14 E CASINO RD CHILD STRIVE 2019-01-24

i a: • TYPICAL FIXTURE MOUNTING HEIGHTS EXS NG STRUCTURE ABOVE 39'-41" p 4 60170M EDGE OF MAX. • NOTE FLUSH CONTROLS SRALL BE w v Yz" 2" 5" 6" 9" 11" -BROTHS 5 8 ARE-TAPED THE REFLECTING REACH. DEPTH THEA WATER LOE T Ai4 SIDE L 36" 54"MIN. r BEI \ / - - �� GNB AS PART OF EXIST. • SURFACE MA%. THE CLOSET AND COMPLY SEAT COVER ROOF/CJDUN'G 1-HR.SYSTEM REACH HEIGHT 48' 46" 42" 40" 3E" 3a wrtH ANSI SECTIONS 604.6 AND 309 a I — — _ M.N. M:N 0!SPENSER or, _- 1 / 2 ®�. 1 , GRAB BAR Iu�' _ n TOILET PAPER V o 8 •i � ° �I n •ice - o��r •i �' 1j DISPENSER i 'w 1:7-g-- N n �,� I < �+ \ - ^�CcD n �" *W.C.HEIGHT = 3/470NG TRACK PIN L j a-- 11 16^-18" 7"-s° (.140 DIE)0 24• °O.C. E' \ N KNEE k TOE .X-t. MIRROR ABOVE SEMI-RECESSED WALL MOUNTED SAN.NAPKIN BABY CHANGE TCILET SEAT SAN.NAPKIN DUAL LEVEL H.C.A.CLESS. N STD.HGL STD.OGT. - AT CHILD USE CLLARANCE- MIN. LAVATORIES,SINKS PAPER TOWEL PAPER TOWEL DISPENSER STATION COVER DISPOSAL DRINKING FOUNTAIN URINAL URINAL HATER CLOSET WHEELCHAR AHEELCHA''.R SECURE TOP RUNNER LAVATORY OR COUNTERS WASTE DISPENSER DISPENSER ACCESSIBLE **14"MIN. ACCESSIBLE _ COUNTER RECEPTACLE COMPARTMENTS AT CHILD USE COMPARTMENTS TO STUDS ONLY-AVOW COMP.CHANNEL TO a MOVE BIM.STUDS 8 I O TYPICAL FIXTURE MOUNTING HEIGHTS G.W.B. I g 1 SCALE;N.T.S. 5/B"TYPE'X'G.W.B. - G.W.B.-PAINT G.W.B.-PAINT 0411EA.SIDE 20 GA.3 1/2' • MAL STUDS GA.3 1/2 I., LIGHT FIXTURE ...,:.._ MAX. o m 5/8'G.W.B.EA SIDE >.1", ///�� ?:; 3 aDi n ::::S::D ON31/2'CLAGE METAL ,,, PLAMWAINSCOT d •JAi HUNGSINKe,`SOAP w DISPENSER vA3., liii r ,0, '1 O 1 HOUR WALL SYSTEM DETAIL -� �j J SCALE: ..S c � IMIIIIIIIIIR411 �� \ �� WATER SUPPLY AND DRAIN PIPES " A B TOILET TISSUE G RECESSED PAPER D UNDER LAVATORIES AND SINKS 16 GA HOL MIL JAMB 6"SHEET VINYL BASE DISPENSER TOWEL/WASTE SHALL BE INSULATED OR NOT RATED PER SCHEDULE 8 GA. HANGER WIRE �` it. INTEGRAL COVE EXPOSED.THERE SHALL BE NO DOOR PER SCHEDULE / ®24" O.C. SANITARY NAPKIN SHARP OR UNDER LAVATORIES ORIVE USINKS.ES ,L/// DISPOSALo O INTERIOR ELEVATIONS _ DOOR FRAME DETAIL 6 SCALE: 1/4"=1'-0" SCALE:3" -0" 1'INSULATED TINTED GLASS IN ALUM. SOLID CORE WINDOW SYSTEM TO 1111 MATCH EXISTING HARDWOOD VENEER DOOR- U.S.G. METAL FURRING li CLOSER CHANNEL W/CUPS 1 1/2" U.S.G. METAL FURRING N EW T-Q'MLP .DOOR INEl IASPIli WIRE DOW SYST1NDER TYPKNIC HARDillR-STRIPPING 11111111 NOTE: pfr . KICK PLATE N • ALL LABELLED Am GLASS TO BE EXISTING EXISTING EXISTING EXISTING 4'L�. EXISTING EXISTING EXISTING EXISTING LABELLED AS ASS GLAZING \ T=TEMP.GLASS LEVER PRIVACY LOCKSET \ SILENCERS THRESHOLD CLOSER WALL OR FLOOR STOP 5/8" G.W.B. W NEW DOOR A O NEW DOOR A O NEW DOOR C U o 1 D SCALE:1/4"=1'-0" 1 1 SCALE:1/4'=1'—D" 1 2 SCALE:1/4"=1'-0" OA GWB SEISMIC BRACING DETAILS 7 cp #12 HANGER WIRE • MAX_8" 'ii 14 SCALE:N.T.S. Z z ANCHORED TO ,V.( '�I #12 HANGER WIRE W W0) STRUCTURE AROSE sA uORERETABOVE DEFERRED SUBMITTALS y ,'�. THE FOLLOWING DOCUMENTS SHALL BE SUBMITTED TO THE ARCHITECT TO BE FORWARDED TO THE BUILDING DEPARTMENT FOR THEIR REVIEW AND APPROVAL. ENGINEERING PLANS SHALL BE STAMPED Q H- ROSS TEE or. •~' ,lj� AND SIGNED BY AN ENGINEER REGISTERED IN THE STATE OF WASHINGTON.NO WORK ON THESE MAINB. I— II Ho`A '••'•DDKA`•. MAIN OR RENS SHALL BEGIN UNTIL CITY APPROVAL HAS BEEN RECEIVED. 1 W 1,) 1pJ ',MIN 3/8' CROSS TEE G W CC � Uq W - 1. SUSPENDED CEILING SYSTEM(IF ALTERNATE METHODS.DESIGN AND METHODS ARE REQUESTED) STABILIZER BAR SYSTEM W TO KEEP PERIMETER 1111 EXPANSION JOINT COMPONENTS FROM SPREADING APART® UNATTACHED WALLS -��- �__- 2.. CEILING INSTALLATION REQUIREMENTS L., N TYPICAL SEISMIC JOINT UNATTACHED EDGE •MINIMUM 2°WALL MOWING 1 G N •GRID MUST BE ATTACHED TO TWO ADJACENT WALLS-OPPOSITE WALL MUST HAVE A 3/4°CLEARANCE. \ EXISTING FIRE TAPED EXISTING FIRE TAPED J N STEEL STUD COMPRESSION POST 'ENDS OF MAIN BEAMS AND CROSS TEES MUST BE TIED TOGETHER TO PREVENT THEIR SPREADING. 5/B'ORB UNSER STRUCT. 5/8'GWB UNDER STRUCT. .- C4 •PERIMETER SUPPORT WIRES MUST RE WITHIN 8'OF CEILING EDGE. CORRIDOR WALL TO EXTEND WALLS TO 9.-0"ABOVE N •PROVIDE MANUFACTURERS HEAW GRID SYSTEM. TO UNDERSIDE OF EXISTING _ EXISTING FLOOR SLAB ID •CEILING AREAS OVER 1,000 SF MUST HAVE HORIZONTAL RESTRA RT WIRE OR RIGID BRACING. STRUCTURE-RATED 1 HOUR (12"ABOVE DROP-IN CCG.) ( . 0 I 041001°°°.f •CEILING AREAS OVER 2,500 SF MUST HAVE MUST HAVE SEISMIC SEPARATION JOINTS OR FULL HEIGHT PARTRTONS. •CEILINGS WITHOUT RIGID BRACING MUST HAVE 2"OVERSIZED TRIM RINGS FOR SPRINKLERS AND OTHER PENETRATIONS. _ _ _ �,,, �,,,- __ IJJ ER •CHANGES IN CEILING PLANE MUST HAVE POSITIVE BRACING. '" •CABLE TRAYS AND ELECTRICAL CONDUITS MUST BE INDEPENDENTLY SUPPORTED AND BRACED. ".,, mmmm Q Q N •SYSPENDEDED CEILING WIL BE SUBJECT TO SPECIAL INSPECTION AS REQUIRED BY LOCAL BUILDING OFFICIAL 0.1 i /12 HAVER WIRE •IF CEILING SYSTEM TO BE INSTALLED IS NOT AS SPECIFIED ABOVE CONTRACTOR SHALL SUBMIT ALTERNATIVE MATERIAL CND ^'T r., EXISTING CEILING NEW URN CEILING - CO - �'T1 AND METHODS AS DESCRIBED IN I.B.C.SECTION 104.11 TO LOCAL BUILDING OFFICIAL 3 I TILE-DROP IN PER 14/A3.1 UO co 1 4/ ss or A/000 FRRMAA/Cs I— co •Q 45'or less '.0 f OK yi w Q y W ,4// �N "�-19-16 F J w- NEW INTERIOR WALL— NEW INTERIOR WALL— (� y ...."<::'7, a NOTE: 3-1/2 MIL STD.®16"O.C. lii__ 3-1/2 MTL STD.0 16'O.C. \ F- /To w s�W/5/8" TYPE%'OWN EA./SIDE W/5/8"'TYPE X'OAR Ea/SIDE CE ° LI ,•° `" o TIGHT LOOP THROUGH HANGER SUSPENDED CEILINGS SHALL BE BRACED AGAINST LATERAL MOVEMENT DUE TO EARTHQUAKE PER ASTM 0636.IN THE Q- NI 00 > W w N HOLE&THREE TIGHT WRNS ABSENCE OF AN ENGINEERED DESIGN THE FOLLOWING BRACING SYSTEM WILL BE REQUIRED. FOUR N0.12 GA R-19 BAIT INSULATION- J ,41(- . WITHIN 3"(TOP TO BOTTOM) STEEL WIRES STALL BE ATTACHED TO A MAN RUNNER WITHIN 2 INCHES OF A CROSS RUNNER. THE WIRES SHALL RUN CONTINUOUS FULL WALL HT. I W JF •\�' 0 _ BE SPLAYED 90 DEGREES TO EACH OTHER AND RUN UP TO BE ATTACHED TO STRUCTURE ABOVE AT AN ANGLE MDT _� TO EXCEED 45 DEGREES FROM THE HORIZONTAL. A COMPRESSION STRUT SHALL EXTEND FROM THE MAIN RUNNER J W to AT THE ATTACHMENT OF THE WIRES VERTICALLY AND BE ATTACHED TO THE STRUCTURE ABOVE ONLY IF REQUIRED BY IJJ = _ �;y',:1 /\ BUILDING OFFICE. SUCH BRACING SYSTEMS SHALL BE PROVIDED AT A SPACING NOT TO EXCEED 12 FEET IN BOTH W (77 l DIRECTIONS. BEGINNING AT A POINT NOT TO EXCEED 6.FEET FROM WALLS.VERTICAL AND PERIMETER HANGERS Y 45'or less INSTALLED PER ASTM C636 AND MANUFARURES REOUIREMNETS.UGHRNG FIXTURES WHICH WEIGH LESS THAN 56 BASE FINISHES TO I W 0 J 45'or less POUNDS SHALL BE ATTACHED TO THE CEIUNG GRID SYSTEM AND TO BUILDING STRUCTURE BO AT LEAST 2 NO.12 l- MATCH EXISTING U CROSS TEE GAGE WIRES. UGHT FIXTURES WHICH WEIGH 56 POUNDS OR MORE SHALL BE SUSPENDED FROM THE STRUCTURE I (, Z N PER ASTM CM3 ° o INDEPENDENT OF THE CEILING GRID,AND AN ENGINEERING DESIGN SHALL BE SUBMRTED TO SUBSTANTIATE THE _ _ _ Q M ',•e` < SUSPENSION SYSTEM. MECHANICAL EQUIPMENT SHALL BE SUPPORTED INDEPENDENT OF THE CEIUNG SUSPENSION J 6 ��,s`6'' ..� SYSTEM, CD Z sheet MAN CEILING NEW DIVIDER WALL NEW TOILET ROOM WALL Q BEAM PER ASTM C635 N.T.S. J TYPICAL CEILING GRID INT. WALL SECTION INT. WALL SECTION A3.1 SCALE 21 E: 24 SCALE:1/2'=1'-0" 25 SCALE:1/2'=1'-0" m -_-. 14 E Casino Rd-YWCA 81103-002 N . ��00