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6'-0" MAX, TYP. I I GC TO PROVIDE 2" MIN PLASTIC GROMMET + + + + + + + (2)#10 X 1.5" VO WOOD SCREWS, TYP. O'C v \ 1/2" GYP BD -- -- PENDANT LIGHT FIXTURE ©2020 STARBUCKS COFFEE COMPANY SUPPORT OR SIMILAR SUPPORT STARBUCKS' 000 2401 UTAH AVENUE SOUTH (E) ROOF (E) ROOF P`� SEATTLE, WASHINGTON 98134 FRAMING FRAMING PENDANT LIGHT FIXTURE OR 4"X 18 GA. STEEL BRACING SIMILAR PENETRATION (206) 318-1575 AT 48" O.C. (PROVIDE CONT. BRIDGING W/2410 SCREW TO THESE DRAWINGS AND THE PROJECT MANUAL EA. BRACE WHEN BRACE IS ARE CONFIDENTIAL AND SHALL REMAIN THE MORE THAN 12'-0" IN LENGTH). —Z—A� SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN PART), SHARED WITH THIRD PARTIES OR USED IN ANY MANNER 0 SCREWS# 41 4"X 18 GA. STEEL 3 PLASTIC GROMMET ON OTHER PROJECTS OR EXTENSIONS TO THIS 4"X 18 GA. STEEL BRACING STUDS @ 16" OC scale: 1/4"= 1'-0" PROJECT WITHOUT THE PRIOR WRITTEN AT 48" O.C. (PROVIDE CONT. CONSENT OF STARBUCKS CORPORATION. BRIDGING W/2-#10 SCREW TO W//4 1 JOISTS. 5/8" GYP. BD, TYP THESE DRAWINGS AND SPECIFICATIONS ARE EA. BRACE WHEN BRACE IS INTENDED TO EXPRESS DESIGN INTENT FOR A MORE THAN 12'-0" IN LENGTH). TWO (2) NO. 12 GAUGE WIRES MUST BE LATERAL FORCE BRACING MEMBERS MUST BE PROTOTYPICAL STARBUCKS STORE (WHICH IS SECURED FROM LIGHT& MECHANICAL SPACED A MIN OF 6" FROM ALL HORIZONTAL SUBJECT TO CHANGE AT ANYTIME)AND DO NOT FIXTURES AT OPPOSING CORNERS __ PIPING OR DUCT WORK THAT IS NOT PROVIDED REFLECT ACTUAL SITE CONDITIONS. NEITHER ALONG THE FIXTURE'S DIAGONAL. ___ W/BRACING RESTRAINTS FOR HORIZ FORCES. PARTY SHALL HAVE ANY OBLIGATION NOR WIRES MAY BE SLACK. BRACING WIRES MUST BE ATTACHED TO THE LIABILITY TO THE OTHER (EXCEPT STATED GRID &TO THE STRUCTURE IN SUCH A MANNER ABOVE) UNTIL A WRITTEN AGREEMENT IS FULLY NOTE: -------------------- THAT THEY CAN SUPPORT A DESIGN LOAD OF EXECUTED BY BOTH PARTIES. FOUR NO. 12 GAUGE WIRES MUST BE NOT LESS THAN 200 POUNDS OR THE ACTUAL SECURED TO THE MAIN RUNNER WITHIN 2" LOAD, WHICHEVER IS GREATER, WITH A SAFETY STARBUCKS TEMPLATE VERSION: i2020-01-31.1 4"X 18 GA. STEEL BRACING OF THE CROSS RUNNER INTERSECTION FACTOR OF 2. AT 4AND SPLAYED 90 DEGREES FROM EACH 4"X 18 GA LEDGER 4"X 18 GA BRIDGING W/2-#10 SCREW TO 4"X 18 GA ARCHITECT OF RECORD N O.C. (PROVIDE CONT. OTHER AT AN ANGLE NOT EXCEEDING 45 LIGHT FIXTURE + + — W/(2)#10 X 3" LONG + BLOCKING, TYP EA. BRACE WHEN BRACE IS + BLOCKING, TYP DEGREES FROM THE PLANE OF THE WOOD SCREWS AT + MORE THAN 12'-0" IN LENGTH). + CEILING. (MAY BE SLACK) (LESS THAN 56 LBS) o • EACH (E) STUD, TYP. � U NO. 12 GAUGE WIRES WITHIN 3" OF ----------- 3" MAX ALL 4 CORNERS. • ..;...- a ., m r i r PROVIDE MINIMUM OF 2 SCREWS AT c g a c h't e c u e OPPOSITE CORNERS OF SUPPORT WIRES, OR SCREW ON T-BAR NOTE: 15635 Alton Parkway, Suite 100, Irvine, CA 92618 4"X 18 GA. STEEL STUDS AT 16" PROVIDE EARTHQUAKE P:949.553.1117 F:949.474.7056 SIDE AND EACH STUD. TYP. #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. SEE 1/I-1107 FOR ARCHITECT STAMP 5/8" GYP. BD, TYP HEIGHT OF SOFFIT SED A SUSPENDED Cj ,,E WIN / CEILING GRID tc,A -41839 9 SOFFIT DETAIL 7 CEILING LIGHT DETAIL 9' ' scale: 1 1/2" = V-0" scale: 3/8" = V-0" �� FFOQ•�~P CALL 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 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 \ OC NW/4 WIRES SPLAYED 90 REQ'D 3/4" DIAMETER STRUT 12'-0" deg IN 4 DIRECTIONS (45° o MAX FROM CEILING PLANE) 1" DIAMETER STRUT 18'-0" 12 GA. VERTICAL co HANGER WIRE AT 4'-0" 90 90° TYPE "S" SCREW SINGLE 2 1/2"x 20 GAUGE METAL STUD (I MIN. = 0.18") 11'-6" ° EACH — # 0 • 2'-0" @ 8" OC BACK-TO-BACK 2 1/2"x 20 GAUGE METAL STUD SCREWED 15-0" WAY WITH MIN. 3 TIGHT MAX TOGETHER @ 24" O.C. } TURNS 1-1/2"AT BOTH 20 GAUGE ENDS OF WIRE (TYP.) U FURRING o 0 HEAVY DUTY PER ASTM AC -B5 &ASTM SYSTEMAR a--+ J 12 GA WIRE HANGER @ 48" O.C. E CHANNEL @ O O o o EA. WAY. FIRST POINT TO BE 8" 24" OC 636. SEC 1613.1 CBC. _ z DI CROSS RUNNERS FROM WALL. N D VERTICAL COMPRESSION STRUT z Ln U o AND BRACING WIRES @ 12'-0" O.C. — O =,I MAX. EACH WAY. FIRST POINT TO U Q fi fi fi • o BE WITHIN 6-0" FROM EACH WALL. _ a sr FASTENER TO MAIN RUNNER& (!) Q U Z 20 GAUGE WIRE S° STRUCTURE E X 2 �� q' r MACHINE BOLTS. VSEE WITH 4. W .� LU Z Z LJJ C) MAIN RUNNERS — — — — — 1-1/2"20 GAUGE 2" MAX. FROM BRACING Q 0 O m " MAX COLD ROLLED WIRES TO CROSS TEES z Q Q 06 12 GA. BRACING WIRE WITH MIN. STEEL @ 48" OC �� 0 Ax 0 BRACING WIRES TO BE ATTACHED 4 TIGHT TURNS IN 1-1/2"AT U W U 0 - 6'-0" 12'-0" OC 5/8" FIRE-RATED �+ @MAX OF 45 DEGREES. MIN OF 4 W W � BOTH ENDS OF WIRE (TYP.)AT oo z —I GYP, ALL EDGES TIGHT TURNS IN 1-1/2" @ BOTH U-) EACH VERTICAL STRUT MAX SUPPORTED � .� O LO O oo 75 AT TWO ADJACENT .;' GYPSUM BOARD DETAIL `� X ENDS OF ALL BRACING WIRE TYP. d ' d � U) U) C.0 NOTES: WALLS. SEE NOTE 2CY) v � MAIN RUNNER @ 4'-0" O.C. NI REFLECTED CEILING PLAN scale: 1/4" = V-0" X 1. SUSPENDED ACOUSTICAL CEILING SYSTEM SHALL BE m STORE #: 20685 INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF SHIM AS NEEDED LARR#25764 �I ASTM C 635 AND ASTM C 636. ICC ER#1222 PROJECT #: 59335-039 It� 2. BRACING WIRES SECURED TO MAIN RUNNERS WITHIN 2" OF LINE OF WALL CROSS TEE @ 2'-0" O.C. ISSUE DATE: CHECKSET 6-0" MAX. -., -6'-0" MAX. OR 1'-0" O.C. AS SHOWN THE CROSS RUNNER INTERSECTION AND SPLAYED 90° FROM DESIGN MANAGER: J.RAMOS cV 12'-0" MAX. 12'-0" MAX. ATTACHMENT CLIP NOTES: EACH OTHER AT AN ANGLE NOT EXCEEDING 45° FROM THE PRODUCTION DESIGNER: S.KIM PLANE OF THE CEILING8" MAX 8" MAX 1. ALL 24"X48" CEILING LIGHT FIXTURES &24"X24" HVAC AIR REGISTERS SHALL BE CHECKED BY: SUPPORTED BY A MINIMUM OF (2) HANGERS @ OPPOSITE CORNERS. CEILING SYSTEM SHALL E 3. IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF MAIN T-GRID (USG NOT SUPPORT OTHER ITEMS. MCG PROJECT#: 21324 � THE CEILING GRID SHALL BE ATTACHED TO A MINIMUM 2"WIDE M DX26,BLACK COLOR) MCG PROJ. MANAGER: J.SPENCER O CLOSURE ANGLE. THE OTHER END IN EACH HORIZONTAL 2. ALL INTERIOR WALL &CEILING FINISHES SHALL BE INSTALLED TO CLASS III FLAME SPREAD. LU w DIRECTION SHALL HAVE 0.75" CLEARANCE FROM THE WALL AND � ~O NO. 12 GA MIN MCG PROJ. SPECIALIST: E 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 _�e ANGLE. WIRE, SEE NOTE 3 REQUIRED BY LOCAL BUILDING DEPARTMENT. Revision Schedule (D O O 4. WHEN THE DISTANCE BETWEEN THE STRUCTURAL DECK AND `� '� 4. COMPRESSION STRUTS : STEEL SECTION ATTACH TO MAIN RUNNERS WITH 1/4" MACHINE Rev Date By Description U) THE CEILING EXCEEDS 4", THE SPACING OF THE VERTICAL C7 ACOUSTICAL TILE I BOLT AND TO STRUCTURE WITH 3/16" DIAMETER POWER DRIVEN STUD. COMPRESSION STRUT HANGERS SHALL NOT EXCEED 2' O.C. ALONG THE ENTIRE MEANS = CEILING ON SUSPENDED .75"AT TWO SHALL NOT REPLACE HANGER WIRE. b OF EGRESS SERVICING THE OCCUPANT LOAD OF 30 OR MORE, 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. 75 DEFLECTIONS, SPRINKLER HEADS AND OTHER PENETRATIONS, E: D_ SHOW A 2" OVERSIZED RING, SLEEVE OR ADAPTER THROUGH 2" MIN WALL ANGLE 6. CLOSURE ANGLE SHALL BE A MINIMUM OF 2". SHEET TITLE: THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST GRID)(INSTALLED 1/4" BELOW MAIN CEILING DETAILS 1" IN ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY SWING 7. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LESS THAN 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 c� 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 O SEC 13.5.6.2.2. SLIDE ON A CLOSURE ANGLE. TYPICAL SUSPENDED CEILING VERTICAL & LATERAL SUPPORT T-BAR TO WALL DETAIL T-BAR CEILING DETAIL SHEET NUMBER: 5 5 scale: 6"= 1'-0" scale: 1/4"= 1'-0"