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GENERAL NOTES: <br /> 1. REFER TO ELECTRICAL LIGHTING PLAN FOR FIXTURE <br /> UNISTRUT P1000T, SPECIFICATIONS. <br /> PAINTED BLACK TO MATCH SHELVING, <br /> BELOW SUSPENDED CEILING, 2. CONTRACTOR TO SET CONTROL POINTS FOR LAYOUT. <br /> CONNECT HUNG SHELVING LEGS SUSP.CEILING <br /> W/3/8"THREADED RODS +10'-0"A.F.F. <br /> AND CHANNEL SPRING NUTS7 F 'I <br /> —r <br /> CORNER NOTE: Dumhpn@!� <br /> SIDE-BY-SIDE <br /> CONDITION CONDITION BOT.OF SHELF,(V.I.F.) <br /> 8'-4"± A.F.F. PER CBC 1013.6.2 THE FACE OF AN EXIT SIGN ILLUMINATED <br /> FROM AN EXTERNAL SOURCE SHALL HAVE AN INTENSITY OF J <br /> U, ( ) NOT LESS THAN 5 FOOTCANDLES(54 LUX). <br /> Q BOT.OF SHELF, V.LF. <br /> HUN COORD. FINAL <br /> AND SPACING IN THE FIELD. 6' 10"± A.F.F. <br /> N (BOT.SHELF OVER TALL EQUIP.) PER CBC 1013.6.3 EXIT SIGNS SHALL BE ILLUMINATED AT ALL <br /> PROVIDE 3/8"WASHER ANDBOT.OF SHELVING TIMES. TO ENSURE CONTINUED ILLUMINATION FOR A <br /> U- NUTS AT BOT.OF SHELF. 5'-4"± A.F.F. DURATION OF NOT LESS THAN 90 MINUTES IN CASE OF <br /> Co PROVIDE BLACK RUBBER CAPS <br /> a COORD.W/EQUIP.BELOW PRIMARY POWER LOSS, THE SIGN ILLUMINATION MEANS <br /> STORAGE WEIGHT PER ASCE TABLE 4-1, SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM <br /> DINING ROOMS&RESTAURANT= 100 PSF PROVIDED FROM STORAGE BATTERIES... THE INSTALLATION <br /> OF THE EMERGENCY POWER SYSTEM SHALL BE IN <br /> $ TYP. HANGING SHELF DETAIL ACCORDANCE WITH CBC 2702..2.6. <br /> cu a <br /> 77 SCALE: 1/2" = F-0" NOTE: ELECTRICAL EQUIPMENT SHALL BE INSTALLED IN A <br /> NEAT AND WORKMANLIKE MANNER. <br /> o <br /> :N <br /> cu <br /> cz <br /> 5/8"PLYWOOD DECKING <br /> ATOP CEILING ASSEMBLY <br /> SL ° <br /> GNICH <br /> FOR STORAGE �c X55 �Fss° ARCHITECTURE <br /> BATT INSULATION, S T U D 1 O <br /> PER ENERGY CODE SEISMIC CLIP, #12 HANGER WIRE NOTE: LIGHT FIXTURE: <br /> AN OREGON LIMITED LIABILITY COMPANY <br /> ° <br /> 2x8 WOOD LEDGER PER MFR., ° °° ° LIGHT FIXTURES OR w/(2)-12 GA.HANGER WIRES <br /> DECKING, AT FIXED SIDE ° DIFFUSERS IN EXCESS AT ALTERNATE CORNERS <br /> -a PER PLAN. DECKING, 2x EXTERIOR WALL, ® O° ° ° ° ° ° ° OF 56 LBS. REQUIRE TO STRUCTURES ABOVE <br /> m PER PLAN. PER PLAN <br /> u TRUSSES ° ° (4)-12 GA. HANGERS <br /> Q ° <br /> 2x8 BLOCKING ° °o 1001 SE SANDY BLVD, SUITE 100 <br /> PORTLAND, OR 97214 <br /> Q PE PLAN TRUSS, EXTERIOR PLYWOOD ° p a ° V. 503.552.9079 <br /> VARIES VARIES PER PLAN. SHEATHING, PER PLAN ® ® ?J ° o o <br /> CONTINUOUS SEALANT � � ° ° � � I F. 503.241.7055 <br /> / WWW.GNICHARCH.COM <br /> BEAD @ PERIMETER EDGE CROSS ° °° ° ° ° <br /> 1.0TEE <br /> 1/2"CDX CEILING ° ° g ° ° ° �° ° 1 .13.2021A <br /> N DOWNROD, SPACING VARIES; LOCATE BE4D I@ OUS L SEAMS NT PAINTED, PER PLAN ° jl <br /> Q MAIN BEAM AIR DIFFUSER w/(2) 12 A. 't <br /> HANGER WIRES AT [� <br /> `i VERIFY MOUNTING (1)UNISTRUT BELOW EACH DOWNROD, � ° ° � �RIl� <br /> REQMTS FOR EACH, POINT LOAD LOCATION VERIFY MOUNTING MINIMUM WALL ALTERNATE CORNERS TO MATTHEWS <br /> o PER MANUFACTURER. FROM DOWNROD. REQMTS FOR EACH, MOULDING STRUCTURE ABOVE <br /> U PER MANUFACTURER. <br /> No- C-32764 <br /> 0 04 30.2025 <br /> U <br /> o <br /> 7 TYP. HANGING SHELF BRACING DETAIL ( 6HARD LID CEILING @ RESTROOM 5 TYP. GRID BRACING 4 TYP. SPLAY WIRE BRACING 3 TYP. FIXTURE HANGER WIRES <br /> RENEWAL DATE <br /> I� OFC <br /> ui <br /> SCALE: 1/2" = F-0" SCALE: 1 1/2" = F-0" SCALE: 3" = V-0" SCALE: 3" = V-0" SCALE: 1-1/2" = F-0" <br /> E <br /> X <br /> N <br /> m 1 2 3 <br /> ui <br /> A7.0 A7.0 A7.0 <br /> U <br /> 7 <br /> a <br /> O <br /> Q <br /> cu <br /> C <br /> 8'-0"(AWNING) <br /> E <br /> s <br /> m <br /> Z PRE-FAB.METAL <br /> m <br /> N AWNING,ABOVE <br /> L7 _ _ _ _ _ _31'-0"± L5 FIXTURE <br /> a) aa) z — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br /> a) z AT PARAPET 2 <br /> 1/2''AWNING CLEAR <br /> o AWNING 3: 24'-0"(AWNING) Q� CD <br /> DOWNSPOUT L N <br /> w LOCATION q m <br /> a O <br /> a 12'-0'' 12-0" 0 <br /> c <br /> cu KY <br /> O PRE-FAB.METAL <br /> O <br /> EQ23 AWNING,ABOVE <br /> w <br /> 9.. N <br /> CT <br /> L7 L7 O <br /> z � <br /> EQ13 ( <br /> AWNING DOWNSPOUTo O N <br /> HEAVY DUTY T-BAR GRID SYSTEM LOCATION I N <br /> PERIMETER SUPPORT. LL <br /> L8 u <br /> o DO NOT ATTACH I EQ13 91/2" I <br /> N <br /> m RUNNER TO CLOSURE A4 0 `° <br /> _4_1 z <br /> 0 <br /> � EQ13 I nIIS` <br /> Zcu3 I IZIL3 I O W N <br /> _ m Lo <br /> cu <br /> cLG 2 I N '� <br /> z O01 <br /> 9" CLG 2 CLG.@ I ' U <br /> o <br /> E o I CLG. @ EQ32 10'0"A.F.F. I U -0 N � <br /> c 8' 0"A.F.F. p • O <br /> mu) I EQ13 Lo <br /> N I EQ29 L8ui 0 O` N <br /> XIw m O Q <br /> =1w I IT 1 Q • <br /> ou <br /> .m O CV J I } <br /> o a A XIw z — — L — �` — J oIa O U O 0 o <br /> U <br /> CD <br /> JIQ Q L� EQ13 EQ13 ml CV Q 0 <br /> Qcu <br /> � SEISMIC CLIP ATTACHED +i Ia Q13 I I `~ <br /> .s TO END WALL(S) <br /> `°IQ N I <br /> WALL ANGLE, TYP. CODE COMPLIANCE: 2019 CBC 808& 1613,ASCE 7-16,ASTM C635, T I PRE-FAB. m a <br /> X N L6 z ISSUED FOR PERMIT: <br /> w o 12 GA. PERIMETER ASTM C636,ASTM E 580/E 580M&CISCA METAL NJI a z <br /> SUPPORT WIRE (2) 12 GA. COUNTERSLOPING SESIMIC USE GROUP: III A�0 I ABOVE cLG- w Q 13.22 <br /> +/- 10 DEGREES MAX. WIRES AT 45 DEGREES MIN. SEISMIC DESIGN CATEGORY: D-ADDITIONAL PROVISIONS ASTM E580 I CLG.GRID o <br /> E -c TO HORIZONTAL, INTERSECTION TEST STRENGTH: 100 LBS.TENSION w/S OFFSET @ 10'0"A.F.F. I <br /> cz <br /> IN LIEU OF SINGLE I Q13 <br /> SPACE BAR OR OTHER 60 LBS. COMPRESSION N I <br /> a COMPONENT TO VERTICAL SUPPORT WIRE I ° 911N Q13 013 21-71/211 <br /> KEEP PERIMETER COMPRESSION STRUT I 4'-0„(AWNIN ) EQ13 EQ13 <br /> a CD <br /> COMPONENTS FROM W/(4) 12 GA.WIRES, EQ23 <br /> E Q SPREADING OUT SECURELY ATTACHED TO GRID — n n REV: DATE: DESCRIPTION: <br /> = AND STRUCTURE ABOVE 4-0`(A ING) <br /> � U <br /> 3/4" MIN. 6 / AWNINGDOWNSPOUT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PRE-FAB.METAL <br /> 40'0" L5 FIXTURE <br /> c - — — — — — — — — AWNING,ABOVE <br /> oo 1 LOCATION AT PARAPET 2 <br /> a o • INSTALL PER ASTM C 635,ASTM C 636&MFR. a AWNING <br /> o RECOMMENDATIONS O O O O O DOWNSPOUT <br /> cu • CEILING TO BE INSTALLED PER CISCA L9 L9 U LOCATION <br /> TYP. TYP. <br /> a RECOMMENDATIONS FOR CATEGORY"D" o <br /> N Q 7/8" • GRID MUST NOT BE ATTACHED TO WALL MOLDING CO SHEET NAME: <br /> N <br /> NO ENDS OF MAIN BEAMS AND CROSS TEES MUST BE <br /> o a) 8" MAX. 48" O.C.E.W. TIED TOGETHER TO PREVENT THEIR SPREADING Cl Cl cl o Cl Cl <br /> a m <br /> MINIMUM 3/4"CLEARANCE ON ALL SIDES clcl L4 0 0REFLECTED CEILING <br /> co SAFETY WIRES REQUIRED ON LIGHT FIXTURES J <br /> o 6'-0" FROM PERIMETER 12'-0"O.C.E.W O PLAN/ CEILING DETAILS <br /> N E L4 26'0"(CANOPY) L4 <br /> COMPRESSION STRUTS W/(4) 12 GA. WIRES, <br /> cu <br /> ATTACHED WITHIN 2" OF STRUTS AND TO STRUCTURE ABOVE; <br /> co m SPLAY WIRES ARRAYED 90 DEGREES TO EACH OTHER <br /> 0- AND 45 DEGREES FROM HORIZONTAL <br /> W <br /> Co SHEET NUMBER: <br /> 2 SUSPENDED ACOUSTICAL PANEL CEILING-TYP. <br /> Q REFLECTED CEILING PLAN <br /> cup <br /> cu SCALE: 3" = V-0" SCALE: 1/4" = F-0" <br /> 0' 2' 4' <br /> m <br /> 02020 DB Franchising USA,LLC <br />