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<br />PROVIDE (2) NO 8 X V WOOD SCREWS AT 24"
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<br />CONCRETE FLOOR:
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<br />PROVIDE HILTI X-U 0.157" DIAMETER
<br />POWDER -ACTUATED FASTENERS, EMBED 3/4"
<br />PER ESR-2269.24" MAXIMUM OC STAGGERED
<br />FOR 1 LAYER GYPSUM BOARD EACH SIDE, 16"
<br />W
<br />MAXIMUM OC STAGGERED FOR 2 LAYERS
<br />N GYPSUM BOARD EACH SIDE
<br />PARTITION TO FLOOR CONNECTION
<br />FOR SEISMIC SITUATIONS
<br />El
<br />SCALE: T=1'-O"
<br />EXISTING ROOF DECK
<br />BLOCKING
<br />NECESSARY FOR
<br />ATTACHMENT OF
<br />FINISHES
<br />PARTITION ATTACHED
<br />TO 2X STRUCTURE OR
<br />GENERAL NOTE: BLOCKING SPANNING
<br />MAINTAIN DEFLECTION BETWEEN
<br />CAPACITY AND STRUCTURAL MEMBER
<br />FIRE -RATING AT ALL
<br />STRUCTURAL FIRE -RATED JOINT
<br />MEMBERS ASSEMBLY CONSISTING
<br />OF OFFSET -LEG TOP
<br />TRACK, OVERLAPPING
<br />GYPSUM BOARD, AND
<br />FASTENERS SEALANT. (NUMBER OF
<br />TYPICAL PER GYPSUM BOARD
<br />DETAIL LAYERS VARIES PER
<br />DESIGN)
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<br />SECTION ACROSS PARTITIONS OB SECTION ACROSS SHAFT WALL PARTITIONS O VIEW ALONG PARTITION
<br />1HR, 2HR, AND 3HR FIRE -RATINGS, 1HR, 2HR, AND 3HR FIRE -RATINGS,
<br />CONSTRUCT PER UL DESIGN HW-D-0060 CONSTRUCT PER UL DESIGN HW-D-0119 OR HW-D-0120
<br />INTERSECTION OF FIRE -RATED PARTITIONS WITH STRUCTURE
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<br />FULL -HEIGHT PARTITION FULL -HEIGHT PARTITION PARTITION WITH FULL -HEIGHT PARTITION WITH PARTIAL -HEIGHT CONSTRUCT
<br />PARTIAL -HEIGHT FINISH FINISH MATERIALS
<br />MATERIALS
<br />PARTITIONMALL DESIGNATIONS
<br />SCALE: NOT TO SCALE
<br />SCALE: 3 44'
<br />3/4" CLEAR AT ONE END IN EACH DIRECTION. DO NOT
<br />FASTEN THIS END TO THE CLOSURE ANGLE. AT OTHER END
<br />IN EACH DIRECTION, FASTEN TEES TO CLOSURE ANGLE.
<br />HANGAR WIRE AT EACH
<br />PERIMETER MAIN TEE AND
<br />PERIMETER CROSS TEE
<br />2" X 2" SHEET METAL ANGLE
<br />GRID -TYPE SUSPENSION
<br />8" MAX
<br />OA PERIMETER SUPPORT
<br />FASTEN TO STRUCTURE PER ESR-1222
<br />SECTION 4.2 AND IN ACCORDANCE WITH
<br />CHAPTER 13.3 OF ASCE 7-10
<br />12 GAGE MINIMUM HANGER WIRE,
<br />AT 4'-0" OC EACH DIRECTION -
<br />NO MORE THAN 1:6
<br />OUT -OF -PLUMB, TYPICAL
<br />WIRE LOOPED AND WRAPPED
<br />AROUND ITSELF 3 TIMES MINIMUM
<br />AT EACH END OF HANGER WIRE
<br />WITHIN 3" MAXIMUM LENGTH
<br />EXCEPT AS INDICATED IN DETAILS C AND F, COMPONENTS
<br />OF MECHANICAL, ELECTRICAL, PLUMBING AND FIRE
<br />PROTECTION SHALL BE INDEPENDENTLY SUPPORTED AND
<br />BRACED FROM STRUCTURE
<br />WHERE HANGER WIRES ARE
<br />MORE THAN 1:6
<br />OUT -OF -PLUMB, PROVIDE
<br />COUNTER -SLOPING WIRE 00
<br />TRAPEZE AS NECESSARY TO a
<br />AVOID OBSTRUCTIONS
<br />MAINTAIN HANGER WIRE SPACING AND
<br />CAPACITY BELOW OBSTRUCTION
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<br />ERE CEILING OCCURS, EXTEND FINISH MATERIALS 12" ABOVE CEILING, TYP
<br />RAND SUPPORTING STRUCTURE SHOWN SCHEMATICALLY, SEE DETAILS FOR ACTUAL CONFIGURATION, TYP
<br />)VIDE INSULATION ONLY WHERE INDICATED BY PARTITION -TYPE INDICATOR
<br />0
<br />CUT GYPSUM BOARD ADD SOLID 2X
<br />TIGHT TO STRUCTURE BLOCKING FOR WIDTH
<br />OF PARTITION
<br />FOR ITEMS NOT
<br />NOTED OR
<br />DIMENSIONED
<br />SEE
<br />A
<br />OD SHAFT WALL PARTITION LOCATED AT SLAB EDGE/OPENING
<br />LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS
<br />SHALL BE CONNECTED TO STRUCTURE ABOVE BY (1)
<br />12 GAGE TAUT OR SLACK WIRE _
<br />LIGHT FIXTURES WEIGHING MORE THAN
<br />10 POUNDS AND LESS THAN 56 POUNDS,
<br />AND AIR TERMINALS/SERVICES
<br />WEIGHING MORE THAN 20 POUNDS AND
<br />LESS THAN 56 POUNDS SHALL BE
<br />CONNECTED TO STRUCTURE ABOVFAP�
<br />(2)12 GAGE TAUT OR SLACK WIRES
<br />ATTACHED AT DIAGONAL CORNERS
<br />7
<br />8
<br />1 :1 3 5/8" METAL STUDS @ 16" OC
<br />5/8" GYPSUM BOARD
<br />EACH SIDE 2 6" METAL STUDS @ 16" OC
<br />METALSTUDS
<br />INSULATION IF NOTED 3
<br />4 21/2" METAL STUDS @ 16" OC
<br />5/8" GYPSUM BOARD
<br />5 3 518" METAL STUDS @ 16" OC
<br />METALSTUDS
<br />INSULATION IF NOTED 6 6" METAL STUDS
<br />60OS137-33 @ 16' OC
<br />1 HR FIRE -RATED
<br />CONSTRUCT PER 7 3 5/8" METAL STUDS @ 16" OC
<br />UL DESIGN NO. U419
<br />METALSTUDS 8 6" METAL STUDS @ 16" OC
<br />5/8"TYPE "X" GYPSUM
<br />BOARD EACH SIDE 9
<br />INSULATION IF NOTED
<br />2 HR FIRE -RATED
<br />CONSTRUCT PER
<br />1 110 1 3 5/8" METAL STUDS @ 16" OC
<br />UL DESIGN N0. U419
<br />- METAL STUDS
<br />11 6" METAL STUDS @ 16" OC
<br />- 2 LAYERS 518' TYPE T GYPSUM
<br />BOARD EACH SIDE, STAGGERED
<br />12
<br />- INSULATION IF NOTED
<br />PARTITION -SIZE
<br />LEGEND
<br />SCALEATS
<br />h
<br />FOR WALLS TO 10'-0" - BRACE WITH
<br />362S137-33 AT V-0" MAXIMUM OC
<br />AND AT EACH WALL END.
<br />ALTERNATE DIRECTION OF
<br />BRACES ALONG LENGTH OF WALL
<br />WHERE POSSIBLE.
<br />FOR WALLS TO 16-0" - BRACE WITH
<br />DOUBLED 362S137-33 AT 8'-0"
<br />MAXIMUM OC AND AT EACH WALL
<br />END. ALTERNATE DIRECTION OF
<br />BRACES ALONG LENGTH OF WALL.
<br />FASTEN DOUBLED STUDS
<br />TOGETHER WITH NO 8 SCREWS AT
<br />24" MAXIMUM OC.
<br />l A) SECTION ACROSS PARTITION
<br />FOUR 12 GAGE MINIMUM WIRES SPLAYED 90
<br />DEGREES (IN PLAN) FROM EACH OTHER AND
<br />SECURED TO MAIN RUNNER WITHIN 2" OF
<br />INTERSECTION. EACH END OF EACH WIRE TO
<br />BE LOOPED AND WRAPPED AROUND ITSELF
<br />TIMES MINIMUM WITHIN A 3" MAX LENGTH
<br />LIGHT FIXTURES AND AIR
<br />TERMINALS/SERVICES WEIGHING MC
<br />56 POUNDS AND ALL PENDANT LIGHT
<br />SHALL BE SUPPORTED DIRECTLY FRI
<br />STRUCTURE ABOVE USING APPROVE
<br />HANGARS
<br />TOP OF PARTITION WHERE BRA
<br />SCALE: T=1'-0"
<br />FOR SPANS UP TO 6-0", USE A SINGLE 20 GAGE 15/8"
<br />COMPRESSION STRUT FASTENED TO MAIN TEE WITH (2) NO 8
<br />518" GYPSUM BOARD LIGHT FIXTURES, AIR TERMINALS, AND
<br />SERVICES SHALL BE POSITIVELY LOCATE BRACING AT 12'-0" OC EACH SCREWS AND TO STRUCTURE WITH (2) HILTI X-DNI.145 DIA X
<br />314"
<br />ATTACHED TO THE CEILING SYSTEM DIRECTION AND WITHIN 6'-0" OF PERIMETER
<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 ASCE 7, SECTION 13.5.6.2.1, ASTM C635, ASTM C636, ASTM C754, AND CISCA 3-4.
<br />O GENERAL SUPPORT O LIGHT FIXTURE AND MECHANICAL SERVICE SUPPORT O
<br />NOT REQUIRED IN SEISMIC DESIGN CATAGORY C
<br />FOR CEILINGS LESS THAN 144 SF BASED ON ASCE 7 SECTION 13.3.1 AND 13.5.6.1
<br />INSTALLATION OF SUSPENDED GYP BD CEILING - IBC SEISMIC CATEGORY C, D, E, F
<br />3" X 3" X 3" ANGLE (20
<br />GAGE MINIMUM), a
<br />FASTENED TO TRACK
<br />AND BRACED PER bc
<br />DETAIL AT RIGHT
<br />20 GAGE MINIMUM
<br />DEEP LEG TRACK OR
<br />SLOTTED TRACK
<br />METAL STUDS, CUT
<br />3/4" SHORT FOR 3/4"
<br />DEFLECTION
<br />Er
<br />FINISH MATERIALS VARY
<br />(MAXIMUM WEIGHT EQUAL
<br />TO 2 LAYERS GYPSUM
<br />BOARD EACH SIDE PLUS
<br />APPLIED FINISHES)
<br />9 10
<br />THE PARTITION -TYPE DESIGNATION OR
<br />WALL -TYPE DESIGNATION IS A THREE -UNIT
<br />CODE THAT INDICATES THE CONFIGURATION,
<br />CONSTRUCTION AND INSULATION OF THE
<br />PARTITION AS FOLLOWS:
<br />INSULATION (PER THIS DETAIL, BELOW)
<br />CONSTRUCTION OF PARTITIONMALL
<br />VERTICAL CONFIGURATION OF
<br />PARTITIONMALL
<br />]ON/WALLSYMBOLOGY
<br />— NO INSULATION
<br />a BATT ACOUSTICAL
<br />INSULATION
<br />t BATT THERMAL
<br />INSULATION
<br />INSULATION DESIGNATION
<br />NOTE: SEE SPECIFICATION FOR STUD SPACING AND GAGE
<br />q PARTITION -TYPE LEGEND
<br />E" SCALE: NTS
<br />A
<br />I AT SINGLE BRACE - FASTEN ANGLE TO
<br />BRACE WITH (4) NO 10 SCREWS
<br />AT DOUBLE BRACE - FASTEN DOUBLE
<br />BRACE TO BOTH ANGLES WITH (6) NO
<br />10 SCREWS THROUGH BRACE AND
<br />BOTH ANGLES
<br />OSECTION ACROSS BRACING
<br />CED TO STRUCTURE ABOVE - SEISMIC
<br />PROVIDE CEILING EXPANSION
<br />JOINTS AS NECESSARY,
<br />DIVIDING CEILING INTO AREAS
<br />NO GREATER THAN 2500 SF
<br />8" MAX EACH SIDE
<br />O EXPANSION JOINT FOR CEILINGS EXCEEDING 2500 SF
<br />NOT REQUIRED IN SEISMIC DESIGN CATAGORY C
<br />AT SINGLE BRACE - FASTEN
<br />ANGLE TO TRACK WITH (8) NO 10
<br />SCREWS
<br />AT DOUBLE BRACE - FASTEN (2)
<br />ANGLES TO TRACK WITH (8) NO 10
<br />SCREWS AT EACH ANGLE
<br />SEISMIC DESIGN CATEGORY C:
<br />PROVIDE FLEXIBLE CONNECTION TO
<br />SPRINKLER HEAD THAT ALLOWS CEILING
<br />TO MOVE 3/8" IN ALL HORIZONTAL
<br />DIRECTIONS
<br />SEISMIC DESIGN CATEGORY D, E, AND F:
<br />PROVIDE FLEXIBLE CONNECTION TO
<br />SPRINKLER HEAD THAT ALLOWS CEILING
<br />TO MOVE 1" IN ALL HORIZONTAL
<br />DIRECTIONS
<br />O SPRINKLER HEAD CLEARENCE
<br />DESIGN ARCHITECT
<br />SDH Architect
<br />2242 NW RESERVE CAMP CT
<br />BEND, OR 97703
<br />206.369.8881
<br />OWNER
<br />ROIC
<br />ROIC of WASHINGTON
<br />8905 Towne Center Drive, Suite 108
<br />San Diego, CA 92122
<br />CONSULTANT
<br />SEAL
<br />:I;TERED
<br />AFkCHI T LCT
<br />SCOTT DAVID HARRIS
<br />STATE OF WASHINGTON
<br />SOUTHPOINT PLAZA
<br />SUITE 1 - REPAIR
<br />10121 EVERGREEN WAY #1
<br />EVERETT, WA
<br />ISSUED / REVISED
<br />DATE
<br />PERMIT SET
<br />06.26.23
<br />PERMIT COMMENTS 1
<br />07.31.23
<br />PR 01-SOCCER POST
<br />01.26.24
<br />PR-01 SOCCER POST 01.26.24
<br />DETAILS
<br />SCALE: NOT TO SCALE
<br />A-801
<br />
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