|
FASTEN TO STRUCTURE PER CISCA 3.4 EXCEPT AS INDICATED IN DETAILS C AND F,COMPONENTS OF FASTEN TO STRUCTURE PER CISCA 3-4 EXCEPTAS INDICATED IN DETAILS C AND F,COMPONENTS OF
<br /> (FIGURES 2,3,4,AND 5)AS MODIFIED BY MECHANICAL,ELECTRICAL,PLUMBING AND FIRE PROTECTION (FIGURES 2,3,4,AND 5)AS MODIFIED BY MECHANICAL,ELECTRICAL,PLUMBING AND FIRE PROTECTION SHALL
<br /> ASCE 7-05.SECTION 13.5.6.2.2 SHALL BE INDEPENDENTLY SUPPORTED AND BRACED FROM ASCE 7-05.SECTION 13.5.6.2.2 BE INDEPENDENTLY SUPPORTED AND BRACED FROM STRUCTURE W
<br /> STRUCTURE
<br /> N
<br /> HANGAR WIRE AT EACH PERIMETER \ / / i; HANGAR WIRE AT EACH PERIMETER MAIN / ©%o se comcnrvr
<br /> >00 MAIN TEE AND PERIMETER CROSS TEE TEE AND PERIMETER CROSS TEE WHERE HANGAR WIRES /
<br /> WHERE THAN
<br /> / STARBUCKSR
<br /> >00 12 GAGE MINIMUM HANGAR ARE MORE THAN 1:6 OUT- / � 12 GAGE MINIMUM HANGAR ARE MORE THAN 1:8 OUT- / / � � � O
<br /> WIRES AT 4'-0"OC EACH OF-PLUMB,PROVIDE CLEAR AT ONE END IN EACH DIRECTION. WIRES AT 4'-0"OC EACH OF-PLUMB,PROVIDE
<br /> 3/4"CLEAR AT ONE END IN EACH DIRECTION. DIRECTION-NO MORE THAN 1:6 COUNTER-SLOPING WIRES DO NOT FASTEN THIS END TO THE CLOSURE DIRECTION-NO MORE THAN COUNTER-SLOPING O 2401 UTAH AVENUE SOUTH
<br /> DO NOT FASTEN THIS END TO THE CLOSURE OUT-OF-PLUMB,TYPICAL O O ANGLE.AT OTHER END IN EACH DIRECTION, 1:8 OUTAF-PLUMB,TYPICAL WIRES O O seesSEATTLE,WASHINGTON 98134
<br /> FASTEN TEES TO CLOSURE ANGLE.
<br /> ANGLE,AT OTHER END IN EACH DIRECTION, ` (206)318-1575
<br /> FASTEN TEES TO CLOSURE ANGLE. STABILIZER BAR TO MAINTAIN PERIMETER WIRE LOOPED AND WRAPPED r
<br /> WIRE LOOPED AND WRAPPED MAINTAIN HANGAR WIRE METAL-FRAMED TRAPEZE>00 TEE SPACING AROUND ITSELF 3 TIMES 1 THESE DRAWINGS AND THE PROJECT MANUAL
<br /> AROUND ITSELF 3 TIMES MINIMUM SPACING AND CAPACITY AS NECESSARY TO AVOID MINIMUM AT EACH END OF MAINTAIN HANGAR WIRE METAL-FRAMED TRAPEZE V ARE CONFIDENTIAL AND SHALL REMAIN THE
<br /> GRID SUSPENSION SYSTEM AT EACH END OF HANGAR WIRE BELOW OBSTRUCTION OBSTRUCTIONS MAIN TEE OR CROSS TEE(SUSPENSION HANGAR WIRE WITHIN A 3" SPACING AND CAPACITY AS NECESSARY TO AVOID
<br /> SYSTEM)HEAVY DUN OBSTRUCTIONS SOLE PROPERTY OF STARBUCKS
<br /> >00 WITHIN A 3"MAXIMUM LENGTH MAXIMUM LENGTH BELOW OBSTRUCTION CORPORATION,WHICH IS THE OWNER OF THE
<br /> `,. COPYRIGHT IN THIS WORK.THEY SHALL NOT
<br /> BE REPRODUC DON WHOLE OR IN PART),
<br /> >00 SHARED WITH THIRD PARTIES OR USED IN ANY
<br /> ACOUSTICAL CEILING PANELS `` MANNER ON OTHER PROJECTS OR
<br /> SB"GYPSUM BOARD r EXTENSIONS TO THIS PROJECT WITHOUT THE
<br /> 8::MAX 2 X 2 SHEET METAL ANGLE 8"MAX NOTEEAOTOpE ANGLE,MINIMUM.SEE IA PRIOR WRITTEN CONSENT OF STARBUCKS
<br /> V� CORPORATION.THESE DRAWINGS AND
<br /> COMPLY WITH ADDITIONAL PROVISIONS OF ASTM C635, SPECIFICATIONS ARE INTENDED TO EXPRESS
<br /> q ASTM C636,CISCA 3.4,AND ASCE 7-05,SECTION 13.5B. Z DESIGN INTENT FOR A PROTOTYPICAL
<br /> O STARBUCKS STORE(WHICH IS SUBJECTTO
<br /> CHANGE AT ANYTIME)AND DO NOT REFLECT
<br /> / 1 PERIMETER SUPPORT GENERAL SUPPORT ^A PERIMETER SUPPORT ' ACTUAL SITE CONDITIONS.NEITHER PARTY
<br /> A p / , / p GENERAL SUPPORT U SHALL HAVE ANY OBLIGATION NOR LIABILITY TO
<br /> ~ GYPSUM BOARD CONSTRUCTION SHALL COMPLY WITH ADDITIONAL PROVISIONS OF SBC SECTION 2508. „ NOT REQUIRED IN SEISMIC DESIGN CATAGORY THE OTHER(EXCEPT STATED ABOVE)UNTIL A
<br /> NOT REQUIRED IN SEISMIC DESIGN CATAGORY
<br /> C FOR CEILINGS LESS THAN 144 SF METAL SUSPENSION SYSTEM SHALL CONFORM WITH ASCE 7,SECTION 13.5.6.2.1,ASTM C635,ASTM C636, C FOR CEILINGS LESS THAN 144 SF WRITTEN AGREEMENT IS FULLY EXECUTED BY
<br /> BOTH PARTIES.
<br /> ASTM C754,AND CISCA 3-4. /►/
<br /> O STARBUCKS TEMPLATE VERSION:i2021.10.22
<br /> LIGHT FIXTURES WEIGHING LESS LL ARCHITECT OF RECORD
<br /> THAN 10 POUNDS SHALL BE LIGHT FIXTURES WEIGHING LESS TRAN 10
<br /> CONNECTED TO STRUCTURE ABOVE POUNDS SHALL BE CONNECTED TO STRUCTURE
<br /> BY 12 GAGE TAUT OR SLACK WIRE ABOVE BY 12 GAGE TAUT OR SLACK WIRE c - GRAPHITE
<br /> W GRAPHITE DESIGN GROUP,LLC,ARCHITECTS
<br /> LIGHT FIXTURES AND AIR TERMINALS Q 18077TH AVENUE,SUITE 700
<br /> SERVICES WEIGHING MORE THAN 56 SEATTLE,WA 98101
<br /> LIGHT FIXTURES WEIGHING MORE THAN 10 LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND ALL PENDANT LIGHT (206)224-3335
<br /> POUNDS AND LESS THAN POUNDS,AND POUNDS AND LESS THAN 56 POUNDS,AND AIR DIRECTLY FROM STRUCTURE ABOVE
<br /> AIR TERMINALS I SERVICESS FIXTURES SHALL BE SUPPORTED WEIGHING TERMINALS/SERVICES WEIGHING MORE THAN 20 USING APPROVED HANGARS Us!MORE THAN 20 POUNDS AND LESS THAN 56 POUNDS AND LESS THAN 56 POUNDS SHALL BE
<br /> POUNDS SHALL BE CONNECTED TO CONNECTED TO STRUCTURE ABOVE BY(2)STRUCTURE ABOVE BY(2)12 GAGE TAUT GAGE TAUT OR LACK WIRES ATTACHED AT 2 9335
<br /> REGf D
<br /> OR SLACK WIRES ATTACHED AT DIAGONAL DIAGONAL CORNERS
<br /> CORNERS. LIGHT FIXTURES AND AIR TERMINALS/ Z
<br /> SERVICES WEIGHING MORE THAN 56 POUNDS
<br /> AND ALL PENDANT LIGHT FIXTURES SHALL BE M�WASHNGT�ON
<br /> SUPPORTED DIRECTLY FROM STRUCTURE ` STRT
<br /> ABOVE USING APPROVED HANGARS r
<br /> LIGHT FIXTURES,AIR TERMINALS,AND SERVICES LIGHT FIXTURES,AIR TERMINALS,AND SERVICES SHALL Z
<br /> PO
<br /> SHALL BE POSITIVELY ATTACHED TO THE CEILING BE SITIVELY ATTACHED TO THE CEILING SYSTEM
<br /> SYSTEM
<br /> /^ ` LIGHT FIXTURE AND MECHANICAL SERVICE SUPPORT
<br /> V r. LIGHSUPPORTTFIXTUREANDMECHANICALSERVICE _j T
<br /> V 1
<br /> Z f—
<br /> C)O r
<br /> FOUR 12 GAGE MINIMUM WIRES SPLAYED 90 DEGREES FOUR 12 GAGE MINIMUM WIRES SPLAYED 90 ,,�xx } Q
<br /> (IN PLAN)FROM EACH OTHER AND SECURED TO MAIN DEGREES(IN PLAN)FROM EACH OTHER AND GV Q CV
<br /> RUNNER WITHIN 2"OF INTERSECTION.EACH END OF SECURED TO MAIN RUNNER WITHIN 2"OF O0
<br /> EACH WIRE TO BE LOOPED AND WRAPPED AROUND INTERSECTION.EACH END OF EACH WIRE TO BE } CS)
<br /> ITSELF 3 TIMES MINIMUM WITHIN A 3"MAX LENGTH. LOOPED AND WRAPPED AROUND ITSELF 3 TIMES
<br /> MINIMUM WITHIN A 3"MAX LENGTH. Z Q 16 Q Q
<br /> J PROVIDE CEILING EXPANSION JOINTS LU W O
<br /> Qjp�' QS° AS NECESSARY,DIVIDING CEILING INTO W
<br /> PROVIDE CEILING EXPANSION JOINTS N5 4S°,y, AREAS NO GREATER THAN 2500 SF. 8"MAX C Z C) Q
<br /> c m I
<br /> AS NECESSARY,DIVIDING CEILING INTO �4- /G r
<br /> AREAS NO GREATER THAN 2500 SF i F- U Z LU
<br /> O 0 K Q LL.I
<br /> J a m a r W
<br /> c z W STORE#: 22817
<br /> 8"MAX EACH SI
<br /> PROJECT#: 60007-039
<br /> ISSUE DATE: 10/27/2023
<br /> .FOR SPANS UP TO V-0",USE A SINGLE 20 GAGE 15/8" tt�a W DESIGN MANAGER: GRAPHITE
<br /> COMPRESSION STRUT FASTENED TO MAIN TEE WITH(2)NO 8 PRODUCTION DESIGNER:GRAPHITE
<br /> LOCATE BRACING AT 12'-0"OC EACH SCREWS AND TO STRUCTURE WITH(2)HILTI X-DNI.145 DIAX 3/4" FOR SPANS UP TO 8'-0",USE A SINGLE 20 GAGE 1 5/8" CHECKED BY: GRAPHITE
<br /> DIRECTION AND WITHIN 6'-0"OF PERIMETER
<br /> WALLS,PARTITIONS,OR EXPANSION JOINTS FOR SPANS UP TO 9'-0",USE DOUBLE COMPRESSION STRUT COMPRESSION STRUT FASTENED TO MAIN TEE WITH(2)NO 8 LOCATE BRACING AT 12'-0"OC EACH
<br /> SCREWS AND TO STRUCTURE WITH(2)HILT[X-DNI.145 DIAX 3/4". DIRECTION AND WITHIN 6'-0"OF PERIMETER Revision Schedule
<br /> FOR SPANS UP TO 9'-0",USE DOUBLE COMPRESSION STRUT. WALLS,PARTITIONS,OR EXPANSION JOINTS Rev Data By Description
<br /> LATERAL BRACING REQUIRED IF ANY OF THE FOLLOWING EXISTS:
<br /> �\ -GYPSUM BOARD CEILING THAT EXTENDS WALL-TO-WALL EXCEEDS 1000 SF /�
<br /> / C L -GYPSUM BOARD CEILING THAT DOES NOT EXTEND WALL-TO-WALL EXCEEDS 144 SF / c 1 EXPANSION JOINT FOR CEILINGS EXCEEDING 2500 SF ! C 1 LATERAL BRACING FOR CEILINGS EXCEEDING 144 SF EXPANSION JOINT FOR CEILINGS EXCEEDING 2500 SF N
<br /> C CONTRACTOR OPTION FOR CATEGORY C:PROVIDE ALTERNATIVE LATERAL r NOT REQUIRED IN SEISMIC DESIGN CATEGORY C C CONTRACTOR OPTION FOR CATEGORY C:PROVIDE ALTERNATIVE r NOT REQUIRED IN SEISMIC DESIGN CATEGORY C
<br /> BRACING DESIGN BASED ON ASCE 7 SECTION 13.3.1 AND 13.5.6.1 LATERAL BRACING DESIGN BASED ON ASCE 7 SECTION 13.3.1 AND 13.5.6.1 NU
<br /> 0 SHEET TITLE:
<br /> INTERIOR DETAILS—
<br /> nSUSPENDED GYP BD CEILING— IBC SEISMIC CATEGORY C D E F nSUSPENDED ACOUSTICAL CEILING SYSTEM— IBC DESIGN CATEGORY C D, E, F SUSPENDED CEILING
<br /> snb:1 112"=T-O" 1 SCALE:AS SHOWN
<br /> SHEETNUMBER:
<br /> 1504
<br />
|