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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, `1�v TYP. �`O� 1/2" GYP BD PENDANT LIGHT FIXTURE ©2020 STARBUCKS COFFEE COMPANY SUPPORT OR SIMILAR SUPPORT STARBUCKS' (E) (E) ROOF ROOF �`ci� 2401 UTAH AVENUE SOUTH FRAMING FRAMING P PENDANT LIGHT FIXTURE OR SEATTLE, WASHINGTON 98134 4"X 18 GA. STEEL BRACING �� SIMILAR PENETRATION (206) 318-1575 AT 48" O.C. (PROVIDE CONT. BRIDGING W/2410 SCREW TO EA. BRACE WHEN BRACE IS THESE DRAWINGS AND THE PROJECT MANUAL MORE THAN 12'-0" IN LENGTH). ARE CONFIDENTIAL AND SHALL REMAIN THE SOLE PROPERTY OF STARBUCKS CORPORATION, WHICH IS THE OWNER OF THE COPYRIGHT IN THIS WORK. THEY SHALL NOT REPRODUCEDBE USEDI 4"X 18 GA. STEEL PLASTIC GROMMET SHARED WITH THIRD PARTIES OR IN ANY 4"X 18 GA. STEEL BRACING 3 MANNER ON OTHER PROJECTS OR AT 48" O.C. (PROVIDE CONT. STUDS @ 16" OC scale: 1/4"= 1'-0" W/4#10 SCREWS EXTENSIONS TO THIS PROJECT WITHOUT THE BRIDGING W/2410 SCREW TO TO (E)JOISTS. 5/8" GYP. BD, TYP PRIOR WRITTEN CONSENT OF STARBUCKS EA. BRACE WHEN BRACE IS CORPORATION. THESE DRAWINGS AND MORE THAN 12'-0" IN LENGTH). TWO (2) NO. 12 GAUGE WIRES MUST BE LATERAL FORCE BRACING MEMBERS MUST BE SPECIFICATIONS ARE INTENDED TO EXPRESS SECURED FROM LIGHT& MECHANICAL SPACED A MIN OF 6" FROM ALL HORIZONTAL DESIGN INTENT FOR A PROTOTYPICAL FIXTURES AT OPPOSING CORNERS __ PIPING OR DUCT WORK THAT IS NOT PROVIDED STARBUCKS STORE (WHICH IS SUBJECT TO ALONG THE FIXTURE'S DIAGONAL. W/BRACING RESTRAINTS FOR HORIZ FORCES. CHANGE AT ANYTIME)AND DO NOT REFLECT WIRES MAY BE SLACK. BRACING WIRES MUST BE ATTACHED TO THE ACTUAL SITE CONDITIONS. NEITHER PARTY GRID &TO THE STRUCTURE IN SUCH A MANNER SHALL HAVE ANY OBLIGATION NOR LIABILITY TO NOTE: -----_-------------- jib- THAT THEY CAN SUPPORT A DESIGN LOAD OF THE OTHER (EXCEPT STATED ABOVE) UNTIL A FOUR NO. 12 GAUGE WIRES MUST BE NOT LESS THAN 200 POUNDS OR THE ACTUAL WRITTEN AGREEMENT IS FULLY EXECUTED BY SECURED TO THE MAIN RUNNER WITHIN 2" LOAD, WHICHEVER IS GREATER, WITH A SAFETY BOTH PARTIES. 4"X 18 GA. STEEL BRACING OF THE CROSS RUNNER INTERSECTION FACTOR OF 2. AT 48" O.C. (PROVIDE CONT. AND SPLAYED 90 DEGREES FROM EACH STARBUCKS TEMPLATE VERSION: i2020-01-31.1 4"X 18 GA LEDGER + 4"X 18 GA BRIDGING W/2-#10 SCREW TO + 4"X 18 GA OTHER AT AN ANGLE NOT EXCEEDING 45 W/(2)#10 X LONG + BLOCKING, TYP EA. BRACE WHEN BRACE IS + BLOCKING, TYP DEGREES FROM THE PLANE OF THE LIGHT FIXTURE WOOD SCREWS AT + MORE THAN 12'-0" IN LENGTH). + CEILING. (MAY BE SLACK) (LESS THAN 56 LBS) EACH (E) STUD, TYP. ARCHITECT OF RECORD NO. 12 GAUGE -------- U �_ _� � � • WIRES WITHIN 3" OF - ---- ---------- > o - - -3" MAX °' ALL 4 CORNERS. U- " PROVIDE MINIMUM OF 2 SCREWS AT OPPOSITE CORNERS OF SUPPORT - WIRES, OR SCREW ON T-BAR � NOTE: #10 SMS AT EACH 4 #10 SMS. — 4"X 18 GA. STEEL STUDS AT 16" SAFETY CLIPS E SIDES-B ENDS. PROVIDE EARTHQUAKE m c g a r c h i t e c u re ( ) O.C. WITH 4 -#10 SCREWS, TYP CLIPS &WIRES AS REQ'D. 1 35 Alton Parkway, Suite 1 Irvin A 2 18 SIDE AND EACH STUD. TYP. 56 o y, Su 00, e,C 9 6 SEE 1/I-1107 FOR � 5/8" GYP. BD, TYP HEIGHT OF SOFFIT P: 949.553.1117 F: 949.474.7056 SUSPENDED CEILING GRID ARCHITECT STAMP USED A Cy SOFFIT DETAIL CEILING LIGHT DETAIL P�EWiN�` %. Scale: 1 1/2"= V-0" Scale: 3/8" = V-0" -11839 VERTICAL STRUT @ 12" O.C. MAX. EACH COMPRESSION STRUT GUIDELINES 9j` tiP WAY WITH FIRST POINT TO BE WITHIN 6" NOTE: FROM EACH WALL FASTENED TO MAIN 8 GA HANGER WIRE TO VERIFY ASSEMBLY WITH TRUSS COMPRESSION STRUT SIZE MAXIMUM LENGTH F CALIFO 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 XQ MAX FROM CEILING PLANE) 1" DIAMETER STRUT 18'-0" 12 GA. VERTICAL cfl SINGLE 2 1/2"x 20 GAUGE METAL STUD (I MIN. = 0.18") 11'-6" HANGER WIRE AT 4'-0" 900 90° TYPE "S" SCREW EACH ♦ t # 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.) FURRING @ o HEAVY DUTY T-BAR SYSTEM 12 GA WIRE HANGER PER ASTM AC 635 &ASTM AC 48" O.C. CHANNEL @ E - 24" OC 636. SEC 1613.1 CBC. EA. WAY. FIRST POINT TO BE 8" cin CROSS RUNNERS FROM WALL. Q VERTICAL COMPRESSION STRUT > �/ o AND BRACING WIRES @ 12'-0" O.C. MAX. EACH WAY. FIRST POINT TO LU a fi fi fi o i BE WITHIN 6'-0" FROM EACH WALL. 2 CV U o srs° FASTENER TO MAIN RUNNER& ,max 20 GAUGE WIRE ° I �Lj STRUCTURE ABOVE WITH 1/4" W < (V rn 2 �� \�" MACHINE BOLTS. SEE NOTE 4. z 06 MAIN RUNNERS — — — t — — — 0 1-1/2"20 GAUGE I 2" MAX. FROM BRACING N COLD ROLLED I J 111 8" MAX STEEL @ 48" OC I WIRES TO CROSS TEES w � Q 75 12 GA. BRACING WIRE WITH MIN. 4 TIGHT TURNS IN 1-1/2"AT 2 BRACING WIRES TO BE ATTACHED W � LL BOTH ENDS OF WIRE (TYP.)AT - 6'-0" 12'-0"OC 5/8" FIRE-RATED �. @ MAX OF 45 DEGREES. MIN OF 4 W � 10 or GYP, ALL EDGES TIGHT TURNS IN 1-1/2" @BOTH Q EACH VERTICAL STRUT MAXSUPPORTED ENDS OF ALL BRACING WIRE TYP. z Q O7 0 Q 75 AT TWO ADJACENT GYPSUM BOARD DETAIL x `� Q ~ ~ m NOTES: WALLS. SEE NOTE 2 `t g U U O Q 5 MAIN RUNNER @ 4'-0" O.C. W W CO ~ REFLECTED CEILING PLAN scale: 1/4"= 1'-0" m 1. SUSPENDED ACOUSTICAL CEILING SYSTEM SHALL BE O O O O U) INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF SHIM AS NEEDED LARR#2576 w I ASTM C 635 AND ASTM C 636. ICC ER#122 rn O LINE OF WALL CROSS TEE @ 2'-0" O.C. O 2. BRACING WIRES SECURED TO MAIN RUNNERS WITHIN 2" OF 6'-0" MAX.- 6'-0" MAX. OR 1'-0" O.C. AS SHOWN STORE #: 65246 O N THE CROSS RUNNER INTERSECTION AND SPLAYED 90° FROM 12'-0" MAX. 12'-0" MAX. ATTACHMENT CLIP NOTES: 4 EACH OTHER AT AN ANGLE NOT EXCEEDING 45° FROM THE ATTACHMENT #: 88584-001 N PLANE OF THE CEILING 1. ALL 24"X48" CEILING LIGHT FIXTURES &24"X24" HVAC AIR REGISTERS SHALL BE o CD 1-29-21 8" MAX 8" MAX E � MAIN T-GRID USG SUPPORTED BYA MINIMUM OF (2) HANGERS @OPPOSITE CORNERS. CEILING SYSTEMS ALL ISSUE DATE: 50% 3. IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF ( NOT SUPPORT OTHER ITEMS. DESIGN MANAGER: J. RAMOS v ,THE CEILING GRID SHALL BE ATTACHED TO A MINIMUM 2"WIDE DX26PRODUCTION DESIGNER: CLOSURE ANGLE. THE OTHER END IN EACH HORIZONTAL `U BLACK COLOR) 2. ALL INTERIOR WALL& CEILING FINISHES SHALL BE INSTALLED TO CLASS III FLAME SPREAD.Q w w CHECKED BY: SKIM DIRECTION SHALL HAVE 0.75" CLEARANCE FROM THE WALL AND w � NO. 12 GA MIN V SHALL REST UPON AND BE FREE TO SLIDE ON A CLOSURE Oz VERTICAL HANGER 3. 45 DEGREE BRACE WIRES &COMPRESSION STUDS ARE TO BE PROVIDED ONLY IF U) ANGLE. WIRE, SEE NOTE 3 REQUIRED BY LOCAL BUILDING DEPARTMENT. Revision Schedule N 4. WHEN THE DISTANCE BETWEEN THE STRUCTURAL DECK AND = '� '� O O 4. COMPRESSION STRUTS : STEEL SECTION ATTACH TO MAIN RUNNERS WITH 1/4" MACH114E Rev Date By Description THE CEILING EXCEEDS 4", THE SPACING OF THE VERTICAL 0 ACOUSTICAL TILE BOLT AND TO STRUCTURE WITH 3/16" DIAMETER POWER DRIVEN STUD. COMPRESSIONS RUT HANGERS SHALL NOT EXCEED 2' O.C. ALONG THE ENTIRE MEANS = CEILING ON SUSPENDED .75"AT TWO SHALL NOT REPLACE HANGER WIRE. U 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 EXCEE ING 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 Q SHOW A 2" OVERSIZED RING, SLEEVE OR ADAPTER THROUGH (INSTALLED 1/4" BELOW MAIN 6. CLOSURE ANGLE SHALL BE A MINIMUM OF 2". SHEET TITLE: THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST GRID) CEILING DETAILS 1" IN ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY SWING 7. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LESS T AN 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 O 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 TD SCALE: AS SHOWN j SEC 13.5.6.2.2. SLIDE ON A CLOSURE ANGLE. O SHEET NUMBER: N It 13 TYPICAL SUSPENDED CEILING VERTICAL & LATERAL SUPPORT 46 T-BAR TO WALL DETAIL 1 , T-BAR CEILING DETAIL 1505 N Scale: 1/8"= V-0" Scale: 6" = 1'-0" scale: 1/4" = 1'-0"