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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 v A` 1/2" GYP BD + PENDANT LIGHT FIXTURE ©2011 STARBUCKS COFFEE SUPPORT OR SIMILAR SUPPORT STARBUCKS COFFEE (E) ROOF (E) ROOF FRAMING FRAMING ` COMPANY CJ PENDANT LIGHT FIXTURE OR 2401 UTAH AVENUE SOUTH 4" X 18 GA. STEEL BRACING �� SIMILAR PENETRATION AT 48" O.C. (PROVIDE CONT. , SEATTLE, WASHINGTON 98134 BRIDGING W/2-#10 SCREW TO (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. PLASTIC GROMMET THEY SHALL NOT BE REPRODUCED (IN WHOLE OR IN 4" X 18 GA. STEEL PART), SHARED WITH THIRD PARTIES OR USED IN AN 4" X 18 GA. STEEL BRACING STUDS@ 16" OC MANNER ON OTHER PROJECTS OR EXTENSIONS TO W/4#10 SCREWS AT 48" O.C. (PROVIDE CONT. scale: 1/4" = 1'-0" THIS PROJECT WITHOUT THE PRIOR WRITTEN BRIDGING W/2410 SCREW TO TO (E) JOISTS. 5/8" GYP. BD, TYP CONSENT OF STARBUCKS CORPORATION. THESE 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 j 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 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 �I 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. 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 >_ 4" X 18 GA. STEEL BRACING OF THE CROSS RUNNER INTERSECTION FACTOR OF 2. ARCHITECT OF RECORD AND SPLAYED 90 DEGREES FROM EACH U oZS AT 48" O.C. (PROVIDE CONT. i 4" X 18 GA LEDGER + 4"X 18 GA + 4" X 18 GA OTHER AT AN ANGLE NOT EXCEEDING 45 W/ (2) #10 X 3" LONG BRIDGING W/2 #10 SCREW TO LIGHT FIXTURE G > _ • + BLOCKING, TYP EA. BRACE WHEN BRACE IS + BLOCKING, TYP DEGREES FROM THE PLANE OF THE > o — ? WOOD SCREWS AT + MORE THAN 12'-0" IN LENGTH). + CEILING. (MAY BE SLACK) (LESS THAN 56 LBS) EACH (E) STUD, TYP. N C) d + e NO. 12 GAUGE -- IN.40 ------- co WIRES WITHIN 3" OF ----------- -� 3" MAX T a ALL 4CORNERS. AT mcg architecur X 111 Pacifica, Suite 280, Irvin, CA 92618 m OPPOSITE CORNERS OF SUPPORT P:949.553.1117 F:949.474.7056 � / WIRES, OR SCREW ON T-BAR NOTE: I ' ' / 4" X 18 GA. STEEL STUDS AT 16" PROVIDE EARTHQUAKE N #10 SMS AT EACH (4) #10 SMS. SAFETY CLIPS AT SIDES OR ENDS. M SIDE AND EACH STUD. TYP. O.C. WITH 4 -#10 SCREWS, TYP CLIPS &WIRES AS REQ'D. ARCHITECT STAMP rn SEE 1/I-1107 FOR �� aR _ 5/8" GYP. BD, TYP HEIGHT OF SOFFIT SUSPENDED Wr T U) W CEILING GRID n S yk ti °C 1 SOFFIT DETAIL 7 CEILING LIGHT DETAIL pU"E'2019�a,� 0 scale: 1 1/2"= 1'-0" Scale: 3/8" = 1'-0" F U M VERTICAL STRUT @ 12" O.C. MAX. EACH COMPRESSION STRUT GUIDELINES v WAY WITH FIRST POINT TO BE WITHIN 6" NOTE: Q FROM EACH WALL FASTENED TO MAIN 8 GA HANGER WIRE TO VERIFY ASSEMBLY WITH TRUSS COMPRESSION STRUT SIZE MAXIMUM LENGTH Np 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" p deg IN 4 DIRECTIONS (45° Cz 12 GAo XQ MAX FROM CEILING PLANE) 1" DIAMETER STRUT 18'-0" . VERTICALID 2 1/2"x 20 GAUGE METAL STUD (I MIN. = 0.18") 11' 6" LL1 U EACH ER WIRE AT 4'-0' 90o� 90o t f • TYPE "S" SCREW I WAY WITH MIN. 3 TIGHT MAX @ 8 OC TOGETHERBACK-TO-BACK @ 24" O Cx 20 GAUGE METAL STUD SCREWED 15'-0" v TURNS 1-1/2"AT BOTH 20 GAUGE 2 ENDS OF WIRE (TYP.) U FURRING HEAVY DUTY T-BAR SYSTEM O o CHANNEL @ 12 GA WIRE HANGER @ PER ASTM AC 635 & ASTM AC -- 48" O.C. W co � �I0 636. SEC 1613.1 CBC. EA. WAY. FIRST POINT TO BE 8" rn (o 24"OC / FROM WALL. L0 CROSS RUNNERS N / T _ VERTICAL COMPRESSION STRUT O Q E o AND BRACING WIRES @ 12'-0"O.C. W o MAX. EACH WAY. FIRST POINT TO 0 Z U } Cn Q c fi fi o BE WITHIN 6'-0" FROM EACH WALL. LU O g a A FASTENER TO MAIN RUNNER & 06 06 ° X LO � o 20 GAUGE WIRE o S"2j STRUCTURE ABOVE WITH 1/4" < z Q 0 2" � D� q� MACHINE BOLTS. SEE NOTE 4. z z Q D U 0 MAIN RUNNERS 1 1/2" 20 GAUGE �P� 2" MAXWIRES TO CROSS TEES. FROM BRACING W LU /// COLD ROLLED U U C) X STEEL @ 48" OC W co 12 GA. BRACING WIRE WITH MIN. — Q 8" MAX BRACING WIRES TO BE ATTACHED Q Z Q m00 Q 4 TIGHT TURNS IN 1-1/2"AT 6'-0" 12'-0"OC 5/8" FIRE-RATED 1 . @ MAX OF 45 DEGREES. MIN OF 4 � � N r BOTH ENDS OF WIRE (TYP.) AT / D- D- r GYP, ALL EDGES TIGHT TURNS IN 1-1/2" @BOTH X EACH VERTICAL STRUT P m MAX 75 AT TWO ADJACENT SUPPORTED v o x ENDS OF ALL BRACING WIRE TYP. �I LO NOTES: WALLS. SEE NOTE 2 5 GYPSUM BOARD D ETA I L X rr STORE #: 11830 MAIN RUNNER @ 4'-0" O.C. N REFLECTED CEILING PLAN Scale: 1/4" = 1' o" PROJECT #: 37913-049 1. SUSPENDED ACOUSTICAL CEILING SYSTEM SHALL BE p INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF SHIM AS NEEDED LARK#25764 CASEWORK CONCEPT: CORE U) ASTM C 635 AND ASTM C 636. ICC ER#1222 ISSUE DATE: Y LINE OF WALL CROSS TEE @ 2'-0" O.C. PROGRAM MANAGER: M.DREBIKA () 2. BRACING WIRES SECURED TO MAIN RUNNERS WITHIN 2"OF OR 1' 0" O.C. AS SHOWN THE CROSS RUNNER INTERSECTION AND SPLAYED 90° FROM 6'-0" MAX. 6'-0" MAX. STORE DESIGNER: T.MARINIC m o 12' - 0" MAX. 12' - 0" MAX. ATTACHMENT CLIP NOTES: 00 EACH OTHER AT AN ANGLE NOT EXCEEDING 45 FROM THE LEEDOAP: N/A PLANEOF THE CEILING 1. ALL 24"X48" CEILING LIGHT FIXTURES & 24"X24" HVAC AIR REGISTERS SHALL BE < 8" MAX 8" MAX CHECKED BY: MAIN T GRID (USG SUPPORTED BY A MINIMUM OF (2) HANGERS @ OPPOSITE CORNERS. CEILING SYSTEM SHALL U) 3. IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF NOT SUPPORT OTHER ITEMS. MCG PROJECT#: 19232 p THE CEILING GRID SHALL BE ATTACHED TO A MINIMUM 2"WIDE DX26, MCG PROJ. MANAGER: C.LEE C) BLACK COLOR) CLOSURE ANGLE. THE OTHER END IN EACH HORIZONTAL w w 2. ALL INTERIOR WALL& CEILING FINISHES SHALL BE INSTALLED TO CLASS III FLAME SPREAD. MCG PROJ. SPECIALIST: SPARK 4 j DIRECTION SHALL HAVE 0.75" CLEARANCE FROM THE WALL AND U) ~O so NO. 12 GA MIN 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 o ANGLE. A WIRE, SEE NOTE 3 REQUIRED BY LOCAL BUILDING DEPARTMENT. Revision Schedule rn 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 r THE CEILING EXCEEDS 4", THE SPACING OF THE VERTICAL 0 ACOUSTICAL TILE BOLT AND TO STRUCTURE WITH 3/16" DIAMETER POWER DRIVEN STUD. COMPRESSION STRUT N HANGERS SHALL NOT EXCEED 2'O.C. ALONG THE ENTIRE MEANS m: CEILING ON SUSPENDED .75"AT TWO SHALL NOT REPLACE HANGER WIRE. 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 Ln — COMPRESSION STRUT CEILING PANEL INTERSECTION AND SPLAYED 90 DEGREES FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 75 5. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATER z_ 45 DEGREES FROM THE PLANE OF THE CEILING. Q DEFLECTIONS, SPRINKLER HEADS AND OTHER PENETRATIONS, SHOW A 2" OVERSIZED RING, SLEEVE OR ADAPTER THROUGH — I MIN WALL ANGLENSTALLED 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 (I � 1" IN ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY A SWING GRID) 7. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LESS THAN CEILING DETAILS 0 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 r ALL HORIZONTAL DIRECTIONS IS PERMITTED TO BE PROVIDED AT INSTALLATION AS RECOMMENDED ATTACHED TO THE CLOSURE ANGLE. THE OTHER END IN EACH HORIZONTAL DIRECTION rn 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 I SCALE:AS SHOWN CD SEC 13.5.6.2.2. SLIDE ON A CLOSURE ANGLE. N SHEET NUMBER: co 13 TYPICAL SUSPENDED CEILING VERTICAL & LATERAL SUPPORT 46 T-BAR TO WALL DETAIL j) T-BAR CEILING DETAIL 1505 r scale: 1/8"= 1'-0" scale: 6" = 1'-0" scale: 1/4 = 1 -0