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15 14 1 13 12 11 10 9 1 8 1 7 6 1 5 4 3 1 2 1
<br /> CARPET-SEE ROOM "BENGARD"CM2100 TILE EDGE RESILIENT
<br /> METAL ROOF DECK MTL STRUCT. FINISH SCHEDULE (COORDINATE DEPTH W/TILE FLOORING CHIEF MANUFACTURING: SEALANT AND BACKER ROD
<br /> ASSEMBLY) AT THREE SIDES
<br /> RESILIENT FLOORING CERAMIC TILE MIRROR FRAME
<br /> f MTL. STRUCTURE PLYWOOD BACKER
<br /> (FLOAT FLOOR MIN.OF 3') FLOORING CEILING ADAPTER CMA450 HEAVY DUTY INCLUDES:
<br /> A 2#8x1/2"SELF TAPPING 2-#8x1/2"SELF 2'x2'PLATE W/FLANGES(PAN),SAFETY CABLE WHERE OCCURS DEPTH DOOR OR A
<br /> SCREWS TAPPING SCR
<br /> a (4)ADAPTER PLATE BRACKETS AS NEEDED TO FLUSH-OUT WINDOW FRAME
<br /> 3/4"x 3"x12GA. STEEL 16 GA. 4x1 1/ 7 -° d ` ° as (ABOVE CEILING SUSPENSION CEILING) MIRROR W/TILE
<br /> ANGLE NOTE:
<br /> STRAP(MIN.) (A RESILIENT FLOOR OR EPDXY CARPET(FLUSH) DO TILE @ RESILIENT FLOORING GYPSUM BOARD
<br /> @ EXTENSION COLUMN CMS006-BLACK _ _ SEALANT-TYP. ALL JOINTS ARE TO BE
<br /> TYP. BRACING WIRE W/(4) 2-#8x1/2"SELF 6"COLUMN @ 9'-0"CEILINGS SEALED UTILIZING
<br /> TIGHT TURNS IN 1 1/2" MIRROR JAMB 1 HEAD STAINLESS STEEL
<br /> TAPPING SCR CERAMIC TILE FLOORING END CAP TRIM APPROVED SEALANT
<br /> 12 GA HANGER WIRE W/(3)TIGHT 2-1/2"x20GA. "BENGARD"CM2100 TILE COLUMN ACCESSORIES CMA274-COLUMN CABLE COVERS
<br /> TURNS IN 1 1/2"AT 48"O.C. MAX. COMPRESSIO EDGE(COORDINATE FLUSH STAINLESS STEEL INSIDE
<br /> STRUT AT 12' DEPTH W/TILE ASSEMBLY) CARPET-SEE ROOM PROJECTOR MOUNT CHIEF: RPA 000 BLACK CORNER TRIM
<br /> 1:6 MAX. FOR TYPICAL HANGER WIRE O.C. EA.WAY CARPET SEE ROOM FINISH SCHEDULE SEE INT.
<br /> B 45 DEG.MAX. FROM HORIZ. FOR SPLAY BRACING& FINISH SCHEDULE I' 'I I' I I I 9'�'S�' �'S�' �,5,, �'S ELEV. STAINLESS STEEL SEAM TRIM SEALANT-TYP. B
<br /> FOR SLACK BRACING OF FIXTURES AND REGISTERS 9 °
<br /> Q
<br /> WIRE ATTACHMENT COMP. STRUT © TILE @ CARPET © CARPET @ CARPET(FLUSH) e I CERAMIC TILE NI BACKER
<br /> BOARD SEE FINISH PLYWOOD UNDERLAYMENT
<br /> WIRE AND STRUT CONNECTION TO STEEL DETAIL "BURKE 175 CARPET CARPET SEE ROOM "MERCER"GLUE RESILIENT I _= SCHEDULE STAINLESS STEEL PANEL
<br /> RAMP"-GLUE DOWN FINISH SCHEDULE DOWN REDUCER FLOORING I 'CHIEF'KIT: SUSPENDED CEILING
<br /> REDUCER I KIT CMA450- +40"
<br /> BOTTOM OF LVL OR RAFTER PLACE IN 24"X 48"CEILING GRID
<br /> CONCRETE CONCRETE B.O. MIRROR
<br /> 1/4"DIA.SCREW EYE W/ _-
<br /> FULL THREAD EMBEDMENT(1 1/2"MIN. STAINLESS STEEL OUTSIDE a rc h i to cts
<br /> " SEAL JOINT CORNER TRIM
<br /> Cl) PENETRATION)- " ' - ° ., '4"TYP. - ,a �° � � . - - _• °� - _ _-
<br /> ALIGN WITH BRACING WIRE 0 EQ D CONCRETE CARPET TIMOTHY P. HUFF &
<br /> C TYP. BRACING WIRE W/ 4 TIGHT � 0 @ � MIRROR SILL STAINLESS STEEL C
<br /> ( ) NOTE: ALL MOULDINGS ARE TO BE ALUMINUM W/FINISH TO BE SELECTED BY ARCHITECT FASTEN PAN TO END CAP TRIM
<br /> TURNS IN 1 1/2" 0 CLG. RUNNERS, ASSOCIATES, INC.
<br /> w/#8x1/2"SELF
<br /> FOR BRACING WIRES, FULLY Timothy P. Huff, AIA Architect
<br /> EMBED SCREW EYE SHANK IN 11 FLOOR TRANSITIONS TAPPING TEKS 5 MIRROR FURRING 1 STAINLESS STEEL WAINSCOT 519 McHenry Ave., Modesto, CA 95354
<br /> DIRECTION OF WIRE SCREWS, ONE AT Ph: (209)571-2232 Fax: (209)571-1936
<br /> SCALE: 6" = 1'-0" EACH CORNER SCALE: 1 : 1 SCALE: 3" = 1'-0"
<br /> 1:6 MAX. FOR TYPICAL HANGER CENTERLINE
<br /> WIRE 45 DEG.MAX. FROM HORIZ. COMPRESSION STRUT WHERE zo - - - - - - -
<br /> FOR SPLAY BRACING&FOR SLACK OCCURS,(SEE STRUT SCHEDULE) SCREEN ND ARCy/�
<br /> BRACING OF FIXTURES& 12 GA. HANGER WIRE W/(3)TIGHT
<br /> U
<br /> REGISTERS TURNS IN 1 1/2"AT 48"O.C. EA WAY - w SECTION WINDOW
<br /> �
<br /> D RAFTER RAFTER _ FRAME NOTE: p * No. C 15527
<br /> WIRE AND STRUT CONNECTION TO WOOD DETAIL MARKERBOARDANCHOR-CLIP AT N� REN. 5/21 ,Q
<br /> SEALANT-TYP. ALL JOINTS ARE TO BE
<br /> SUSPENDED ACOUSTICAL CEILING NOTES - 9� Q�
<br /> � 24"O.C. MAX.W/#12X2 21/2"S. SEALED UTILIZING FRP F ��
<br /> 8"MAX. OR 1/4"OF LENGTH OF THE INTO CONT. FLAT STRAP-TOP AND VINYL"END CAP" MANUF.APPROVED OF CA\-�
<br /> END RUNNER WHICHEVER IS LESS 1. 12 GA.WIRE SHALL BE 0.106"IN DIAMETER CONFORMING TO ASTM A641. 12 GA.WIRE SHALL BE - - _ BOTTOM (EC)MOLDING _ SEALANT
<br /> SOFT ANNEALED,GALVANIZED STEEL WIRE WITH A CLASS 1 COATING. VINYL"INSIDE CORNER
<br /> 12 GA. HANGER WIRE 2. 12 GA.(MIN.)HANGER WIRES MAY BE USED FOR UP TO AND INCLUDING 4'-0"X 4'-0"GRID SPACING I 'CHIEF'KIT BRACKETS (IC)MOLDING Copyright 2019-Timothy P. Huff&Associates
<br /> 3/4 AND SHALL BE ATTACHED TO MAIN RUNNERS.SPLICES WILL NOT BE PERMITTED IN ANY HANGER I ATTACH TO PAN w/(2)#10 24 PAN COMPRESSION STRUT
<br /> N CLR. WIRES UNLESS SPECIFICALLY APPROVED BY DSA/ORS. HEAD S.M.S.AND NUTS, (1)BRACKET
<br /> MAIN RUNNER OR � AT EA.CORNER OF PAN-TOTAL OF I (1)EA. BRACKET,TOTAL _ MARKERBOARD
<br /> CROSS RUNNER W/ 3. PROVIDE 12 GA. HANGER WIRES WITHIN 8"OF THE ENDS OF ALL MAIN AND CROSS RUNNERS OR (4)LOCATIONS. OF(4)LOCATIONS.SEE VINYL"DIVISION BAR'(DB) SEALANT-TYP.
<br /> ACOUSTICAL TILE AT ONE-FOURTH(1/4)OF THE LENGTH OF THE END TEE,WHICHEVER IS LESS AT THE PERIMETER DETAIL 12/AD.5 FOR
<br /> o OF THE CEILING AREA. COMPRESSION STRUT
<br /> E MIN. 3 TIGHT TURNS PROVIDE 12 GA VERTICAL WIRE TO SCHEDULE. E
<br /> 4. PROVIDE SUPPLEMENTARY SUPPORT MEMBERS AT OBSTRUCTIONS TO MAINTAIN HANGER ROOF FRAMING(12/AD.5)WITH TACKBOARD 0/GYPSUM FIBERGLASS REINFORCED GYPSUM BOARD
<br /> IN 1 1/2"MAX SPACING PROVIDE ADDITIONAL HANGERS,STRUTS OR BRACES AS REQUIRED AT ALL CEILING TURNBUCKLE-(1)PER BRACKET BOARD WHERE OCCURS - PLASTIC-TYP. UNDERLAYMENT
<br /> (
<br /> 7/8"WALL ANGLE W/#8X2" END RETAINING BREAKS,SOFFITS OR DISCONTINUOUS AREA. HANGER WIRES THAT ARE MORE THAN 1 IN 6 OUT SEE FINISH SCHEDULE
<br /> WD SCREW AT EACH SEISMIC CLIP OF PLUMB ARE TO HAVE COUNTER-SLOPING WIRES. AND(2)PER BRACKET- _
<br /> STUD WALL ANGLE-ALL 5. CEILING GRID MEMBERS SHALL BE ATTACHED TO TWO(2)ADJACENT WALLS PER ASTM E580. 12 GA 45 DEG. SPLAY WIRES
<br /> AROUND CEILING GRID MEMBERS SHOULD BE AT LEAST 3/4"FREE OF OTHER WALLS. IF WALLS RUN CONTINUOUS FLAT STRAP
<br /> POP RIVET DIAGONALLY TO CEILING GRID SYSTEM RUNNERS ONE END OF MAIN AND CROSS RUNNERS PROJECTOR MOUNT- PLAN VIEW BACKING AT TOP AND
<br /> PROVIDE CONTINUOUS 2X SHOULD BE FREE,AND A MINIMUM OF 3/4"CLEAR OF WALL. BOTTOM-SEE DETAIL VINYL"OUTSIDE CORNER"(OC)
<br /> FIXED END BLOCKING AT CEILING LINE- FREE END 7/AD.4 7 /ADA MOLDING
<br /> 6. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LESS THAN 2". -
<br /> TYPICAL 7. AT THE PERIMETER OF THE CEILING AREA WHERE MAIN OR CROSS RUNNERS ARE NOT VINYL"END CAP"(EC)
<br /> _SEE INTERIOR ELEVATIONS
<br /> SUSPENDED CEILING HANGER DETAILS CONNECTED TO ADJACENT WALL, PROVIDE INTERCONNECTION BETWEEN THE RUNNERS AT THE FOR MOUNTING HEIGHTS MOLDING
<br /> F INSTALL PER ESR 1308 FREE END TO PREVENT LATERAL SPREADING.A METAL STRUT OR A 16 GA.WIRE WITH A 12 GA VERT.WIRES AT EACH NOTE: FRP TO BE ADHERED TO GYP BOARD SEE F
<br /> POSITIVE MECHANICAL CONNECTION TO THE RUNNERS MAY BE USED.WHERE THE CORNER OF 2x2 GRID(FOUR SPECIFICATION SECTION 102623.16
<br /> COMPRESSION STRUT SCHEDULE PERPENDICULAR DISTANCE FROM THE WALL TO THE FIRST PARALLEL RUNNERS IS 12"OR LESS, TOTAL)-SEE DETAIL 12/AD.5 FOR
<br /> TYPE SIZE ALLOWABLE LENGTH NOTES: THIS INTERLOCK IS NOT REQUIRED. CONNECTIONS AT ROOF FRAMING
<br /> B-LINE CHANNEL B42 HGT.<70" 1.CRUSH EMT AT CONNECTION TO JOIST 8. PROVIDE LATERAL-FORCE BRACING ASSEMBLIES CONSISTING OF A COMPRESSION STRUT AND 6 MAR K E R B OAR D MOUNTING 2 F RP PANEL
<br /> - FOUR(4) 12 GA.SPLAYED BRACING WIRE ORIENTED 90 DEG. FROM EACH OTHER. COMPRESSION STRUT 1/8"0 STEEL SAFETY CABLE FOR
<br /> EMT 1/2"DIA. HGT.<48" 2.NOTCH EMT AT CONNECTION TO MAIN RUNNER SCALE: 3" = V-0" SCALE: 3" = V-0"
<br /> EMT 3/4"DIA. 48"<HGT.<62" 3.ATTACH COMPRESSION STRUT TO MAIN RUNNER 9. THE SPACING OF THE BRACING ASSEMBLIES MUST BE SHOWN ON THE CONSTRUCTION DISTANCE 7'-0"AND BEYOND FROM
<br /> EMT 1"DIA. 62"<HGT.<78" W/(2)#12 SDST WITHIN 2"OF CROSS RUNNER DOCUMENTS. (PROVIDE BRACING ASSEMBLIES AT LOCATIONS NOT MORE THAN ONE HALF(1/2) CABLE ATTACHMENT ABOVE(NOT
<br /> EMT 1 1/4"DIA. 78"<HGT.<102" 4.ATTACH COMP. STRUT TO ROOF/CLNG MEMBERS W/ THE CALCULATED SPACING IN EACH DIRECTION DIRECTION FROM EACH PERIMETER WALL AND APPLICABLE) WALL FRAMING GYPSUM BOARD
<br /> MTL. STUD 40OS137-43 HGT.<124" AT WOOD STRUCTURE:AT WOOD STRUCTURE: AT THE EDGES OF ANY CHANGE IN ELEVATION OF THE CEILING.)
<br /> - (2)#12x4-1/2"LONG WOOD SCREWS SUBSTANTIATING CALCULATIONS OF TEST REPORTS FOR THE BRACING ASSEMBLIES ARE SOUND BATTS FACE RECESS WITH
<br /> AT STEEL STRUCTURE: (2)#8X1/2"STS WAIVED IF THE FOLLOWING REQUIREMENTS ARE MET: (E)GYPSUM BOARD-SEE GYPSUM BOARD-ALL
<br /> G FINISH SCHEDULE AROUND G
<br /> 12 GA.BRACING WIRES A. BRACING ASSEMBLIES SPACED AT A MAXIMUM OF 12'BY 12'ON CENTERS FOR SCHOOL PROVIDE HEAD AND VINYL COVERED VINYL COVERED
<br /> SILL FRAMING TACKBOARD W/ TACKBOARD
<br /> 6"MIN. CLEARANCE BETWEEN W/MIN.4 TIGHT TURNS IN BUILDINGS - - - - - - - - - - - - -
<br /> WIRES AND UNBRACED PIPES OR 1-1/2"-BOTH ENDS-TYP. AND BY 8'BY 12'ON CENTERS FOR ESSENTIAL SERVICES BUILDINGS,AND FACTORY EDGE OR Consultants
<br /> DUCTS-TYP. TO MAIN RUNNER B.THE MAXIMUM SLENDERNESS RATIO(kL/R)OF THE COMPRESSION STRUT IS 200 OR LESS. FIELD WRAPPED VINYL
<br /> 0 0 0 +48"MAX. = EDGE COVERED
<br /> RIM
<br /> 9'-0"
<br /> COMPRESSION STRUT(SEE 10. THE SLOPE OF THESE WIRES SHOULD NOT EXCEED 45 DEG. FROM THE PLANE OF THE CEILING A.F.F.TO HANDLE PANEL SEAM INSIDE CORNER
<br /> STRUT SCHEDULE)- AND SHOULD BE TAUT WITHOUT CAUSING THE CEILING TO LIFT.SPLICES IN BRACING WIRES ARE i FIRE EXT:3A:40B-C,TYP.
<br /> COMPRESSION STRUTS SHALL NOT PERMITTED WITHOUT SPECIAL DSA APPROVAL. 'CHIEF'KIT BRACKETS EXTENSION COLUMN LOCATE AT (E)GYPSUM BOARD SEE
<br /> CENTER OF ADAPTER (5LB CAPACITY FIRE EXT.) FINISH SCHEDULE VINYL COVERED
<br /> NOT REPLACE HANGER WIRES 11, COMPRESSION STRUTS SHALL NOT BE MORE THAN 1 IN 6 OUT OF PLUMB. PLASTIC TRIM
<br /> 12. SUSPENDED ACOUSTICAL CEILING SYSTEMS WITH A CEILING AREA OF 144 SQUARE FEET OR 'CHIEF'KIT:SUSPENDED PROVIDE CLASS'K'FIRE EXT. SEMI-RECESSED FIRE
<br /> H LESS,AND FIRE RATED SUSPENDED ACOUSTICAL CEILING SYSTEMS WITH A CEILING AREA OF 96 CEILING KIT CMA450 SAFETY CABLE AT SERVER(10 LBS. CAP.) EXTINGUISHER CABINET-
<br /> SQUARE
<br /> SQUARE FEET OR LESS, SURROUNDED BY WALLS WHICH CONNECT DIRECTLY TO THE +27" JL INDUSTRIES#8137W10
<br /> STRUCTURE ABOVE OR WALLS INDEPENDENTLY BRACED ABOVE CEILING TO STRUCTURE ® __® _ PROJECTOR MOUNT PLAN
<br /> ABOVE, DO NOT REQUIRE BRACING ASSEMBLIES WHEN ATTACHED TO TWO AGJACENT WALLS. GYPSUM BOARD-SEE
<br /> 4"MAX. `
<br /> 13. PENETRATIONS THROUGH THE CEILING FOR SPRINKLER HEADS AND OTHER SIMILAR DEVICES PROJECTOR BY OWNER- - - - - 7'-6" MIN FACE RECESS WITH VINYL COVERED FINISH SCHEDULE
<br /> THAT ARE NOT INTEGRAL LY TIED TO THE CEILING SYSTEM IN A LATERAL DIRECTION SHALL MAXIMUM WT.CAPACITY 60 Ib. - - - GYPSUM BOARD-ALL PLASTIC TRIM ui
<br /> HAVE A TWO(2)INCH OVERSIZED RING,SLEEVE,OR ADAPTER THROUGH THE CEILING TILE TO AROUND VINYL COVERED
<br /> ALLOW FREE MOVEMENT OF ONE(1)INCH IN ALL HORIZONTAL DIRECTIONS.ALTERNATIVELY, NOTE: GYPSUM BOARD TACKBOARD
<br /> CROSS RUNNER SWING JOINTS MAYBE PROVIDED. THE CABINET SHALL BE ABLE TO
<br /> 14. FASTEN 12 GA. HANGER WIRES WITH NOT LESS THAN THREE(3)TIGHT TURNS. FASTEN 10 GA.OR FASTENER OPEN W/A MAX.OF 5lbs OF FORCE PANEL END OUTSIDE CORNER J
<br /> 12 GA.VERTICAL HANGE WIRES 12 GA.BRACING WIRES WITH FOUR(4)TIGHT TURNS.MAKE ALL TURNS WITHIN 1 1/2". HANGER 2#8 x 21/2"WOOD SCREWS AND NOT REQ.2 HANDS OR TIGHT O
<br /> 2"MAX. FROM BRACING OR BRACING WIRE ANCHORS TO THE STRUCTURE SHOULD BE INSTALLED IN SUCH A MANNER PROJECTOR MOUNT-SECTION VIEW AT TOP AND BOTTOM INTO GRASPING, PUNCHING OR TWISTING
<br /> AT 48"O.C.AT MAIN RUNNERS WIRES TO COMPRESSION THAT THE DIRECTION OF THE ANCHOR ALIGNS AS CLOSELY AS POSSIBLE WITH THE DIRECTION HEAD AND SILL SECTION OF THE WRIST NOTE:SPECIFICATION
<br /> TO BE ADHERED TO GYP BOARD I O Z
<br /> AND WITHIN 8"OF ANY WALL OR SEE SPECIFICATION 097200
<br /> SUPPORT-MIN.3 TIGHT TURNS IN STRUT AND CROSS RUNNER OF THE WIRE.
<br /> 1-1/2"BOTH ENDS-TYP. MAIN RUNNER NOTE:WIRE TURNS MADE BY MACHINE WHERE BOTHSTRANDS HAVE BEEN DEFORMED OR BENT Q
<br /> IN WRAPPING CAN WAIVE THE 1 1/2"REQUIREMENT, BUT THE NUMBER OF TURNS SHOULD BE g CEILING PROJECTOR MOUNT 7 FIRE EXTINGUISHER 3 TACKBOARD v CD
<br /> SUSPENDED CEILING BRACING ASSEMBLY MAINTAINED,AND AS TIGHT AS POSSIBLE.
<br /> 15. SEPERATE ALL CEILING HANGER AND BRACING WIRES AT LEAST SIX(6)INCHES FROM ALL SCALE: 1 1/2" = V-0" SCALE: 1" = V-0" SCALE. 3' - 1 -0 U) � M
<br /> NOTE: UNBRACED DUCTS, PIPES,CONDUIT, ETC. M
<br /> 1. PROVIDE BRACING FOR EACH 12'X12'OR 144 S.F.AREA MAX. &6'-0"MAX. FROM WALLS.BRACING WIRES TO SOFFIT FRAMING SEE PLYWOOD SHEATHING LO
<br /> BE 45 DEG.MAX.VERTICAL ANGLE FROM HORIZONTAL PLANE W/4 TURNS MIN. IN 1 1/2"MAX. IF 45 DEG. SPLAY 16. ATTACH ALL LIGHT FIXTURES AND AIR TERMINALS TO THE CEILING GRID RUNNERS TO RESIST A END WALL CORNER m Q _U
<br /> WIRE REACHES WALL BEFORE ROOF,ATTACH W/1/4"DIA WOOD SCREWS TO WALL STUD. FOR CONTINUATION OF HORIZONTAL FORCE EQUAL TO THE WEIGHT OF THE FIXTURES W/MIN. (2)#8 SCREWS. STRUCTURAL DRAWINGS SEE STRUCTURAL VERIFY W/STRUCTURAL _
<br /> J I - _DRAWINGS U
<br /> Q HANGER AND SPLAY WIRES TO FRAMING -SEE WIRE AND STRUT CONNECTION TO WOOD DETAILS 17. FLUSH OR RECESSED LIGHT FIXTURES,WEIGHING LESS THAN 56 LBS.AND MECHANICAL WALL FRAMING SEEI Q
<br /> U TERMINALS AND SERVICES,WEIGHING LESS THAN 20 LBS. ,MAY BE SUPPORTED DIRECTLY ON STRUCTURAL DRAWINGS FRAMING-VERIFY W/ U
<br /> J THE RUNNERS OF A HEAVY DUTY GRID SYSTEM BUT IN ADDITION THEY MUST HAVE A MINIMUM �' ACOUSTICAL WALL STRUCTURAL _ J W J
<br /> LU
<br /> OF TWO(2)12 GA.SLACK SAFETY WIRES ATTACHED TO THE FIXTURE AT DIAGONAL CORNERS - - PANELS W.O.- - O ~ O
<br /> PROTECTIVE CAGE AND ANCHORED TO THE STRUCTURE ABOVE.ALL 4'X 4'LIGHT FIXTURES MUST HAVE SLACK IL - - #16 X 1 1/4"WD SCREW- Z O
<br /> SAFETY WIRES AT EACH CORNER. (4)MIN. PER SIDE)-LOCATE _ Z a Q =
<br /> SPEAKER W/BRACKET BY MFG. ALL FLUSH OR RECESSED LIGHT FIXTURES WEIGHING 56 LBS.OR MORE AND MECHANICAL I� I I I PER MFR SPECIFICATIONSLU
<br /> li
<br /> J PROVIDE(3)#14 SMS PER BRACKET AT TERMINALS ANS SERVICES,WEIGHING 20 LBS. OR MORE,MUT BE INDEPENDENTLY SUPPORTED ; I� � - - - - - - -
<br /> 11 1/2 (n
<br /> TOP BOTTOM AND MIDDLE HOLES BY NOT LESS THAN FOUR(4)TAUT 12 GA.WIRES, EACH ATTACHED TO THE FIXTURE AND TO THE - - o 30"x36"ACCESS �� > a0 LU
<br /> STRUCTURE ABOVE. �� - I HATCH INTERIOR Z
<br /> LL
<br /> Z THE FOUR(4)TAUT 12 GA.WIRES, INCLUDING THEIR ATTACHMENT TO THE STRUCTURE ABOVE, �� 5/8"GYPSUM BOARD MOUNTING FLANGE T Z Z
<br /> LU MUST BE CAPABLE OF SUPPORTING FOUR(4)TIMES THE WEIGHT OF THE UNIT. _ J i F-
<br /> 18.
<br /> UI 18. SUPPORT SURFACE MOUNTED LIGHT FIXTURES BY AT LEAST TWO POSITIVE DEVICE WHICH Cl)
<br /> SURROUND THE CEILING RUNNER AND WHICH ARE EACH SUPPORTED FROM THE STRUCTURE *CORNER GUARDSU J
<br /> O SUSPENDED ACOUSTICAL K 300
<br /> Q LU
<br /> Z K ABOVE BY A 12 GA.WIRE.SPRING CLIPS OR CLAMPS THAT CONNECT ONLY TO THE RUNNER ARE CEILING SYSTEM-SEE TACKBOARD 0/GYPSUM FRAMING VARIES o I Q
<br /> p GYPSUM BOARD-SEE NOT ACCEPTABLE. METAL STUD BLOCKING W
<br /> FINISH SCHEDULE PROVIDE ADDITIONAL SUPPORTS WHEN LIGHT FIXTURES ARE 8'OR LONGER. MAXIMUM SPACING DETAIL 12/AD.5 I BOARD(WHERE OCCURS) Q W
<br /> SEE FINISH SCHEDULE Z �
<br /> m BETWEEN SUPPORTS SHAL NOT EXCEED 8'. STAGE CURTAIN TRACK
<br /> 4"x16 GA.TRACK BACKING #10 S.T.S.-LOCATE PER CONTINUOUS BEAD OF
<br /> LU AT TOP, BOTTOM,AND GYP BOARD-(4)SIDES MFR.SPECIFICATIONS SEALANT
<br /> O - - - - - - - l Project Number 1838
<br /> 24"O.C. INTERMEDIATE - - J
<br /> a SEE DETAIL 7B/AD.7 PROJECTION SCREEN HOUSING-TO
<br /> 12'-0"OR STUDS W/(2)#10 S.T.S.@ 16"O.C. � AMER*CORNCAN FLOOR PRODUCTS CG-2143 LUNAR CORNER GUARD,ER GUARDS: NOTE: Date MAY 2019
<br /> 16'-0" PROJECTION SCREEN -I 1 STAGE HEAD 20"X30"ACCESS HATCH INTERIOR 2 1/2"WING, 16 GA STAINLESS STEEL TYPE 304 CORNER GUARD 1. BOTTOM OF CORNER Drawn by RS
<br /> DETAIL
<br /> SEE ELEV. W/1/8"RADIUS.48"TALL W/3 PRE-DRILLED BEVELED HOLES AND GUARDS TO BE ALIGNED
<br /> J CONTINUOUS PLYWOOD FURRING AD.6 5/8"GYPSUM BOARD PHILLIPS HEAD S.S. SCREWS EA. LEG.NO-4 SATIN FINISH WITH TOP OF WALL BASE. Checked by JG
<br /> � L @ L
<br /> BOXED BEAM-SEE S9-2.1 MOUNTING FLANGE
<br /> 1
<br /> _j
<br /> 13 SPEAKER WALL MOUNT 12 SUSP. ACOUSTICAL CEILING 10 STAGE HEAD DETAIL 8 ACCESS HATCH 4 CORNER GUARDS
<br /> 0
<br /> AD . 5
<br /> U SCALE: 3" = V-0" SCALE: 3" = V-0" SCALE: 1 1/2" = V-0" SCALE: 1 1/2" = V-0" SCALE: 3" = V-0" Plot Date&Time 4/9/2020 3:58:07 PM
<br /> 15 1 14 13 12 11 10 9 1 8 7 6 1 5 4 3 2 1
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