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<br /> DIAGONAL BRACING DIAGONAL�RACING �
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<br /> 362S-137-43 ME�CAL STUD BRACING ' � ��� � �
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<br /> ' ATTACH TO STRUCTURE ABOUE 2035158th CT NE
<br /> �_ BOX BEAM ATTACHED TO BOX BEAM ATTACHED TO SIM TO DETAIL 81A-801 � o Suite 200 ,
<br /> ------ EXISTING GYP BD X x X VERTICAL DOUBLE STUD X X VERTICAL DOUBL�STUD '� B e l l evu e,W A 9 8 0 0 8 •
<br /> � S E E A-1 1 2 IN PARTITION BEYOND AT IN PARTITION�EYOND AT 362S-162-33 METAL �
<br /> FOR FINISHES EACH END EACH END 362S-162-33 METAL STUDS AT 16"
<br /> STUDS AT 16"OC MAX, A�cHiTEcroF��coRo
<br /> EXISTING HEADER OC MAX ATTACH TO STRUCTURE �
<br /> TRACK:362T150-43 TRACK:362T150-43 ' �� ATTACH TO
<br /> o STUD;3625162-43 0 o STUD:3625162-43 ABOVE SIM 70 DETAIL 81A-801 x x ,� STRUCTURE ABOUE
<br /> � � EXI STI N G / ATTACH WI#10 AT 4"OC AT�fACH WI#10 AT 4"OC `� � ��
<br /> _ PER DETAIL 81A-801 � <..
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<br /> SEE RCP . . . _ . . , ., .. _ . � + \ �� �-���� �`�� � .
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<br /> 5EE RCP SEE RCP ��
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<br /> SEE RCP CElLING C�ILING X ��� �
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<br /> �-- 2x WOOD AND SHIMS Q� SOFFIT I ¢� SOFFIT � �
<br /> A5 REQUIRED _ 5" EQ EQ 5° EQ EQ 5" 518 MOISTURE RESISTANT GYP BD Graphite Architecture, INC
<br /> � 518 GYP 8D WI METAL 51$GYP BD WI P�ETAL �
<br /> ��-- 518 GYP BD WI METAL CORNER BEADS ON CORNER BEADS ON - 518"P�OISTURE RESISTANT GYP BD METAL CORNER 1809 Seventh Ave,#700
<br /> METAL CORNER BEAD BEAD,TYP Seattle,WA 98101
<br /> CORNER BEADS,TYP FOR�INISH�S METAL STUDS 16°OC,TYP FOR FINISHES METAL STUDS 16"OC,TYP ����n ���I n�� 206,224,3335
<br /> /�1 I� �INiNG
<br /> _ �-- PARTITION,BEYOND, ��--- PARTITION,BEYOND, P I ZZA E N G I N E D I N I N G �°"S�'-T""T , .
<br /> WHERE OCCURS WWERE OCCURS 518"MOISTURE R�SISTANT GYP BD �
<br /> EXISTING �IEADER S�CTION �EIIERAGE 5TATION SOFFIT SECTIDN �EVER�GE STA�IQN SOF�IT S�CTI�N ENGINE SO��IT SEC�ION �ULKHEAD S�FFIT �ECTION � .
<br /> 1 � SCALE: 1-112"=1'-0° �� SCALE: 1"=1'_0�� 13 SCALE: 1°=1'-0" BULKHEAD SCALE: 1"=1'-0" SCALE; 1"=1'-0°
<br /> ,
<br /> 314"CLEAR AT ONE END IN EACH DIRECTION.DO NOT EXCEPT AS WDICATED IN DETAILS C AND F,COMPONENTS FOUR 12 GAGE MINIMUM WIRES SPLAYED 90
<br /> , FASTEN THIS END TO THE CLOSURE ANGLE.AT OTHER END FASTEN TO STRUCTURE PER ESR-1222 OF MECHANICAL,ELECTRICAL, PLUMBING AND FIRE LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS
<br /> IN EACH DIRECTION,FASTEN TEES TO CLOSURE ANGLE. SECTION 4,1 PROTECTION SHALL BE INDEPENDENTLY SUPPORTED AND SHALL BE CONNECTED TO STRUCTURE ABOVE�Y(1) DEGREES(IN PLAN)FROM EACH OTHER AND
<br /> BRACED FROM STRUCTU� \ 12 GAGE TAUT OR SLACK WIRE �� SECURED TO MAIN RUNNER WITHIN 2"OF ��'�9 .
<br /> INT�RSECTION, EACH END OF EACH WIRE TO �
<br /> � BE LOOPED RND WRAPPED AROUND ITSELF 3�-- PROVIDE CEILING � SEA�
<br /> � �'`' WHERE HANGAR WIRES LIGHT FIXTURES WEIGHING MORE THAN ���
<br /> TIMES MINIMUM WITNIN A 3"MAX LENGTH � EXPANSION JOINTS AS ���� � SEISMIC DESIGN CATEGORY C; �
<br /> HANGAR WIRE AT EACH ARE MORE THAN 1:6 10 POUNDS AND LESS THAN 56 POUNDS, NECESSARY DIVIDING �P� �
<br /> \ � � � PROVIDE FLEXI�LE CONNECTION ���� F����� �
<br /> PERIMETER MAIN TEE AND �- 12 GAGE MINIMUM HANGA�WIRES OUT-OF-PLUMB PROVIDE � AND AIR TERMINALSISERUICES � �_
<br /> � ��� ��`� CEILING INTO AREAS NO '
<br /> PERIMETER CROSS TEE AT 4'-0"OC EACf� DIRECTION-NO COUNTER-SLOPING \ WEIGHING MORE THAN 20 POUNDS AND � \ 0�5 v � -� TO SPRINKLER HEAD THAT �
<br /> LESS THAN 56 POUNDS SHALL BE ����"�� , GREAT� �N 2500 SF ALLOWS CEILING TO MOVE 318"IN - �
<br /> "�� ��
<br /> STA�ILIZER BAR TO WIRES ��� � �.
<br /> MORE THAN 1:6 OUT-OF-PLUM�, LIGHT FIXTURES AND AIR �, � � �� ALL HORIZONTAL DIRECTIONS ��'�������" � �
<br /> MAINTAIN PERIMETER TYPICAL CONNECTED TO STRUCTURE ABO�E \ � � ���������5���?����. � . .
<br /> TEE SP�ICING METAL-FRAMED TRAPEZE � � TERMINALSISERUICES WEIGHING MORE THAN � � � � SEISMIC DESIGN CATEGORY D E
<br /> 2 12 GAGE TRUT OR SLACK WIRES o � �� ��\, � ' '
<br /> 56 POUNDS AND ALL PENDANT LIGHT FIXTURES AND F:PROVIDE FLEXI�LE
<br /> WIRE LOOPED A�1D WRAPPED AS NECESSARY TO AVOIn ATTACHED AT DIAGONAL CORNERS �v � ��
<br /> ' MAIN TEE OR CROSS T�E SHALL BE SUPPORTED DIRECTLY FROM � � � � CONNECTION TO SPRINKLER HEAD
<br /> AROUND ITSELF 3 TIMES MINIMU(� OBSTRUCTIONS ��� �� � .
<br /> (SUSPENSION SYSTEM) AT EACH END OF HANGAR WIRE MAINTAIN HANGAR WIRE SPACING � ; STRUCTURE ABOUE USING�APPROVED � ���.,�� THAT ALLOWS CEILING TO MOVE 1" � � �.�
<br /> HEAVY DUTY WITHIN A 3"MAXIMUM LENGTH AND CAPACITY BELOW OBSTRUCTION � HANGARS .
<br /> �
<br /> � ��� �� \ IN ALL HORIZONTAL DIRECTIONS
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<br /> � ���� � � �' �
<br /> �� � � FOR SPANS UP TO 6'-0" USE A SINGLE 20 �
<br /> � ACOUSTICAL CEILING PANEL LIGHT FIXTURES AIR TERMINALS,AND ' -
<br /> SERVICES SHALL BE POSITIVELY GAGE 1518"COMPRESSION STRUT .
<br /> _ 8"MAX 2 X 2 CLOSURE ANGLE, ATTACHED TO THE CEILING SYSTEM LOCATE BRACING AT 12'-0"OC EACH FASTENED TO MAIN TEE WITH(2)NO 8 �
<br /> MINIMUM,SEE NOTE AT TOP, METAL SUSPENSION SYSTEM SHALL CONFORNI WITH DIRECTION AND WITHIN 6'-0"OF SCREWS AND TO STRUCTURE WITH(2)HILTI
<br /> ESR-1222,ASC�7 SECTION 13,5.6,ASTM C635,&ASTM C636. PERIMETER WALLS,PARTITIONS,OR X-DNI ,145 DIA X 314°;FOR SPANS UP TO 9'-0", �. "
<br /> � EXPANSION JOINTS USE DOUBLE COMPR�SSION STRUT
<br /> q� PERIMETER SUPPORT �B GENERAL SUPPORT � LIGHT FIXTURE AND MECHANICAL SERVICE SUPPORT � LATERAL BRACING FOR CEILINGS EXCEEDING 144 SF �E EXPANSION JOINT FOR CEILINGS�XCE�DING 2500 SF � 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 CATEGORY C � � �
<br /> FOR CEILINGS LESS THAN 1G4 SF BASED ON ASCE 7 SECTION 13,3,1 AND 13.5,6.1 � � ;
<br /> � � :
<br /> INSTALLATI�N OF USP N� DAC�USTI�ALC ILIN SY�T' M - I C SEISMIC C�T 0 Y �, D, , F ,'� � .
<br /> 1 O SCALE: NTS ^
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<br /> 3/4"CLEAR AT ONE END IN EACH DIRECTION,DO NOT �XCEPT AS INDICATED IN DETAILS C AND F,COMPONENTS LIGHT FIXTURES WEIGHING LESS THAN 10 POU�IDS FOUR 12 GAGE MINIMUM WIRES SPLAYED 90
<br /> FASTEN THIS END TO THE CLOSURE ANGLE,AT OTHER END FASTEN TO STRUCTURE PER ESR-1222 OF MECHANICAL, ELECTRICAL, PLUMBING AND FIRE SHALL BE CONNFCTED TO STRUCTURE ABOVE BY(1) �
<br /> IN EACH DIRECTION, FASTEN TEES TO CLOSURE ANGLE, SECTION 42 PROTECTION SHALL BE INDEPENDENTLY SUPPORTED AND 12 GAGE TAUT OR SLACK WIRE�\ DEGREES(IN PLAN)FftOM EACH OTHER AND
<br /> 3 SECURED TO MAIN RUNNER WITHIN 2"OF
<br /> BRACED FROM STRUCTURc � , INTERSECTION,EACH END OF EACH WIRE TO , , �
<br /> - HANGAR WIRE AT EACH LIGHT FIXTURES WEIGHING MORE THAN BE LOOPED AND WRAPP�D AROUND ITSELF3--�� SEISMIC DESIGN CATEGORY C:
<br /> PERIMETER MAIN TEE AND 12 GAGE MINIMUM HANGER WIRE WHERE HANGER WIRES ARE 10 POUNDS AND LE5S THAN 56 POUNDS, TIMES MINIMUM WITHIN A 3"MAX LENGTH �� PROVIDE FLEXIBLE CONNECTION TO � .
<br /> PERIMETER CROSS TEE AT 4'-0"OC EACH DIRECTION- MORE THAN 1;6 \ AND AIR TERMINALSISERVICES � ' ,,
<br /> � �`' S SPRINKLER HEAD THAT ALLOWS CEILING
<br /> , \ NO MORE THAN 1;6 OUT-OF-PLUMB,PROVIDE WEIGHING MORE THAN 20 POUNDS AND ;�` � TO MOVE 318"IN ALL HORIZONTAL
<br /> �-OUT-OF-PLUM�,TYPICAL LESS THAN 56 POUNDS SHALL BE LIGHT FIXTURES AND AIR � � DIRECTIONS
<br /> COUNTER-SLOPING WIRE �O ��� PROVIDE CEILING EXPANSION �
<br /> 2"X 2"SHEET METAL ANGLE CONNECTED TO Sl"RUCTURE ABO TERMINALSISERVICES WEIGNING MORE THAN `
<br /> WIRE LOOPED AND WRAPPED TRAPEZE AS NECESSARY TO (2)12 GAGE TAUT OR SLACK WIRES 56 POUNDS AND ALL PENDANT LIGHT FIXTUR�S � � JOINTS AS NECESSARY, SEI5MIC DESIGN CATEGORY D,E,AND F: �
<br /> AROUND ITSELF 3 TIME5 MINIMUM AVOID OBSI'RUCTIONS � ATTACHED AT DIAGON?,L CORNERS SHALL BE SUPPORTED DIRF_CTLY FROM � � DIUIDING CEILING INTO AREA� PROVIDE FLEXIBLE CONNECTION TO ISSUED 1 REUISED DATE �
<br /> AT EACH END OF HANGER WIRE STRUCTURE ABOU�USING APPROVED �� � NO GREATER THAN 2500 SF SPRINKL�R HEAD THAT ALLOWS CEILING PERMIT SET 07,12,19
<br /> „ MAINTAIN HANGER WIRE SPACING AND �
<br /> GRID-TYPE SUSPENSION SYSTEM WITHIN 3 MAXIMUM LENGTH CAPACITY BELOW OBSTRUCTION �� HANGARS TO MOVE 1"IN ALL HORIZONTAL --�_„\ .
<br /> DIRECTIQNS
<br /> � � FOR SPANS UP TO 6'-0",USE A SINGLE 20 GAGE 1518° � � � � �
<br /> LIGHT FIXTURES,AIR TERMINALS,AND COMPRESSION STRUT FASTENED TO MAIN TEE WITH(2)NO 8 - �
<br /> 518"�YPSUM BORRD -� SCREWS AND TO STRUCTURE WITH(2)HILTI X-DNI ,145 DIA X
<br /> 8"MAX SERUICES SHALL BE POSITIVELY LOCATE BRACING AT 12'-0°OC EACH 3�4„
<br /> � ATTACHED TO THE CEILING SYSTEM DIRECTION AND WITHIN 6'-0"OF PERIMETER 2��
<br /> GYPSUM BOARD CONSTRUCTION SHALL COMPLY WITH ADDITIONAL PROVISIONS OF IBC SECTION 2508, WALLS,PARTITIONS,OR EXPANSION JOINTS FOR SPANS UP TO 9'-0", USE DOUBLE COMPRESSION STRUT , .
<br /> METAL SUSPENSION SYSTEM SHALL CONFORM WITH ESR-1222,ASCE 7 SECTION 13.5,6,ASTM C635,ASTM C636,&ASTM C754. 8"MAX EACH SID�
<br /> LATERAL BRACING REQUIRED IF ANY OF THE FOLLOWING EXISTS: PERMIT SET 07.12.19 '
<br /> GYPSUM BOARD CEILING THAT EXTENDS WALL-TO-WALL EXCEEDS 1000 SF �
<br /> � PERIME7ER SUPPORT �B GENERAL SUPPORT � LIGHT FIXTURE AND MECH�,NICAL SERVICE SUPPORT �p -GYPSUM BOARD CEILING THAT DOES NOT EXTEND WALL-TO-WALL EXCEEDS 144 SF �E EXPANSION JOINT FOR CEILINGS EXCEEDING 2500 SF � SPRINKLER HEAD CLEARENCE
<br /> NOT F��C�UIR�D IN SEISMIC DESIGN CATAGORY C CONTRACTOR OPTION FOR CATEGORY C:PROVIDE ALTERNATIVE LATERAL BRACING DESIGN NOT REQUIRED IN SEISMIC DESIGN CATAGORY C INTERIOR DETAILS � �
<br /> FOR C�ILINGS LESS THAN 144 S� BASED ON ASCE 7 SECTION 13.3.1 AND 13,5,6,1
<br /> CEILINGS � � �
<br /> INSTALLATION OF �USpENDED �YP �D �EiLING - l�C SEIS�IC CAT��O�YC, D, E, F �.
<br /> 5 SCALE: NTS
<br /> A��02 . .
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