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MAX. DSIZE
<br />NOTE :
<br />NOTCHING JOIST IS NOT ACCEPTABLE WITHOUT
<br />STRUCTURAL ENGINEER'S APPROVAL
<br />1 3/4"2x6
<br />3"
<br />4 3/8"
<br />3 3/4"
<br />2 3/8"
<br />2x12
<br />2x14
<br />2x8
<br />2x10
<br />2"
<br />
<br />M
<br />I
<br />N
<br />.
<br />2"
<br />
<br />M
<br />I
<br />N
<br />.
<br />2x JOIST. SEE PLAN.
<br />12" MIN.
<br />D
<br />D
<br />EXT. & BRG. STUDSNON-BRG STUDS
<br />NOTE:
<br />NOTCH AND BORING NOT TO OCCUR IN
<br />SAME STUD SECTION.1 3/8"40%2 1/8"
<br />2x6
<br />2"
<br />7/8"
<br />2x4
<br />60%
<br />25%
<br />3 1/4"
<br />1 3/8"
<br />NOTCH/BORE
<br />% OF STUD
<br />5/8" MIN. TYP.
<br />WIDTH, MAX.
<br />60% STUD
<br />NOTCH, MAX.
<br />40% STUD WIDTH
<br />STUD WIDTH
<br />NOTCH, MAX.
<br />25% STUD WIDTH
<br />5/8" MIN. TYP.
<br />STUD WIDTH
<br />WIDTH, MAX.
<br />40% STUD
<br />SYM.
<br />INTERMEDIATE NAILING - 10" O.C. AT FLOORS,
<br />12" O.C. AT ROOFS. SAME SIZE AS EDGE NAILS.
<br />3x4 FLAT BLOCK WHERE REQ'D
<br />BOUNDARY NAILING
<br />EDGE NAILING
<br />NOTES:
<br />1. PLYWOOD THICKNESS AND NAILING PER PLAN.
<br />2 FACE GRAIN OF PLYWOOD SHALL RUN PERPENDICULAR TO SUPPORTS.
<br />3.NAILS SHALL HAVE MIN. 3/8" EDGE DISTANCE AND SHALL
<br />NOT BE OVER-DRIVEN THRU OUTER PLY.
<br />4.CONTINUOUS PANEL EDGES SHALL RECEIVE BOUNDARY NAILING.
<br />5.STAGGER PLYWOOD JOINTS.
<br />1
<br />2
<br />3
<br />4
<br />4'x8'
<br />PLYWOOD
<br />PANELS
<br />1
<br />2
<br />3
<br />4
<br />JOISTS OR
<br />RAFTERS
<br />TYPICAL CORNER CONDITION TYPICAL CONNECTION AT INTERSECTION
<br />INTERSECTION WITH OR HOLDOWNCONDITION AT POST OR HOLDOWN ANCHOR
<br />NOTES:
<br />STUDS IN DIRECT CONTACT SHALL BE NAILED TOGETHER WITH 16d @ 12" O.C. (STAGGERED
<br />IF POSSIBLE). STUDS SEPARATED BY SHEATHING SHALL BE NAILED WITH 20d @ 12" O.C.
<br />U.N.O. PRE-DRILLED HOLES ARE REQUIRED FOR 20d SPIKES.
<br />SHTG. WHERE INDICATED
<br />ON PLANS. TYP. SEE
<br />SCHDULE FOR NAILING
<br />3x MIN. POST OR
<br />REQ'D MEMBER
<br />AT HOLDOWN
<br />ANCH.
<br />Field Nail U.N.O.E.N.
<br />SHTG. WHERE INDICATED ON
<br />PLANS. TYP. SEE SCHDULE
<br />FOR NAILING
<br />E.N.
<br />E.N.
<br />B.N.
<br />E.N.
<br />E.N.
<br />E.N.
<br />E.N.
<br />POST OR REQ'D.
<br />MEMBER AT
<br />HOLDDOWN
<br />ANCHOR
<br />FIELD NAIL
<br />TYP. U.N.O.E.N.
<br />B.N.
<br />E.N.
<br />PROVIDE STUD
<br />BELOW
<br />PLATE SPLICE
<br />2X DOUBLE
<br />TOP PLATE
<br />USE 16d @ 16" O.C. LAP
<br />SPLICE AT EA. SIDE OF
<br />TOP PLATE
<br />4' - 0" MIN. LAP
<br />6"
<br />NOTCH STUDS AS REQ'D
<br />(5) 3/4" DIA. BOLTS @ 9" O.C.6"
<br />(26) 16d ALT.
<br />3" MIN.
<br /> DOUBLE TOP PLATE
<br /> SILL PLATE
<br />B/
<br />2
<br />
<br />M
<br />A
<br />X
<br />.
<br />5"3"5"
<br />MAX.MAX.MAX.
<br />B
<br />5" MIN.
<br />9" MIN.
<br />5" MIN.
<br />9" MAX.
<br />5" MIN.
<br />9" MAX.
<br />B
<br />"D
<br />"
<br />A
<br />B
<br />WHERE DEPTH OF NOTCH "D" IS GREATER THAN B/5 PROVIDE
<br />ANCHOR BOLT EACH SIDE OF NOTCH AS PER END REQUIREMENT.
<br />INDICATES
<br />ANCHOR
<br />BOLT
<br />C OF PLATEL
<br />END OF SILL PLATE
<br />8-16d EACH
<br />SIDE OF NOTCH
<br />(4-EACH PLATE)NOTCH
<br />WHERE NOTCH IS GREATER THAN 1" PROVIDE 12 GA.
<br />STRAP WITH WIDTH SAME AS DOUBLE TOP PLATE.
<br />16d @ 12"
<br />O.C.
<br />STAGGERED
<br />CORNER INTERSECTION
<br />DBL. STUD WHEN
<br />OPNG EXCEEDS
<br />4'-0"
<br />JACK STUD
<br />(PROVIDE (2) JACK
<br />STUDS AT OPNGS
<br />OVER 6'-0" WIDE)
<br />SIMPSON A35
<br />(A34 @ 2x4)
<br />16d@12"STAGGERED,
<br />EA STUD TO STUD
<br />2x PRESSURE
<br />TREATED D.F. SILL
<br />EXCEPT AS NOTED
<br />MIN. SILL BOLTS
<br />5/8" DIA. x 12" @ 4'-0"
<br />O.C. (U.O.N.)
<br />2x BLK. AT
<br />MID-HEIGHT
<br />OR 8'-0" MAX.
<br />(2) 2x TOP PLATE
<br />LINTEL (SOLID
<br />OR BUILT-UP)
<br />PER PLANS
<br />3/4" MIN., 1" MAX. DRYPACK AS REQ'D.
<br />TO LEVEL. WHERE TROWELED
<br />SURFACE IS LEVEL (1/8" MAX. IN 10-0")
<br />DRYPACK IS NOT REQ'D.
<br />(4)16d
<br />SEE DETAIL A FOR
<br />ANCHOR BOLT
<br />BRSAAING DETAIL
<br />4'-0" MIN. PLATE SPLICE
<br />9" Max
<br />5" Min
<br />2x BLOCKING
<br />ANCHOR BOLTDRY PACK
<br />WHERE REQ'D
<br />2x STUDS
<br />2x FLAT
<br />DETAIL A
<br />OPNG HEADER
<br />UP TO 6'-0"4x6
<br />UP TO 3'-0"4x4
<br />4x8
<br />DOOR AND WINDOW
<br />HEADER SCHEDULE
<br />UP TO 8'-0"
<br />NOTES:
<br />1.HEADERS TO BE DF-L NO. 1. HEADER SIZES PER
<br />SCHEDULE U.O.N. ON PLANS.
<br />2. STRAPS ARE TO BE INSTALLED OVER PLYWOOD.
<br />3.PROVIDE E.N. TO ALL FRAMING MEMBERS AROUND
<br />OPENINGS AND BLOCKING.
<br />HEADER PER
<br />SCHEDULE
<br />(2) 2x SILL AT WINDOW OPENINGS
<br />2x TRIMMER (FULL HEIGHT AT
<br />DOOR OPENINGS)
<br />INTERRUPT TRIMMER AT
<br />WINDOW SILL AS OCCURS
<br />SIMPSON CMSTC16 STRAP
<br />T&B OF OPENING
<br />STRAP PER SCHEDULE
<br />AT WINDOW OPENING
<br />DOUBLE STUD CRIPPLE STUDS TO MATCH
<br />TYPICAL WALL FRAMING
<br />A35 AT HEADER TO
<br />TRIMMER
<br />A35 AT
<br />SILL
<br />4x BLOCKING AT
<br />STRAPS TYP.
<br />24" MIN.
<br />NOTES:
<br />1.HOLDOWN HARDWARE SHALL BE SECURED IN PLACE
<br />PRIOR TO FOUNDATION INSPECTION.
<br />2.HOLDOWN CONNECTOR BOLTS INTO WOOD FRAMING
<br />REQUIRE APPROVED PLATE WASHERS.
<br />3.HOLDOWN CONNECTOR BOLTS SHALL BE TIGHTENED
<br />PRIOR TO COVERING THE WALL FRAMING.
<br />4.SEE FOUNDATION PLAN FOR LOCATION AND
<br />SHEARWALL INFORMATION.
<br />HDU2 SSTB20
<br />MODEL
<br />NO.
<br />MONO
<br />POUR
<br />SSTB20 20
<br />MODEL
<br />NO.
<br />DIA.MIN.
<br />EMBED
<br />4x POST
<br />PLYWOOD
<br />SHEATHING
<br />(SEE PLAN)HD HOLDOWN (SEE PLAN)
<br />3 x P.T. SILL PLATEA.B. (SEE PLAN)
<br />CONC. CURB
<br />OR FOOTING
<br />5/8"
<br />CONNECTION NAILING
<br />NAILING SCHEDULE
<br />1.JOIST TO SILL OR GIRDER, TOENAIL
<br />2.BRSAAING TO JOIST, TOENAIL EACH END
<br />3.1"x6" SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL
<br />4.WIDER THAN 1"x6" SUBFLOOR TO EACH JOIST, FACE NAIL
<br />5.2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL
<br />6.SOLE PLATE TO JOIST OR BLOCKING, TYPICAL FACE NAIL
<br />7.TOP PLATE TO STUD, END NAIL
<br />8.STUD TO SOLE PLATE
<br />9.DOUBLE STUDS, FACE NAIL
<br />10.DOUBLED TOP PLATES, TYPICAL FACE NAIL
<br />DOUBLE TOP PLATES,LAP SPLICE
<br />11.BLOCKING BETWEEN JOIST OR RAFTERS TO TOP PLATE, TOENAIL
<br />12.RIM JOIST TO TOP PLATE, TOENAIL
<br />13.TOP PLATES, LAPS AND INTERSECTIONS
<br />15.CEILING JOIST TO PLATE, TOENAIL
<br />16.CONTINUOUS HEADER TO STUD, TOENAIL
<br />17.CEILING JOIST, LAPS OVER PARTITIONS, FACE NAIL
<br />18.CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL
<br />19.RAFTER TO PLATE, TOENAIL
<br />20.1" BRACE TO EACH STUD AND PLATE, FACE NAIL
<br />21.1"x8" SHEATHING OR LESS TO EACH BEARING, FACE NAIL
<br />22.WIDER THAN 1"x8" SHEATHING TO EACH BEARING, FACE NAIL
<br />23.BUILT UP CORNER STUDS
<br />24.BUILT UP GIRDER AND BEAMS
<br />25.2" PLANKS
<br />32.PANEL SIDING (TO FRAMING):
<br />1/2" OR LESS
<br />25/32"
<br />33.FIBERBOARD SHEATHING:
<br />1/2"
<br />25/32"
<br />34.INTERIOR PANELING
<br />1/4"
<br />3/8"
<br />16d AT 24" O.C.
<br />NO. 11 GA.
<br />6d
<br />NO. 11 GA.
<br />8d
<br />8
<br />6d
<br />4d 11
<br />4
<br />10
<br />7
<br />4
<br />68d
<br />66d
<br />8
<br />16d AT 16" O.C.
<br />2-8d
<br />3-8d
<br />3-8d
<br />2-8d
<br />3-16d
<br />3-16d
<br />3-8d
<br />4-8d
<br />4-8d TOENAIL OR 2-16d END NAIL
<br />16d AT 16" o.c.
<br />8d AT 6" O.C.
<br />3-8d
<br />8-16d
<br />2-16d
<br />3-16d PER 16"
<br />2-16d
<br />16d AT 24" O.C.
<br />3-8d
<br />2-8d
<br />3-8d
<br />2-16d
<br />2-8d
<br />1
<br />2 - 16d AT EACH BEARING
<br />14.CONTINUOUS HEADER, TWO PIECES 16d AT 16" O.C. ALONG EA. END
<br />20d AT 32" O.C. AT TOP
<br />AND BOTTOM AND
<br />STAGGERED 2-20d AT
<br />ENDS AND AT EA. SPLICE
<br />26.COLLAR TIE TO RAFTER, FACE NAIL 3-10d
<br />27.JACK RAFTER TO HIP 3-8d TOENAIL OR 2-16d FACE NAIL
<br />28.ROOF RAFTER TO 2x RSAAE BEAM 2-16d TOENAIL OR FACE NAIL
<br />29.JOIST TO BAND JOIST, FACE NAIL 3-16d
<br />30.LEDGER STRIP 3-16d
<br />31.WOOD STRUCTURAL PANELS AND PARTICLEBOARD
<br />SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING)
<br />1/2" AND LESS
<br />2
<br />3,126d
<br />19/32" TO 3/4"48d OR 6d
<br />7/8" TO 1"38d
<br />1 1/8" TO 1 1/4"410d OR 8d
<br />5
<br />5
<br />SINGLE FLOOR (COMBINATION SUBFLOOR-
<br />UNDERLAYMENT TO FRAMING)
<br />3/4" AND LESS 56d
<br />7/8" TO 1"58d
<br />1 1/8" TO 1 1/4"410d OR 8d 5
<br />1. COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE
<br />OTHERWISE STATED.
<br />2.NAILS SPACED AT 6 INCHES ON CENTER AT EDGES, 12 INCHES AT
<br />INTERMEDIATE SUPPORTS EXCEPT 6 INCHES AT SUPPORTS WHERE
<br />SPANS ARE 48 INCHES OR MORE. FOR NAILING OF WOOD STRUCTURAL
<br />PANEL AND PARTICLE BOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO
<br />CBC SECTION 2305. NAILS FOR WALL SHEATHING ARE PERMITTED TO BE
<br />COMMON, BOX OR CASING.
<br />3. COMMON OR DEFORMED SHANK
<br />4. COMMON
<br />5.DEFORMED SHANK
<br />6.CORROSION-RESISTANT SIDING OR CASING NAIL
<br />7.FASTENERS SPACED 3 INCHES ON CENTER AT EXTERIOR EDGES AND
<br />6 INCHES ON CENTER AT INTERMEDIATE SUPPORTS, WHEN USED AS
<br />STRUCTURAL SHEATHING. SPACING SHALL BE 6 INCHES ON CENTER ON
<br />THE EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS
<br />FOR NON-STRUCTURAL APPLICATIONS.
<br />8.CORROSION-RESISTANT ROOFING NAILS WITH 7/16" DIAMETER HEAD AND
<br />1/2" LENGTH FOR 1/2" SHEATHING AND 1 3/4" LENGTH FOR 25/32"
<br />SHEATHING
<br />9.CORROSION RESISTANT STAPLES WITH NOMINAL 7/16" CROWN AND 1 1/8"
<br />LENGTH FOR 1/2" SHEATHING AND 1 1/2" LENGTH FOR 25/32" SHEATHING.
<br />PANEL SUPPORTS AT 16 INCHES (20 INCHES IF STRENGTH AXIS IN THE
<br />LONG DIRECTION OF THE PANEL, UNLESS OTHERWISE MARKED).
<br />10.CASING OR FINISH NAILS SPACED 6 INCHES ON PANEL EDGES, 12 INCHES
<br />AT INTERMEDIATE SUPPORTS.
<br />11.PANEL SUPPORTS AT 24 INCHES. CASING OR FINISH NAILS AT 6 INCHES ON
<br />PANEL EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS.
<br />12.FOR ROOF SHEATHING APPLICATIONS, 8d NAILS ARE THE MINIMUM
<br />REQUIRED FOR WOOD STRUCTURAL PANELS.
<br />13.STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 7/16 INCH.
<br />14.FOR ROOF SHEATHING APPLICATIONS, FASTENERS SPACED 4 INCHES ON
<br />CENTER AT EDGES, 8 INCHES AT INTERMEDIATE SUPPORTS.
<br />15.FASTENERS SPACED 4 INCHES ON CENTER AT EDGES, 8 INCHES AT
<br />INTERMEDIATE SUPPORTS FOR SUBFLOOR AND WALL SHEATHING AND
<br />3 INCHES ON CENTER AT EDGES, 6 INCHES AT INTERMEDIATE SUPPORTS
<br />FOR ROOF SHEATHING.
<br />16.FASTENERS SPACED 4 INCHES ON CENTER AT EDGES, 8 INCHES AT
<br />INTERMEDIATE SUPPORTS.
<br />SOLE PLATE TO JOIST OR BLOCKING, AT BRACED WALL PANELS
<br />NOT TO SCALE
<br />4 Typical Boring of Joists
<br />NOT TO SCALE
<br />3 Typical Notching & Boring of Studs
<br />NOT TO SCALE
<br />12 Typical Plywood Layout & Nailing
<br />NOT TO SCALE
<br />13 Shear Wall Corners & Intersections
<br />NOT TO SCALE
<br />7 Double Top Plate Splice
<br />NOT TO SCALE
<br />5 Notching of Plates
<br />NOT TO SCALE
<br />8 Typ. Stud Wall Corners & Intersections
<br />NOT TO SCALE
<br />9 Stud Wall Framing
<br />NOT TO SCALE
<br />11 Typical Framed Opening in Shearwall
<br />NOT TO SCALE
<br />10 Typical Detail at Holdown PAGE #
<br />NOTES
<br />AS NOTEDSCALE:
<br />DATE:
<br />PHONE: 323-448-4682
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<br />04/28/2025
<br />NOT TO SCALE
<br />6 Nailing Schedule
<br />S-004
<br />DIGITALLY STAMPED AND SIGNED 8.19.2024
<br />EXP: 9.30.2025
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