u~ ::) OJ HAP@HAParchitects.com sacramento. CA 95818 five w > -0: 0 <( -2 <( 0 <( u <( 2 ,-0 ,-0 0 ('-.. C\.l ,- 0) I 0 <( LO u~ -"1"' "'O ,- C'Ci C\.l ..0 Cl) z ,._ 0.... 8 <( l date ;; FEBRUARY 2, 2017 • ; Q j revision ~ &.-PLA.N CHECK REVISION 05/22/2017 I &-PLAN CHECK REVISION 06/19/2017 f A-PLAN CHECK REVlSION 06/29/2017 i &.-HEALTH PLAN CHECK REV 09/19/2017 I I i i ~ ~ e § " i ~ sheet title ENLARGED FLOOR PLANS FURNITURE/ SCHEDULES drawn by LU/AM I &~ &i ! checked by WYH 1 , sheet A3.2.1 - .. . (E) ELECT. RM. -<:r -¢----¢--- b 7'-0" . 9-0" 4'-2" 6 I L__ -' -¢--5' ~ -¢---( >-5" r . C uol f1 ---,------. -1 °//// "A ' ti I I I-¢--I ' -¢--I y ' I I J D i ---..___ I I / \-? 7 I I I I I I ~~ ~ \ / I I 9 -¢---¢--'-----¢-"' I I D - I I ~L : / . . . . . . I I -¢-~= I 7 I I -¢---¢---¢--I -¢--I I I ) L__J ., J.. ' -. ___ =-.l uol ' L--. ) . 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EXISTING\ .-~~---~ ·._. ·.,,.,· <D "' _, ,0 a: z :i:= z Cl -w w 0 _, ::, I \ -'«----. ~-----' ., -. ~' ' I & MIN. 2x10 JOIST (VERIFY W/ STRUCTURAL) . ··---· ·. ~ ' MIN. 1" CONC. TOPPING 1000 PSI MIN. . ' . MIN.'%2" T~K. (MIN) PLYWOOD SHEATHING RESILIENT CHANNEL N::J. 25 MSG GALV SL. @24"00. %" TYPE X GYP. BO. SHEET LEGEND (Ej WALLS -o R"MAIN PZ///c/h??J NEW 1-H:::i INFILL WALL 2X WO STUDS@ c6" O.C. W/¾"TYPE X' GY?. BO. TEXTURE TO MATCH ADJACENT SU~FACES ~=11'1 EXTERIOR WALL - SEE(12\ '& EXITING PATH ~2 OCCJP.ANT LOAD EXITI\G > FLOOR-CEILING ASSEMBLY 4 ROOF-0009 I I > L MATCH LINE __ _ PARTIAL WING "B" (NO WORK) /\ -\ ,... \ " --r -. . . f f --------, (E) LAUNDRY ' SINK I i I \ I > ! > ' ' I > l (r>:) MOP RANK WITH I =RP 6FT. 2 SIDES I AND (N) ScOQ SINK > ! (SE:: PLUMBING) ' ' I ' ' ~] i i ' I i L ________ J . . • A A --- ~ • • < ) ' ! 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PATH OF TRAVEL ARE I OPERATED WITH A SINGUE EFFORT BY ~ Li'VER 1YP" HARDWARE, BY PANIC I BARS, PUSH-PULL ACTIVATING BA.9S, , OR OTHER HARDWARE DESIGNED TC PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPEI\ING HARDWARE. B. ISTO BE CENTERED s,34• BUT ,;4eABOVE FLOOR. DOOR LEGEND 3'-0" rl===¾--'i-®®0 / co ~ ' co " ®® WO DOOR 1-3/8" THK INTERIOR COOR HOLLOW CORE IN METAL JAMB WITH 1 AND,\ BUTT HINGES AND LEVER-TYPE DOOR HARDWARE 36" AFF ~ ~ a e 0 • ~ g I @ i r,=====;~-'ls-M=TAL DOOR 1-3/4" THK I / EXTERIOR DOOR s = co ' co " HOLLOW CORE IN METAL I JAMB WI-H " AND,\ BUTT HINGES AND LEVER-1YPE ! DOOR HARDWARE 36" AFF e (TAMPEP PROOF EXTERIOR).~ 1L----'"--'k-Wl""H CLOSER ~ EAST SIDE (NO WORK) WESTSIDE KEY PLAN i ~ s e ~ ~ ' ~ ' ' f l ' harrell architectural partnership (916) 454-2057 2908 franklin blvd, suite 8 consultant ourl project -w ZW a: <( WI I-Q_ Wz WO s-I-I- (J) :; WQ 0) z Ow <( a: ffi C) _J z a: - <( 0 0~ :::> [() date H/1.P@.~AParcl"'itects.COIT' sacramento, CA 95818 five w > -a: 0 ,--0 <( ,--0 0 I"--C\J ,-- 2 (j) I 0 <( <( LO 0 s::j" 0 I s::j" <( "'O ,--co C\J u ..0 Cf) z <( '-o_ c3 <( 2 ~ l() I'-.. FEBRUARY 2, 204 7 revision A.-;:,LAr-J CHECK REV!SJON 05/22/2017 &.-PLAN CHECK REVISION 06/19/2017 A.: PLt..N CHECK P.EVISION 08/29/2017 &-HEALTH PLllJ\J CHECK REV 09/19/20"17 sheet title SECOND FLOOR PLAN LOBBY/RECEPTION BUILDING drawn by LU/AM checked by WH sheet A3.4 I I ---------------------MATCH LINE ________________ _ -------------------------------------- ,,-~--~~~=-~~~~==~-~~=-~-==~-~~~==--=~==~=~==-======~~~~-=-, • I I i I I i i i I ' ! 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I I L I I LIMITS OF WORK I 7 ' ' I I I I I ' I 1L1 MATCH LINE ~ -----------------------".J.,l:::;::;=;:;=~a------- J PARTIAL WING "B" (NO WORK) I ' Scale: 1/8" -1'-0" SHEET LEGEND 1 C ~ ' (~) WALLS TO REMAIN s s ' ' REMOVE EXISTING WALL -s PATCH & REPAIR CEILING, ' < FcOOR &ABUTTING WALLS , AS NECESSARY ' I EAST SIDE (NO WORK) WESTSIDE KEY PLAN ~ ! • ' ~ • i i harrell architectural partnership , • (916) 454-2051 HAP@-1AParchitects.com ~ 29C8 franklin blvd. suite B sa::::ramento, CA 9b818 • ~ :;:; I s i I i 0 a • g 0 I g • ~ consultant a s j 5 0 2 ourl w zcn rr: <( w:r: r-Q_ cnz WO ~- r-~ (f)> WO mz Ow <( rr: ffi G _J z rr: - <( 0 u ~ :=) m w > -rr: 0 <( -2 <( 0 <( u <( 2 ,-- l() r-,.... ..----0 ..----0 0 I"-C\J ..----0) I 0 <( L() 0 -.:::!'" 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LIMITS OF WORK IE) STAIR 7 I I L _______________________ MATCH LIN~·-4=;=~c=a- PARTIAL WING "B" (NO WORK) SHEET LEGEND V/a/////VJ (E) WALLS TO REM.~IN NEW, -HR INFILL WALL 2X WO STUDS@ 16" O.C. W/5/4" TYPF 'X' GYF. BO. EXTURETO MATC~ ADJACENT SURFACES NEW EXTERIOR WALL- SEE LJL\ ~ Scale: 1/8" = 1'-0" HARDWARE NOTES 1. FORDOORs®@® I PclOVIDE A SIGN ON OR NEAR THE S EXIT DOOR, READING ''THIS DOOR TO 8 1 REMAIN UNLOCKED WHEN SPACE IS OCCUPIED." VERIFY AT MAIN LOBBY ~ ENTRANCE DOOR IF SIGN EXIST ELSE O PROVIDE SAME SIGN. ~ 2. CONFIRM AT AUL :::GnEss DOORS THE I LEVEL AT EACH SIDE OF DOOR DOES NOT EXCEED½" 3. CPERATION o;c ALL DOORS SHALL NOT EXCEED 5 POUNDS. 4. "J..L BUTT HINGES AND LEVER 'TYPE HARDWARE SHALL BE "SINGLE EFFORT' 5. ALL HAND-A.C'WATED DOOR OPEN:NG HARDWARE IIIEETS ThE FOLLOWING DOOR LEGEND 3'-0" ~ ll====ai-'k-®@ ' co METAL DOOR 1-3/4' THK EXTERIOR DOOR HOLLOW CORE IN METAL ~ ' a I ' if. ~ , • • ~ " ~ , ' • ~ I " i ' ~ ' (0 ~ JAMB WITH 1 AND 1 B'JTT , HINGES AND L EVER-lYPE ' ' DOOR HARDWARE 36' AFF , (TAMPER PROOF EXTE910R);~ WITH CLOSER e , ' @ ' " harrell architectural partnership (916) 454-2051 2908 lrariklin :.,lvd, ;;uile B HAP@HAParclli'.ects.com sacramento, SA 95818 SHEET LEGEND * , consultant ~ ; ' " ' ~ EXITING PATH ! " ! ' " OCCUPANT LOAD EXITING ! 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(NJ DOWNSPOUT WEST ELEVATION LOBBY BUILDING CLJT (E) STUCCO POLYURETHANE SEALANT SHEET METAL FLJ\SH11'G POLYURETHANE SEALA"<T 1-1/2 THK LIGHTWEIGHT CO!\CRETE CONTINe-CUS MET AL SOFFIT VENT 2" J FLOOR-CEILING@ EXIT BALCONY MOISTURC:: BARRIER SHEATHING (SEE STRUCTURAL) 5/8' S:C.EATHING (N) STUCCO SOFFIT FLCR-0001 SC,l\LE 3" = 1 '-0' (E) STRUCTURE CONTROL JOINT, TYP. PARAPET,TYP. -"·-·,, ... -,., .. , .. -. · ... ···-, ..... -.. __ -.··-· .. . ' ... ----.---: -·-... ";;,_ . -:: .. , .: .. :.'., :: ; . -~.:· ---.~ ·:· Scale: 1/8" = 1'-0' CON"-ROLJOINT, TYP. (~) STUCCO TYP. (N) STUCCO, Tfr=:'. PARAPET,TYP. 13 A5.1 ·-;,._ --~-: ------·-,--· ·. ~~::-. '· (' .. ·": . ' : .... •,•:' -. -., . ', ,· .. ' , •·. -[I] ' \ .F \_ L (N) DOWNSPOUT (N) DOWNSPOUT SOUTH ELEVATION LOBBY BUILDING DJ --~) RA!m1G @ EXIT BALCONY DJ (N) DOOR (N) STUCCO, TY?. DJ (E) STRLCTURE [J EAST ELEVATION LOBBY BUILDING \_ (N)DOWNSPOJT (E) STAIR 3RD FLOOR_ (E) PORT!' COHERE _/ -----·----------------------------------------------------------· Scale: 1/8'' ~ 1 '-0' - Sca'e. 1/8" = l'-C' Scale: 1/8" ~ 1'-0' harrell architectural partnership (916) 454-2051 2908 franklin b!od, suite i3 project -w z (/) 0: <( w I I-(L (J)z WO s-I-I- (/)~ WO mz Ow <( 0: 55 0 _J z 0: -<( 0 0~ ::) OJ H,.;P@HAParchitects. corn sacramento, CA 95818 ' . five w > -0: 0 ..----0 <( ..----0 0 r----C\I ..----~ 0) I 0 <( <{ LO 0 s::j" 0 I -s::j" <( u ..---- CD C\I 0 D Cf) z <( '-0... (5 <{ 2 ,-- LO r--..... I date FEBRUARY 2, 2017 ' revision & PLAN CH ECK REVISION 05/22/2017 &-PLAN CHECK REVISION 06/19/2017 &.-PLAN CHECK REVISION 08/29/2017 &..-HEALTH Pl.AN CHECK REV 09/"19/2017 sheet title ELEVATIONS drawn by LU/AM checked by WH sheet A4.1 3xTREATED WD PL.AE CUT FROM 3x6 ------- METAL CAP ____ _,,,-- FLASHING CLIP EA SIDE ROOFING OVER ----- i"THK TYPE X SHEATING WOOD STUDS ----~ SEE STRUCTURAL UL DESIGN NO. U356 -1-----t" STUCCO OVER #'MlN. THK. S'-IEATHING PARAPET WALLAND CAP, TYP. & ROOF-0001 SCALE 3"=1'-0" UL DESIGN NO. U356 WOOD STUDS ROOFING OVER ?'THK TYFEX $HEATING CANTS'RIP RIGID INSUL.AllDrl OVER ROOF S~EATING CANT DETAIL, TYP. & 5/8" TYPE "X" GYP BO HEADER SEE STRUCTURAL C8RNER BEADTYF. INSULATION ,---i' STUCCO OVE:cl ft" MIN. THK. SHEATHING. ROOF-0002 SCALE 3"=1'-0" ,__ __ STUCCO OVER M:L LA TH OVER BUILJING PAPER OVER SHEATHING DRIP FLASHING SYSTEM WDSHIM BACKER ROD ANC SEAL.ANT ALL AROUND WINDOW SILL/HEAD JAMB-SIMILAR , TYP. WJN-0001 ~ .. ·. SEE TYP. EXT. WALL r WOOD .• ,----. ___ __,, STUCS --------11--~-----------, INSULAllO\ -------JHJ,.c==----/ GYPBD BASE---~ (SEE INTERIOR FINISH SCHEDULE) FINISH FLOOR MATERIAL OVER CONCRETE SLAB (SEE INTERIOP FINISH SCHEDULE) .• .·.'-----~) ·. : li.:-0· <I .·4 . ' 4, 4 ., < WALL@ SLAB, TYP. & ~-- ANCHO'1 SEc STRUCT. SCAUE 3"-1 '-0" WhL-0001 SCALE 3"-I'-0" CL.AY"S" TILE TO MATCH EXISTING -- OVER ROOF FELT i" THK. (MIN) PLYWOOD -~ 2X10 JOISTS (MIN.) SPACE:@ 24" O.C. MAX. (SEE S'RUCTURAL) ROOr' NG OVER r TA"ERED RIGID / INSULATION MIN.1"THK. I I 2 LAY=RS i" THK. TYFE X GYP. BO. ROOF@ ELEVATOR SHAFT/ LANDING & ROOF-0008 OVERFLOW DRAIN OR Roo= D:clAN SCA'.__E 1-1/2"=1'-0" PARAPET WALL ,_·· ALLAROUND, "M'. ·: OVERFLOW '. ;;SEALANT t:======11. ;;; NOZZLE 9nlfr_ ====H'=1=::::=rj~rlt.._ PIPE STRAP INSULATION ROOF OVERFLOW DRAIN NEW OR (E) STUCCO POLYURETHANE SEA.LANT -li11rr·.:'""._.-i1---+--ANCHOR WITH GASKET I , .. FLASHING OVER (E) STUCCO ROOF-0004 SCALE 1-1/2'1=1'-D'' COf/PRESSION/TE~MINATION BAR CANT s--RIP ROOFING RIGID INSUL.AllON SLOPE ROOF @ WALL CONDITION, TYP. 'I UL DESIGN NO. U356 'I WOOD STUDS · .. : ROOc'-COC5 SCALE 3"=1'-0" (SEE STRUCTURAL) ------tt-cft--I·.·. ----7/8" llHK STUCCO wm, 5/8" TYPE X GYP. ------< BO INTERIOR EXTERIOR WALL, TYP. & · ... ·-:: /c·: METAL LAllH OVER OVER 2 '-AVERS OF #30 BLDG ~APER Hlll,,~----WD SHEAllHING ---.. ---- i; .. ·.=·.: '!' lv'IN. THICKNESS (SEE STRUCTURAL) WALL-OOC2 SC/---J....E 3"=1'-0" (E) WALKWAY (E) PORTE COHERE _/ LL _:f-1 0 cof--- ;;.'... 0: ,,.----u:: ' ~ (E) OFFICE (E) LOBBY (N) DROP CLNG a: 0 _J LL +I 0 C f---9 a: "'_J LL (E) OFFICE g G I 5 ,, ti 9-,,_: ~ z . st -. _, 0 ro f--- '5 Ll. r r:7_+1~ ~9:c "" _J (E) OFF CE "- (N) PANTRY (E) ROOF AND STRUCTURE ~j '.);' .; _, ' ' 11 (N) BREAKFAST RM (N) S'-AB TOP OF PARAP=; TOP OF PURLINS L : TOPOF , SLAB -~-~-". f1\ SECTION \_2)1------------------------Scale; 1/8" -1'-0" (E) . LO3BY, G z +1 _J c 0 10 "" f---'5 LL I ~ TOP OF / SLAB ...... ~ (ti) SLAB ~---. SECTION @ NEW RESTROOMS Scale: 1/8" --1'-0" NEW OR (E) STUCCO POL YUREllHANE SEA.LANT -11!/l-c-'ll---+---ANC'-IOR WITH GASKET FLASHING OVER (E) STUCCO COMPRESSICN/TERMINAllO~ BAR COGNTER FLASHING SOFT METAL FLASH NG FORM -o CURVE OF Cl.AYllLE WIDTH COVER.AGE EQUAL TO TILE OVERLAP CLAY TILE (MATCH EXISTING) SEALANT 12 -..:::::::::J4 ROOF @ WALL CONDITION & ROOF-0006 SCALE 3"= 1 '-0" ~eP TYPE: ~x· C>.YP. e.D --------2,.: SUB,-FA'SC.!P.. ·~--- 9'= '/ ---------2.:i<.. !.2 KS. FA"SC-IA ~DOWNSPOUT MATCH EXISTING (WH"RE OCCURS) EXISTING ROOF DETAIL TO MATCH& EXST-ROOF-0001 SCALE 1-1/2"=1'-0'' 0 0 MECHANICAL PERIMEllER SOFFIT TYF /, 0 w 0 ""o 0 -' 0 0 ~ OM 0 0 LL SECTION @ N BREAKFAST ROM INSULATION~--------- WD. HEADER ,:se, HEAD CONDITION 5/8" TYPE "X" GYP BO ----..JI 2xWD STLDS @16"O.C. __ ~- 1bJ DOOR JAMB HEAD -SIMILAR ~~~ (c) CEMENT PLASllER EXTERIOR WALL, TYP. ,.-----CASING BEAD DOOR-0001 SCALE 3"-" '-0" -----r----,-,/~-,n--.rr-~ ALUM. llHRESHOLD SE-IN SEALANT FINISHED FLOOR "" DOOR THRESHOLD NEW EXTERIOR 1 3/4" INSUL\llED MTL OR WO DOOR MTL OR WO FRAME -BOTTOM DOOR S"AL DOOR SHOE SLCPE DOOR-0002 SC.ALE 3"-1'-0" C? " TOP OF PARAPET TOP OF PURLINS TOP OF SLAB & Scala; 1/8" -1'-0" i • I . ' harrell architectural partnership (916) 454-2051 2908 frar.klin blvd, suite B consultant fourl project -w Z(J) a: <( WI I-o_ (f)z WO s- 1-~ (j)> WQ co z Ow <( a: 55 (9 _J z a: -<( 0 o=:! ::) co date HAP@HAPSJchitects.com sc1crc1m~mlo, CA 95818 w > -a: 0 <( -~ <( 0 <( 0 <( ~ ,-- ,-- 0 N 0) <( 0 0 0 r---,-- ' 0 L() s:::t I s:::t u ,-- (IJ N ..0 (J) z co Q_ 0 <( FEBRUARY 2, 20i 7 revision A-PLAN CHECK REVISlO~J 05/22/2017 A.-PLAN C:-lECK R=VISION 06/19/2017 A.-PLAN CHECK REVISION 08/29/2017 A.-hEALTH PLAN CHECK REV 09/19/2017 sheet title SECTIONS/DETAILS drawn by LU/AM checked by WH sheet A5.1