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<br /> CONSTRUCT PER UL DESIGN HW-D-0060 CONSTRUCT PER UL DESIGN HWD-0119 OR HWD•0120 SCOTT DAVIO HA...
<br /> STATE OF WASHINOTON
<br /> INTERSECTION OF FIRE-RATED PARTITIONS WITH STRUCTURE C7 TOP OF PARTITION WHERE BRACED TO STRUCTURE ABOVE-SEISMIC
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<br /> 314-CLEAR AT ONE END IN EACH DIRECTION.DO NOT EXCEPT AS INDICATED IN DETAILS C AND F,COMPONENTS LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS FASTEN THIS END TO THE CLOSURE ANGLE,AT OTHER END FASTEN TO STRUCTURE PER ESR-1222 OF MECHANICAL,ELECTRICAL,PLUMBING AND FIRE SHALL BE CONNECTED TO STRUCTURE ABOVE BY(1) FOUR 12 GAGE MINIMUM WIRES SPLAYED 90 SOUTH P01 NT PLAZA
<br /> IN EACH DIRECTION,FASTEN TEES TO CLOSURE ANGLE. SECTION 4.2 AND IN ACCORDANCE WITH PROTECTION SHALL BE INDEPENDENTLY SUPPORTED AND 12 GAGE TAUT OR SLACK WIRE DEGREES(IN PLAN)FROM EACH OTHER AND
<br /> CHAPTER 13.3OF ASCE 7.10 BRACED FROM STRUCTURE SECURED TO MAIN RUNNER WITHIN 2'OF SUITE 1 -REPAIR
<br /> INTERSECTION.EACH END OF EACH WIRE TO
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<br /> MORE THAN 1:6 AND AIR TERMINALSISERVICES
<br /> NO MOREHAN1:6 SPRINKLER HEAD TIHATALLOWS CEILING ISSUED IREVISED DATE
<br /> OUT-OF-PLUMB,TYPICAL OUT-OF-PLUMB,PROVIDE WEIGHING MORE THAN 20 POUNDS AND TO MOVE 318"IN ALL HORIZONTAL
<br /> COUNTERSLOPINGWIRE ESSTHAN56POUNDSSHALLBE LIGHT FIXTURES AND AIR DIRECTIONS PERMITSET 06.26.23
<br /> 2'X 2"SHEET METAL ANGLE OO CONNECTED TO STRUCTURE ABO TERMINALS/SERVICES WEIGHING MORE THAN PROVIDE CEILING EXPANSION PERMIT COMMENTS 1 07.31.23
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<br /> AROUND ITSELF 3 TIMES MINIMUM AVOID OBSTRUCTIONS SEISMIC DESIGN CATEGORY D,E,AND F:
<br /> ATTACHED SHALLBESUPPORTEDDIRECTLYFROM DNIDINGCEILING INTO AR PROVIDE FLEXIBLE CONNECTION TO
<br /> AT EACH END OF HANGER WIRE MAINTAIN HANGER WIRE SPACING AND STRUCTURE ABOVE USING APPROVED NO GREATER HAN 2500 SF SPRINKLER HEAD THATALLOWS CEILING
<br /> GRID TYPE SUSPENSION SYSTEM WITHIN 3"MAXIMUM LENGTH CAPACITY BELOW OBSTRUCTION HANGARS TO MOVE 1"IN ALL HORIZONTAL
<br /> - - DIRECTIONS
<br /> FOR SPANS UP TO F-V.USE A SINGLE 20 GAGE 1518' Q
<br /> 618"GYPSUM BOARD IGHT FIXTURES,AIR TERMINALS,AND COMPRESSION STRUT FASTENED TO MAIN TEE WIH(2)NO 8
<br /> SERVICES SHALL BE POSITIVELY LOCATE BRACING AT 17-O'OC EACH SCREWS AND TO STRUCTURE WITH(2)HILTI X•DNI.145 DIA X
<br /> 8'MAX ATTACHED TO THE CEILING SYSTEM DIRECTION AND WITHIN6-0"OF PERIMETER 3W CITY OF EVERETT
<br /> 2"
<br /> GYPSUM BOARD CONSTRUCTION SHALL COMPLY WITH ADDITIONAL PROVISIONS OF IBC SECTION 2508. WALLS,PARTITIONS,OR EXPANSION JOINTS REVIEWED FOR PERMIT
<br /> FOR SPANS UP TO 9'-0",USE DOUBLE COMPRESSION STRUT
<br /> METAL SUSPENSION SYSTEM SHALL CONFORM NTH ASCE 7,SECTION 13,5.6.2.1,ASTM C635,ASTM C636,ASTM C754,AND CISCA 3-0. 8"MAX EACH SIDE
<br /> LATERAL BRACING REQUIRED IF ANY Of THE FOLLOWING EXISTS: PR-01 SOCCER POST 01.26.24
<br /> A OA PERIMETER SUPPORT O GENERALSUPPORT O LIGHT FIXTURE AND MECHANICAL SERVICE SUPPORT O-GYPSUM BOARD CEILINGTHHAATDDOOESNOTEXTENDWAALL-TO-WEAIDL EXCEEDS144SF O EXPANSION JOINT FOR CEILINGS EXCEEDING 2500 SF O SPRINKLER HEAD CLEARENCE
<br /> NOT REQUIRED IN SEISMIC DESIGN CATAGORY C CONTRACTOR OPTION FOR CATEGORY C:PROVIDE ALTERNATIVE LATERAL BRACING DESIGN NOT REQUIRED IN SEISMIC DESIGN CATAGORY C
<br /> FOR CEILINGS LESS THAN 144 SF BASED ON ASCE 7 SECTION 1311 AND 13.5.6.1
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