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Home My WebLink AboutA12.3 Ceiling & Lighting Details�Z 461 FROM ROAD ACTUAL HOUSING VARIES 8 GA, HANGER WIRE @ 48" D9mm 21] O.L. w NJ 07652 �0 PARAMUS ` 3 AMONG TROUGH LIGHT FIXTURE TYPES, REFER M WWW.S RGAR �< wwwsAROAReH.coM TO SHOP DRAWINGS 1/2' [I3rrrn] CARRY CHANNEL @ 4'-01 112141 O.C. i :E AOPSJ81N0�T/aii � J S / B GA. HANGER WIRE : 3 ¢ @ 48' CI219mm] O.L. REFER TO RCP CP _— B.O. GEILINI 3 STATE OF 1/2" 113rrvN CARRY _ — — — _ ♦ '• 4*01AI • • CHANNEL @ 4'-0' GYP. BD. CEILING PER 0`ro;�CNITEC' p'[`� 11219mm] O.C. I FINISH SCHEDULE °aNa1D00PA� REFER TO SPECIFICATIONS -- — --- — FOR PRODUCT INFORMATION, �gEF€R 'L RCI= CONTACT &INSTALLATION YB.O. CEILING REQUIREMENTS. GYP. BD. CEILING PER FINISH SCHEDULE Z O O FOR LIGHT FIXTURE FOR LIGHT FIXTURE 470 V O cm th LAYOUT REFER TO LAYOUT REFER TO O a REFL. CEILING PLAN REFER TO SPECIFICATIONS REFL. CEILING PLAN U O FOR PRODUCT INFORMATION, CONTACT III INSTALLATION of Q a RREQUIREMENTS,NTS. of y (n x Z E LL 8" a t'-Ow 8R a t"-Ow TROUGH LIGHT DETAIL H TRACK LIGHT - SURFACE MOUNTED 42D-Al2Y-HOD W 01.18.15 42D-A123-D00-DETIL OB.14.09 O U O INDEPENDENT UNISTRUT PI001 MAX SPAN 12'-0" U365DRI 'PR' 'PP' OD FOR USE VATH AND PENDANT LIGHT FIXTURES Z 3 UNISTRUT BEAM CLAMP P2067A OR P2B65A `` ( Y T FOR DOUBLE CONNECTION TO SAME SUPPORT m ■i O- a to DOABLE NUT W/ LOCK WASHER Q d EXISTING STRUCTURAL c 3 5/61 [92mm7 METAL TRACK SPANNING JOIST OR BEAM IYI J CEILING FRAMING - SECURE EACH END W/ (2) L SCREWS. REFER TO STRUCTURAL Q d o- DRAWINGS FOR GAUGE REQUIREMENTS. I/4" [bmm7 P THREADED ROD DR oa OR TUBE (D V) F SUSPENDED CEILING ASSEMBLY REFER TO RCP FOR TYPE ------- ---------- i HEAVY DUTY JUNCTION BOX LISTED TO SUPPORT THE WEIGHT OF THE FIXTURE e � `s:ag �3agBl SECURE J-BOX TO MTL. STUD USING 114' 919 E B g B 2 HOE [6mm] DIA. BOLT AND DOUBLE NUTS i� IBM R SUSPENDED FIXTURE 20-60 LBS. 19-2711aB1 W U B i € 6y a. g b Y' INSTALL PER MFG RECOMMENDATIONS l w & M it L 2?lim V20 Win Zing;$ SUSPENDED FIXTURE ATTACHMENT 3" ° r-o" g�gzil fil20 - 60 LEIS4sD.Al2aC00.DETL 04.05.16 3" _ Ryzh a &t'`�� " ERAL NaTES: 5 MAX J TYP G.C. TO III CAULK CABLES TO EXIT THROUGH HOLE 3-S/8' STUD LAID ON G<� _ INSTALLATION ON VERTICAL WALL REFER TO SPECIFICATIONS SECTION I. OF MAIN BEAMS AND CROSS TEES AI2.a MU5 E TIED TOGETHER TO PREVENT ARg11D COVERPLATE IN TOP OF MOUNTING BRACKET. BACK; ATTACHED W/ ROLE ANGLES. e g n g € E € S n $ - -s a _Qsl TO BE SIMILAR. ALL FASTENER 083100 FOR MANUFACTURER AND <D THEIR FADING. G.L. TO PROVIDE MINIMAL IN STUD AS REO'D FOR CABLING s R` G'g�5$ =="a'smeUC REQUIREMENTS AND SPECIFICATION MODEL NUMBER. GC TO 5HIM AS REQUIRED $ 2. INSTALL C GRID USING %12 GA WIRE — — — — — -- — — € 1 e N w: W a ARE THE SAME. HANGERS @ 4 MAX O.C. 4 8' MAX FROM ` ' r rl M rn PERIMETER WALL J ae MTL SCREWS; TYP. TRAFFIC COUNTER 3. INTERMEDIATE DU ID SYSTEM nvrn REQUIRED. MOUNTING BRACKET. '= G.C. TO INSTALL FLUSH p O sRU tio-E T-15 - OE-' _ .2 -oR BACK 4. CEILING MUST HAVE ED TRIM RINGS FOR SPRINKLERS AND OTH CEILING FINISH "WITH CEILING Y D o o_ ^ rn �oE-�os=_ alvD -IRE PENETRATIONS. PRWIDE 3/B' 0.EAR C_--�� C --� N RATED ce. LNGS ONLY FRAMING AS REQUIRED. ON ALL SIDES. I 1 5. LIGHT FIXTURES (ALL TYPES) TO BE I I 5 314' ❑ SALES AREA 1 R.o ALIGN MALL SIDE N REFER TO SPECIFIC DETAILS ATTACH WITH %B MECHANICALLY ATTACHED GRID PER SIDE AND STRUCTURAL DRAWINGS. SHEET METAL SCREWS. E NEC 410-16 (TWO 12 GA WIRES PER FIXTUR fig!; Ij TRAFFIC COUNTER, SALES AREA UNLESS INDEPENDENTLY SUPPORTED). 03 SHOWN DASHED SIDE n2A T SECTION VJ CONCEALED CONTINUOUS HINGE 09� Tr TRAFFIC COUNTER 81/2' [216mm 2 MOUNTING BRACKET Y COJERPLA.TE O 111. -IF--IF—J•--IF--IF--�..i-- � AF2a 3-5/8" STUD LAID ON BACK; as.a 4'-0' OR '- '02 O.C. 113 ATTACHED W/ ANGLES. I O d 0 0 AIR TERMINALS SUPPORT REOUIREMENTS: • 420 IES - POSITIVELY ATTACHED TO GRID CROSS "T' MEMBERS d i SB MTL °C I -• SCREWS, TYP. INSTALL (I) OWNER 'v 20 TO 56 LBS -POSITIVELY ATTACHED PROVIDED SCREW GRID AND TWO 12 GA WIRES TO I STRUCTURE (MAY BE SLACK) m .a AT EACH SIDE INTO 1 —VARIESJ. 1ra[i LEE SUPPORTED DIRECTLY PRE -DRILLED HOLES L J J O n oN N VARIES REFER TO if PLAN STRUCTURE BY APPROVED W ERS 5" 7 n SCREWDRIVER caiuNO flaw VARIES OPERATED LATCH. 000loo"M R.O. _ _ 1RAFFIC COUNTER, REFER TO A04.1 — . --- 8 C203mm It Q O o w m METAL TRIM . REFER TO CLG PLAN , x 12 GA HANGER WI FOR QUANTITY AND PLACEMENT L R.O. T O O ��o [13/41 [I�4m 3 ACCESS PANEL WITH METAL MEDIUM SEISMIC STORES —STABILIZER IBC SEISMIC DESIGN CATEGORY C (OUTSIDE CALIFORNIA) FINISH VARIES, SEE PLAN MALL SIDE AD4.1 FOR CEILING SECTI N 1 CONDITION AND FINISH 3 > m J w W w DOOR. FINISH TO MATCH CEILING. V U m O� < W N CEILING MOUNTED ACCESS PANEL 3" ' 1'-0• t/a" = r-0" 3w = r-o- P A CEILING LAYOUT TRAFFIC COUNTER MOUNTING DETAIL F METAL FLUSH MOUNTED 40,-Al2J-N00-CFTC oao-n12o1-Ko1DETL 05 42D-A123-FOO-CFTC DC :1 02.14.17 O8. 09,29.16 Y ME LU } r` NOTE: REFER TO SPECIFICATIONS FOR z L V w a r REFER TO SPECIFICATIONS SECTION PRODUCT INFORMATION AND CONTACT VARIES *B.O. �) JOIST F- a, 083100 FOR MANUFACTURER AND W Q w w MIODE. NUMBER. PROFILE OF NEL EDGE ATTACH TO STRUCTURE ER / MECHANICALLY FASTEN TO STRUCTURE ANGLE z J a j Q v w c bVARIES PER MFR RECOMMENDATION n W U,03 In o � AND GRIDS MAY VARY. MANUFACTURER REOUIREM S/DETAILS YB.O. �) JOIST BRACKET REFER TO FINISH EDULE B GA. WIRE @ 48' 11219mm] O.C. AND W/ IN REVISIONS: FOR ACTUAL SPECIFI ION. 6" [152mn] OF END OF CARRYING CHANNEL REQe RED R•: DATE 12 GA VERTICAL PORT WIRE @ 4-C)" O.C. M l 'L' ANGLE FASTEN PRIMARY EA. WAY. AND . W FROM ALL EDGES. ANGLE BRACKET MTL. 'L' ANGLE FASTEN TO WALL W/ CLIP. CARRY CHANNEL TO CROSS CARRY WIRE MUST EXCEED A 1,6 SLOPE (310') FASTEN CARRY CHANNEL TO MTL. 'L' ANGLE . CHANNEL, CONT. AROUND OPENING. I MECHANICALLY W/ a10-1 I/2' [3&RRrr1] SHEET MTL. SCREWS . 6 [152FTMN FASTEN W/ SWEET MTL. SCREWS 8" MAX. MINI OR 3 TIGHT TURNS AT ALL WfRES. FASTENED PER MFR 5/W GYP. AT PERIMETER 14 RECOMMENDATION BD. OVER 1-112" 13Bm7 CARRYING CHANNEL @ 48" MAX m ' [I219mm7 O.C. AND WITHIN 3' 176mm7 OF TERMEDIATE DUTY SUSPENDED GRID MTL. STUDS MIN. MIN. SYSTEM MAIN RUNNER @ 2'-0' O.C. 1 CLR 12 GA. HANGER WIRE WALLS (SPACE 24' [610mm] O.C. FOR FIRE RATED CONSTRUCTION) - FASTEN - S 1 48" O.C. W/IN 6" CHANNEL TO V ANGLE WITH MIN. 18GA ° J.REFER TO RCP_ — - .- 0 0 0 0 0 0 0 o OF END OF CHANNEL - a SUSPENDED T-BAR MTL. CLIP ANGLE AND (I) 7110 SCREW EA. LEG BLOCKING JsREFER ToecP — B.O. CEILING III_ VARIES JJ,, Y 1� B.O. CEILI G VARIES `� REFER �CLG PLAN GRID PER FINISH 9 caiu" FIN" ACOUSTICAL INTERMEDIATE DUTY SUSPENDED GRID SYSTEM SCHEDULE SYW [I6mm7 GTP. BD. DATE ISSUED: O5 31 2019 DESIGNED BY: JH ACCESS PANEL FRAME CEILING TI Ross 'T" MEMBER @ 2'-O' OR 4'-0' O.C. DRAWN BY: YL STABI BAR ER TO SPECIFIC CEILING TYPE). �j 77, 71V [22mm1 METAL DRYWALL CHANNEL AT ACCESS PANEL WITH °DROP -IN' STYLE ' 1pFF� LAP `-J--III 16' [406mm] O.C. @RIGHT ANGLE TO CARRYING CHANNEL ATTACH TOGETHER W/ CHECKED BY: YL DOOR. FINISH TO MATCH CEILING MIN. WALL MOLDING. FAST TO STRUCTURE ABOVE TO B.O. CEILING .- 7/8 METAL FURRING CLIP OR TIE WIRE - SELF TAPPING SCREWS COMPLY W LANDLORD AND OR LOCAL PROVIDE I' 125rnm7 CLEAR BETWEEN CHANNEL CEILING WALL OR SOFFIT FRAMING AND BUILDING D TMENT REQUIREMENTS. FINISHES. REFER TO SPECIFIC DETAILS. SUSPENDED ACOUSTICAL CEILING TILE PER FINISH I END AND ABUTTING WALLS AND PARTITIONS & LIGHTING TAPE JOINT TYP.) RELEASED FOR CONSTRUCTION j ( CONFORM To BASI NIMUM SCHEDULE - I MEDIUM SEISMIC Sr ES REOUIREMENTS ESTAB ED IN ASTM C636 � 5/8' [I6mm] GYP. BD. ON 3 5/8" [92mm] MTL STUD DETAIL S Subject to compliance with all regulations IBC SEISMIC DES CATEGORY C TRIM WHERE OCCURS 11 of State and local Codes (OUTSIDE CAL RNIA) REFER TO DETAIL K/AI2.01 CEILING LAYOUT RELIUIREMENTS. DRAWING NUMBER: ooe City of Carmel CCESS PANEL 3" a t"-o" USTICAL CEILING TILE 3" 19.111 o CEILING �" - r-o" E 3• t"-o" A 1 N ASSEMBLY (A.C.T.) CEILING 0 PERIMETER WALL 42D-Al2S.MOtDETL 02.14.17 0!D-A130FJ01OE7L OS.OB. 411"U d00-0ETL 0014.09 420°AU"004ETIL nATP- (17/1A/1A