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Use A35 @ opng
<br />on/10'-0", typ
<br />4-16d @ 2x king stud,
<br />4-20d @ 3x king stud
<br />& use A35 @ hdrs
<br />ov/10'-0" long or
<br />where specified nails
<br />cannot be used
<br />2-10d TN, T&B
<br />1-2x king stud, typ
<br />2-2x king studs or
<br />1-3x king stud min
<br />@ hdr ov/10'-0"
<br />long
<br />All items not noted
<br />shall be per framed
<br />exterior wall opening
<br />detail
<br />Use A35 @ opng
<br />ov/6'-0" wide
<br />4-16d @ 2x king
<br />stud, 4-20d @ 3x
<br />king stud & use A35
<br />@ hdrs ov/6'-0" long
<br />or where specified
<br />nails cannot be used
<br />1-2x king stud, typ
<br />2-2x king studs or
<br />1-3x stud min at hdr
<br />ov/3'-6" long & 3-2x
<br />@ hdr ov/6'-0"
<br />Cripple same as
<br />stud, UNO
<br />Use A35 @ opng
<br />ov/6'-0", typ
<br />PT DF sill ¤
<br />w/ABs per plans
<br />Headers are solid, one
<br />piece, same width as
<br />studs up to 2x6.
<br />Header depth is 6" up
<br />to 4'-0" span & 10"
<br />up to 8'-0" span,
<br />UNO
<br />2x stud, typ UNO
<br />2-16d TN, T&B
<br />Double 2x sub-
<br />sill @ opng
<br />above floor
<br />Nail as a multiple
<br />stud
<br />See typ
<br />holdown detail
<br />Note: See plans &
<br />details for opngs >
<br />8'-0" UNO
<br />A
<br />A
<br />Stagr sheets horiz
<br />Penetrations see
<br />use partial length
<br />sheets @ top of wall
<br />only
<br />Align horiz joints on solid
<br />3x min x stud width block
<br />Where SP sheathing
<br />occurs on ea side of wall,
<br />stagr vert sheet joints on
<br />different studs &/or
<br />posts, ea side
<br />SPPN to perimeter of all
<br />shts & to all vert members
<br />of 4x or greater width,
<br />stagr nails @ panel edges
<br />SPIN to all interior
<br />contacts
<br />Use full sheets where
<br />possible
<br />See Shear Wall Diagram
<br />for SP thickness
<br />Min dimension
<br />of a piece of
<br />wall shtg shall
<br />be 12"
<br />5
<br />S0.2
<br />min
<br />12"
<br />CS16x3'-6" strap
<br />ov/SP w/2-rows
<br />of 8d @ 2À"cc
<br />King stud
<br />@ opng
<br />Full depth
<br />4x blkg w/
<br />SPPN, typ
<br />30½" sq
<br />max opng
<br />Framed opng, sim as
<br />in or
<br />as applicable
<br />Trimmer stud, typNotes:
<br />1. All ducts through shear walls will be framed as shown, typ.
<br />2. Provide SPPN around entire opng & w/SPPN @ cont king stud.
<br />3. Blocking & strapping not required @ holes that are contained
<br />w/in one stud bay, no bigger than 36 in², & only on shear
<br />wall w/SPPN @ 6"cc. For opngs greater than those noted or
<br />openings on shear walls w/SPPN less than 6"cc, blocking &
<br />straps required
<br />Strap location 1
<br />S0.2
<br />2
<br />S0.2
<br />1/2"clrDTC clip
<br />@ ea jst
<br />Non bearing
<br />stud wall
<br />2x6 blk @ 3'-0"cc
<br />w/2-16d ea end
<br />DTC clip
<br />@ ea blk
<br />Non bearing
<br />stud walls 1/2"clr2x blkg w/SPPN
<br />where SP
<br />occurs & DTC
<br />to wall top ¤'s,
<br />typ @ 24"cc1/2" clrSP
<br />2x6 brace @
<br />48"cc, stagr
<br />w/3-16d @ blkg
<br />or rafter & A35
<br />@ wall dbl ¤'s
<br />T-bar grid
<br />ceiling @
<br />highest side
<br />Non-
<br />bearing
<br />stud wall
<br />2x min blk
<br />w/A35 ea
<br />end plus typ
<br />blkg nailing
<br />SPPN
<br />SP
<br />2x6 strongback @
<br />6'-0" w/2-16d @
<br />ea contact
<br />1 1
<br />1 1
<br />Joist Size
<br />2x4
<br />2x6, 8
<br />2x10,12,14
<br />3x8
<br />3x10
<br />3x12
<br />4x6
<br />4x8
<br />4x10
<br />4x12
<br />6x8
<br />6x10
<br />6x12
<br />Hanger
<br />LUS24
<br />LUS26
<br />LUS210
<br />HU38
<br />HU310
<br />HU312
<br />HUS46
<br />HUS48
<br />HUS410
<br />HUS412
<br />HU68 MAX
<br />HU610 MAX
<br />HU612 MAX
<br />Notes:
<br />1. Fill all holes in hanger
<br />with nails, UNO. Use nail
<br />size & type as specified
<br />in catalog.
<br />2. Use SIMPSON hangers, or
<br />approved equal.
<br />3. Where double joists occur,
<br />use similar "LUS", "HU"
<br />or "HUS" hanger.
<br />4. At angled connections,
<br />use skewed joist hangers
<br />conforming with table, typ
<br />UNO.
<br />of break in upper plate
<br />Specified nailing on each side
<br />£ splice
<br />Dbl top ¤
<br />Wall studs
<br />Notes:
<br />1. Splices to occur only over center line of stud.
<br />2. When upper ¤ is a 3x or greater, nail upward
<br />thru 2x bot ¤.
<br />of break in upper plate
<br />Specified nailing on each side
<br />Bored holes in studs & wall ¤s not exceeding one third
<br />of the stud or ¤ width shall be located on the center-
<br />line of the member being penetrated & at a minimum
<br />spacing of 12" & 12" from end of stud or wall ¤. Bored
<br />holes at studs to occur @ 3 max consecutive studs.
<br />Any other conditions requiring holes must be specifically
<br />detailed on the contract documents. Contact the S.E.O.R. if
<br />detail is required & provide sketch of proposed
<br />penetration indicating size and location of hole.
<br />NOTCHES IN STRUCTURAL MEMBERS ARE NOT ALLOWED
<br />....
<br />4½" min
<br />9"max
<br />4½" min
<br />9"max
<br />Min spacing to be
<br />3x diameter of
<br />larger penetration
<br />4"4"4"All penetrations
<br />reqd to be w/in
<br />mid ¿ of sill ¤
<br />Max diameter of
<br />penetration to be
<br />¿ width of sill ¤
<br />Provide AB ea side of
<br />all notches &
<br />penetrations greater
<br />than ¿ width of sill ¤
<br />SILL PLATE
<br />TOP PLATE
<br />11"11"11"Min spacing to be
<br />3x diameter of
<br />larger penetration
<br />4"4"4"1/3All penetrations
<br />reqd to be w/in
<br />mid ¿ of top ¤
<br />Max diameter
<br />of penetration
<br />to be ¿ width
<br />of top ¤
<br />Penetrations greater
<br />than ¿ width of top
<br />¤ are not allowed
<br />No penetrations
<br />at top plate lap
<br />locations
<br />Header @ 2x6 max Header @ 2x8 minDepthwidth
<br />Match stud
<br />width
<br />Match stud
<br />Depth4x @ ea
<br />stud face
<br />2x ¤ T&B
<br />w/10d @ 6"cc
<br />@ ea hdr
<br />A35 clips T&B
<br />@ all opngs
<br />SECTION A-A
<br />6"6"8"3"6" high curb (abv fin
<br />flr) x width of stud (and
<br />SP occuring)
<br />Interior non-bearing wood
<br />stud wall (where occurs)
<br />SJ
<br />Conc slab on
<br />grade
<br />#5 cont
<br />2x PT sill ¤
<br />w/}"~x18" AB's
<br />@ 48"cc. Provide
<br />nut & cut washer
<br />width of curb above
<br />8" min or match
<br />2-#5 cont
<br />'6'
<br />'6A'
<br />Arch dwgs
<br />Air gap, see
<br />Double interior non-
<br />bearing wall (where
<br />occurs)
<br />'6B'
<br />2x ¤
<br />within
<br />slab
<br />Interior non-
<br />bearing wood
<br />stud wall
<br />(where
<br />occurs)2x PT sill ¤
<br />Hilti X-CP PDF
<br />(0.145"~x2]") @
<br />24"cc (1{" min
<br />embed) w/]"ø
<br />washer
<br />1'-0" min
<br />4'-0" max
<br />ST18 strap ov/SP
<br />Provide SPPN @
<br />cont member for
<br />length of member
<br />@ opng, typ
<br />Jst per plan
<br />2x blkg
<br />w/SPPN
<br />Opng btwn joists,
<br />block all unsupported
<br />edges
<br />(For openings less than 1'-0", straps not required)
<br />4'-0" max
<br />Shtg per
<br />plan
<br />JH, ea end Roof frmg
<br />4x6 blkg, typ @ Mech
<br />unit perimeter UNO. 2x6
<br />blkg may be used at
<br />equipment weighing
<br />100lb or less, UNO
<br />2x (stud width)
<br />king stud ea side
<br />5-16d ea side
<br />3x cripple,
<br />typ UNO
<br />16d @ 12"cc
<br />ea side
<br />Beam or header
<br />Solid plywd
<br />filler as reqd
<br />@ GL bms
<br />ELEVATION SECTION
<br />PERPENDICULAR TO WALL
<br />AT CORNER OF WALL
<br />Plywood as
<br />occurs
<br />King studs
<br />5-8d
<br />16d @ 12"cc
<br />Beam or header
<br />3x cripple, typ
<br />UNO
<br />5-16d
<br />PLAN SECTION
<br />depression4"max8"Finish flr,
<br />see Arch
<br />Depress slab
<br />per Arch
<br />\"~x12" smooth steel
<br />dowel @ 24"cc, extend
<br />6" into ea slab 6"8"6"
<br />S0.2
<br />2 Framed Interior Wall Openings
<br />S0.2
<br />1 Framed Exterior Wall Openings
<br />S0.2
<br />4 SP Wall Sheathing
<br />S0.2
<br />5 Shear Wall Opening
<br />S0.2
<br />7 Non-Bearing Wall to Joists
<br />S0.2
<br />8 Partial Height Stud Wall @ T-Bar Ceiling
<br />S0.2
<br />9 Joist Hanger Schedule
<br />S0.2
<br />3 Wall Plate Splice
<br />S0.2
<br />10 Holes Thru Structural Members
<br />S-4555
<br />SEP
<br />CFOE
<br />R O
<br />EGRISREA
<br />TSTED
<br />T
<br />A
<br />I
<br />AIENGINEERA
<br />N
<br />L
<br />ROFI
<br />O
<br />N
<br />LG A
<br />H
<br />R CI.RDSYR
<br />ERGF S
<br />O I
<br />STRUC LARUT
<br />OF 7 SHEETS
<br />SHEET NO.
<br />UPDATED
<br />CADFILE
<br />SCALE
<br />CHECKED
<br />DRAWN
<br />DATE
<br />PROJECT NO. REVISIONS BY
<br />04/03/20
<br />GG
<br />GIR
<br />AS NOTED
<br />19-32-050
<br />CONSULTANT
<br />FILE NO. 39-50 APP NO. 02-118041
<br />KITCHEN RENOVATIONHOUSTON (SERNA) SCHOOL730 Howe Avenue, Suite 450Sacramento, CA 95825Phone: 916.921.2112Fax: 916.921.2212TYPICAL WOODFRAMING DETAILSS0.2
<br />S0.2
<br />6 Non-Structural Sill Plate
<br />S0.2
<br />11 Roof Opening
<br />S0.2
<br />12 Blocking at MEP
<br />S0.2
<br />13 Beam or Header to Wall
<br />S0.2
<br />14 Depressed Slab
<br />#4 long @ 18"cc ea
<br />way T&B
<br />(N) Mech pad
<br />8" thick
<br />4"3" clr
<br />NOTE: Coord mech pad size w/Mech 1 1/2" clr4"4" min gravel base1 1/2"clrS0.2
<br />22 Mechanical Unit Pad
<br />S0.2
<br />15
<br />
<br />
<br />
<br />4/10/2020
<br />04/10/2020
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