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6' -0" MAX, TYP. I GC TO PROVIDE 2" MIN SOFFIT PLASTIC GROMMET (2)#10 X 1.5" WOOD SCREWS, TYP. 1/2" GYP BD SEE 1/1103 FOR HEIGHT OF SOFFIT + + + + + + + + - WALL LED WALL GRAZER PENDANT LIGHT FIXTURE ©2011 STARBUCKS COFFEE SUPPORT OR SIMILAR SUPPORT STARBUCKS COFFEE FRAMINOG FRAMING COMPANY 4"X 18 GA. STEEL BRACING PENDANT LIGHT FIXTURE OR 2401 UTAH AVENUE SOUTH AT 48" O.C. (PROVIDE CONT. WALL FINISH- SIMILAR PENETRATION SEATTLE, WASHINGTON 98134 BRIDGING W/2410 SCREW TO WOOD SLATS WD0073 (206) 318-1575 EA. BRACE WHEN BRACE IS MORE THAN 12'-0" IN LENGTH). THESE DRAWINGS AND SPECIFICATIONS ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. LED WALL GRAZER DETAIL PLASTIC GROMMET THEY SHALL NOT IT REPRODUCED (IN USED IN p 4"X 18 GA. STEEL R /� PART), SHARED WITH THIRD PARTIES OR USED IN AN U 4"X 18 GA. STEEL BRACING STUDS 16" OC " T MANNER ON OTHER PROJECTS OR EXTENSIONS TO O AT 48" O.C. (PROVIDE CONT. @ Scale: 1 1/2"= 1'-0" Scale: 1/4"= 1'-0" THIS PROJECT WITHOUT THE PRIOR WRITTEN W/4#10 SCREWS m BRIDGING W/2410 SCREW TO TO (E)JOISTS. 5/8" GYP. BD, TYP CONSENT OF STARBUCKS CORPORATION. THESE _N EA. BRACE WHEN BRACE IS DRAWINGS AND SPECIFICATIONS ARE INTENDED TO 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 FIXTURES AT OPPOSING CORNERS PIPING OR DUCT WORK THAT IS NOT PROVIDED AT ANYTIME)AND DO NOT REFLECT ACTUAL SITE 06 -_ ALONG THE FIXTURE'S DIAGONAL. -------- W/ BRACING RESTRAINTS FOR HORIZ FORCES. CONDITIONS. NEITHER PARTY SHALL HAVE ANY U WIRES MAY BE SLACK. BRACING WIRES MUST BE ATTACHED TO THE OBLIGATION NOR LIABILITY TO THE OTHER(EXCEPT U GRID &TO THE STRUCTURE IN SUCH A MANNER STATED ABOVE) UNTIL A WRITTEN AGREEMENT IS NOTE: ---------� THAT THEY CAN SUPPORT A DESIGN LOAD OF FULLY EXECUTED BY BOTH PARTIES. aI FOUR NO. 12 GAUGE WIRES MUST BE NOT LESS THAN 200 POUNDS OR THE ACTUAL O SECURED TO THE MAIN RUNNER WITHIN 2" LOAD, WHICHEVER IS GREATER, WITH A SAFETY 4"X 18 GA. STEEL BRACING OF THE CROSS RUNNER INTERSECTION FACTOR OF 2. ARCHITECT OF RECORD U? AT 48" O.C. (PROVIDE CONT. AND SPLAYED 90 DEGREES FROM EACH o °, X 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 m W/(2)#10 X 3" LONG + BLOCKING, TYP EA. BRACE WHEN BRACE IS + BLOCKING, TYP DEGREES FROM THE PLANE OF THE LIGHT FIXTURE > o • WOOD SCREWS AT (LESS THAN 56 LBS) �I EACH D STUD, TYP. + MORE THAN 12'-0" IN LENGTH). + CEILING. (MAY BE SLACK) c� e ' NO. 12 GAUGE N 00 WIRES WITHIN 3" OF ---------- ALL 4 CORNERS. ---------ALL4CORNERS. mcg architecure N �. �. °"` `'e =-" "'° �� '" '' ` PROVIDE MINIMUM OF 2 SCREWS AT OS OPPOSITE CORNERS OF SUPPORT 15635 Alton Parkway, Suite 100, Irvine, CA 92618 N �- NOTE: P:949.553.1117 F:949.474.7056 N 4"X 18 GA. STEEL STUDS AT 16" WIRES, SCREW ON T-BAR PROVIDE EARTHQUAKE � #10 SMS AT EACH (4)#10 SMS. O.C. WITH 4-#10 SCREWS, TYP SAFETY CLIPS AT SIDES OR ENDS. CLIPS &WIRES AS REQ'D. U SIDE AND EACH STUD. TYP. ARCHITECT STAMP SEE 1/1-1107 FOR 0 5/8" GYP. BD, TYP HEIGHT OF SOFFIT c�ED A C G'- �,E WINyj> SUSPENDED N CEILING GRID n 1839 0 9/ a �SO FIT DETAIL 7 CEILING LIGHT DETAIL �,� N 2 - 1 -0 scale: 3/8" = V-0" DF CALIFO U) N VERTICAL STRUT @ 12" O.C. MAX. EACH COMPRESSION STRUT GUIDELINES 73 WAY WITH FIRST POINT TO BE WITHIN 6" NOTE: cn FROM EACH WALL FASTENED TO MAIN 8 GA HANGER WIRE TO VERIFY ASSEMBLY WITH TRUSS COMPRESSION STRUT SIZE MAXIMUM LENGTH RUNNER & STRUCTURE ABOVE @ 4'-0" MFG WHERE 1 HR ASSEMBLY IS 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" () • • • deg IN 4 DIRECTIONS (45° rj o MAX FROM CEILING PLANE) 1" DIAMETER STRUT 18'-0" U 12 GA. VERTICAL cm SINGLE 2 1/2"x 20 GAUGE METAL STUD (I MIN. = 0.18") 11'-6" HANGER WIRE AT 4'-0" 90° 90° TYPE "S" SCREW Q EACH — t • • 2'-0" @ 8" OC BACK-TO-BACK 2 1/2"x 20 GAUGE METAL STUD SCREWED 15'-0" w p WAY WITH MIN. 3 TIGHT MAX TOGETHER @ 24" O.C. TURNS 1-1/2"AT BOTH 20 GAUGE J ENDS OF WIRE (TYP.) U FURRING HEAVY DUTY T-BAR SYSTEM ^^ z ° PER ASTM AC 635 &ASTM AC 12 GA WIRE HANGER @ 48" O.C. Q 0 636. SEC 1613.1 CBC. L.L CV o CHANNEL @ EA. WAY. FIRST POINT TO BE 8" < LULO U 24" OC / FROM WALL. CROSS RUNNERS C VERTICAL COMPRESSION STRUT G 0 0 AND BRACING WIRES @ 12'-0" O.C. U p / 0 MAX. EACH WAY. FIRST POINT TO t.! U �O � fi fi • 0 BE WITHIN 6'-0" FROM EACH WALL. W LL z U)� 20 GAUGE WIRE 4S0 FASTENER TO MAIN RUNNER & LU Q U STRUCTURE ABOVE WITH 1/4" O X 2 0 ` R� \�'I' MACHINE BOLTS. SEE NOTE 4. z Q Q MAIN RUNNERS 0 1-1/2" 20 GAUGE I 2" MAX. FROM BRACING °6 COLD ROLLED WIRES TO CROSS TEES W W O U 8" MAX STEEL @ 48" OC O Q O v 12 GA. BRACING WIRE WITH MIN. — BRACING WIRES TO BE ATTACHED L) 4 TIGHT TURNS IN 1-1/2"AT , 00 - d BOTH ENDS OF WIRE (TYP.)AT 00 GYP, ALL EDGES �� TIGHT TURNS IN 1-1/2" @ BOTH D- Q_ U) 6'-0" 12 0 OC 5/8" FIRE-RATED �, I EACH VERTICAL STRUT MAX SUPPORTED � @ MAX O ALL BRACINGWIRETOYP � � O .75 AT TWO ADJACENT GYPSUM BOARD DETAIL x S O C G NOTES: WALLS. SEE NOTE 2 6 MAIN RUNNER @ 4'-0" O.C. STORE #: 5470 REFLECTED CEILING PLAN scale: 1/4" = V-0" X 1. SUSPENDED ACOUSTICAL CEILING SYSTEM SHALL BE PROJECT #: 03030-052 m INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF SHIM AS NEEDED LARR#25764 CASEWORK CONCEPT: CORE WI ASTM C 635 AND ASTM C 636. -------- ICC ER#1222 ISSUE DATE: CHECKSET 2-10-20 j CROSS TEE @ 2'-0" O.C. u7 2. BRACING WIRES SECURED TO MAIN RUNNERS WITHIN 2" OF LINE OF WALL PROGRAM MANAGER: M.DREBIKA ap 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: M.DREBIKA EACH OTHER AT AN ANGLE NOT EXCEEDING 45° FROM THE ATTACHMENT CLIP NOTES: LEED(:DAP: N/A X PLANE OF THE CEILING 1. ALL 24"X48" CEILING LIGHT FIXTURES &24"X24" HVAC AIR REGISTERS SHALL BE 8" MAX 8" MAX CHECKED BY: A.FELDMAN m MAIN TGRID (USG SUPPORTED BY A MINIMUM OF (2) HANGERS @ OPPOSITE CORNERS. CEILING SYSTEM SHALL T- GRID 3. IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF NOT SUPPORT OTHER ITEMS. MCG PROJECT#: 18531 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 BLACK COLOR) 2. ALL INTERIOR WALL& CEILING FINISHES SHALL BE INSTALLED TO CLASS III FLAME SPREAD. j W Lu j DIRECTION SHALL HAVE 0.75" CLEARANCE FROM THE WALL AND U) ~ MCG PROJ. SPECIALIST: SPARK O �, NO. 12 GA MIN 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 00 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 J BOLT AND TO STRUCTURE WITH 3/16" DIAMETER POWER DRIVEN STUD. COMPRESSION STRUT CN HANGERS SHALL NOT EXCEED 2' O.C. ALONG THE ENTIRE MEANS T_ 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 EXCEEDING 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 . 6. CLOSURE ANGLE SHALL BE A MINIMUM OF 2" SHEET TITLE: O THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST GRID) LLED 1/4" BELOW MAIN CEILING DETAILS N 1" IN ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY A SWING 7. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LESS THAN 0o 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 SHALL BE �Ci 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 17�S.alel/8! CAL SUSPENDED CEILING VERTICAL & LATERAL SUPPORT 5 T-BAR TO WALL DETAIL T-BAR CEILING DETAIL 1505 N c j = 1'-0" scale: 6" = 1'-0" scale: 1/4" = 1'-0"