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6' -0" MAX, TYP. I GC TO PROVIDE 2" MIN PLASTIC GROMMET -- 5/8" GYP. BD, 4"X 18 GA. STEEL .�► (2)#10 X 1.5" TYP STUDS @ 16" OC WOOD SCREWS, W/4#10 SCREWS > TYP. TO (E) JOISTS. 1/2" GYP BD N4"X18 GA 4 BLOCKING, TYP + + + + + + + + 4"X 18 GA. STEEL R N O STUDS AT 16" O.C. PENDANT LIGHT FIXTURE ©2011 STARBUCKS COFFEE I11-Al- WITH 4-#10 SUPPORT OR SIMILAR W 8_0 N SCREWS, TYP SUPPORT STARBUCKS COFFEE (E) ROOF (E) ROOF >, FRAMING FRAMING COMPANY 'LL 4"X 18 GA. STEEL BRACING PENDANT LIGHT FIXTURE OR 2401 UTAH AVENUE SOUTH SIMILAR PENETRATION AT 48" O.C. (PROVIDE CONT. SEE 1/1103 FOR _ i SEATTLE, WASHINGTON 98134 - BRIDGING W/2-#10 SCREW TOHEIGHT OF SOFFIT /A �` 206 318-1575 EA. BRACE WHEN BRACE IS SEE 1/1103 FOR MORE THAN 12'-0" IN LENGTH). THESE DRAWINGS AND SPECIFICATIONS ARE U DIMENSION CONFIDENTIAL AND SHALL REMAIN THE SOLE 06 PROPERTY OF STARBUCKS CORPORATION, WHICH IS u7 THE OWNER OF THE COPYRIGHT IN THIS WORK. FFIT DETAIL - CAFE PLASTIC GROMMET THEY SHALL NOT IT REPRODUCED (IN WHOLE OR IN til PART), SHARED WITH THIRD PARTIES OR USED IN AN 4"X 18 GA. STEEL BRACING 4"X 18 GA. STEEL *_�S- -' 4 MANNER ON OTHER PROJECTS OR EXTENSIONS TO AT 48" O.C. (PROVIDE CONT. STUDS @ 16" OC = 1'-0" scale: 1/4"= 1'-0" THIS PROJECT WITHOUT THE PRIOR WRITTEN W/4#10 SCREWS BRIDGING W/2410 SCREW TOTO (E)JOISTS. 5/8" GYP. BD, TYP CONSENT OF STARBUCKS CORPORATION. THESE X EA. BRACE WHEN BRACE IS DRAWINGS AND SPECIFICATIONS ARE INTENDED TO m MORE THAN 12'-0" IN LENGTH). TWO (2) NO. 12 GAUGE WIRES MUST BE LATERAL FORCE BRACING MEMBERS MUST BE EXPRESS DESIGN INTENT FOR A PROTOTYPICAL � SECURED FROM LIGHT & MECHANICAL SPACED A MIN OF 6" FROM ALL HORIZONTAL STARBUCKS STORE (WHICH IS SUBJECT TO CHANGE COI FIXTURES AT OPPOSING CORNERSPIPING OR DUCT WORK THAT IS NOT PROVIDED AT ANYTIME)AND DO NOT REFLECT ACTUAL SITE ----------------------------- N ALONG THE FIXTURE'S DIAGONAL. - W/ BRACING RESTRAINTS FOR HORIZ FORCES. CONDITIONS. NEITHER PARTY SHALL HAVE ANY O WIRES MAY BE SLACK. BRACING WIRES MUST BE ATTACHED TO THE OBLIGATION NOR LIABILITY TO THE OTHER(EXCEPT _ GRID &TO THE STRUCTURE IN SUCH A MANNER STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS N NOTE: --------- THAT THEY CAN SUPPORT A DESIGN LOAD OF FULLY EXECUTED BY BOTH PARTIES. 4 FOUR NO. 12 GAUGE WIRES MUST BE NOT LESS THAN 200 POUNDS OR THE ACTUAL N SECURED TO THE MAIN RUNNER WITHIN 2" LOAD, WHICHEVER IS GREATER, WITH A SAFETY �I 4"X 18 GA. STEEL BRACING OF THE CROSS RUNNER INTERSECTION FACTOR OF 2. ARCHITECT OF RECORD AT 48" O.C. (PROVIDE CONT. AND SPLAYED 90 DEGREES FROM EACH o °, 4"X 18 GA LEDGER + 4"X 18 GA BRIDGING W/2410 SCREW TO + 4"X 18 GA OTHER AT AN ANGLE NOT EXCEEDING 45 - W/(2)#10 X 3" LONG LIGHT FIXTURE > a) • WOOD SCREWS AT + BLOCKING, TYP EA. BRACE WHEN BRACE IS + BLOCKING, TYP DEGREES FROM THE PLANE OF THE (LESS THAN 56 LBS) ` + MORE THAN 12'-0" IN LENGTH). + CEILING. (MAY BE SLACK) EACH (E) STUD, TYP. _ _ N e ;- NO. 12 GAUGE WIRES WITHIN 3" OF ----------- --- 3" MAX ALL 4 CORNERS. da mcg architecur .... _ - - '" '' PROVIDE MINIMUM OF 2 SCREWS AT cin OPPOSITE CORNERS OF SUPPORT 111 Pacifica, Suite 280, Irvin, CA 92618 WIRES, OR SCREW ON T-BAR �- NOTE: P:949.553.1117 F:949.474.7056 #10 SMS AT EACH (4)#10 SMS. 4"X 18 GA. STEEL STUDS AT 16" PROVIDE EARTHQUAKE - c� SAFETY CLIPS AT SIDES OR ENDS. O.C. WITH 4 #10 SCREWS, TYP CLIPS &WIRES AS REQ'D. ILLSIDE AND EACH STUD. TYP. ARCHITECT STAMP SEE 1/1103 FOR 5/8" GYP. BD, TYP HEIGHT OF SOFFIT'--F A C,S, SUSPENDED C) E WtN�<�� CEILING GRID n N - '1839 SOFFIT DETAIL - ENGINE CEILING LIGHT DETAIL �P scale: 1 1/2" = 1'-0" scale: 3/8" = 1'-0" CALIF DF O U VERTICAL STRUT @ 12" O.C. MAX. EACH WAY WITH FIRST POINT TO BE WITHIN 6" NOTE: COMPRESSION STRUT GUIDELINES FROM EACH WALL FASTENED TO MAIN 8 GA HANGER WIRE TOVERIFY ASSEMBLY WITH TRUSS COMPRESSION STRUT SIZE MAXIMUM LENGTH Q RUNNER & STRUCTURE ABOVE @ 4'-0" MFG WHERE 1 HR ASSEMBLY IS N STRUCTURE ABOVE PER ASCE-7 13.5.6.2.2 A OC NW/4 WIRES SPLAYED 90 REQ'D 3/4" DIAMETER STRUT 12'-0" C) deg IN 4 DIRECTIONS (45° o MAX FROM CEILING PLANE) 1" DIAMETER STRUT 18'-0" z 12 GA. VERTICAL SINGLE 2 1/2"x 20 GAUGE METAL STUD (I MIN. = 0.18") 11'-6" Q HANGER WIRE AT 4'-0" 90° 90° TYPE "S" SCREW UI EACH - t f C: WAY WITH MIN. 3 TIGHT MAX @ 8" OC BACK-TO-BACK @ 24" O Cx 20 GAUGE METAL STUD SCREWED (.C)15'-0" 0 TURNS 1-1/2"AT BOTH 20 GAUGE Q ENDS OF WIRE (TYP.) U FURRING HEAVY DUTY T-BAR SYSTEM O 12 GA WIRE HANGER @ 48" O.C. CSI o CHANNEL @ ° PER ASTM 61 635 &ASTM AC EA. WAY. FIRST POINT TO BE 8" LO (n1 636. SEC 1613.1 CBC. CROSS RUNNERS N 24" OC FROM WALL. cv -/ VERTICAL COMPRESSION STRUT LU Q ° AND BRACING WIRES @ 12'-0" O.C. U (D ° MAX. EACH WAY. FIRST POINT TO U)BE WITHIN 6'-0" FROM EACH WALL. Q W Q z c vz a ° I A FASTENER TO MAIN RUNNER & w T or_ X f� ° 20 GAUGE WIRE I S2j STRUCTURE ABOVE WITH 1/4" 2i + 0 = O 4. 06 2 `t �� MACHINE BOLTS. SEE NOTE 4. Z U Q U u? MAIN RUNNERS 0 0 1-1/2" 20 GAUGE I 2" MAX. FROM BRACING H- ,�x H y COLD ROLLED I WIRES TO CROSS TEES W W W U 8" MAX O N _ STEEL @ 48" OC I BRACING WIRES TO BE ATTACHED Q Q O 12 GA. BRACING WIRE WITH MIN. 4 TIGHT TURNS IN 1-1/2"AT CO BOTH ENDS OF WIRE (TYP.)AT 6'-0" 12'-0"OC 5/8" FIRE-RATED 1\ 0- Q_ GYP, ALL EDGES TIGHT TURNS IN DEGREES. MIN 4 0 0- X EACH VERTICAL STRUT MAX10 SUPPORTED ENDS OF ALL BRACING WIRE TYP. .75 AT TWO ADJACENT BOARD DETAIL x NOTES: WALLS. SEE NOTE 2 ° g STORE #: TBD COI REFLECTED CEILING PLAN (:O)�GYYPSUM e: 1/4" = 1'-0" MAIN RUNNER @ 4'-0° O.C. N 1. SUSPENDED ACOUSTICAL CEILING SYSTEM SHALL BE PROJECT #: 85426-001 INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF SHIM AS NEEDED LARR#257(4 CASEWORK CONCEPT: CORE ASTM C 635 AND ASTM C 636. ICC ER#12?2 ISSUE DATE: Y LINE OF WALL CROSS TEE @ 2'-0" O.C. PROGRAM MANAGER: C) 2. BRACING WIRES SECURED TO MAIN RUNNERS WITHIN 2" OF 6'-0" MAX. 6'-0" MAX. OR V-0" O.C. AS SHOWN THE CROSS RUNNER INTERSECTION AND SPLAYED 90° FROM 12' -0" MAX. 12'-0" MAX. STORE DESIGNER: S.BLEVINS EACH OTHER AT AN ANGLE NOT EXCEEDING 45° FROM THE ATTACHMENT CLIP NOTES: LEED(:DAP: N/A Q PLANE OF THE CEILING 8" MAX 8" MAX 1. ALL 24"X48" CEILING LIGHT FIXTURES &24"X24" HVAC AIR REGISTERS SHALL BE CHECKED BY: MAIN TGRID (USG SUPPORTED BY A MINIMUM OF (2) HANGERS @ OPPOSITE CORNERS. CEILING SYSTEM HALL T- GRID 3. IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF NOT SUPPORT OTHER ITEMS. MCG PROJECT#: 19236 O THE CEILING GRID SHALL BE ATTACHED TO A MINIMUM 2"WIDE DX26, MCG PROJ. MANAGER: C.LEE O CLOSURE ANGLE. THE OTHER END IN EACH HORIZONTAL co BLACK COLOR) 2. ALL INTERIOR WALL& CEILING FINISHES SHALL BE INSTALLED TO CLASS III FLAME SPREAD. j w w j DIRECTION SHALL HAVE 0.75" CLEARANCE FROM THE WALL AND w MCG PROJ. SPECIALIST: �, NO. 12 GAMIN N SHALL REST UPON AND BE FREE TO SLIDE ON A CLOSURE z VERTICAL HANGER 3. 45 DEGREE BRACE WIRES &COMPRESSION STUDS ARE TO BE PROVIDED ONLY IF 0 ANGLE. WIRE, SEE NOTE 3 REQUIRED BY LOCAL BUILDING DEPARTMENT. Revision Schedule d rn 4. WHEN THE DISTANCE BETWEEN THE STRUCTURAL DECK AND = > ', O O 4. COMPRESSION STRUTS : STEEL SECTION ATTACH TO MAIN RUNNERS WITH 1/4" MACHINE Rev Date By Description THE CEILING EXCEEDS 4", THE SPACING OF THE VERTICAL ACOUSTICAL TILE U BOLT AND TO STRUCTURE WITH 3/16" DIAMETER POWER DRIVEN STUD. COMPRESSION I TRUT HANGERS SHALL NOT EXCEED 2' O.C. ALONG THE ENTIRE MEANS CEILING ON SUSPENDED .75"AT TWO SHALL NOT REPLACE HANGER WIRE. OF EGRESS SERVICING THE OCCUPANT LOAD OF 30 OR MORE, _j GRID SYSTEM ADJACENT WALLS AND AT LOBBIES ACCESSORY TO GROUP A OCCUPANCIES. = SEE NOTE 2 5. BRACING WIRES SECURED TO MAIN RUNNERS WITHIN 2" OF THE CROSS RUNNER - COMPRESSION STRUT CEILING PANEL INTERSECTION AND SPLAYED 90 DEGREES FROM EACH OTHER AT AN ANGLE NOT EXCE EDING 5. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATER z 45 DEGREES FROM THE PLANE OF THE CEILING. 73 DEFLECTIONS, SPRINKLER HEADS AND OTHER PENETRATIONS, E: \ — 2" MIN WALL ANGLE SHOW A 2" OVERSIZED RING, SLEEVE OR ADAPTER THROUGH (INSTA . 6. CLOSURE ANGLE SHALL BE A MINIMUM OF 2" SHEET TITLE: O GRID) LLED 1/4" BELOW MAIN CEILING DETAILS THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY A SWING 7. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LESS AN N JOINT THAT CAN ACCOMMODATE 1" OF CEILING MOVEMENT IN SECTION THROUGH ROOM PROVIDE COMPLETE 2" IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF THE CEILING GRID SHAI.L BE ALL HORIZONTAL DIRECTIONS IS PERMITTED TO BE PROVIDED AT INSTALLATION AS RECOMMENDED ATTACHED TO THE CLOSURE ANGLE. THE OTHER END IN EACH HORIZONTAL DIRECTION THE TOP OF THE SPRINKLER HEAD EXTENSION. PER ASCE 7-05, BY MANUFACTURER AND CODES SHALL HAVE A 0.75" CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SCALE:AS SHOWN N SEC 13.5.6.2.2. SLIDE ON A CLOSURE ANGLE. O SHEET NUMBER: N TYPICAL SUSPENDED CEILING VERTICAL & LATERAL SUPPORT - T-BAR TO WALL DETAIL T-BAR CEILING DETAIL 1505 �I *s..i.: -0" scale: 6" = 1'-0" scale: 1/4" = 1'-0"