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FASTEN TO STRUCTURE PER CISCA 3.4 EXCEPT AS INDICATED IN DETAILS C AND F,COMPONENTS OF FASTEN TO STRUCTURE PER CISCA 3.4 EXCEPT AS 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 /> ---S�Ij STRUCTURE
<br /> I
<br /> HANGAR WIRE AT EACH PERIMETER HANGAR WIRE AT EACH PERIMETER MAIN 2M STARBUCKS COFFEE COMPANY
<br /> MAIN TEE AND PERIMETER CROSS TEE WHERE HANGAR WIRES / TEE AND PERIMETER CROSS TEE WHERE HANGAR WIRES
<br /> 12 GAGE MINIMUM HANGAR ARE MORE THAN 1:6OUT. / 12 GAGE MINIMUM HANGAR ARE MORE THAN 1:6OUT• STARBUCKS°
<br /> WIRES AT 4'-0"OC EACH OF-PLUMB,PROVIDE 314"CLEAR AT ONE END IN EACH DIRECTION. WIRES AT 4'-0"OC EACH OF-PLUMB,PROVIDE O
<br /> 3/4"CLEAR AT ONE END IN EACH DIRECTION. DIRECTION-NO MORE THAN 1:6 COUNTER-SLOPING WIRES O O DO NOT FASTEN THIS END TO THE CLOSURE DIRECTION-NO MORE THAN COUNTER-SLOPING O O 2401 UTAH AVENUE SOUTH
<br /> DO NOT FASTEN THIS END TO THE CLOSURE OUT-OF-PLUMB,TYPICAL ANGLE.AT OTHER END IN EACH DIRECTION, 1:6OUT-OF-PLUMB,TYPICAL WIRES SEATTLE,WASHINGTON 98134
<br /> >00 ANGLE.AT OTHER END IN EACH DIRECTION, FASTEN TEES TO CLOSURE ANGLE. I� (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 TEE SPACING AROUND ITSELF 3 TIMES THESE DRAWINGS AND THE PROJECT MANUAL
<br /> GRID SUSPENSION SYSTEM AROUND ITSELF 3 TIMES MINIMUM SPACING AND CAPACITY AS NECESSARY TO AVOID MINIMUM AT EACH END OF MAINTAIN HANGAR WIRE METAL-FRAMED TRAPEZE ,+
<br /> 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 U ARE CONFIDENTIAL AND SHALL REMAIN THE
<br /> WITHIN A3"MAXIMUM LENGTH SYSTEM)HEAW DUTY MAXIMUM LENGTH BELOW OBSTRUCTION OBSTRUCTIONS SOLE PROPERTY OF STARBUCKS
<br /> CORPORATION,WHICH IS THE OWNER OF THE
<br /> COPYRIGHT IN THIS WORK.THEY SHALL NOT
<br /> a/ BE REPRODUCED(IN WHOLE OR IN PART),
<br /> . ..: -...:.,.,. - .,- •.:,*•. ,, SHARED WITH THIRD PARTIES OR USED IN ANY
<br /> 5I8"GYPSUM BOARD ACOUSTICAL CEILING PANELS MANNER ON OTHER PROJECTS OR
<br /> EXTENSIONS TO THIS PROJECT WITHOUT THE
<br /> 2X 2 CLOSURE ANGLE,MINIMUM.SEE ,A 8"N1AX 2X2SHEET METAL ANGLE I.,MAX NOTE AT TOP N PCOR ORATIONRIOR WRITTEN CTTHESE DRAWINGS AND
<br /> COMPLY WITH ADDITIONAL PROVISIONS OF ASTM C635,
<br /> ASTM C636,CISCA 3-4.AND ASCE 7-05,SECTION 13.5.6. Z SP DESIGN F N INTENT OR ACIFICATIONS AREENDED PROTOTYP CA PRESS
<br /> STARBUCKS STORE(WHICH IS SUBJECT TO
<br /> O
<br /> � CHANGE AT ANYTIME)AND DO NOT REFLECT
<br /> ,++ ACTUAL SITE CONDITIONS.NEITHER PARTY
<br /> ^ PERIMETER SUPPORT r/D \ GENERAL SUPPORT PERIMETER SUPPORT p GENERAL SUPPORT V THALL HAVE HE OTHER(EXCEPT OBLIGATION ATED ABOVE)UNTIL LIABILITY AO
<br /> Y GYPSUM BOARD CONSTRUCTION SHALL COMPLY WITH ADDITIONAL PROVISIONS OF SBC SECTION 2508.
<br /> WRITTEN AGREEMENT IS FULLY EXECUTED BY
<br /> SUSPENSION SYSTEM SHALL CONFORM WITH ASCE 7,SECTION 13.5.8.2.1,ASTM C635,ASTM C838,
<br /> ASTM C754,AND CISCA 34 BOTH PARTIES.
<br /> STARBUCKS TEMPLATE VERSION:12021.10.22
<br /> LIGHT FIXTURES WEIGHING LESS O ARCHITECT OF RECORD
<br /> THAN 10 POUNDS SHALL BE LIGHT FIXTURES WEIGHING LESS THAN 10 U.
<br /> CONNECTED TO STRUCTURE ABOVE POUNDS SHALL BE CONNECTED TO STRUCTURE
<br /> BY(1)12 GAGE TAUT OR SLACK WIRE ABOVE BY(1)12 GAGE TAUT OR SLACK WIRE GRAPHITE
<br /> W GRAPHITE DESIGN GROUP,LLC,ARCHITECTS
<br /> LIGHT FUTURES AND AIR TERMINALS Q 18077TH AVENUE,SUITE 700
<br /> SERVICES WEIGHING MORE THAN 56 SEATTLE,WA 98101
<br /> LIGHT FXTURES WEIGHING MORE THAN 10 POUNDS AND ALL PENDANT LIGHT (206)224.3335
<br /> LIGHT FUTURES WEIGHING MORE THAN 10
<br /> POUNDS AND LESS THAN 56 POUNDS,AND POUNDS AND LESS THAN 56 POUNDS,AND AIR FIXTURES SHALL BE SUPPORTED Z
<br /> AIR TERMINALS I SERVICES WEIGHING DIRECTLY FROM STRUCTURE ABOVE
<br /> MORE THAN 20 POUNDS AND LESS THAN 56 TERMINALS I SERVICES WEIGHING MORE THAN 20 USING APPROVED HANGARS
<br /> POUNDS AND LESS THAN 56 POUNDS SHALL BE
<br /> POUNDS SHALL BE CONNECTED TO CONNECTED TO STRUCTURE ABOVE BY 2 L LU
<br /> STRUCTURE ABOVEBY HED GAGETAUT GAGE TAUT OR SLACK WIRES ATTACHED AT2 1�OR SLACK WIRES ATTACHED AT DIAGONAL DIAGONAL CORNERS /�933MI
<br /> CORNERS. LIGHT FIXTURES AND AIR TERMINALS I
<br /> SERVICES WEIGHING MORE THAN 56 POUNDS MARTIN LEE HILL
<br /> AND ALL PENDANT LIGHT FOMSTRUTURES SHALL BE STATE OF WASH HILL N
<br /> SUPPORTED DIRECTLY FROM STRUCTURE L
<br /> ABOVE USING APPROVED HANGARS f
<br /> O
<br /> LIGHT FIXTURES,AIR TERMINALS,AND SERVICES LIGHT FIXTURES,AIR TERMINALS,AND SERVICES SHALL 'Z
<br /> SHALL BE POSITIVELY ATTACHED TO THE CEILING BE POSITIVELY ATTACHED TO THE CEILING SYSTEM
<br /> SYSTEM
<br /> `T1
<br /> /r+ 1 IIGHT FU(TURF AND MECHANICAL SERVICE SUPPORT �� "
<br /> V /r.1 LIGHT FU(TURF AND MECHANICAL SERVICE J T
<br /> Z
<br /> FOUR 12 GAGE MINIMUM WIRES SPLAYED 90 DEGREES FOUR 12 GAGE MINIMUM WIRES SPLAYED 90 O T_�x >_ C"!
<br /> —
<br /> (INPLAN)FROM EACH OTHER AND SECURED O
<br /> MAIN DEGREES(IN PLAN)FROM EACH OTHER AND W Q
<br /> RUNNER
<br /> EN
<br /> RUNNER WITHIN 2"OF INTERSECTION.EACH END OF SECURED TO MAIN RUNNER WITHIN 2"OF ` >
<br /> EACH 00
<br /> WIRE TO BE LOOPED AND WRAPPED AROUND INTERSECTION.EACH END OF EACH WIRE TO BE r
<br /> ITSELF 3TIMES MINIMUM WITHIN A 3"MAX LENGTH, LOOPED AND WRAPPED AROUND ITSELF 3 TIMES Q
<br /> MINIMUM WITHIN A 3"MAX LENGTH. Z Q Q
<br /> co
<br /> PROVIDE CEILING EXPANSION JOINTS W � O
<br /> AS NECESSARY,DIVIDING CEILING INTO w
<br /> N5 ° PROVIDE CEILING EXPANSION JOINTS N5 X},P1' as°,,• AREAS NO GREATER THAN 2500 SF. I..MAX C Z Q Q CO
<br /> AS NECESSARY,DIVIDING CEILING INTO �QI- CLU
<br /> I1
<br /> AREAS NO GREATER THAN 2500 SF I.
<br /> I1V U Q U Z LU
<br /> ' O a m a W
<br /> e)
<br /> 2 I W STORE#: 22817
<br /> B"MAX EACH SIL1E v PROJECT* 60007-039
<br /> ISSUE DATE: 1 0/2 712 0 2 3
<br /> .FOR SPANS UP TO 64%USE A SINGLE 20 GAGE 15/8" W DESIGN MANAGER: GRAPHITE
<br /> COMPRESSION STRUT FASTENED TO MAIN TEE WITH(2)NOB PRODUCTION DESIGNER:GRAPHITE
<br /> DIRECTION AND WITHIN 6-0 8'-0"O OF PERIMETER
<br /> LOCATE BRACING 1EACH SCREWS AND TO STRUCTURE WITH(2)HILTI X-DNL145 DIAX314" FOR SPANS UP TO 6-0",USE A SINGLE 20 GAGE 15/8" CHECKED BY: GRAPHITE
<br /> WALLS,PARTITIONS,OR EXPANSION JOINTS FOR SPANS UP TO Y-0",USE DOUBLE COMPRESSION STRUT COMPRESSION STRUT FASTENED TO MAIN TEE WITH(2)NO 8
<br /> SCREWS AND TO STRUCTURE WITH(2)HILTI X•DNI.145 DIAX 3/4". LOCATE BRACING AT 12'-0"OC EACH THESE DOCUMENTS HAVE NOT BEEN
<br /> DIRECTION AND WITHIN 6-0"OF PERIMETER APPROVED FOR THE ISSUANCE OF Z Revision Schedule
<br /> FOR SPANS UP TO 9-T.USE DOUBLE COMPRESSION STRUT. WALLS,PARTITIONS,OR EXPANSION JOINTS PUBLIC WORK,MECHANICAL,FIRE
<br /> SUPPRESSION,ELECTRICAL OR ,^ Rev Date B Description
<br /> LATERAL BRACING REQUIRED IF ANY OF THE FOLLOWING EXISTS: PLUMBING PERMITS V
<br /> -GYPSUM BOARD CEILING THAT EXTENDS WALL-TO-WALL EXCEEDS 10008E \ /
<br /> -GYPSUM BOARD CEILING THAT DOES NOT EXTEND WALL-TO-WALL EXCEEDS 144 SF �c ` EXPANSION JOINT FOR CEILINGS EXCEEDING 2500 SF ! c� LATERAL BRACING FOR CEILINGS EXCEEDING 144 SF
<br /> C' TEGORY C: IQ r C / F ` EXPANSION JOINT FOR CEILINGS EXCEEDING
<br /> GORY 2500 SF N
<br /> W
<br /> SHEET TITLE:
<br /> CITY OF EVERETT G INTERIOR DETAILS-
<br /> REVIEWED FOR PERMIT SUSPENDED CEILING
<br /> 2 SUSPENDED GYP BD CEILING- IBC SEISMIC CATEGORY D, SUSPENDED ACOUSTICAL CEILING SYSTEM- IBC DESIGN CATEGORY-6 Ef SCALE:AS SHOWN
<br /> SHEET NUMBER:
<br /> 1504
<br />
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