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m z 0 U Vi w EXTEND GYP. BOARD ON ONE SIDE TO UNDERSIDE OF ROOF Ld FOR DRAFTSTOP WHERE SHOWN Q FIRE BLOCKING ON A1.2 BY (3) 2x8 HEADER > N w/PLYWOOD SHEATHING Q� J _ � 5"' Q a °° °' w co � � o0 Z LAM 0° 0 w N o 0 N N p CO N 3 Y = 3 - p N w w a I 4"x12" LOUVERED o o Q D Ln � o N �? v RETURN TO BE DIGITAL MENU BOARD z N 0 LOCATED ON RESTROOM SIDE ARCHITECT OF RECORD: 1 O NAIL (FOR WOOD) OR OF WALL, MIN 2" PORTRAIT WALL MOUNT - #10 SCREW (FOR METAL) # BELOW FIRE COORDINATE INSTALL WITH E� ARC 8" MAX 12 GA. VERT. WIRE HANGER, GRID LEVEL ADJACENT TO TUBE BLOCKING MANUFACTURER'S C) CRAIG S. Cy�T Ilk ROOF FRAMING MEMBER OR SECONDARY INSTALLATION F FRAMING MEMBER AS REQ'D. UNDERSIDE OF FLR. OR ROOF STRUCT. ABOVE CONTRACTOR TO z REQUIREMENTS. '' BLU __F- PROVIDE COMPRESSION POST OR EQUAL. MODEL TO PROVIDE DUCT * N .- -31661 BETWEEN VENTS REN.3/31/2021 Go 4-12 GA. WIRES 90° BE DETERMINED BASED ON REQUIRED LENGTH: �y VA TO EACH OTHER VSA 18/30: LENGTH 18" TO 30" - d y 45° TO PLANE II VSA 30 48: LENGTH 30"-48" 4"x12" LOUVERED > oy/ o / RETURN BEHIND �b0 OF CEILING II VSA 48/84: LENGTH 48"-84" NEW MENU VSA 84/102: LENGTH 84"-102" BOARDS 2X4 BLOCKING VSA 102/120: LENGTH 102"-120" o v) @ 16" O.C. CL U SUSP. ACOUSTICAL TILE VSA 120/144: LENGTH 120"-144" z0 , = Z MAIN T-BAR RUNNER ICC-ESR-1222 N LAM W O 3/4" CLEAR MIN. SEE NOTE ABOVE. 45 DEGREE NP. Q scH 0 o 2" X 2" ANGLE MOLDING- USG OR EQUAL TO BE MAIN RUNNER FASTENED WITH 14D WOOD SCREWS @ 16" O.C. COMPRESSION STRUT W/ LATERAL USE USG ACM7 SEISMIC CLIP AS ALT. ESR-1222 CROSS RUNNER BRACING © 12'-0" MAX. EA. DIRECTION 2X6 WALL & 6'-0" MAX. FROM PERIMETER WALLS CONSTRUCTION TILE OVER 1/2" CEMENT y 2X BLOCKING AT CEILING BOARD TYPICAL INTERIOR PARTITION WALL ILI. W m b1 . GRID SYSTEM TO BE HEAVY DUTY U 0 1 OU(V N T-BAR. a :3oa� o� x 2. INSTALL PER ESR-1222 IN EACH p o w o P 3 ORTHOGONAL HORIZONTAL DIRECTION, o 3 cj ONE END OF THE CEILING GRID MIN. 1/2" GYP. BD. EXTENDED of 1 SHALL BE ATTACHED TO THE CLOSINGRECESSED MENU BOARDS TO UNDERSIDE OF ROOF DECK. c a� 3'-0" MAX 6'-0" 3'-0" MAX ANGLE. THE OTHER END SHALL HAVE g (SEE A1 .2 FOR DRAFT STOPPING 2 �' 0- A 0.75" CLEARANCE FROM THE WALL. A1 .20 1 " = 1 —O WOOD FRAMING LOCATIONS) a ° o 2!-0 o ;v °o o a�;o o oz) 2!-o 3. ENDS OF MAIN RUNNERS AND CROSS N J a a��i a��i ° N >> RUNNERS SHALL BE TIED TOGETHER TO PREVENT THEIR SPREADING ° ° EXISTING ROOF JST. TO REMAIN, o J L_ L °o a�� ao ° c 4. ALL TERMINAL ENDS OF MAIN — TYP. (REFER TO STRUCTURAL) o o 2 3 N co 2�y o RUNNERS AND CROSS TEES MUST WIRE HANGER SIMPSON A34 FRAMING ANGLE Q ° N ; HAVE A VERT. HANGER WIRE WITHIN �5 © EA. SIDE OF 2X4 rn 0 0 E:---2:5 0'o N 8" OF EA. WALL OR CLG � ' ° 2 _o» DISCONTINUITY. (3)-10d COMMON NAILS c o o o o G�+ EACH VERTICAL 2X4 TO 2X4 0 `� ; t A —, c O-o++ o `rsFT BLK'G B JOIST Ncc+%� v� o PROVIDE FULL I ELEV. VARIES ;v v o?•v, E u c DEPTH BLKG o , a t 2X4 ® 16 O.C. VERT. STUD & Cal EA. SIDE BRACE TO ATTACH W/ (4)-10d `o �= c Lair o J w o N OF 2X4 COMMON NAILS © 48" O.C. o ° o °-o U Q C U0 ° 0 ATTACH INTERMEDIATE STUDS r ~- N 2 ° o r 2X4 DIAL. BRACE ° L c @ 48" O.C. ATTACH W/ (2)-10d COMMON NAILES O a NN:� or-J-5 GUSSET TO BOTH CONT. 2X6 O 0 3 v°i o ,E BRACE AND VERT. o c L STUD W/ (3)-10d � 0 v 0.0 °o COMMON NAILS o 3 :'" ° a� � oz000 x CEILING AS SCHEDULED, TYP. ° ° 3 o 2 Q TILE OVER Y2 0 ® o ° CEMENT BOARD a� ( 3 : ° 81) REFER TO BUILDING CODE MANUAL OVER Y2" PLYWOOD a_ 0 o-c &_� Mo Z ID CD CODE OF LOS ANGELES DEPARTMENT FIRE BLOCKING � a'3 ° °c- y OF PUBLIC WORKS BUILDING AND SAFETY DIVISION BASED ON 2011 LACBC - SUSPENDED CEILING SYSTEMS CEILING AS SCHEDULEDY CONT. 2X4 PLATE CEILING PLAN ® VERTICAL COMPRESSION STRUT X VERTICAL HANGER WIRE B SOFFIT NOTE: 6'-8" A.F.F. g SEISMIC CEILING DETAILS 12 PER A. VERER TICAL WIRES SHALLHAL BE USED FAT 48"ROM WAOLL AND 7 ACOUSTIC CEILING DETAIL 6 SECTION @ MENU VALANCE A1 .20 N.T.S. NOT MORE THAN 1 IN 6 OUT OF PLUMB. A1 .2a 1 1 2 = 1 —0 COORDINATE W/ DECOR A1 .2a 1 "= 1 '-0 " REFERENCE ONLY ROOF DECKING 1-5/8" UNISTRUT @ 12" O.C. MAIN TEE SPLICE ATTACHED TO BOTTOM CHORD OF BUILDING STRUCTURE COUPLING (OCCURS SIDE MOUNTING LEVELING ROOF JOIST (2 MIN.) AT RANDOM) / LUG BY FIXTURE MFR. DETAIL AT WALL INSTALLATION BY ELECTRICIAN AS PART OF WALL MOULDING 1-5/8" UNISTRUT ATTACHED TO FIXTURE (2 PER SIDE) z 1-5/8" UNISTRUT POST BASE. CAN BE C" OR L" o ________ ++ __ __ HILTI CC27 CLIP #12 SAFETY WIRE FOR EQUAL Q TIED TO SAFETY WIRETFLUa Q:� + SUPPORT HOLES & } CROSS TEE- MAY BE "A' z FASTENED TO BLDG. 1 -1/2" OR 1 " HIGH SECTION "A-A" + w a „ FIXTURE VARIES STRUCTURE. MINIMUM AND MAY BE 2'-0" OR A WITH MFR (2) SAFETY WIRES > _ 4'-0" O.C. z m PER LIGHT FIXTURE ! > TILE OPENING Q PLACED AT DIAGONAL Q w z m Q + CORNERS u z 0 u a NOTES: CEILING AS SCHEDULED U I) O ? U MAIN TEE-48" O.C. 1. AT EACH END OF LIGHT FIXTURE AN INTERLOCKING CROSS TEE OR mLD w o MAX. SHAPE AND LOCKING BAR MUST BE USED a' _ O ( CP SEE A4.4 m w Q N DESIGN AS APP'D.) 2. THE TOTAL WEIGHT OF A LIGHT FIXTURE AND OTHER EQUIPMENT z w o THE RECESSED FIXTURE (AIR BOXES, ETC.)AND CEILING MATERIAL SUPPORTED BY THE MAIN Q O n w 12 GA. GALV HANGER WIRE BEAM MUST NOT EXCEED THE ALLOWABLE DEFLECTION OF 1 360 OF EXPOSED T-BAR CEILING (n a ui C4 - MAY BE SUPPORTED BY / CURATED PANEL FASTENED TO Z z � � NOT TO EXCEED 4'-6" O.C. IT'S SPAN. DEFLECTION DATA MUST BE FURNISHED AND CERTIFIED UNISTRUT. ALL CONNECTIONS TO BE LIGHT FIXTURE o Fr z o THE MAIN TEES SPACED NOTE: o� wui ALONG MAIN RUNNER. SEE 2'-0" OR 4'-0" O.C. BY THE MANUFACTURER. PROVIDED BY VENDOR SAFETY WIRE ALL WIRES ARE TO BE bj w SECTION A-A. ATTACH TO 3. SURFACE OR PENDENT FIXTURES MUST BE INDEPENDENTLY )= 20 LBS) SUPPORT HOLE, TAUT WITH A MINIMUM OF 3 w O X N O X w ( EXISTING BLACK IRION SUPPORTED FROM FLOOR OR ROOF CONSTRUCTION. TYPICAL TIGHT TURNS AROUND SELF � N L'� 0 w N - TYPICAL 5 CEILING GRID DETAIL 4 CURATED PANEL INSTALL DETAIL 3 NOT USED LIGHT FIXTURE SUPPORT DETAIL A1 .2a NOT TO SCALE REFERENCE ONLY A1 .2a 1 1 /2" = 1 '-0" A1 .2a A1 .2a NOT TO SCALE boj A 1 a U) CEILING DETAILS