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VERTICAL HANGER WIRE: CHIEF CMA-440 SUSPENDED CEILING CHIEF CMA-440 SUSPENDED CEILING ig MUDRING w/2" GROMMETED <br /> KIT INSTALLED BY GENERAL <br /> 12 GA. @ 4'-0"O.C. IN LATERAL BRACING: 4-#12 GA.WIRES ig MUDRING w/2" GROMMETED COVERPLATE KIT INSTALLED BY GENERAL COVERPLATE FLUSH MOUNT IN <br /> BOTH DIRECTIONS MIN. IN PLANE OF EACH RUNNER 4 FULL CONTRACTOR - THIS INCLUDES ALL FLUSH MOUNT IN CEIL. TILE BY ELECT. CONTR. CONTRACTOR - THIS INCLUDES ALL CEIL TILE BY ELECT. CONTR. <br /> AND AT EACH END. TURNS AT EACH END. REFER TO ADDITIONAL CEILING STRUTS, HANGAR PACED NEXT TO RECEPT. ADDITIONAL CEILING STRUTS, HANGAR PLACED NEXT TO RECEPT. <br /> DWG. A507 FOR DETAILS AND NOTES WIRES, TURNBUCKLES, ETC. F=-=== ===a WIRES, TURNBUCKLES, ETC. �.: 120VAC 20A RECEPT.(1g) FLUSH <br /> I I — <br /> 120VAC 20A RECEPT.(1g) FLUSH MOUNT IN CHIEF CMA-110 MOUNTING PLATE W/ MOUNT N CEILING TILE & <br /> CMA-440 PLATE BY ELECT. <br /> CROSS RUNNER MA-110 MOUNTING CEILING TILE & CMA-440 PLATE BY ELECT. MOUNTING BOLTS PROVIDED & CONTRACTOR <br /> MAIN RUNNER PLATEEF C OVIDED & O�I'CONTRACTOR INSTALLED BY A/V CONTRACTOR --- <br /> INSTALLED BY A <br /> CONTRACTOR DI " CHIEF RPA PROJECTOR MOUNT & CHIEF SUSPENDED CEILING LEVEL <br /> SLB INTERFACE PLATE PROVIDED & <br /> CENTER OF LENS i 1 INSTALLED BY A/V CONTRACTOR 1.5" NET PIPE PROVIDED & <br /> 2"MAX. FROM - SHARP XG-P SX INSTALLED BY A/V CONTRACTOR <br /> BRACE WIRES TO (CENTER ON SCREEN) o MTER OF LENS w/STD. ZOOM LENS _ <br /> CROSS RUNNER 45• �O —SCREEN DIRECTION (LEVEL) (21.4 LBS.) -- EXACT LENGTH TO BE <br /> I DETERMINED ON SITE <br /> MAX. A,:. INSTALL CHIEF MANUFACTURING CO. / �'6 <br /> u —SCREEN DIRECTION <br /> CMA-440 8"x24" SUSPENDED " <br /> I i SHARP XG-P25X <br /> CEILING MOUNTING PLATE PER SHARP XG-P25X t - y <br /> 1j�" w/STD. ZOOM LENS <br /> MFGR'S INSTRUCTIONS - THROW DISTANCE RANGE I I SHARP XG-P25X <br /> (4) CONDUIT OR STRUT AT 12'-0" O.C. TURNBUCKLES AND STRAND WIRE (STD. ZOOM LENS 1.8:1 - 2.4:1) 7" oo (21.4 LBS.) THROW DISTANCE RANGE <br /> EACH WAY. START FIRST STRUT POINT NOT SHOWN FOR CLARITY (100"DIAG. SCREEN @ 4:3) (STD. ZOOM LENS 1.8:1 - 2.4:1) <br /> WITHIN 6'-0" FROM EACH WALL. PROVIDE (100 DIAG. SCREEN @ 4:3) <br /> SIZE OF STRUT PER IBC 2003, ALONG ACOUSTICAL 1GG"SCREEN PROJECTION RANGE PROJECTION RANGE <br /> WITH ASTM C 635 AND ASTM C 636. PANEL 1 <br /> MINIMUM MID. RANGE MAXIMUM MINIMUM MID. RANGE MAXIMUM <br /> < 12'-l" (145") 13'-10" (166") 15'-7" (187") 12'-l" (145") 13'-10" (166") 15'-7" (187") <br /> mri <br /> = PROJECTION DISTANCE IS NOTE: MID-RANGE IS THE PROJECTION DISTANCE IS NOTE: MID-RANGE IS THE <br /> A FROM LENS TO SCREEN OPTIMAL PROJECTOR FROM LENS TO SCREEN OPTIMAL PROJECTOR <br /> <,z SURFACE POSITION. SURFACE POSITION. <br /> SUSPENDED CEILING SYSTEM W/ <br /> �x PROJECTOR MOUNTING PLATE PROJECTOR PLAN VIEW DETAIL PROJECTOR SIDE VIEW DETAIL <br /> 3 SCALE: NO SCALE � SCALE: 1 1 2 = l'-0" SCALE: 1 1 2 = 1'-0" <br /> 3 - A502 / �� - A502 / M1A288 A502 <br /> w� <br /> N <br /> N� <br /> A� <br /> A _ <br /> A <br /> EXIST. CORRUGATED <br /> METAL SIDING MTL STUD FRAMING W/ R-26 <br /> G-5812 GLOBESTRUT EXIST. STEEL GIRTS BATT INSULATION <br /> or EQUIVALENT (Typ.) <br /> T EXIST. OPENING VAPOR BARRIER APPLIED OVER <br /> 114'-0" EXIST. CORRUGATED <br /> 6 MTL PANEL SIDING. <br /> EXTERIOR SHEATHING <br /> 12"CROSS MEMBER x2 <br /> 0 ALL-THREAD <br /> SUPPORTS (x4) - A502 EXIST. STEEL EXTERIOR SHEATHING <br /> CHANNEL CORRUGATED MTL PANEL <br /> VARIABLE POSITION MOUNTING <br /> BRACKETS (INCL. w/SCREEN) x2 SIDING. PROFILE AND <br /> A502 FINISH TO MATCH EXIST. <br /> T/ PRECAST EXIST. FLASHING <br /> 4W e' 107'-2 1/2" <br /> CEIL LEVEL NEW CONCRETE PANEL, FLASHINGHED MTL <br /> 0 (T-BAR CEILING) REFER TO STRUC PREFINISHED MTL FLASHING <br /> SCREEN CEILING SCREEN DA-LITE <br /> SURFACE ADVANTAGE ELECTRIC EXIST. CONCRETE SLAB SEALANT AND BACKER ROD <br /> *tee <br /> (70LBS.) or MANUAL (65LBS.) 100" DIAGNAL SCREEN ON GRADE CORRUGATED MTL PANEL SIDING. °. a <br /> 60"x80" (100"DIAG.) CASE LENGTH: 89 1/2 PROFILE AND FINISH TO MATCH EXIST. <br /> LEVEL 1 d a <br /> 100'-0" MTL STUD FRAMING W/ R-26 4 SEALANT AND BACKER <br /> CONSTRUCTION OF SCREEN SUPPORT TO REFER TO STRUCTURAL BATT INSULATION ° a ROD <br /> `I Q, <br /> BE BY GENERAL CONTRACTOR USING THESE DETAIL 2/S500 FOR VAPOR BARRIER APPLIED OVER a 4 ° NEW CONCRETE <br /> SUGGESTED GUIDELINES. CONCRETE JOINT DETAIL EXTERIOR SHEATHING PANEL, REFER TO <br /> EXTERIOR SHEATHING STRUC. <br /> PROJECTOR SCREEN SECTION XTERIOR WALL INFILL WALL SECTION 5 MTL PANEL HEAD/ JAMB 6 MTL PANEL SILL <br /> SCALE: NTS M1A288 A502 /a" = 1'-0" - A502 61. = 11_0„ - A502 61, = 11-0.1 - A502 <br /> D 2' 4' S' 13' EBRPH <br /> SCALE:1/4"=l'-O" <br /> www.brph.com Copyright 02024 <br /> 0 1" 2" 3" 4" 5" 5" Architects Engineers,Inc. <br /> 1IM WIA Ave W,S.b 500 SMk of Washington <br /> SCALE:6"=1'-0" LY o_",Wa Ir"n,ge03s cenmrat�anmlwaraum <br /> 425..500 ANhilecMre No.503235512 <br /> Engi—dW No,3137 <br /> 66 <br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE <br /> ACCEPTABILITY KWC 10.09.24 DETAILS A 10.09.24 <br /> 1114 <br /> — RECORD DRAWING 11096985 DER GROUP CL 01.31.11 REGISTER D THIS DESIGN AND/OR H K <br /> ARCHITEC SPECIFICATION IS APPROVED KML 10.09.24 SHEET o <br /> A 40-21 Al—A3 FREEZE RECOVERY REBUILD—IFP C259244 KWC KML 10.09.24 BOE/A/G® APPROVED BY DEPT. DATE KML 10.09.24 rIrLE 40-21 Al-A3 FREEZE RECOVERY REBUILD A502 <br /> CHECKED <br /> KENN L BUILDING 40-021 <br /> STATE OF WASH ON APPROVED JOB N0. C259244 COMP N0. — <br /> APPROVED ARCHITECTURAL MASTER EVERETT, WA DWG No. 40-021-A502 <br />