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<br /> A01 A8101A1 A-801 A-601 A8 3518'METAL STUDS @16.00
<br /> METAL STUDS(PER ES REPORT ESR•2054), \ 58 GYPSUM BOARD THE PARTITION-TYPE DESIGNATION OR
<br /> z�� MAXIMUM HEIGHT 20'-0' - � � EACNSIDE
<br /> J o — n METAL ST 8"METAL STUDS @ 16"OC WALL-TYPE DESIGNATION IS A THREE-UNIT
<br /> UDS
<br /> o FINISH MATERIALS VARY(MAXIMUM L - El 3 A 1 a CONSTRUCTION THAT
<br /> INDICATES
<br /> IN CONFIGURATION,
<br /> WEIGHT o WEIGHT EQUAL T02LAYERS — INSULATION IF NOTED
<br /> e o o I GYPSUM BOARD EACH SIDE PLUS �..->� -`' ^{ PARTITION AS FOLLOWS:
<br /> APPLIED FINISHES) = 4 INSULATION(PER THIS DETAIL,BELOW
<br /> u FASTENERS; — — — — O O O — O SIB'GYPSUM BOARD 2112"METAL STUDS @ 16"OC 1
<br /> AT PLYWOOD FLOOR(MINIMUM 3 4'CDX): FOR n CONSTRUCTION OF PARTmONANALL
<br /> OPTIl` c c (.w PROVIDE 2 NO 6 X 1"WOOD SCREWS AT 24' .`J J nw ING,WI? _ J� METAL STUDS �--�- @ PARTIT OLNhVALLGURATION OF
<br /> () FRAME v \ �`\ d `\ 3 518"METAL STUDS 16"OC
<br /> !E 5o I MAXIMUM OC STAGGERED FOR 1 LAYER V v 5 v INSULATION IF NOTED � 6"METAL STUDS
<br /> j o I GYPSUM BOARD EACH SIDE,16-MAXIMIM OC O� L 21� L _J PARTITIONA'VALL SYMBOLOGY SDH Architect
<br /> F o STAGGERED FOR 2 LAYERS GYPSUM BOARD _� \ O _ O 600S13733 @ 18"OC
<br /> HR FIRE-RATED
<br /> o ¢ EACH SIDE KS 1 9 CONSIRUCTPER BEND,OR 97703VE CAMP CT
<br /> 3 518'METAL STUDS @ 16"OC NO INSULATION
<br /> ¢ AT CIP CONCRETE AND POST-TENSIONED w o r UL DESIGN NO.W19 - 206.369.8881
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<br /> a y CONCRETE FLOOR E1 E1 - E1 _ E1 -� METAL STUDS �m 8'METAL STUDS @ 16"OC
<br /> PROVIDE HILT]X•U 0157'DIAMETER A 801 A-801 01 -` -/ .8G 1 AEl 5b TYPE W GYPSUM rnR eA
<br /> _ �� a BATT ACOUSTICAL
<br /> POWDER-ACTUATED FASTENERS,EMBED A" l� LJ -- LJ____' BOARDFAQiSIDE 9 INSULATION
<br /> FOR1LAYER Y4 MAXIMUM OC RDEACHGGERED _._ INSULATION
<br /> e FOR 1 LAYER GYPSUM BOARD EACH SIDE,16" A B D E FP v WNSTRRUCCTTPEA 3 518"METAL STUDS @ 16'OC BATT THERMAL
<br /> MAXIMUM OC STAGGERED FOR 2 LAYERS UL DESDN N0 U419 INSULATION
<br /> � I NON•FIRERATED NON-FIRE RATED ;N•FIRERATED NON-FIRE RATED NON-FIRE RATED PARTITION FIRE PARTITION R GYPSUM BOARD EACH SIDE FULL-HEIGHT PARTITION FULL-HEIGHT PARTITION ARTITION WITH FULL-HEIGHT PARTITION WITH PARTIAL-HEIGHT CONSTRUCT METAL STUDS V METAL STUDS @ 16,OC NSQEION DESIGNATION
<br /> PARTIAL-HEIGHT FINISH FINISH MATERIALS 2 LAYERS W TYPE T GYPSUM
<br /> PARTITION TO FLOOR CONNECTION MATERIALS WHERE CBUNGOCWRS,EXIEND FINISH MATERIALS IT ABOVE CEIUNG,TIP BOARD EACH SIDE,STAGGERED
<br /> FOR SEISMIC SITUATIONS RM
<br /> DECKANDSUPPORRNGSTRUCTURESHOWNSCHEMATICALLY,SEEDETALSfORACNPICONRGURATON,iYP INSULATION 12 NOTE:SEE SPECIFICATION FOR STUDSPACINGANDGAGE _—
<br /> ZENOTTOSCALE
<br /> RTITIONMALL DESIGNATIONS PROMOEINSUNTONONLYYMERE111LNCATEDBYPAATTION•i1PEINDICATOR
<br /> C4 SCALE:3'=1'-0" E3 E7 PARTITION SIZE LEGEND PARTITION-TYPE LEGEND ROIC of WASHINGTON
<br /> SCALE:TUTS E9 SCALE:NTS 8905 Towne Center Drive,Suite 108
<br /> San Diego,CA 92122
<br /> EXISTING ROOF DECK
<br /> AT SINGLE BRACE•FASTEN ANGLE TO
<br /> — Ea BRACE WITH(4)NO 10 SCREWS
<br /> e BLOCKING X1 — GAGE M 3'ANGLE 20 AT DOUBLE BRACE•FASTEN DOUBLE
<br /> NECESSARY FOR I GAGE MINIMUM ( BRACE TO BOTH ANGLES WITH 6 NO
<br /> ATTACHMENT OF + + \ ) 4 10 SCREWS THROUGH BRACE AND
<br /> FINISHES FASTENEDTOTRACK ()
<br /> _ AND BRACED PER
<br /> FOR WALLS TO 10'-0"•BRACE WITH t + t DETAIL AT RIGHT J
<br /> BOTH ANGLES
<br /> PARTITION ATTACHED 362S137,33 AT F-0"MAXIMUM OC
<br /> TO 2X STRUCTURE OR — - - - — - -
<br /> GENERALNOTE: BLOCKING SPANNING — — — — — AND AT EACH WALL END, 20 GAGE MINIMUM IIAT
<br /> — — — — —
<br /> MAINTAIN DEFLECTION BETWEEN — — — _ _ ALTERNATE DIRECTION OF DEEP LEG TRACK OR4
<br /> CAPACITYAND SRUCTURALMEMBER I I BRACES ALONG LENGTH OF WALL I SLOTTED TRACK
<br /> FIRE•RATINGATALL WHERE POSSIBLE.LID 2X T SINGLE BRACE•FASTEN
<br /> GYPMEMBERS ASSEMBLYCONISSTIN I I TIGHTTO STRUCTURE BOARD O BCUT POCKONGFORWIDTH METAL STUDS,CUT NGLE TO TRACK WITH(8)NO 10
<br /> OF OFFSET-LEG TOP OF PARTITION FOR WALLS T015'-0'•BRACE WITH I 3@"SHORT FOR 314" CREWS
<br /> DOUBLED 362S137.33 AT 8'-0"
<br /> TRACK,OVERLAPPING I MAXIMUMOCANDATEACHWALL DEFLECTION �
<br /> GYPSUM BOARD,AND I I FOR ITEMS NOT I I FINISH MATERIALS VARY DOUBLE BRACE-FASTEN(2)
<br /> FASTENERS SEALANT,(NUMBEROF I NOTED OR END.ALTERNATE DIRECTION OFDIMENSIONED (MAXIMUM WEIGHT EQUAL GLES TO TRACK WNH(8)N010
<br /> TETACAL PER LGA�yERS VARSUM ES PER I I - SEE BRACES ALONG LENGTH OF WALL. TO 2 LAYERS GYPSUM REWS AT EACH ANGLE
<br /> A FASTEN DOUBLED STUDS BOARD EACH SIDE PLUS
<br /> DESIGN) e TOGETHER WITH NO8 SCREWS AT I I APPLIED FINISHES)
<br /> 24'MAXIMUM OC. 9T2s
<br /> ° AO SECTINACROSS PARTITIONS O SECTION ACROSS SHAFT WALL PARTITIONS O VIEW ALONG F�°isTEae°
<br /> C OD SHAFTWALLPARTfTIONLOCATEDATSLABEDGEIOPENING AO SECTION ACROSS PARTITION ANCNirecr
<br /> 1HR,2HR,AND 3HRFIRE4iATINGS, 1HR,2HR,AND 3HRFIRE4iATINGS, O SECTION ACROSS BRACING
<br /> CONSTRUCT PER UL DESIGN HWD•0060 CONSTRUCT PER UL DESIGN HWD-0119 OR HWD-0120
<br /> INTERSECTION OF FIRE-RATED PARTITIONS WITH STRUCTURE
<br /> STATE OF WA$NINGTON
<br /> TOP OF PARTITION WHERE BRACED TO STRUCTURE ABOVE-SEISMIC
<br /> C7 SCALE:3'=1'-0"
<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 SOUTH POINT PLAZA
<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 CONNECTED TO STRUCTURE ABOVE BY(1) FOUR 12 GAGE MINIMUM WIRES SPLAYED 90
<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 SUITE 1-REPAIR
<br /> CHAPTER 13.3 OF ASCE 7.10 BRACED FROM STRUCTURE SECURED TO MAIN RUNNER WITHIN 2"OF
<br /> INTERSECTION.EACH END OF EACH WIRE TO
<br /> HANGAR WIRE AT EACH LIGHT FIXTURES WEIaU
<br /> E T1iAiJ BE LOOPED AND WR3TH
<br /> PERIMETERMAINTEEAND L
<br /> INIMUMHANGERWIRLWOT
<br /> HANGERWIRESARE 10POUNDSANDLESPOUNDS, TIMES MINIMUMWITSEISMIC DESIGNCATEGORYC: 10121EVERGREENWAY#1
<br /> PERIMETER CROSS TEE CEACHDIRECTION• THANi:B ANDAIRTERMINALSI PROVIDE FLEXIBLECONNECTINTO EVERETT,WA
<br /> RANI:BF•PLUMB,PROVIDE WEIGHING MORE THDSAND SPRINKLER HEADTHATALLOWSCEILING ISSUEDIREVISED DATE
<br /> LUMB,TYPICAL TO MOVE 318'IN ALL HORIZONTAL
<br /> ERSLOPINGWIRE LESS THAN56POUNE LIGHTFUOURESANDAIR E] DIRECTIONS PERMITSET 06.26.23
<br /> 2 X2"SHEETMETALANGLE OO CONNECTED TO STRO TERMINALSISERVICESWEIGHINGMO PROVIDE CEILING EXPANSIONED AND WRAPPEDSNECESSARYTO PERMITCOMMENTSI 07,3123
<br /> SELF 3 TIMES MINIMUTRUCTIONS (2)12 GAGE TAUT ORES 56 POUNDS AND ALL PENDANT LIGHT JOINTS AS NECESSARY, SEISMIC DESIGN CATEGORY D,E,AND F: PR01•SOCCERPOST 01.26.24
<br /> ATTACHED AT DIAGOERS SHALL BE SUPPORTED DIRECTLY FR DIVIDING CEILING INTO AR PROVIDE FLEXIBLE CONNECTION TO
<br /> ND OF HANGER WIREANGER WIRE SPACING AND STRUCTURE ABOVE USING APPROVE NO GREATER THAN 2500 SF
<br /> GRID•TYPESUSPENSIONSYSTEM AXIMUM LENGTHELOWOBSTRUCTION HANGARS SPRINKLER HEAD THATALLOWS CEILING
<br /> TO MOVE V IN ALL HORIZONTAL
<br /> — — DIRECTIONS
<br /> O 6'-0',USE A SINGLE 20 GAGE 1518' 0 518"GYPSUM BOARD77" LIGHT FIXTURES,AIR TERMINALS,AND COMPRESSION STRUT FASTENED TO MAIN TEE WITH(2)NO 8
<br /> 8"MAX SERVICES SHALL BE POSITIVELY LOCATE BRACING AT 12'-0"OC EACH SCREWS AND TO STRUCTURE WITH(2)HILTI X-DNI.145 DIA X
<br /> ATTACHED TO RE CEILING SYSTEM DIRECTION AND WITHINB'-0"OF PERIMETER 34'
<br /> GYPSUM BOARD CONSTRUCTION SHALL COMPLY WITH ADDITIONAL PROVISIONS OF IBC SECTION 2508. WALLS,PARTITIONS,OR EXPANSION JOINTS 2'
<br /> METAL SUSPENSION SYSTEM SHALL CONFORM WITH ASCE 1,SECTION 13,5.62.1,ASTM C635,ASTM C838,ASTM C754,AND CISCA 34. FOR SPANS UP TO 9'-0',USE DOUBLE COMPRESSION STRUT 8"MAX EACH SIDE
<br /> LATERALBRACINGCREQUIREDIFANYOFTHEFOLLOWINGEXISTS: PR-01SOCCER POST 01.26.24
<br /> O PERIMETERSUPPORT OB GENERAL SUPPORT ©LIGHTFIXTUREANDMECHANICALSERVICESUPPORT Op GGYP3UMBOARDCEILIN�TTMHAATDOEBNOTEXLENDWALL•TOWLEXCEEDS144SF O EXPANSIONJOINTFORCEILINGSEXCEEDING2500SF
<br /> NOT REQUIRED IN SEISMIC DESIGN CATAGORYC CONTRACTOR OPTION FOR CATEGORY C:PROVIDE ALTERNATIVELATETHAL BRACING DESIGN NOT REQUIRED IN SEISMIC DESIGN CATAGORYC O SPRINKLER HEAD CLEARENCE
<br /> FOR CEILINGS LESS THAN 144 SF BASED ON ASCE 7 SECTION 13,3.1 AND 13.5.6.1
<br /> Al INSTALLATION OF SUSPENDED GYP BD CEILING-IBC SEISMIC CATEGORY C,D,E,F DETAILS
<br /> SCALE.NOT TO SCALE
<br /> A-801
<br />
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