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15 14 13 12 11 10 9 8 7 6 5 4 3 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 /> MTL. STRUCTURE CEILING ADAPTER CMA450 HEAVY DUTY INCLUDES: PLYWOOD BACKER
<br /> 2-#8x1/2"SELF (FLOAT FLOOR MIN.OF 3') FLOORING 2'x2'PLATE W/FLANGES(PAN),SAFETY CABLE WHERE OCCURS DEPTH DOOR OR A
<br /> A 2-#8x1/2"SELF TAPPING AS NEEDED TO FLUSH OUT
<br /> SCREWS TAPPING SCRES °, (4)ADAPTER PLATE BRACKETS MIRROR W/TILE WINDOW FRAME
<br /> (ABOVE CEILING SUSPENSION CEILING)
<br /> 3/4"x 3"x12GA. STEEL 16 GA.-4x1-1/2x7 NOTE'
<br /> ANGLE GYPSUM BOARD
<br /> STRAP(MIN.) (Ai RESILIENT FLOOR OR EPDXY @ CARPET(FLUSH) DO TILE @ RESILIENT FLOORING 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
<br /> SEALED UTILIZING
<br /> TIGHT TURNS IN 1 1/2" TAPPING SCREWS CERAMIC TILE FLOORING MIRROR JAMB 1 HEAD STAINLESS STEEL APPROVED SEALANT
<br /> COLUMN ACCESSORIES CMA274-COLUMN CABLE COVERS END CAP TRIM
<br /> 12 GA HANGER WIRE W/(3)TIGHT 2-1/2"x20GA. "BENGARD"CM2100 TILE FLUSH STAINLESS STEEL INSIDE
<br /> TURNS IN 1 1/2"AT 48"O.C. MAX. COMPRESSION EDGE(COORDINATE CORNER TRIM
<br /> STRUT AT 12' DEPTH W/TILE ASSEMBLY) CARPET-SEE ROOM PROJECTOR MOUNT CHIEF: RPA 000 BLACK
<br /> 1:6 MAX. FOR TYPICAL HANGER WIRE O.C. EA.WAY _ FINISH SCHEDULE
<br /> CARPET SEE ROOM SEE INT.
<br /> B 45 DEG.MAX. FROM HORIZ. FOR SPLAY BRACING& FINISH SCHEDULE �� I ELEV. STAINLESS STEEL SEAM TRIM SEALANT-TYP. B
<br /> FOR SLACK BRACING OF FIXTURES AND REGISTERS
<br /> CERAMIC TILE 0/BACKER
<br /> WIRE ATTACHMENT COMP. STRUT © TILE @ CARPET © CARPET @ CARPET(FLUSH) I BOARD SEE FINISH
<br /> "BURKE 175 CARPET CARPET-SEE ROOM I SCHEDULE STAINLESS STEEL PANEL PLYWOOD UNDERLAYMENT
<br /> WIRE AND STRUT CONNECTION TO STEEL DETAIL RAMP" GLUE DOWN FINISH SCHEDULE "MERCER"GLUE RESILIENT 'CHIEF'KIT:SUSPENDED CEILING
<br /> REDUCER DOWN REDUCER FLOORING I KIT CMA450- I +40"
<br /> BOTTOM OF LVL OR RAFTER CONCRETE CONCRETE PLACE IN 24"X 48"CEILING GRID I B.O. MIRROR
<br /> 1/4"DIA.SCREW EYE W/ ° ° a a a - =1 4z 4z
<br /> STAINLESS STEEL OUTSIDE
<br /> FULL THREAD EMBEDMENT(1 1/2"MIN.
<br /> °
<br /> 14"TYP. SEAL JOINT CORNER TRIM architects
<br /> M PENETRATION) _
<br /> C ALIGN WITH BRACING WIRE � EQ �D CONCRETE @ CARPET �E CONCRETE @ RESILIENT FLOORING MIRROR SILL STAINLESS STEEL C
<br /> o TIMOTHY P. HUFF &
<br /> TYP. BRACING WIRE W/(4)TIGHT z w 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" CLG. RUNNERS, ASSOCIATES, INC.
<br /> w/#8x1/2"SELF- Timothy P. Huff, AIA Architect
<br /> FOR BRACING WIRES, FULLY 11 FLOOR TRANSITIONS TAPPING TEKS 5 MIRROR FURRING 1 STAINLESS STEEL WAINSCOT 519 McHenry Ave., Modesto, CA 95354
<br /> EMBED SCREW EYE SHANK IN SCALE: 6" = V-0" SCREWS,ONE AT SCALE: 1 : 1 SCALE: 3" = V-0" Ph: (209)571-2232 Fax: (209)571-1936
<br /> DIRECTION OF WIRE EACH CORNER
<br /> 1:6 MAX. FOR TYPICAL HANGER CENTERLINE - - - _ _ _
<br /> WIRE 45 DEG. MAX. FROM HORIZ. COMPRESSION STRUT WHERE zo SCREEN SSD ARC
<br /> FOR SPLAY BRACING&FOR SLACK OCCURS, (SEE STRUT SCHEDULE) Q ��,��N� PqU4
<br /> BRACING OF FIXTURES& 12 GA. HANGER WIRE W/(3)TIGHT , SECTION
<br /> REGISTERS TURNS IN 1 1/2"AT 48"O.C. EA WAY w DOOR OR
<br /> FRAMEWINDOD * NREN.15/217
<br /> D RAFTER RAFTER - NOTE: 9
<br /> WIRE AND STRUT CONNECTION TO WOOD DETAIL M"0.C. MAX.W ANCHOR CLIP AT
<br /> 24 O.C. MAX.W/#12X2 21/2 S.M.S SEALANT-TYP. ALL JOINTS ARE TO BE F
<br /> SUSPENDED ACOUSTICAL CEILING NOTES INTO CONT. FLAT STRAP-TOP AND = SEALED UTILIZING FRP OF CA�-��
<br /> 8"MAX.OR 1/4"OF LENGTH OF THE - - BOTTOM VINYL"END CAP" MANUF.APPROVED
<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 (EC)MOLDING
<br /> CHIEF'KIT BRACKETS- SEALANT Copyright 2019-Timothy P. Huff&Associates
<br /> 12 GA. HANGER WIRE 4 SOFT ANNEALED,GALVANIZED STEEL WIRE WITH A CLASS 1 COATING. I ATTACH TO PAN w/(2)#10-24 PAN I COMPRESSION STRUT, VINYL"INSIDE CORNER
<br /> 3/ 2. 12 GA. (MIN.)HANGER WIRES MAY BE USED FOR UP TO AND INCLUDING 4'-0"X 4'0"GRID SPACING HEAD S.M.S.AND NUTS, (1)BRACKET (IC)MOLDING
<br /> MAIN RUNNER OR
<br /> CLR. AND SHALL BE ATTACHED TO MAIN RUNNERS.SPLICES WILL NOT BE PERMITTED IN ANY HANGER AT EA.CORNER OF PAN-TOTAL OF I (OF(4)LOCATIONS.1)EA.BRACKET,TOTAL MARKERBOARD
<br /> CROSS RUNNER W/ WIRES UNLESS SPECIFICALLY APPROVED BY DSA/ORS. (4)LOCATIONS. DETAIL 12/AD.5 FOR
<br /> ACOUSTICAL TILE 3. PROVIDE 12 GA. HANGER WIRES WITHIN 8"OF THE ENDS OF ALL MAIN AND CROSS RUNNERS OR COMPRESSION STRUT VINYL"DIVISION BAR"(DB) SEALANT-TYP.
<br /> E r o AT ONE-FOURTH(1/4)OF THE LENGTH OF THE END TEE,WHICHEVER IS LESS AT THE PERIMETER PROVIDE 12 GA VERTICAL WIRE TO SCHEDULE. E
<br /> I II III III III III 0/GYPSUM
<br /> MIN.3 TIGHT TURNS PR THE CEILING AREA. TURNBUCKLE (1)PER BRACKET BOARD(WHERE OF FRAMING(12/AD.5)WITH
<br /> TACKBOAOCCURS)- FIBERGLASS REINFORCED GYPSUM BOARD
<br /> IN 1 1/2"MAX 4. PROVIDE TRAPEZE OR OTHER SUPPLEMENTARY SUPPORT MEMBERS AT OBSTRUCTIONS TO
<br /> MAINTAIN HANGER SPACING PROVIDE ADDITIONAL HANGERS,STRUTS OR BRACES AS REQUIRED SEE FINISH SCHEDULE PLASTIC-TYP. UNDERLAYMENT
<br /> POP RIVET END RETAINING AT ALL CEILING BREAKS,SOFFITS OR DISCONTINUOUS AREA. HANGER WIRES THAT ARE MORE AND(2)PER BRACKET
<br /> WALL ANGLE W/#8X2"WD SEISMIC CLIP THAN 1 IN 6 OUT OF PLUMB ARE TO HAVE COUNTER-SLOPING WIRES. 12 GA 45 DEG. SPLAY WIRES CONTINUOUS FLAT STRAP
<br /> 1/2 . SCREW AT EACH STUD WALL ANGLE ALL 5. CEILING GRID MEMBERS SHALL BE ATTACHED TO TWO(2)ADJACENT WALLS PER ASTM E580. PROJECTOR MOUNT- PLAN VIEW BACKING AT TOP AND
<br /> MI AROUND CEILING GRID MEMBERS SHOULD BE AT LEAST 3/4"FREE OF OTHER WALLS. IF WALLS RUN
<br /> PROVIDE CONTINUOUS 2X BOTTOM-SEE DETAIL 7 AD.4
<br /> FIXED END BLOCKING AT CEILING LINE FREE END DIAGONALLY TO CEILING GRID SYSTEM RUNNERS ONE END OF MAIN AND CROSS RUNNERS 7/AD.4 VINYL"OUTSIDE CORNER"(OC)
<br /> TYPICAL SHOULD BE FREE,AND A MINIMUM OF 3/4"CLEAR OF WALL. MOLDING
<br /> 6. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LESS THAN 2". _L�=�__SEE INTERIOR ELEVATIONS
<br /> SUSPENDED CEILING HANGER DETAILS 7. AT THE PERIMETER OF THE CEILING AREA WHERE MAIN OR CROSS RUNNERS ARE NOT FOR MOUNTING HEIGHTS VINYL"END CAP"(EC)
<br /> F CONNECTED TO ADJACENT WALL, PROVIDE INTERCONNECTION BETWEEN THE RUNNERS AT THE 12 GA VERT.WIRES AT EACH NOTE: FRP TO BE ADHERED TO GYP BOARD SEE MOLDING F
<br /> FREE END TO PREVENT LATERAL SPREADING.A METAL STRUT ORA 16 GA.WIRE WITH A CORNER OF 2x2 GRID(FOUR SPECIFICATION FOR REQUIREMENTS
<br /> COMPRESSION STRUT SCHEDULE POSITIVE MECHANICAL CONNECTION TO THE RUNNERS MAY BE USED.WHERE THE TOTAL)-SEE DETAIL 12/AD.5 FOR
<br /> PERPENDICULAR DISTANCE FROM THE WALL TO THE FIRST PARALLEL RUNNERS IS 12"OR LESS, CONNECTIONS AT ROOF FRAMING 6 MAR K E R B OAR D MOUNTING 2 FRP PANEL
<br /> TYPE SIZE ALLOWABLE LENGTH NOTES: THIS INTERLOCK IS NOT REQUIRED.
<br /> B LINE CHANNEL B42 HGT.<70" 1.CRUSH EMT AT CONNECTION TO JOIST COMPRESSION STRUT 1/8"0 STEEL SAFETY CABLE FOR
<br /> EMT 1/2"DIA. HGT.<48" 2. NOTCH EMT AT CONNECTION TO MAIN RUNNER 8• PROVIDE LATERAL-FORCE BRACING ASSEMBLIES CONSISTING OF A COMPRESSION STRUT AND DISTANCE 7'-0"AND BEYOND SCALE: 3" = 1'-0" SCALE: 3" = 1'-0"
<br /> EMT 3/4"DIA. 48"<HGT.<62" 3.ATTACH COMPRESSION STRUT TO MAIN RUNNER FOUR(4) 12 GA. SPLAYED BRACING WIRE ORIENTED 90 DEG. FROM EACH OTHER.
<br /> 9. THE SPACING OF THE BRACING ASSEMBLIES MUST BE SHOWN ON THE CONSTRUCTION FROM CABLE ATTACHMENT ABOVE
<br /> EMT 1"DIA. 62"<HGT.<78" W/(2)AC COMIDST WITHIN 2"OF CROSS RUNNER DOCUMENTS. (PROVIDE BRACING ASSEMBLIES AT LOCATIONS NOT MORE THAN ONE HALF 1/2 (NOT APPLICABLE) WALL FRAMING GYPSUM BOARD
<br /> EMT 1 1/4"DIA. 78"<HGT.<102" 4.ATTACH COMP.STRUT TO ROOF/CLNG MEMBERS W/ ( ) SOUND BATTS
<br /> AT WOOD STRUCTURE:AT WOOD STRUCTURE: THE CALCULATED SPACING IN EACH DIRECTION DIRECTION FROM EACH PERIMETER WALL AND FACE RECESS WITH
<br /> MTL. STUD 400S137 43 HGT.<124" (2)#12x4-1/2"LONG WOOD SCREWS AT THE EDGES OF ANY CHANGE IN ELEVATION OF THE CEILING.) (E)GYPSUM BOARD-SEE GYPSUM BOARD-ALL
<br /> G AT STEEL STRUCTURE: (2)#8X1/2"STS SUBSTANTIATING CALCULATIONS OF TEST REPORTS FOR THE BRACING ASSEMBLIES ARE FINISH SCHEDULE AROUND G
<br /> WAIVED IF THE FOLLOWING REQUIREMENTS ARE MET:
<br /> 12 GA. BRACING WIRES PROVIDE HEAD AND VINYL COVERED VINYL COVERED
<br /> W/MIN.4 TIGHT TURNS IN A.BRACING ASSEMBLIES SPACED AT A MAXIMUM OF 12'BY 12'ON CENTERS FOR SCHOOL SILL FRAMING TACKBOARD W/ TACKBOARD
<br /> 6"MIN. CLEARANCE BETWEEN FACTORY EDGE OR Consultants
<br /> WIRES AND UNBRACED PIPES OR 1 1/2" BOTH ENDS TYP. BUILDINGS VINYL
<br /> FIELD WRAPPED
<br /> DUCTS-TYP. TO MAIN RUNNER AND BY 8'BY 12'ON CENTERS FOR ESSENTIAL SERVICES BUILDINGS,AND EDGE COVERED
<br /> B.THE MAXIMUM SLENDERNESS RATIO(kL/R)OF THE COMPRESSION STRUT IS 200 OR LESS. o 0 0 0 0 9,-0„ +48"MAX. = PLASTIC TRIM
<br /> COMPRESSION STRUT(SEE - A.F.F.TO HANDLE PANEL SEAM INSIDE CORNER
<br /> STRUT SCHEDULE)- 10. THE SLOPE OF THESE WIRES SHOULD NOT EXCEED 45 DEG. FROM THE PLANE OF THE CEILING 'CHIEF'KIT BRACKETS EXTENSION COLUMN LOCATE AT FIRE EXT:3A:40B:C,TYP. (E)GYPSUM BOARD-SEE
<br /> COMPRESSION STRUTS SHALL AND SHOULD BE TAUT WITHOUT CAUSING THE CEILING TO LIFT.SPLICES IN BRACING WIRES ARE CENTER OF ADAPTER (5LB CAPACITY FIRE EXT.) FINISH SCHEDULE VINYL COVERED
<br /> NOT REPLACE HANGER WIRES NOT PERMITTED WITHOUT SPECIAL DSA APPROVAL. PROVIDE CLASS'K'FIRE EXT. PLASTIC TRIM
<br /> O 'CHIEF'KIT:SUSPENDED SEMI-RECESSED FIRE O
<br /> H 11. COMPRESSION STRUTS SHALL NOT BE MORE THAN 1 IN 6 OUT OF PLUMB. AT SERVING H
<br /> CEILING KIT CMA450 SAFETY CABLE EXTINGUISHER CABINET-
<br /> 12. SUSPENDED ACOUSTICAL CEILING SYSTEMS WITH A CEILING AREA OF 144 SQUARE FEET OR +27" JL INDUSTRIES#8137W10
<br /> LESS,AND FIRE RATED SUSPENDED ACOUSTICAL CEILING SYSTEMS WITH A CEILING AREA OF 96 o PROJECTOR MOUNT -
<br /> SQUARE FEET OR LESS,SURROUNDED BY WALLS WHICH CONNECT DIRECTLY TO THE PLAN GYPSUM BOARD-SEE
<br /> \ STRUCTURE ABOVE OR WALLS INDEPENDENTLY BRACED ABOVE CEILING TO STRUCTURE 4"MAX.
<br /> ABOVE,DO NOT REQUIRE BRACING ASSEMBLIES WHEN ATTACHED TO TWO AGJACENT WALLS. PROJECTOR BY OWNER 7'-6" MIN. FACE RECESS WITH VINYL COVERED FINISH SCHEDULE
<br /> \ MAXIMUM WT. CAPACITY 60 Ib. - GYPSUM BOARD-ALL PLASTIC TRIM
<br /> 13. PENETRATIONS THROUGH THE CEILING FOR SPRINKLER HEADS AND OTHER SIMILAR DEVICES VINYL COVERED
<br /> �� THAT ARE NOT INTEGRAL LY TIED TO THE CEILING SYSTEM IN A LATERAL DIRECTION SHALL AROUND NOTE: GYPSUM BOARD TACKBOARD _
<br /> HAVE A TWO(2)INCH OVERSIZED RING,SLEEVE,OR ADAPTER THROUGH THE CEILING TILE TO ■
<br /> CROSS RUNNEF' J \\ ALLOW FREE MOVEMENT OF ONE(1)INCH IN ALL HORIZONTAL DIRECTIONS.ALTERNATIVELY, THE CABINET SHALL BE ABLE TO Q
<br /> SWING JOINTS MAY BE PROVIDED. FASTENER OPEN W/A MAX.OF 51bs OF FORCE PANEL END OUTSIDE CORNER
<br /> 2#8 x 21/2"WOOD SCREWS AND NOT REQ.2 HANDS OR TIGHT -- J
<br /> 12 GA.VERTICAL HANGE WIRES 14. FASTEN 12 GA. HANGER WIRES WITH NOT LESS THAN THREE(3)TIGHT TURNS. FASTEN 10 GA.OR PROJECTOR MOUNT-SECTION VIEW LU
<br /> AT TOP AND BOTTOM INTO GRASPING, PUNCHING OR TWISTING
<br /> AT 48"O.C.AT MAIN RUNNERS 2"MAX. FROM BRACING 12 GA. BRACING WIRES WITH FOUR(4)TIGHT TURNS. MAKE ALL TURNS WITHIN 1 1/2". HANGER HEAD AND SILL SECTION OF THE WRIST NOTE:TACKBOARD TO BE ADHERED TO GYP BOARD- I J M
<br /> AND WITHIN 8"OF ANY WALL OR WIRES TO COMPRESSION OR BRACING WIRE ANCHORS TO THE STRUCTURE SHOULD BE INSTALLED IN SUCH A MANNER SEE SPECIFICATION FOR REQUIREMENTS
<br /> SUPPORT-MIN.3 TIGHT TURNS IN STRUT AND CROSS RUNNER THAT THE DIRECTION OF THE ANCHOR ALIGNS AS CLOSELY AS POSSIBLE WITH THE DIRECTION o
<br /> 1-1/2"BOTH ENDS TYP. MAIN RUNNER OF THE WIRE. CO
<br /> NOTE:WIRE TURNS MADE BY MACHINE WHERE BOTHSTRANDS HAVE BEEN DEFORMED OR BENT g CEILING PROJECTOR MOUNT 7 FIRE EXTINGUISHER 3 TACKBOARD o w CO
<br /> SUSPENDED CEILING BRACING ASSEMBLY IN WRAPPING CAN WAIVE THE 1 1/2"REQUIREMENT,BUT THE NUMBER OF TURNS SHOULD BE SCALE: 1 1/2" = V-0" SCALE: 1" = V-0" SCALE: 3" = V-0" Z rn
<br /> MAINTAINED,AND AS TIGHT AS POSSIBLE. Q
<br /> 1.NOTE:ROVIDE BRACING FOR EACH 12'X12'OR 144 S.F.AREA MAX.&6'0"MAX. FROM WALLS. BRACING WIRES TO 15. SEPERATE ALL CEILING HANGER AND BRACING WIRES AT LEAST SIX(6)INCHES FROM ALL SOFFIT FRAMING-SEE PLYWOOD SHEATHING Q O U
<br /> }' UNBRACED DUCTS, PIPES,CONDUIT, ETC. STRUCTURAL DRAWINGS SEE STRUCTURAL END WALL CORNER U
<br /> BE 45 DEG. MAX.VERTICAL ANGLE FROM HORIZONTAL PLANE W/4 TURNS MIN. IN 1 1/2"MAX. IF 45 DEG.SPLAY I! DRAWINGS - a.
<br /> -
<br /> J WIRE REACHES WALL BEFORE ROOF,ATTACH W/1/4"DIA WOOD SCREWS TO WALL STUD. FOR CONTINUATION OF 16. ATTACH ALL LIGHT FIXTURES AND AIR TERMINALS TO THE CEILING GRID RUNNERS TO RESIST A WALL FRAMING SEE T W
<br /> U HANGER AND SPLAY WIRES TO FRAMING SEE WIRE AND STRUT CONNECTION TO WOOD DETAILS HORIZONTAL FORCE EQUAL TO THE WEIGHT OF THE FIXTURES W/MIN.(2)#8 SCREWS. Z U)
<br /> STRUCTURAL DRAWINGS
<br /> O J 17. FLUSH OR RECESSED LIGHT FIXTURES,WEIGHING LESS THAN 56 LBS.AND MECHANICAL i ACOUSTICAL WALL J Q = Q J
<br /> J
<br /> _ TERMINALS AND SERVICES WEIGHING LESS THAN 20 LBS. MAY BE SUPPORTED DIRECTLY ON
<br /> PANELS W.O.
<br /> (n � l � THE RUNNERS OF A HEAVY DUTY GRID SYSTEM BUT IN ADDITION THEY MUST HAVE A MINIMUM
<br /> a o
<br /> PROTECTIVE CAGE
<br /> � OF TWO(2) 12 GA. SLACK SAFETY WIRES ATTACHED TO THE FIXTURE AT DIAGONAL CORNERS � � i � � LU O Cl)
<br /> AND ANCHORED TO THE STRUCTURE ABOVE.ALL 4'X 4'LIGHT FIXTURES MUST HAVE SLACK _ _ _ _ _ _ _ _ _ U W
<br /> Of SPEAKER W/BRACKET BY MFG. SAFETY WIRES AT EACH CORNER. I 11 1/2" �p _
<br /> _ PROVIDE(3)#14 SMS PER BRACKET AT ALL FLUSH OR RECESSED LIGHT FIXTURES WEIGHING 56 LBS.OR MORE AND MECHANICAL I _ _ o METAL STUD BLOCKING J 0 V_)
<br /> ca TOP BOTTOM AND MIDDLE HOLES TERMINALS ANS SERVICES,WEIGHING 20 LBS.OR MORE, MUT BE INDEPENDENTLY SUPPORTED - W LU H W Z_
<br /> � BY NOT LESS THAN FOUR(4)TAUT 12 GA.WIRES, EACH ATTACHED TO THE FIXTURE AND TO THE Q LL
<br /> a STRUCTURE ABOVE. - #10 S.T.S.-LOCATE PER _ z
<br /> THE FOUR(4)TAUT 12 GA.WIRES, INCLUDING THEIR ATTACHMENT TO THE STRUCTURE ABOVE, MFR.SPECIFICATIONS
<br /> MUST BE CAPABLE OF SUPPORTING FOUR(4)TIMES THE WEIGHT OF THE UNIT. *CORNER GUARDS U J
<br /> (� SUSPENDED ACOUSTICAL o
<br /> Z K 18. SUPPORT SURFACE MOUNTED LIGHT FIXTURES BY AT LEAST TWO POSITIVE DEVICE WHICH CEILING SYSTEM-SEE K O Z W Q
<br /> SURROUND THE CEILING RUNNER AND WHICH ARE EACH SUPPORTED FROM THE STRUCTURE TACKBOARD 0/GYPSUM FRAMING VARIES
<br /> GYPSUM BOARD-SEE DETAIL 12/AD.5 BOARD WHERE OCCURS LU L Z ~
<br /> ABOVE BY A 12 GA.WIRE.SPRING CLIPS OR CLAMPS THAT CONNECT ONLY TO THE RUNNER ARE 20 X30 ACCESS HATCH INTERIOR ( ) o
<br /> FINISH SCHEDULE STAGE CURTAIN TRACK SEE FINISH SCHEDULE 0 Z C-0
<br /> � �
<br /> NOT ACCEPTABLE. I 5/8"GYPSUM BOARD
<br /> m 4"x16 GA.TRACK BACKING PROVIDE ADDITIONAL SUPPORTS WHEN LIGHT FIXTURES ARE 8'OR LONGER. MAXIMUM SPACING CONTINUOUS BEAD OF
<br /> AT TOP, BOTTOM,AND BETWEEN SUPPORTS SHAL NOT EXCEED 8'. GYP BOARD-(4)SIDES _ _ _ _ + _ _ _ _ MOUNTING FLANGE SEALANT
<br /> 24"O.C. INTERMEDIATE I Project Number 1839
<br /> O PROJECTION SCREEN HOUSING-TO
<br /> SEE DETAIL 7B/AD.7 STUDS W/ 2 #10 S.T.S. 16"O.C.
<br /> Of ( ) @ CORNER GUARDS: NOTE: Date MAY 2019
<br /> � 12'-0"OR _I 1 STAGE HEAD AMERICAN FLOOR PRODUCTS CG-2143 LUNAR CORNER GUARD,
<br /> d 16'-0" PROJECTION SCREEN Drawn by RS
<br /> AD.6 DETAIL 2 1/2"WING, 16 GA STAINLESS STEEL TYPE 304 CORNER GUARD 1. BOTTOM OF CORNER
<br /> J SEE ELEV. CONTINUOUS PLYWOOD FURRING W/1/8"RADIUS. HGT. PER INTERIOR ELEVATION W/3 PRE-DRILLED GUARDS TO BE ALIGNED Checked by JG
<br /> D L _ BEVELED HOLES AND PHILLIPS HEAD S.S.SCREWS @ EA. LEG. NO-4 WITH TOP OF WALL BASE. L
<br /> BOXED BEAM SEE S9 2.1 SATIN FINISH
<br /> CIO
<br /> _j
<br /> 13 SPEAKER WALL MOUNT 12 ACOUSTICAL CEILING SYSTE 10 PROJ . SCREEN MOUNTING 8 ACCESS HATCH 4 CORNER GUARDS
<br /> AD . 5
<br /> U SCALE: 3" = V-0" SCALE: 3" = V-0" SCALE: 1 1/2" = V-0" SCALE: 1 1/2" = 1'-0" SCALE: 3" = V-0" Plot Date&Time 4/9/2020 10:02:06 AM
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