|
SILL TRACK ANCHORAGE
<br />SEE
<br />OPEN
<br />(USE COMBINED OPNG
<br />WIDTH FOR SIZING OF
<br />JAMB STUDS BTWN OPNGS)
<br />HEADER SIZE PER
<br />OPEN
<br />BRIDGING WHERE WALL
<br />FINISH DOES NOT
<br />OCCUR, SEE
<br />SILL SIZE PER
<br />CONDITION WHERE OPENING
<br />OCCURS @ DOOR/WINDOW
<br />JAMB STUDS
<br />JAMB STUDS AS FOR
<br />WINDOW OPNG FULL HT
<br />SEE
<br />OPEN
<br />OPEN
<br />FULL HT JAMB STUDS
<br />TYP, SEE
<br />INTERIOR MTL STUDS, REFERENCE
<br />ARCH FOR STUD DEPTH & SPCG;
<br />FOR GAUGE & HEIGHT LIMITATIONS SEE
<br />INFILL STUD AS NEEDED
<br />TO ACCOMMODATE OPNG
<br />SIZE
<br />SLOTTED SLIP
<br />TRACK TO MATCH
<br />STUD DEPTH
<br />SEE
<br />SILL TRACK ATTACH
<br />@ JAMB SEE
<br />TOP TRACK ATTACH
<br />@ JAMB, SEE
<br />TYPICAL TRACK ATTACH @ TOP
<br />OF WALL, SEE
<br />SILL TRACK TO MATCH
<br />STUD GAUGE, ATTACH
<br />TO STUDS PER
<br />@ MULTIPLE OPNGS
<br />'W'
<br />'W'
<br />6" MIN TYP
<br />
<br />9" MAX
<br />6" MIN
<br />
<br />9" MAX
<br />6" MIN
<br />
<br />9" MAX
<br />LAP WEBS OF TOP
<br />TRACKS @ SPLICES
<br />1'-8" MIN w/ 18GA BENT
<br />PL CONNECT w/ (6)
<br />#10 SMS EA SIDE TYP
<br />CL TRACK SPLICE
<br />OR HOLE
<br />11
<br />S5.12
<br />1
<br />S5.13
<br />11
<br />S5.12
<br />A
<br />S5.11
<br />B
<br />S5.11
<br />B
<br />S5.11
<br />B
<br />S5.11
<br />9
<br />S5.118
<br />S5.11
<br />B
<br />S5.11
<br />6
<br />S5.11
<br />13
<br />S5.12
<br />NOTES:
<br />1. STUDS SHALL BE DEPTH AS INDICATED ON ARCH DRAWINGS AND GAUGE AS
<br />DETERMINED BY THIS SCHEDULE.
<br />2. FOR TYPICAL WALL FRAMING CONDITIONS, SEE & . DESIGNATION
<br />CONFORMS TO STEEL STUD MANUFACTURER'S ASSOCIATION STANDARDS.
<br />3. FOR WALL SUPPORTED CABINET INSTALLATION, SEE .
<br />4. THE MAX HEIGHTS NOTED IN THIS SCHEDULE ARE BASED ON THE USE OF SEISMIC
<br />COMPONENT LOAD FP OR A LIVE LOAD OF 5PSF, WHICHEVER GOVERNS.
<br />INTERIOR METAL STUD PARTITIONS
<br />16"CC SPACING
<br />DEPTH
<br />3 5/8"
<br />MAXIMUM HEIGHT FOR METAL STUDS WITH SDS = 1.5, IP = 1.0
<br />DEFLECTION LIMIT L/120, NON-BEARING WITH CABINET OR EQUIPMENT
<br />3 5/8"
<br />3 5/8"
<br />3 5/8"
<br />4"
<br />4"
<br />4"
<br />4"
<br />6"
<br />6"
<br />6"
<br />6"
<br />8"
<br />8"
<br />8"
<br />8"
<br />GAUGE
<br />20
<br />18
<br />16
<br />14
<br />20
<br />18
<br />16
<br />14
<br />20
<br />18
<br />16
<br />14
<br />20
<br />18
<br />16
<br />14
<br />DESIGNATION 3
<br />362S162-33
<br />362S162-43
<br />362S162-54
<br />362S162-68
<br />400S162-33
<br />400S162-43
<br />400S162-54
<br />400S162-68
<br />600S162-33
<br />600S162-43
<br />600S162-54
<br />600S162-68
<br />800S162-33
<br />800S162-43
<br />800S162-54
<br />800S162-68
<br />MAX HEIGHT
<br />12'-5"
<br />16'-2"
<br />20'-3"
<br />22'-0"
<br />13'-10"
<br />18'-0"
<br />22'-0"
<br />24'-0"
<br />20'-8"
<br />25'-0"
<br />31'-9"
<br />35'-0"
<br />22'-3"
<br />30'-6"
<br />40'-0"
<br />44'-9"
<br />4/S5.11
<br />4/S5.11 3/S5.11
<br />WALL FRAMING, SEE
<br /> OR
<br />MEDICAL EQUIPMENT
<br />OR CABINETS. SEE
<br />ARCH FOR ATTACHMENT
<br />TO BACKING TRACKS
<br />BACKING TRACK BEHIND
<br />ALL ATTACHMENTS TYP
<br />SEE 12
<br />S5.12
<br />CEILING
<br />ATTACHMENT,
<br />SEE ARCH DWG
<br />AT INTERIOR WALLS, REDUCE
<br />SHOT PIN SPACING TO 16"CC
<br />WHERE FLOOR=MOUNTED,
<br />WALL-BRACED OR
<br />WALL-MOUNTED EQUIPMENT
<br />OCCURS
<br />3
<br />S5.11
<br />2
<br />S5.11
<br />13
<br />S5.12
<br />CONCRETE SLAB OR
<br />CONCRETE OVER MTL
<br />DECK AS OCCURS
<br />OPEN
<br />OPEN
<br />JAMB STUDS PERFLOOR OR ROOF
<br />SEE PLANS
<br />DIAG BRCG @ 48"CC
<br />AND AT JAMBS PER
<br />SILL TRACK ANCHORAGE
<br />SEE &
<br />HEADER SIZE PER
<br />BRIDGING WHERE WALL
<br />FINISH DOES NOT
<br />OCCUR, SEE
<br />SILL SIZE PER
<br />JAMB STUDS AS FOR
<br />WINDOW OPNG
<br />SEE
<br />INTERIOR MTL STUDS, REFERENCE
<br />ARCH FOR STUD DEPTH & SPCG;
<br />FOR GAUGE & HEIGHT LIMITATIONS SEE
<br />SILL TRACK ATTACH
<br />@ JAMB SEE
<br />SILL TRACK TO MATCH
<br />STUD GAUGE, ATTACH
<br />TO STUDS PER
<br />LAP WEBS OF TOP TRACKS @ SPLICES
<br />1'-8" MIN w/ 18GA BENT PL 1 1/4"
<br />CONNECT w/ (6) #10 SMS EA SIDE TYP
<br />CENTER ON DIAG BRCG
<br />HE
<br />I
<br />G
<br />H
<br />T
<br />
<br />S
<br />E
<br />E
<br />
<br />A
<br />R
<br />C
<br />H
<br />TYP WINDOW
<br />'W'
<br />6" MIN TYP
<br />
<br />9" MAX
<br />TYP DOOR
<br />'W'
<br />6" MIN
<br />
<br />9" MAX
<br />6" MIN
<br />
<br />9" MAX
<br />6" MIN
<br />
<br />9" MAX
<br />CL TRACK SPLICE
<br />OR HOLE
<br />A
<br />S5.11
<br />11
<br />S5.12
<br />1
<br />S5.13
<br />B
<br />S5.11
<br />B
<br />S5.11
<br />B
<br />S5.11
<br />5
<br />S5.11
<br />B
<br />S5.11
<br />6
<br />S5.11
<br />13
<br />S5.12
<br />SUB-PURLINS
<br />STUD PER TYP
<br />L2x3x18GA CLIP LLV
<br />@ EA DIAG BRACE w/
<br />(3) #10 SMS EA LEG
<br />LINE OF CEILING,
<br />SEE ARCH
<br />STUD BRACING, ATTACHMENT,
<br />AND STRONGBACK WHERE
<br />OCCURS PER
<br />STD TRACK TO MATCH
<br />GAUGE OF STUDS TYP
<br />ATTACH PER
<br />MTL STUDS SEE
<br />ARCH &
<br />PARALLEL CONDITION PERPENDICULAR CONDITION
<br />NOTES:
<br />1. LOCATE DIAG BRCG WITHIN 12" OF JAMB STUDS AS FOLLOWS:
<br />A. ONE DIAG BRACE @ J2
<br />B. (2) DIAG BRACES @ 12"CC @ J3 & J4
<br />2. DIAG BRCG MAY OCCUR @ EITHER SIDE OF WALL OR STGRD @
<br />CONTRACTOR'S OPTION.
<br />6"
<br />B
<br />S5.11
<br />3
<br />S5.11
<br />3
<br />S5.13
<br />3
<br />S5.13
<br />JAMB
<br />PER
<br />TRACK CONTINUES
<br />UNDER WINDOW OPNGS
<br />WHERE OCCUR
<br />TRACK ATTACHMENT
<br />SEE
<br />CONCRETE SLAB OR
<br />CONCRETE OVER MTL
<br />DECK AS OCCURS
<br />ATTACH EA JAMB STUD
<br />TO TRACK, SEE
<br />TRACK ATTACHMENTS
<br />@ JAMB STUDS SEE
<br />LOCATE
<br />ATTACHMENTS
<br />EQUALLY EITHER SIDE OF
<br />JAMB WHERE TRACK
<br />OCCURS ON BOTH SIDES.
<br />MTL STUD TRACK
<br />TO MATCH SIZE
<br />& GA OF STUDS
<br />13
<br />S5.12
<br />13
<br />S5.12
<br />B
<br />S5.11
<br />9" MAX
<br />6" MAX
<br />
<br />3" MIN
<br />11
<br />S5.12
<br />C
<br />S5.11
<br />NOTES:
<br />1. USE J2 MINIMUM AT DOOR OPENINGS.
<br />2. USE J2 AT 4'-0" MAX OPNGS IN 20GA WALLS (ALL STUD DEPTHS), 8"x18GA WALLS
<br />AND 4"x14GA WALLS.
<br />3. USE 18GA MIN HEADERS AT 12'-0" MAX OPNGS IN 8" WALLS.
<br />4. USE 16GA MIN HEADERS AT 16'-0" MAX OPNGS IN 3 5/8" & 4" WALLS.
<br />5. USE 14GA MIN HEADERS AT 16'-0" MAX OPNGS IN 6" & 8" WALLS UNO.
<br />6. USE HC4-10 HEADERS AT 16'-0" MAX OPNGS IN 8"x14GA WALLS.
<br />7. FOR JAMB, HEADER, AND SILL DETAILS, SEE SHEET .
<br />8. "H4-8" INDICATES HEADER TYPE AND DEPTH OF VERTICAL STUD ELEMENTS
<br />INSIDE HEADER. "HC4-8" INDICATES COMPOSITE HEADER w/ ADDL SCREW
<br />REQUIREMENTS, SEE SCHEDULE & .
<br />9. FOR CONNECTION @ BASE OF WALL AT JAMBS SEE .
<br />10. FOR CONNECTION @ TOP OF WALL AT JAMBS SEE .
<br />11. 'W' WIDTH IS THE MAX WIDTH OF A SINGLE OPENING OR THE COMBINED WIDTH
<br />OF SIDE BY SIDE OPENINGS THAT SHARE A SINGLE JAMB STUD CONFIGURATION.
<br />12. FOR HEADERS & SILLS, OPENINGS UP TO 1 1/4" MAX ARE ACCEPTABLE FOR
<br />CONDUIT. LOCATE OPENING AWAY FROM CLIPS & FLANGES. (2) HOLES MAX PER
<br />HEADER SPACED AT 8" MIN.
<br />6/S5.11
<br />INTERIOR WALL OPENING
<br />FRAMING SCHEDULE
<br />'W'11
<br />MAX WIDTH
<br />8'-0"
<br />12'-0"
<br />16'-0"
<br />4'-0"
<br />JAMBS
<br />J2
<br />J3
<br />J4
<br />J11,2 H2
<br />H4
<br />HC4-83,8
<br />HC4-84,5,6,8
<br />HEADER
<br />DEFLECTION LIMIT = L/120
<br />8"CC
<br />8"CC
<br />4"CC
<br />4"CC
<br />S1
<br />S2
<br />S3
<br />S4
<br />SILL
<br />HC4-8 SCREW SPCG
<br />3 5/8" & 4"
<br />WALLS
<br />6" & 8"
<br />WALLS
<br />8/S5.11
<br />3/S5.12
<br />S5.12
<br />NOTE:
<br />FOR COND @ JAMB STUDS SEE .
<br />WALL PERPENDICULAR TO DECK WALL PARALLEL TO DECK
<br />2x4 BLKG @16"CC SPANNING
<br />BETWEEN SUB-PURLINS.
<br />CONNECT TO SUB-PURLINS
<br />USING SIMPSON U24 TYP
<br />SLOTTED TRACK
<br />SEE
<br />MTL STUDS
<br />(E) SUB-PURLINS
<br />SIMPSON 1/4"x3"
<br />SDS SCREW @ 16"CC
<br />SIMPSON 1/4"x3"
<br />SDS SCREW@ 24"CC
<br />11
<br />S5.12
<br />8/S5.11
<br />SLOTTED TRACK
<br />SEE
<br />WALL PERPENDICULAR TO DECK
<br />JAMB STUDS,
<br />SEE
<br />WALL PARALLEL TO DECK
<br />CLIP ATTACHMENT
<br />AT JAMBS, SEE
<br />TRACK & PL ATTACHMENTS
<br />@ JAMB STUDS w/ WOOD
<br />SCREWS IN LIEW OF SMS
<br />SEE
<br />11
<br />S5.12
<br />C
<br />S5.11
<br />C
<br />S5.11
<br />4
<br />S5.13
<br />2x4 BLKG AT EA
<br />ATTACHMENT
<br />4x4 BLKG AT JAMB
<br />STUDS. CONNECT TO
<br />SUB-PURLINS USING
<br />SPIMSPON U44
<br />CONNECT 2x4 TO
<br />SUB-PURLINS USING
<br />SIMSPON U24
<br />TRACK ATTACHMENT
<br />AT JAMB STUDS
<br />NOTES:
<br />1. SCHEDULE INDICATES TRACK ATTACHMENTS REQUIRED
<br />WHERE JAMB STUDS OCCUR. SEE TYPICAL SILL AND TOP
<br />TRACK ATTACHMENT DETAILS FOR BASIC ATTACHMENT
<br />METHODS (I.E. SHOT PINS, SMS, BOLTS, ETC.) &
<br />CONDITIONS BEYOND JAMB STUDS.
<br />2. LOCATE ALL REQUIRED ATTACHMENTS AS CLOSE TO
<br />JAMB STUDS AS POSSIBLE. MAINTAIN ALL FASTENER
<br />SPACING AND EDGE DISTANCE REQUIREMENTS. AT SHOT
<br />PINS, SEE TYPICAL NOTES. AT SMS, MAINTAIN 1.5 x
<br />DIAMETER MIN EDGE DISTANCE & SPACING. AT BOLTS,
<br />SPACE NO CLOSER THAN 12 DIAMETERS AND NO MORE
<br />THAN 9" FROM END OF TRACK.
<br />3. BOLTS SHOULD HAVE 4" EFFECTIVE EMBED DEPTH (MIN.)
<br />IN LIEU OF BOLTS, 1/2"Ø HILTI KB-TZ2 BOLTS w/ 3 1/4"
<br />EFFECTIVE EMBED MAY BE USED.
<br />JAMB
<br />TYPE
<br />J1
<br />J2
<br />J3
<br />J4
<br />SHOT PINS
<br />1
<br />2
<br />3
<br />4
<br />TRACK ATTACHMENT METHOD
<br />SMS 1/2"Ø BOLTS
<br />1
<br />2
<br />3
<br />4
<br />1
<br />1
<br />1
<br />2
<br />DETAIL NO SCALE
<br />S5.11
<br />4
<br />EQUIPMENT/CABINETRY
<br />BACKING
<br />540SD016
<br />600 Q STREET, SUITE 200
<br />SACRAMENTO, CA 95811
<br />916 443 0303
<br />SA
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<br />06/19/2024
<br />24-004
<br />GKA ARCHITECTS. ALL RIGHTS RESERVED
<br />COPYRIGHT © 2024
<br />WWW.GKA-ARC.COM
<br />(213) 200-0030
<br />LOS ANGELES, CA 90071
<br />633 W 5TH ST, STE 2607
<br />SHEET NUMBER:
<br />SHEET TITLE:
<br />ISSUE DATE:
<br />PROJECT NUMBER:
<br />EN
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<br />COMMON DETAILS
<br />S5.11
<br />DETAIL NO SCALE
<br />S5.11
<br />2
<br />FULL HEIGHT INTERIOR
<br />METAL STUD WALL
<br />542SD011
<br />S5.11
<br />A
<br />542SD037
<br />DETAIL NO SCALE
<br />S5.11
<br />3
<br />PARTIAL HEIGHT INT
<br />METAL STUD WALL
<br />542SD012
<br />DETAIL NO SCALE
<br />S5.11
<br />5
<br />BRACING AT PART HT
<br />PARTITION WALL
<br />542SD001
<br />S5.11
<br />B
<br />542SD014
<br />DETAIL NO SCALE
<br />S5.11
<br />6
<br />JAMB STUD AT SILL
<br />TRACK
<br />542SD002
<br />DETAIL NO SCALE
<br />S5.11
<br />9
<br />SLIP TRACK TO DECK w/
<br />FILL w/o FIREPROOFING
<br />542SD004
<br />DETAIL NO SCALE
<br />S5.11
<br />8
<br />JAMB STUD AT TOP
<br />TRACK
<br />542SD003
<br />S5.11
<br />C
<br />540SD017
<br />APPLICABLE TO ALL DRAWINGS UNLESS NOTED OR SHOWN OTHERWISE
<br />TYPICAL DETAILS
<br />SEOR STAMP IS APPLICABLE ONLY
<br />TO THE STRUCTURAL CONTENT OF
<br />THE FOLLOWING DETAILS ON THIS
<br />PAGE:
<br />1401 N Tustin Ave Unit#
<br />170 - TI1/27/2025
|