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HomeMy WebLinkAboutXC2023-0288 - Accessibility Hardship Requestr`EW'Po' �' V�NtiO e CITY OF NEWPORT BEACH �ey ✓a� ��opM�N n COMMUNITY DEVELOPMENT DEPARTMENT 2s20 u % -Z BUILDING DIVISION Np crrY 1q cy�/Fp0.N P 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658 kEpRl OF www.newportbeachca.gov 1 (949) 644-3200 QFq DOCUMENTATION OF UNREASONABLE HARDSHIP — $375.00 FINDING OF UNREASONABLE HARDSHIP FOR PROJECTS UNDER $195,358" CBC 11B-202.4 - EXCEPTION: 8 (FILL OUT PAGES 1 & 2) ❑ FINDING OF UNREASONABLE HARDSHIP FOR PROJECTS OVER $195,358` CBC 11B-202.4 - EXCEPTION: 8 (FILL OUT PAGES 1 & 2) MUST BE ACCOMPANIED WITH RATIFICATION APPLICATION •* ❑ FINDING OF TECHNICAL INFEASIBILITY FOR PROJECTS PER CBC 11B-202.3 - EXCEPTION: 2 (FILL OUT PAGESI, 2 & 3) A. JOBADDRESS: (pSOL( SPQS�av� �nY� SUITE NO. B. PROPERTY OWNER: &o-� N ewe ri- O Address: loo G,v;� CeL - >, ve, City N&wFork Z4&6- State: CA Zip: 6%2fg(oo Phone No. qN1 - (p1fq-32gb C. APPLICANT: �l 1[& X 62 - G; ► y n/� ,r t Be& ` Position/Relationship: Address: /00 6 Vi c Cew kSr '[>� Ve ity Mw far k t e&ct, State: CA Zip 92,caGo Phone No.: ,qqf- (o yq - 32a(o Email: aQy�ek/�r+beacv.c�.d-V CASE NO.: H 2O23- 03 PROJECT INFORMATION P/C.#: �Gao1'�-Id4� Permit#: XGL9>h-o Use: rUaH(. P,6'�JRWM Stories: l Verified by. zi Receipt #: GI � Pro u DISTRIBUTION: ❑ Owner 4-71 Petitioner AL'K P/C Eng ❑ Inspector ❑ Other An unreasonable hardship exists where the cost of providing an accessible entrance, path of travel, sanitary facilities, public phones, drinking fountains, etc. exceeds 20% of the cost of project without these features. The actual work of the project must comply with current code and an additional amount equal to at least 20% of the cost of the project must be spent to improve required accessibility features that are not in compliance with current code. In choosing which accessible elements to provide, priority should be given to those elements that will provide the greatest access, in the following order: 1) An accessible primary entrance; 2) An accessible route to the altered area; 3) At least one accessible restroom for each sex; 4) Accessible public telephones (when provided); 5) Accessible drinking fountains (when provided); 6) When possible, additional accessible elements such as additional parking, storage and alarms. To request an unreasonable hardship, complete the attached worksheet, and prepare a site and floor plan of the existing and proposed accessibility improvements. This information must be submitted to the Building Division in duplicate, prior to processing a permit application. One copy of the approval or denial will be returned to the applicant. For projects exceeding the valuation threshold of $195,358, a hardship approval can only be obtained through a ratification application and hardship application. The $195,358 is based on $50,000 in 1981 dollars as of January 1, 2023. Ratification form can be obtained at: https://www.newoortbeachca oov/ratificationform Forms\Hardship 08/21/2023 1 t&I "�� Address: 6904 S64S GK6 DR P/C#: ��'6'>- 1. Total Cost of Construction contemplated (not including disabled access work) $ ��a , o D Identify the accessibility features, which will NOT be brought into compliance if the request is granted. Provide an estimate of the cost of compliance for each item. ❑ Path of travel to entrance (ramps, walks) ............................................ $ ❑ Path of travel to altered area(s)............................................................... $ )( Sanitary facilities (restrooms) too, ovo ❑ Parking .....CeµQkn7µ.�nTi.lJ�yTi.Mt^! a✓2..W.oM ..ktjer4! 5,..4.�?R.nnvw�{6� ❑ Drinkingfountain(s) .ub vefS..kT.NNE.GitMR.010-r?>z7.AE41............... $ ❑ Accessible phone(s)............................................................................... $ ❑ Accessible signage................................................................................. $ ❑ Other....................................................................................................... $ Total cost of providing compliance:..... $ Identify the accessibility features and equivalent facilities, which will be provided or brought into compliancce<4a6Ssr required by Code. Provide an estimate of the cost of each item. a. AWYo Wfpl MVJ'5 Msfp" aA. J � rl�kbwS $ 29*emr b. A-a&%igt-u LAVA-Top-16S rn/ leJ6H MgN &/✓9 +,9PM&N P&P-wn15 $ 1S, Ltoo C. Altw l�bs7FIaNt 5(brelA6&$ $ 1, -2- d• Rt�«uNv waj R �(c5LT5' i✓ MiaJ �n/� hJoM6,) e. W wm(L411 AM4LJ LoaeplM-a- $a,r �tPu,3+=�3 rveera �w.✓$ S(po f. $ Total: $ 2,(0) ol¢o 2. Technically infeasibility— if applicable complete Page 3 of this application 3. Fill out this section if the path of travel from the disabled parking spaces to the tenant space is not accessible. List projects (tenant improvements, additions, remodels, etc.) performed within previous three years where no disabled access improvement was performed in conjunction with the project. State description, date, and cost. n//A' The applicant understands that although the City may approve this request of unreasonable hardship and the proposed equivalent access, the City reserves the right to require additional access compliance upon receiving a complaint of inadequate access at this location. 4. [e A-,, be- ( ppl ants Name or Authorized Representative) 5. FOR CITY USE ONLY ,,�2pproved ❑ Denied By tuef Buldmg Official 117,4 1J ( _ � _. ZIC2 (Date) Forms\Hardship 08/21/2023 Address: P/C #: TECHNICALLY INFEASIBLE. An alteration of a building or a facility that has little likelihood of being accomplished because the existing structural conditions require the removal or alteration of a load -bearing member that is an essential part of the structural frame, or because other existing physical or site constraints prohibit modification or addition of elements, spaces or features which are in full and strict compliance with the minimum requirements for new construction and which are necessary to provide accessibility. Describe why the nature of accessibility is technically infeasible: Describe how equivalent facilitation will be provided: Fortes\Hardship 08/21/2023 3 VICINITY MAP PROJECT LOCATION ABBREVIATIONS NGLE HE C CEMERLBIE HT DAMETER OR ROUND 1.0. Y PERPENDICULAR I9 POUND OR NUMBER IM P/C AIR CONDITIONING JAN ..US. OU ACSTICAL JT AO. AREA GRAIN KIT AOJ. ADJUSTABLE 1. AL. ALUMINUM IAV APPROX. APPROXIMATE LT ARCH, ARCHITECTURAL MAX ASPH, ASPHALT MEOH AT ACOUSTICALTILE MEMB .0, BOARD MTL M➢G. BUILDING MFR BUR BLOCK MIN BM REAM MIAD BOT BOTTOM INTO GAB CABINET MRG CB. CATCH BASIN MUL CEM CEMENT MWO OCR CERAMIC I,CI. CAST IRON NLC. CLG. CEILING NO. CLKG CALKING MOM CUR. CLEAR NFL S. 'MU CONCREILYASONRYUNIT U COL COLUMN OB$ CONC. CONCRETE O.C. WIN. CONNECTION O,D. WNGT CONSTRUCTION OFF. CON,. CONTINUOUS CARD CT. CERAMICTILE OPP CTR CENTER WERT UBL COUPLE PL DENT. DEPARTMENT P. LAM. DF. DRINKING FOUNTAIN PLYING DIAL 0AMETER PR DET DUAL PT OIM DIMENSION 0T. DOE DISPENSER R DR DOWN RAD DR DOOR R D. DS DOWNSPOUT REF LWO DRAWING RE FIR E FAST REINF EA. EACH REC EL ELEVATION RESIL ELEC ELECTRICAL UM ELEV ELEVATOR R.O. EVER EMERGENCY S ENCL ENCUCaFE SC EO EQUAL SOARED EOPT EQUIPMENT SHR (E)OR EXIST EXISTING P' EXPO EXPOSED SIM EKE EXPANSION SPEC E.J. EXPANSION JOINT S. EXT EXTERIOR S.STL FA, FIRE ALARM S SK FD. FLOOR DRAIN STA END FOUNDATION ST. F.E. FIRE FMMGUIBHER STE FIN FINISH STOP FG EVER GLASS STEED R FLOOR ELSE PUSH FLASHING SYM FCC PACE OF CONCRETE TRD F.F FACE OFPNISH TG. F.OS. FACE OF STUD TAG 'WE FIREPROOF TER Fi FOOT OR FEET TP FTG FOOTING ry FLAW FURRING TW- GA GAUGE TYP. GALV GALVANISED ONE GD. CARSAGEDISPOCAL UNO, GI, WLVANISO IRON OR a CUSS VERY GND GROUND VEST G0. GRACE W GYP, GYPSUM WI HB. HOGEBLB .RTC. MC. HOLLOW CORE WD END HARDWOOD WO HOWE HARDWARE WE HM HOLLOW METAL WSCT HORQ HORVONTAL WT WI. N HOUR HEIGHT INSIDE DIAMETER (DIMENSION) INSULATOR INTERIOR tNTOR DINT KITCHEN LAMINATE LAVATORY LIGHT MAXMUM MECHANICAL MEMBRANE METAL MANUFACTURER MINIMUM MISCELLANEOUS MOUNTED MOISTURE RESISTANT GYP, BD, MULLION MICROWAVE OVEN NORTH NOT W CONTRACT NUMBER NOMINAL NOT TO SCALE OVER OBSCURE ON CENTER OUTSIDE DIAMETER( DIMENSION) OFFICE OPENING OPPOSITE PRECAST PLATE PLASTIC LAMINATE PLYWOOD PAIR POI' WARRYTILE RISER RADIUS ROOFORAIN REFERENCE REFRIGERATOR REINFORCED REQUIRED RESILWT ROOM ROUGH OPENING SOUTH sal. CORE SCHEDULE SHOWER SHEET SIMILAR SPECIFICATION SQUARE STAINLESS STEEL SERNGESINK STATION STANDARD STEEL STORAGE STRUCTURAL SUSPENDED SYMMETRICAL TREAD TOP OFCURB TONGUE AND GROOVE THICK TOP OF PAVEMENT TELEVKON TOP OF WALL TYPICAL UNFINISHED UNLESS OTHERWISE NOTED uRINO- VERTICAL VESTIBULE WEST WITH WATER CLOSET WOO. WOROUT WATERPROOF WAINSCOT WEIGHT WROUGHT IRON CALL LOLL FREE 1 - 800 - 227 - 2600 s[roxE you DIG SYMBOL LEGEND NUMBER WE WEST NUMBER SECTION LETTER BHEETNUMBEP A ELEVATIONLETER ELEVATION NUMBER B SHEET NUMBER C ROOM NAME ROOM NUMBER /L -�JJJJ (JI DWRNUMBER /����( — RENOVATION KEYNOTE DEMOLITION KEYNOTE Gam'— FINISH KEYNOTE BASIS OF BEARING: BENCHMARK: PUBLIC WORKS DEPARTMENT N SITE PLAN scALe r =Rao•-0• RESTROOM REHABILITATION 6804 SEASHORE DRIVE, NEWPORT BEACH, CA 92663 CONTRACT NO. C-8905-2 PROJECT NO. 23F02 e 0 A Architecture sMGevN,Im.MSrtiv GENERAL NOTES A GENERAL CONTRPCTORTO BE RESPONSIBLE FOR ALL DEMOLITION IN PREPARATION 1. NEW WORK. B. PATCH,RESTORE.ANOREFINIBHALLAREASCAMAGEDBYTHE CONSTRUCTION WORKANOOEMOLITION. C. COORDINATE WE ENGINEER PRIOR TO DEMOLNIIXI FOR ITEMS TO BE SALVAGED. O. ALL NEW DOORS SHALL BE SOLID CORE WOOD WITH WOW FRAME, E REPAIR ALL TRANSITIONAL AREAS BETWEEN OUSTING AND NEW WORK DUE TO DIE OLTRON, F. REGARDING DEMOLITION, CAP ALL EXISTING UTIUTIES B PREPARE FOR NEW WORK AS REQUIRED. G_ NEW AND EXISTING WALLACEILING SURFACES SHALL BE PAINTED WHERE NOTED. SCRAPE AND REMOVE ALL EXISTING LOOSE PAINT PER MANUFACTURER'S SPEC. AND PREPARE SURFACES FOR NEW PRIMER B MW H. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL GOVERNING BLDG. CODES AND CRY ORDINANCES. I. HANDLES. PULLS. LATCHES. LOOKS. AND OTHER OPERABLE PARTS ON DWRB AND GATES THAT ARE IN A PATH OF TRAVEL SHALL BE OPERABLE W TH ME HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR T WISWG OF THE WRIST. (11Ba09A. li&,W2T) J. OPERABLE PARTS OF DOOR HARDWARE SHALL DE SS' MINIMUM ANDM' MAXIMUM ADOVETHEFINISHFLOORORGROUND(llBdW T), K. THRESHOLDS OR CHANGE IN LEVEL (IF ANY) SHALL BE%' HIGH MA%IMUM. RAISED THRESHOLDS AND CHANGES IN LEVEL AT EDGEWAYS SHALL COMPLY WITH SECTION I IB-AU AND 1UFASS (11B-0IHL "). L. MAXIMUM FORCE FOR PUSHING OR PULLING OPEN, EXTERIOR OF INTERIOR HINGED GOODS WITH CLOSERS AND SLIDING OR FOLDING CODES, SHALL NOT EXCEEG FIVE POUNDS (11B<DA2.B) SCOPE OF WORK REPLACEM ENT OF ROOF AND BEAM. REMOVE FREESTANDING WLUMNSI TRELLIS ON SOTF $ICES OF BLDG. REMOVE CMU CORST. REPLACE LWHTS WITH LEDs. EXTENDTILE TO ENTRANCE. NEW FLOOR OWNS NEW PLUMBING FIXNRES. BUILDING DATA AWL ANFW�� CONSTRUCTION TYPE: III. NUMBER OF STORIES: 1 OVERALL BNLONIGHEIGHT 16'-W FIRE SPRINKLERED: NO SUILDINGAREA ER SF. OCCUPANCY TYPE: B SPECIAL HAIAROS: UQUEFACTION 2022 CALIFORNIA BUILDING CODE MC7Y OF NEWPORT BEACH AMENDMENTS 2022 CALIFORN IA ELECTRICAL CODE 2022 CALIFORNIAMECIWNICALCWE 20D CALIFORNIAPLUMBINGCWE 20Y1 CALIFOA IA GREEN BUILDING CODE PROJECT DIRECTORY OWNER CITY OF NEWPORT BEACH 1 W CIVC CENTER CA SC NEWPORT BEACH, CA 92PW CONTACT TOMSANOEFUR E TSANOEFUR®NEWPo0.TBEACHG GOV T-9498Wd321 ARCHITECT BOAARCAFECNRE 1511 COTA AVENUE LONGBEACH,CAWS3 CONTACT: EDWARD FOR NO E LOK.NG@BOAARCHITECTURECOM T: ECS127SFE r. SHEET INDEX q� T10 THEIR SNS "'. - _ q10 A2.0 ENLARGEDGTE PLAN DEMOLITION F FFPPLAN CCEELLIU A A4s RENOVATION FLOOR] LCORI LNG I FOW SECPON AFT E%IERIOR ELEVATIONS --.. • ATo ELEvgnONs .------ EruLs �+ RPL rvOTE K ST1 TPICALOEIN PLAN FRAMING _ PATH -OF -TRAVEL NOTE THIS SYMBOU INDICATES A DISABLE ACCESS 'PATH OF TRAVEL' WITH 2%MAX. SLOPEAT PARKING STALL AND 5% MAX SLOPE AT WALKWAYS W NH 2% MAX. CROSS SLOPE, AIO PCT�RO T— NO. DATE DESCRIPTpN BY ORANGE STREET A. 4+. E,,,,,, .,< , ,Orz6R023 DATE AND WDR HARDWARE - LMK xe 6804 SEASHORE DR., NEWPORT BEACH, CA 92663 TITLE SHEET CITY OF NEWPORT BEACH T1.0 . PUBLIC WORKS DEPARTMENT ILIEI 1 of �) EXISTING PLAYGROUND EAS71NG BENCHI PROTECT IN PLACE \ Y� I \ \ \ \ O�WryG \ Nf\ \ cyoF \ \ EXISTING TREE PLANTERSO PROTECT IN PI ACE TYP SroFJy ARSE SITE PLAN '. � scale. ve^ EXIGTMG PEDESTAL DRINKING FOUNTAIN, PROTECT IN PLACE \ \ k 0 ¢F4r \ \ \ \ EXISTING CMU WALL', PROTECT IN PLACE \ EXISTING ` LANDSCAPF -- 2g EKIBTING LIGHT POST PROTECT IN PLACE — EXSTNG COMPLLWT CURB RAMP& DETECTABLE WARNING MEETS CBC 118-KE & 11B 4 STANDARDS, PROTECT IN PLACE WALKING SURFACES 1. CHANGES IN LEVEL BETWEEN NEW AND EXISPNG WALKNAMPS SHALL NOT EKCEEO 11V HIGH SHALL BE PERMITTED TO BE VERTICAL AND WRXOUTEOGETREATMENT. S OPENINGS IN WALKING SURFACES SHALL NOT EXGEEG PNO ALLOW THE PASSAGE OF A SPHERE MORE THAN 1? DIAMETER. ELONGATED OPENINGS SHALL BE PLACEO SO THAT THE L"I'D OIMENB"N IS PERPENDICUI TO THE DOMINANT DIRECTION OF TRAVEL. S. SLOPE OF WALKWAY NOT TO EXCEED 5% RUNNING SLOPE EXCEPT AT LANOIARD"'AN51PON POINTS SLOPE NOT TO EXCEED 2°%MAXIMUM IN ANYOIRECTION. RENOVATION NOTES A ELECTRICAL I MECHANICAL EQUIPMENT AND DEVICES: B L, SUBCONTRACTOR EXPERIENCED WITH ROOFING REPAIRS, D. FLOOR COVERING MATERIALS SHALL C( SA ANO HAVING A SPECIFIC OPTICAL D EXCEED 0. C? PER ASTM E W2. CBC KCI FINISH MATERIAL NOTES N U H CONSTRUCTION LEGEND aw�Ea :r�sR I �o�I;IBCl:17 ;5RMAY REQUEST APPROVAL FROM OWNER TO USE OR SUBSTITUTE %--� ENVIRONMENTALLY PREFERABLE PRODUCTS AND RECYCLED PRODUCTS. 1. COLORSMQMNISXESSXALLMATCHSAMRESAVAILPHLEFITIF BYEKSCDNGWCMUG fTlgOEWPJLTOREMAM.PATCH NEWPQPX16'CMUSPUBTFACETOPCOUREETO LONTRACTORATOWNER REPRESEMATNFS REOJECTSD£OFFICEAND REPAIR TO MATCHEXISTING WHERE DAMAC£O BV MATCH ADJACENT WALL. PATCH PNO REPAIR ARLHLTECT I$$OLE JUDGE OF COLOR AND FINISH MATCH.DEMOLITION WHERE DAMAGE BY OEMOLRION .WHERE'IMTLH EXISTING' IS INDICATED, PRONOE NEW MATERIAL ASVV)i NECESSARY TO PATCH OR EXTENO EXLSTING MATERIP- UNLESS AN FXIBTNGC'CMU WALL PARTTIION TO REMAIN. PATCH EXCERNONI$ SPELIFK Y NOTED, NEW MATERIAL SHALL MATCH AND REPAIR TO MATCH EXSPNG WHERE DAMAGED NEWWALKCRMIACONCREI£SLIB AT: RPMPS EXISTING INTYPEMATERIAL CUMEN IZEEQUIRE DCON MATCH, TEkS I ♦X AND WALKWAY PAVINGS. 6 WHERELONOWLTDOCUWN MATCH AS MATCH, BUT EXISTING •FXLPFSFS SIIF PI u� CDLOR5 NAME 5 UNKNOWN, MATCH COLORS ARCHITECT NEARLY SO-EJS NEW FLODRPLE PRACTICABLE ACUNR COMPARSp HEOCLORS WHERE NOSE OF COLOR MATCH PBE REJE TMIBMATLHEO COLORS WHERE MATCH IS RECLINED WILL BE REJecTED. A1.0 SIM a T 0 r30'X40T 4 AS.0 2 3 Boas 3V%48' t �L 04'MIN, MIN. V CHASE "I WOMEN'3 - Mm TYE OF 3 y NOTE CONNECTEXISTING LIGHT �r "�K4� LaEsma EI%iVRESTO NEW PHOTO GELLAi Q THE MEN'Sfl WOMEN5 RE5TR00M. 2yJ� � aa^TMTM"�'^ EDSTNG n RENOVATION FLOOR PLAN N =Is EO EO ED OF NETE. THIS WALL WRH CVRB WP1L AT ENTRANCE I51 COURSE LESS THAN OTHER WALL$ N n RENOVATION REFLECTED CEILING PLAN � SCAlB il4'=1'-0' Hardware GrvuD No 0(7 w CONSTRUCTION LEGEND For use on Door#(s), 182 Pmade each SGL doors) with the allowing: CITY DESCRIPTION CATALOG NUMBER FINISH MFR _ EXISTING 8- OMU BREIT FACE WALL TO REMAIN. PATCH NEW 343kt8' CM SPOT FACE TOP COURSE TO AND REPAIR TO MATCH EXISTING WH ERE DAMAGED BY MATCH ADJACENT WALL. PATCH AM REPAR DEMOLITION WHERE DAMAGE BYDEMO ICON - EXISTING,VCMUWALLPARTTIONTOREMAIN.PATCH AND REPAIR TO MATCH EXISTING WHERE DAMAGED NEw 4'THICK MIx.. coxcRETE SIAB AT: RAA1Ps 3 EA IHNDE 1 EA DIGITAL LOCK FDD199(32D) TRILOGY T30L320C A5111 CHR ANSI ALCK A. NO WAFH AY RAVINGS 1 EA SURFACECLOSER 4041 DEL ALUM LCN NEWRDORTILE 1 EA CYLINDER 3071XP LCN 1 EA ARM 3049H LCN 1 EA SCREW PACKS T3SRT LCN NEW GATE. FRAME. AND FINISH HARDWARE H3Mware Group No-102 DOOR TYPE LEGEND For use on Dow O(a):3 Provide earl) SOL doors) VINT the Wowhg: _ CITY DESCRIPTION CATALOGNUMBER FINISH MFR N77 EWOOOR&FRkME 3 EA HINGE 5BB14.5X4.5NRD 9 630 IVE - NEW DOOR LEVERLSOK 1 EA STOREROOM LOCK L9080T 03L B 526 5CH PER DOOR SCHEDULE 1 EA MORTISE CYLINDER BUILDIVG STANDARD 626 TBD 1 FA SURFACE CLOSER 1450 DEL REG OR PA AS RED ® 689 LCN _ N W i i SID KICKPurE F £ 1 EA KICK.PI 840010"XP LDW B-CS 9 930 NE 1 EA FLOOR STOP FS436/43BAS REO'D c 626 IVE i EA DOOR SWEEP 39A a A ZER A O 1 EA THRESHOLD 54GA Ki226 ® A ZER 3 E4 SILENCER B GP.Y IVE t NEW CYLINDER TO MATCH BUILDING STANDARD - CONSULTAN- BUILDING 3 Do or 3 Y F W N reICI or �g} f DOOR I; C E wt I 0 z s z COMMENTS add RENOVATION ROOF PLAN RENOVATION NOTES I o O6 A ELECTRICALIMECHANICAlEWIPMENTANDDENCES: REINSTALLF. . B. C ONLY THEROOF REPARTEE ROSE ME PATCHING AND REPAIR SHALL BE DONE USINGA SUB -CONTRACTOR EXPERIENCED WITH ROOFING IN GENERAL AND ROOFING REPAIRS. D. FLOOR COVERING MATERIALS GRgLL COMPLY WITH ASTM STANDARD SEA AND HAVING A SPECIFIC OPTICAL DENSITY SMONE RATING TO EXCEED 450 PER ASHM E 662 CRC W44 FINISH MATERIAL NOTES 2, 3. 4. RrQUIREBWILLBEREJECTED. ROOM FINISH SCHEDULE F81. ROOM NNIE ROGR9$E WALLS GEEING COMIBII$ HGI[II FAST SGULX T .. IN MAT. FN. WT. FW. MRJ. f&. IMT T Fll. t WOYEM$_ F.tl5lM1Gl EA5RNG P1 FASTING P-1 WSTING P1 E45TNG P-R EXI511NG P-T 2 OMEN'S EpSTLVG1EX5lWG E%ISPNG 'I'HM P-f Ep511NG P-3 WSPNG P-1 EWSTNG P1 E'gSRNG P-T AND PULLS ON MIN Z 0 LLl a: LU m WV LLI W s a Z g yo Q O e3 0 W �--I/(- F 3'-1P F, CMU WALL." MEN'S - NORTH scALe va"= r-a• J $IM �N'S -NORTH 5 scALE va"=r-o" n MEWS -EAST �J SCALE: III V-0- �v �WOMEN'S - EAST o ACCESSORY SCHEDULE MMK EOIP. MAVVF. ICOLORMWEL XO.! Camwh 501 CONIURA SERIES, SURar¢ MmMeE DN Soap W AW, 6obnGwasflrcom B4112 EGAMA F lD 'STAINLESS STEEL FINISX. TP-1 OURADNESERIES;CLPHENOLIC HOBJNBIT .11 WK,Tc m 1B. Serea EqupmVHt lnc. PROVIDE 293260 ALMOND DE, ... N MATTE FINISH AT MEWS AND MATCH EXIMING pT WOMENs. PROVIDE 59' WOR T PANEL HEICiRWITH IY FLOOD CIEERI NCE. RENOVATION NOTES FINISH MATERIAL NOTES A ELECTRICALIMECHANICALEOUIPMEMANOOEVICES: RESSTAa MD 1. UNLESS SPECIFICALLY INDICATED OTHERWISE. PRODUCTS SCHEDULED PROPERLY RECONNECT EXISTING DUCTWORK; SWRCHES: THERMOSTATS; INDICATEOUµfrySTANDAROREWIRED, BUTARENOTINTENDESTO AND OTHER EXISTING ELECIMEOH. EOUPMEMAND DEVICES REMOVED LIMITCOMPET@CN, LISTED COLORS AND FINISHES ESTABLISH COLOR CURING THE WORK BUT NOT INDICATED TO BE REMOVED. REINSTALL ONLY AND FINISH REOUIREO. E%CEPT FOR PRODUCTS NOTED PS -OWNERS EQUIPMENT AND DEVICES THATARE IN GOOD CONDITION DISCARD STANDARDAPPROVEOEOUALPRODUGTSMAYBESUBMITTEO FOR EQUIPMENT AND DEVICES THAT ARE NOT IN CONDITION AT LEAST AS OWNER REPRESENTATIVES REVIEW AND APPROVAL MAY GOOD AS EXISTED BEFORE REMOVAL AND PROVIDE NEW EWIVALENT .CONTRACTOR REQUEST APPROVAL FROM OWNEER TO USE OR GULF,TUTE MENTAND DEVICES. NRNEOUIPMENTANOOEVICE55HALL EXACTLY ENVIRONMEMALLYFREFERABLEPRODUCTSANDRECYaEOPROWCTS, MADE MATCH THOSE REMOVED IN TYPE, WE, HAIGH. CONFIGURATION, AND 2. COLORS AND FNISHESSHALL MATCHSAMPLESAWTHABLEFORVIEWBY OPERATING CHARACTERISTICS. UNLESS NOTED OTHERWISE. ALL CONTRACTORATOWNERREPRESEMATIVE'O3 SPRECTSITEOENCE. INSTAL ATON SHAH MEET CURRENT BUILDING CODE OLE ARCHITECT IS SJUDGE OF COLOR AND FWAS I MATCH. B, PROVIDE NEW MATERIALS TO MATCH EXISTING UN06NNSEO WORK FOR S, WHERE 'MAGNHEXISTING IS INDICATED, PROVIDE NEW MATERIALAS CLOSING OF OPENINGS, REPAIRS, AND RENOVATION. NEW FINISH NECESSARY TO PATCH OR EXTEND DUSTING MATERIIMATESSW SUBSTRATES To EXCEPTONIMSPECIFICALLYNOTEENEWAMTERIALSHX MATCH TYPESLAL3ANOSSELLES TYPE5,52ES OUPIITIES, AND COLORS AS EXSTING ADJACENT MATERUL. EWING IN TYPE, MATERNL WE, THICKNESS, COLOR.. PATTERN. REPAIR ALL DAMOR, WALL AGEDOR DEFACED FLOOR. AND CEILING FINISHES 4. WHERE CONTRACT DOCUMENTS REQUIRE COLOR MATCH, BUT EXISTING ASSOCATED WITH THESE ALTERATIONS. COLORS NAME IS UNKNOWN, MATCH COLORS AS NEARLY AB C WHERE EXISTING PLUMBING VENT PIPES ARE REMOVED EROM THE RODE PRACTICABLE BY FIELD COMPARISON. ARCHITECT IS SOLE LUDGE OF AND NEW ONES ARE INSTALLED THE CONTRACTOR SHALL PATCH AND COLOR MATCH ACCURACY MISMATCHED COLORS WHERE MATCH IS REPAIR THE ROOF. ME PATCHING AND REPAIR SHALL BE DONE USING A REQUIRED WILL BE REJECTED. SUS -CONTRACTOR EXPERIENCED WITH ROOFING W GENERAL AND ROOFING REPAIRS. D FLOOR COVERING MATERWS WALL COMPLY WHIN ASTM STANDARD D IS, AND HAVING A SPECIFIC OPTICAL DENSITY SMOKE RATING NOT TO EXCEED 4M PER ASTM E W, DEC BMA D n MEN'S - SOUTH n MEWS - WEST SCALE'. i14" =1 0' SCALE: 114" = T-0° �, WOMEN'S -SOUTH TYPICALAT LOW CMU WALL �u �WOMEWS - WEST �/ SCALE: 1W=1'-0" CD FINISH MATERIAL SCHEDULE NO 71MATERML MpNUF. COLORMODEL XO. NOTES I SEMIGLOSS -PANT BONN EDWARDS DEW 35I WHITE CREST PgINT CMU WALLS P-2 SEMIGLOSSPAWDUNN EDWARDS DEC723MADERA PgIM CMU ACCENT WALLS PJ SEMIGLOSS -PANT DUNN EDWARDS BE 6301 BLUSTERY WIND PAIMCMUACCEMWALLS PA SEMIGLOSS -PANT DUNN EDWARDS DEC MIT COCMSE PAINTOWTOIIETPARTIONE P-5 SEMIGLOSS -PAINT DUNN EDWARDS DEC TR MADE. PANT SOONG INSIDE S OUTSIDE AND WOR FRAME, PL SEMIGLOSS -FAINT DUNN EDWARDS DE ANXI BLUSTERY WIND SAINTINSIDE 80UTSIDE OF EXTRUDED ALUMINUM LOWER SYSTEM AND FEE MEEAL PERGA P-T SEMIGLOSS -PAIM DUNN EDWARDS DEC 726 MADERA PNNTNEW AND EXISTING EXPOSED WOOD MEMBERS AT WUGG AN. MSM OE OF BUILDING TP-1 TODLETPARTITES IT SCREEN BOGNER OR APPROVED EQUAL OURALINE SERIER ANSHINOWER HEAD, SOLID PHENOLIC, GPAFgEE PRIVACY DESIGN EQUIP BOOR WITH AUTOMATIC CLOSING DENCEAM HEAVY DUTY HARDWARE. PULLS OH PUSH S PULL SIDE OF DOOR WITH SINGLE ACTION OITCH CONSTRUCTION LEGEND z O W W _m fn = o BE w x K .m z 0 <w Q °o m0 O n w af L-- -1 EASTNG W CMU SPLIT FACE WALL TO REMAIN.PATCH NEW YVYXT EMU SPLIT FACE TOP COURSE TO AND REPAIR TO MATCH EXISTING WHERE OP)MCEO BY MATCH ADJACENT WALL PATCH AND WI DEMWmQY WHERE DAMAGE BY DEMOLITION CRAVING NO.5-525] S ANDTNG4' EMU WALL ROSTINN HREMAIN MPGTCN ENOTING H' MUWALL ARTILO WHERE DAMAGED NEWA'THICKMIN. CONCRETESIABAIENAMPS � AND WALKWAY RAVINGS. NEW FLOOR TILE A6.0 FE �W NEW ROOFlrvG ASPXXTIC LOCATE GRAB ROBS ON EACH RE SIDE AND THE BACK OF TIE WATERQOSET, 331NCHES MOVE fL r-IB' Y3 U .}�ry� J✓44I SHINGLUE E%STNG L6 TIPS W/18' 0-T TH AND PAyLLLELTOTNT END POSITIONED GRAB SAME . IAT NCHESNFRONTO BEAT FRONT ME LEAST I2JESEINCHES,AE WITH TXEFRONT ENDNOTBE - PLYWOOD ON OOON TOP pNp4%5 AND MAN1SN WATER CLOSEi.GM8BAR5 ATTXE B4CK CAN NOT BE LESS MAN 38NLXE5 LONG. THE LONG. WIDTH SEEM SURFACE SHAIEISO L d Y WOOD WOOD FRAMING ISREQUIRED TOR'.AREtGFC.,OUNTE PROVIDOFTHEIVALENG SURFACE.IFGRABBARS MOUNTED SHPPEISTTGAW AN ESEACE y L-ME BETGRIPPING PDJALENTTOp WALL. THE SPACE BETYYEEN THE WALL ANOTXEGRAB BARS IS TO BEI URI MIN 26'MIN. LONSTING4x8WOODBEAM $NCHES. GRAB BASS ARE TO RESIST 2W POUNDS OF DOWNWARD FORCE ME TORSION, GRAB BARS ARE TO BE MADE OF STAINLESS WITH I �1, m 000 TO BE PAINTED STEEL A PINE. SURFACE AND SNP➢ FLANGES OVER MOUNTING BOLTS. RM NEW EXTRUDED ALUMINUM LOUVERPROVIDE TEM,SHOP ATCMUwALL � r in U ; TO PROVIDE SHOP ORgWING$ DRAWINGS TO P NOR TO FABRICATION MEANS. E%PANSXMIANCHORS TO WALLSEDBYONREORAS PROVIDED BY MANUFACTURER III2' tIIT 5 ` p CaIM?to A]D WALL NEWROOFINGASPHALTIC • Y MIN,CLEAR a Q(('�•t/�Q�y---_-_-i[A�"- SHINGLE SYSTEM OVER NEW I PLYW0006 WOOD FRAMING • O O i f Q ge{�y��.}r�I�R,Qn rCr i NEW MIRpTECX I AT STUD WLLL: V PROVIDE USE MANUFACTURERS SOLID 2x+2 MOUNTING HARDWARE FOR MIN. BLMG RO 2M MAX.IN pHY DtliECTICN FASCN I I VIDE STMETAL STRUCTURE. PROVIDE 1IB' MIN. STUD WALLS STRUCTURE � Ono STEEL PLATE AS BACKING ¢' TTaaWW L'nN�ca L"IT.1�N I I = F NEWJ.A.RAM NEW xMAUE: PALPAINT PER I WOOD BRACE: i CONCRETE SLAB E: t'=,'d° 17 GRAB BAR SCALE B'=TB' 5 ACCESS. R.R. STALL 1 E%TERIOR ELEVATIONS I W MIN. 3M-W/EXPANSIONJOINT NOTE'. LOCATE E J,®2PA' ryEW BRBxIfi CMV TO ! G{-'i MATCH MISTING TYPE I Hwyp FLVSX VALVE SEALANT W/ROUNDED OC. MP%. IODATE PER BACKUP SITE PUW 4 _ A SA 3G'LONG S.S. GRAB BAR AT ROCK OF WALL $gi rd2'MIN LONG 5.S, GRAB BAR AT SIDE WALL O PREMOULDED b®26'OL. FILLER I i 3� 3 TOILET PAPER DISPENSER E%ISRNGCMU WALL, • PROTECT IN PLACE f8k AiV TO HAVE CON WOODS H W PAPER FLOW b UJ ^^ —'� �_r yea^ ... qry I I J • • !W —Oa F U p rMIN.TOYMPX qi p < sn $ W I I $ -s " U = 9 OA EXPANSION JOINT = o — _r [ o E. a "o W W yw O �m Z p ti4-AI-FEEL SAWLUT NOTE 7 m $o m6 OR TOOLED JOINT� LOCATES J,CTIO O 12 & rN n mW SITE RANLOG4TON PER A]B ♦n��FFTt e IB�[ET B S O FINISH LOOK O N '° •• '. O F W ::" `.. z rc K if FINISH RR, FOR REFERENCE ONLY �B CONTROL JOINT' "N5"FL°°R £- EXPANSION JOINT S E + =T� 18 KNEE BRACE IfCMU 10 MOUNTING HEIGHTS 6 WATER CLOSET E: ,'=,°p 2 NEW SHAPED tW MIN. RADIUS AT CORNERS LEDGERBHPNGER, pD� SEE STRUCTURAL WJE' Z UMW ING$ NOTE: LETERS AND NUMERAL$ ARE T-B' NO 90 OVERHA \ PASSEDMMB' CHAACTE MAXIMUM OF RR� MINIMUM M2', CHARACTERS D MAIM tTMIN. pEAM AOACOMPLYWGNAND WASHING NEW pWy pu xU.�N 2'"IGH. ATTACH WITH 4 STAINLESS FAUCET AT WALL -HUNG LAVATORY STEELSCREWS. REBTROOM RE5TROOM LAVATORY EASED ROGER EYISiING ROOF 5IRVClURESVSIEM TO BE REMOVEPND RE-INSTPLLPFIER t2'OWAETER CIRCLE 1H°TIICKANO 1S EpULLATEMLTRIPNGLE t/d'TIICK TXE WORD RE PLACEMENTOFTWCMUCOIRSE ',ESTROOWA LOCATED DIRECTLY UNDER PICTOGRAM. COLOROFTRIANGLE SHALL S, H EXISTING BEAM CONTRAST VISUALLY WR" ME COLOR OF TIE CIRCLE, COLOR OF CIRCLE SHALL U.K. VISUALLY WRH TIE DOOR COLOR. KNEE0.R NEW ROOF STRUCTURE OVERHANG SYSIEM AM DIAGONAL WOOD SPACING EXIRUOEGALUMINDM WITH LOUVER; POWCERFRAME LOAT 8 TYPICALATCH SIDE AT L TYPICAL H z R g $ E e / OfEMRANCE 000R PROVIDE n _ FINISH qLL SIDES ❑ - JIB PIPE INSULATION NEW FAST PER STRUCTURAL EO EO. MM z " m'e l i FRAMING PLAN, PROVIDE POWDER COAT FWI$HS �. FINISH : PLLNESTRGOP SIGNS SHALL °1 Z FINISHELOOR iOECLR q HAVE A NONGIARE FINISH, CT'+ NEW DIAGONAL WOOD SPACING EXTERIOR INTEWOR T C. ALUMINUMN RB RESTROOM SIGN SLALE+/6=— 7 LAVATORY - wEIHA ��R -- VERTICAL SUPPORTS ARJUNO PERMETER OF BUILDING ONO WALL TOP COURSE TO BE REPLACE WII"NEW IYPEPRODNO PERMEIEROFBUILOING Cµ8•sa' BYB`so MDUNTING NEIGHi: O SIGNS WRH RAISED CHAMCTERAND BMILLESHALLBELCCATED481NCHE5 S MINIMUM ABOVE THE FINISH FLUOR.. j / _ GROVNOSURFACE MEASURED FROM FLUSH CONTROL TYPICAL METING CMV WN PROTECT IN PLACE a ME MENS05ELNE OF ME LOWEST LINE OF .�T'T '»PP BRAILLE MUWI.AS MAXIMUM _ ABOVE THE FINISH FLOOR OR GROUND TOP OF CONTROL fJ'✓`� EA SURFACE, MEASURED FROM TIE BASELINE OF ME HIGHEST LINE OF M� RAISED CHARACTERS. EGwaN C� LW Rg 3D View 1H'MM. TIICKNESSTYPICA- DIN CNDER OE THE DooR. cprvIESSHTED ) \20 SCAL TYPICAL) THE WORD IS 1d t12'MIN. Ljj N C-t8N0 US LOCATED DIRECTLY UNDER PICTOGRAM GOMRACIEO CALIFORNIA GRAOE2 9 BRAILLE NEW CMD COME NOTE LERERS AND NUMERALS ARE PAISE01/32'M'O ARE ACCOMPANIED BY 3 -+ _ _ "- �f PASTING EMU WALL, GRADE 2 BRAILLE. CHARACTERS ARE - ORAWMG NO. MRSY-B PROTELi IN RACE MWIMlE1t 5'8'XIGMANDAMAXIMUM OF THIGH ATTACH W RH4 STAMLESS LATCH BIDE STEEL SCREWS. OF WOR r FINISH I FLOOq LINE N sc<Leov�-°-, LOUVER DETAIL 12 scplE+u'=ra ROOM ID 8 s URINAL E+'=Td 4 LATO