|
N
<br />N
<br />O
<br />N
<br />O
<br />F-
<br />WOOD HEADER & ENGINEERED WOOD BEAM SCHEDULE
<br />PLAN MARK
<br />BEAM SIZE
<br />BEAM TYPE
<br />BEAM SPAN
<br />INTERIOR WALL
<br />EXTERIOR WALL
<br />NOTES
<br /># OF JACK # OF KING
<br />STUDS REQ'D. STUDS REQ'D.
<br /># OF JACK # OF KING
<br />STUDS REQ'D. STUDS REQ'D.
<br />H2-06
<br />(2) 2x6
<br />#2 S.Y.P.
<br />< 6'-6"
<br />(1) 2x4
<br />(1) 2x4
<br />(1) 2x4
<br />(2) 2x4
<br />#1
<br />6-6" < L < 12'-0"
<br />(2) 2x4
<br />(1) 2x4
<br />(2) 2x4
<br />(2) 2x4
<br />#1
<br />112-08
<br />(2) 2x8
<br />#2 S.Y.P.
<br />< 6'-6"
<br />(2) 2x4
<br />(1) 2x4
<br />(2) 2x4
<br />(2) 2x4
<br />#1
<br />6-6" < L < 12'-T
<br />(2) 2x4
<br />(1) 2x4
<br />(2) 2x4
<br />(2) 2x4
<br />#1
<br />H2-10
<br />(2) 2x10
<br />#2 S.Y.P.
<br />< 6'-6"
<br />(2) 2x4
<br />(1) 2x4
<br />(2) 2x4
<br />(2) 2x4
<br />#1
<br />6'-6" <:L < 12'-0"
<br />(2) 2x4..
<br />(1) 2x4
<br />(2) 2x4
<br />(2) 2x4
<br />#1
<br />H2-12
<br />(2) 2x12
<br />#2 S.Y.P.
<br />< 6'-6"
<br />(2) 2x4
<br />(1) 2x4
<br />(2) 2x4
<br />(2) 2x4
<br />#1
<br />6'-6" <1 < 12'-0"
<br />(3) 2x4
<br />(2) 2x4
<br />. (3) 2x4
<br />(3) 2x4
<br />#1
<br />Ce w
<br />H3-06
<br />(3) 2x6
<br />#2 S.Y.P.
<br />< 6'-6"
<br />(1) 2x6
<br />(1) 2x6
<br />(1) 2x6
<br />(1) 2x6
<br />#2
<br />4
<br />6'-6" < L < IT-O"
<br />(2) 2x6
<br />(1) 2x6
<br />(2) 2x6
<br />(2) 2x6
<br />#2
<br />o
<br />H3-08
<br />(3) 2x8
<br />#2 S.Y.P.
<br />< 6'-6"
<br />(2) 2x6
<br />(1) 2x6
<br />(2) 2x6
<br />(1) 2x6
<br />#2
<br />0
<br />6'-6" < L < 12'-0"
<br />(2) 2x6
<br />(1) 2x6
<br />.(2) 2x6
<br />(2) 2x6
<br />#2
<br />H3-10
<br />(3) 2x10
<br />#2 S.Y.P.
<br />< 6'-6"
<br />(2) 2x6
<br />(1) 2x6
<br />(2) 2x6
<br />(2) 2x6
<br />#2
<br />Z
<br />O
<br />6' 6" < L < 12'4"
<br />(2) 2x6
<br />(1) 2x6
<br />(2) 2x6
<br />(2) 2x6
<br />#2
<br />Z
<br />H3-12
<br />(3) 2x12
<br />#2 S.Y.P.
<br />< 6'-6"
<br />(2) 2x6
<br />(1) 2x6
<br />(2) 2x6
<br />(2) 2x6
<br />#2
<br />LU
<br />Z
<br />6'-6" < L < IT-0"
<br />(3) 2x6
<br />(2) 2x6
<br />(3) 2x6
<br />(3) 2x6
<br />#2
<br />H4-06
<br />(4) 2x6
<br />#2 S.Y.P.
<br />< 6'-6"
<br />(1) 2x8
<br />(1) 2x8
<br />(1) 2x8
<br />(1) 2x8
<br />#3
<br />6'-6" < L:< 12'-0"
<br />(2) 2x8
<br />(1) 2x8
<br />(2) 2x8
<br />(2) 2x8:
<br />#3.
<br />H4-08
<br />(4) 2x8
<br />#2 S.Y.P.
<br />< 6'-6"
<br />(2) 2x8
<br />(1) 2x8
<br />(2) 2x8
<br />(1) 2x8
<br />#3
<br />6' 6" <L < 12'-0"
<br />(2) 2x8
<br />(1) 2x8
<br />(2) 2x8
<br />(2) 2x8
<br />#3
<br />H4-10
<br />(4) 2x10
<br />#2 S.Y.P.
<br />< 6'-6"
<br />(2) 2x8
<br />(1) 2x8
<br />(2) 2x8
<br />(2) 2x8
<br />#3
<br />6-6" <,L < 12'-0"
<br />(2) 2x8
<br />(1) 2x8
<br />(2) 2x8
<br />(2) 2x8
<br />#3
<br />H4-12
<br />(4) 2x12
<br />#2 S.Y.P.
<br />< 6'-6"
<br />(2) 2x8
<br />(1) 2x8
<br />(2) 2x8
<br />(2) 2x8
<br />#3
<br />6'-6" < L < 12'-0"
<br />(3) 2x8
<br />(2) 2x8
<br />.(3) 2x8
<br />(3) 2x8
<br />#3
<br />B2-08
<br />(2) 1%4"x7%4"
<br />VERSALAM 2.0 2650
<br />< 6'-6"
<br />(2) 2x4
<br />(1) 2x4
<br />(2) 2x4
<br />(2) 2x4
<br />#4 & #5
<br />6=6" < L <,12'-0":
<br />:(2) 2x4.
<br />: (1) 2x4 ;
<br />(2) 2x4 j
<br />(2) 2x4.:
<br />` -: #4 :& #5
<br />B2-10
<br />(2) lY4"x9Y4"
<br />VERSALAM 2.0 2650
<br />< 6-6"
<br />(2) 2x4
<br />(1) 2x4
<br />(2) 2x4
<br />(2) 2x4
<br />#4 & #5
<br />6=6" <t<12'..-0":
<br />(4 2x4
<br />(1) 2x4 ':. ..
<br />(2) 2-x4
<br />Q) 2x4 . _
<br />:; #4 #5 .
<br />132-12
<br />(2) 1%4"xllY4'
<br />VERSALAM 2.0 2650
<br />< 6-6"
<br />(2) 2x4
<br />(1) 2x4
<br />(2) 2x4
<br />(2) 2x4
<br />#4 & #5
<br />6-6" < L : < 74" "
<br />(3) 2x4" �
<br />(2) 2x4'
<br />(3)�2x4
<br />,Q) 2x4:
<br />#4:& #5
<br />132-14
<br />(2) 13/4"x14"
<br />VERSALAM 2.0 2650
<br />< 6'-6"
<br />(2) 2x4
<br />(1) 2x4
<br />(2) 2x4
<br />(2) 2x4
<br />#4 & #5
<br />6-6" < L < 12%0"
<br />(3) 2x4
<br />(2) 2x4:
<br />(3) 2x4
<br />(3) 2x4
<br />#4 & #5
<br />B2-16
<br />(2) 13/4"xl6"
<br />VERSALAM 2.0 2650
<br />< 6'-6"
<br />(2) 2x4
<br />(1) 2x4
<br />(2) 2x4
<br />(2) 2x4
<br />#4 & #5
<br />L < 12'-0" ..
<br />;(3) 2x4:
<br />(2) 2x4:
<br />(3) 2x4 _
<br />'(3) 2x4
<br />: #4:& #5
<br />132-18
<br />(2) 13/4"x18"
<br />VERSALAM 2.0 2650
<br />< 6'-6"
<br />(2) 2x4
<br />(1) 2x4
<br />(2) 2x4
<br />(2) 2x4
<br />#4 & #6
<br />61-6" < L;< 12'-0" :
<br />(3) 2x4
<br />(2) 2x4:
<br />(3) 2x4 ::
<br />(3) 2x4
<br />#4 6
<br />132-20
<br />(2) 1Y4"x20"
<br />VERSALAM 2.0 2650
<br />< 6'-6"
<br />(2) 2x4
<br />(1) 2x4
<br />(2) 2x4
<br />(2) 2x4
<br />#4 & #6
<br />6W < L:< 12%0".
<br />, (3) 2x4:
<br />.(2) 2x4:
<br />(3) 2x4:
<br />(3) 2x4
<br />#4:,
<br />63-08
<br />(3) 1%4"x7Y4"
<br />VERSALAM 2.0 2650
<br />< 6'-6"
<br />(2) 2x6
<br />(1) 2x6
<br />(2) 2x6
<br />(2) 2x6
<br />#4 & #6
<br />L`< 7-0"
<br />,� �(2) 2x6:
<br />0) 2x6 �.
<br />(2)`,2x6
<br />(2) 2x6
<br />#4'& #6 .
<br />63-10
<br />(3) lY4"x9Y4"
<br />VERSALAM 2.0 2650
<br />< 6'-6"
<br />(2) 2x6
<br />(1) 2x6
<br />(2) 2x6
<br />(2) 2x6
<br />#4 & #6
<br />Q
<br />6' 6" ict < 12'-0" _
<br />;(2) 2x6:
<br />(1) 2x6 �
<br />� :. (2) 2x6
<br />(2) 2x6
<br />#4 & #6
<br />m
<br />63-12
<br />(3) lY4"x11Y4'
<br />VERSALAM 2.0 2650
<br />< 6'-6"
<br />(2) 2x6
<br />(1) 2x6
<br />(2) 2x6
<br />(2) 2x6
<br />#4 & #6
<br />o
<br />00
<br />6'-6." 1 7-T
<br />: ',:(2) 2x6 :
<br />,(2) 2x6,
<br />(2)2x6
<br />� (3) 2x6 _ :
<br />#4 &>#6. , :
<br />133-14
<br />(3) 13/4"x14"
<br />VERSALAM 2.0 2650
<br />< 6'-6"
<br />(2) 2x6
<br />(1) 2x6
<br />(2) 2x6
<br />(2) 2x6
<br />#4 & #6
<br />Ce
<br />6-6" <1 < 12'-0"
<br />(3). 2x6:
<br />Q) 2x6
<br />(3) 2x6:
<br />(3) 2x6 '
<br />#4:& #6
<br />Z
<br />63-16
<br />(3) 13/4"xl6"
<br />VERSALAM 2.0 2650
<br />< 6-6"
<br />(2) 2x6
<br />(1) 2x6
<br />(2) 2x6
<br />(2) 2x6
<br />#4 & #6
<br />Z6'-6"
<br />< L < IT-O" .
<br />(3) 2x6
<br />(2) 2x6.
<br />(3) 2*6 ::
<br />(3) 2x6: `
<br />#4.6i. #6
<br />133-18
<br />(3) 13/4'x18"
<br />VERSALAM 2.0 2650
<br />< 6'-6"
<br />(2) 2x6
<br />(1) 2x6
<br />(2) 2x6
<br />(2) 2x6
<br />#4 & #6
<br />6-6" < t< 12'-T
<br />(3) 2x6..
<br />(2) 2x6
<br />(3) 2x6
<br />(3) 2x6
<br />; #4 & #6
<br />B3-24
<br />(3) 13/4"x24"
<br />VERSALAM 2.0 2650
<br />< 30'-0"
<br />-----
<br />-----
<br />Simpson "HGU5.50-SDS"
<br />Simpson "HGU5.50-SDS"
<br />#4 & #6
<br />134-08
<br />(4) 1%4'x7Y4"
<br />VERSALAM 2.0 2650
<br /><:6 -6'
<br />-(2) 2xg: '
<br />0) 2x8
<br />(2) 2x8
<br />.(2) 2x8 �
<br />� #4'& #7
<br />6'-6" < L < 12'-0"
<br />(2) 2x8
<br />(1) 2x8
<br />(2) 2x8
<br />(2) 2x8
<br />#4 & #7
<br />134-10
<br />(4) lY4"x9Y4"
<br />VERSALAM 2.0 2650
<br />< 61-61'
<br />(2) 2x8
<br />(1) 2x8.
<br />(1) 2x8
<br />(2) 2x8 .
<br />#4 & #7
<br />6'-6" < L < 12'-0"
<br />(2) 2x8
<br />(1) 2x8
<br />(2) 2x8
<br />(2) 2x8
<br />#4 & #7
<br />134-12
<br />(4) 1%4'x11Y4'
<br />VERSALAM 2.0 2650
<br />< 6'=6"
<br />(2) 2x8
<br />(1) 2x8
<br />(2) 2x8
<br />(2) 2x8 :
<br />#4 & #7
<br />6'-6" < L < 12'-0"
<br />(2) 2x8
<br />(2) 2x8
<br />(2) 2x8
<br />(3) 2x8
<br />#4 & #7
<br />64-14
<br />(4) 13/4"x14"
<br />VERSALAM 2.0 2650
<br />< 6'-6"
<br />(2) 2x8
<br />(1) 2x8
<br />.(2) 2x8
<br />(2) 2x8
<br />#4 & #7
<br />6'-6" < L < 12'-0"
<br />(3) 2x8
<br />(2) 2x8
<br />(3) 2x8
<br />(3) 2x8
<br />#4 & #7
<br />134-16
<br />(4) 13/4"xl6"
<br />VERSALAM 2.0 2650
<br />< 6-6''
<br />(2) 2x8
<br />(1) 2x8
<br />(2) 2x8
<br />(2) 2x$
<br />#4 & #7
<br />6'-6" < L < 12'-0"
<br />(3) 2x8
<br />(2) 2x8
<br />(3) 2x8
<br />(3) 2x8
<br />#4 & #7
<br />134-18
<br />(4) 1Y4"x18"
<br />VERSALAM 2.0 2650
<br />< 6'-6"
<br />(2) 2x8:
<br />(1) 2x8: ,
<br />(2) 2x8
<br />(2) 2x8
<br />#4,& #7
<br />6'-6" < L < 12'-0"
<br />(3) 2x8
<br />(2) 2x8
<br />(3) 2x8
<br />(3) 2x8
<br />#4 & #7
<br />1. 2-PLY 2x FLITCHED WOOD BEAM: PROVIDE 2x MEMBERS PER SCHEDULE FLITCHED w/Y" PLYWOOD BETWEEN EACH PLY. ATTACH LUMBER EITHER SIDE OF Y2" PLYWOOD
<br />FLITCH PLATE w/ 16d COMMON NAILS @ 12" O.C. HIGH & LOW ALTERNATING SIDES, TYP. SEE DETAIL BELOW.
<br />2. 3-PLY 2x FLITCHED WOOD BEAM: PROVIDE 2x MEMBERS PER SCHEDULE FLITCHED w/%" PLYWOOD BETWEEN EACH PLY. ATTACH LUMBER EITHER SIDE OF EACH Y"
<br />PLYWOOD FLITCH PLATE w/ 16d COMMON NAILS @ 12" O.C. HIGH & LOW ALTERNATING SIDES, TYP. SEE DETAIL BELOW.
<br />3. 4-PLY 2x FLITCHED WOOD BEAM: PROVIDE 2x MEMBERS PER SCHEDULE FLITCHED w/ %" PLYWOOD BETWEEN EACH OUTSIDE PLY &Y2" PLYWOOD BETWEEN CENTER PLIES.
<br />ATTACH LUMBER EITHER SIDE OF EACH Y" PLYWOOD FLITCH PLATE w/ 16d COMMON NAILS @ 12" O.C. HIGH & LOW ALTERNATING SIDES, TYP. SEE DETAIL BELOW
<br />4. ALL GLUE -LAMINATED BEAMS TO BE VERSA -LAM 2.0 2650 SERIES MANUFACTURED BY BOISE CASCADE, LLC, TYP. (UNLESS NOTED OR DETAILED OTHERWISE)
<br />5. 2-PLY VERSALAM BEAM: FOR BEAM DEPTHS LESS THAN 12", FASTEN MEMBERS TOGETHER w/ 2 ROWS OF 16d BOX/SINKER NAILS @ 12" O.C. OR 2 ROWS OF Y"O A307 THRU
<br />BOLTS @ 24" O.C. STAGGERED, TYP. FOR BEAM DEPTHS 14" TO 18", FASTEN MEMBERS TOGETHER w/ 3 ROWS OF 16d BOX/SINKER NAILS @ 12" O.C. OR 2 ROWS OF %"O A307
<br />THRU BOLTS @ 24" O.C. STAGGERED, TYP. FOR BEAM DEPTHS UP TO 24", FASTEN MEMBERS TOGETHER w/ 4 ROWS OF 16d BOX/SINKER NAILS @ 12" O.C. OR 2 ROWS OF Y"O
<br />A307 THRU BOLTS @ 24" O.C. STAGGERED, TYP.
<br />6. 3-PLY VERSALAM BEAM: FOR BEAM DEPTHS LESS THAN 12", FASTEN MEMBERS TOGETHER w/ 2 ROWS OF 16d BOX/SINKER NAILS @ 12" O.C. OR 2 ROWS OF Y"O A307 THRU
<br />BOLTS @ 24" O.C. STAGGERED, TYP. FOR BEAM DEPTHS 14" TO 18", FASTEN MEMBERS TOGETHER w/ 3 ROWS OF 16d BOX/SINKER NAILS @ 12" O.C. OR 2 ROWS OFY"O A307
<br />THRU BOLTS @ 24" O.C. STAGGERED, TYP. FOR BEAM DEPTHS UP TO 24", FASTEN MEMBERS TOGETHER w/ 3 ROWS OF 16d BOX/SINKER NAILS @ 12" O.C. OR 2 ROWS OF Y"O
<br />A307 THRU BOLTS @ 24" O.C. STAGGERED, TYP.
<br />7. 4-PLY VERSALAM BEAM: FOR BEAM DEPTHS LESS THAN 12", FASTEN MEMBERS TOGETHER w/ 2 ROWS OF Y4"x6" SDS @ 12" O.C. STAGGERED EACH SIDE OR 2 ROWS OFY"O A307
<br />THRU BOLTS @ 24" O.C. STAGGERED, TYP. FOR BEAM DEPTHS 14" TO 18", FASTEN MEMBERS TOGETHER w/ 3 ROWS OF Y4"x6" SDS @ 12" O.C. STAGGERED EACH SIDE OR 2 ROWS
<br />OFY2"O A307 THRU BOLTS @ 24" O.C. STAGGERED, TYP. FOR BEAM DEPTHS UP TO 24", FASTEN MEMBERS TOGETHER w/ 3 ROWS OF Y4"x6" SDS @ 12" O.C. STAGGERED EACH
<br />SIDE OR 2 ROWS OFY"O A307 THRU BOLTS @ 24" O.C. STAGGERED, TYP.
<br />Wood Header & Engineered Wood Beam Schedule
<br />4.00• SCALE: N.T.S.
<br />N�_-
<br />2-PLY (NAILED)
<br />5Y" or 5%"
<br />m
<br />7�4
<br />3-PLY (NAILED)
<br />7Y "
<br />4
<br />`lam
<br />_ 9�__
<br />4-PLY (SCREWED)
<br />3
<br />.00•
<br />NOTE:
<br />DO NOT CUT, NOTCH OR DRILL HOLES IN
<br />BEAMS/HEADERS EXCEPT AS INDICATED ON
<br />ILLUSTRATION & TABLE
<br />l 7 1/4" - 20" 2"
<br />Allowable Holes in PSL Beams/Headers
<br />SCALE: /4" = 1'-0"
<br />•
<br />o
<br />o
<br />o
<br />o •
<br />o%
<br />M
<br />t2'-
<br />4
<br />.00.
<br />STUD FACE %$'MIN.
<br />MAX. BORED HOLE
<br />DIAMETER = 40% OF STUD
<br />WIDTH (60% OF STUD
<br />WIDTH IF DOUBLE STUD)
<br />NOTCH 25% OF
<br />STUD WIDTH MAX.
<br />EXTERIOR OR
<br />BEARING WALL
<br />STUD FACE %" MIN.
<br />- MAX. BORED HOLES
<br />DIAMETER = 60% OF
<br />STUD WIDTH.
<br />NOTCH 40% OF
<br />STUD WIDTH MAX.
<br />NON -BEARING
<br />PARTITION
<br />PENETRATIONS THRU WOOD STUDS
<br />Wall Size
<br />Load -Bearing or Exterior
<br />Wood Stud Wall
<br />(Max. Bored Hole Size)
<br />Non -Load -Bearing
<br />Wood Stud Partition
<br />(Max. Bored Hole Size)
<br />Load -Bearing or Exterior
<br />Wood Stud Wall
<br />(Max. Notch Size)
<br />Non -Load -Bearing
<br />Wood Stud Partition
<br />(Max. Notch Size)
<br />40% Max.
<br />60% Max.
<br />(Dbl. Stud)*
<br />60% Max.
<br />25% Max.
<br />40% Max.
<br />2x4
<br />1%"
<br />(2) 2x4
<br />---
<br />2Ya"
<br />2 8"
<br />%$"
<br />1/
<br />2x6
<br />2Y4'
<br />---
<br />---
<br />lYs'
<br />2Ys"
<br />(2) 2x6
<br />---
<br />3Y/6'
<br />35/6'
<br />1%s"
<br />2Y8'
<br />2x8
<br />2%1'
<br />---
<br />---
<br />113/16s
<br />27/n
<br />(2) 2x8
<br />---
<br />43/8"
<br />4Y8'
<br />11%6'
<br />2%s'
<br />* NO MORE THAN TWO (2) SUCCESSIVE DOUBLED STUDS MAY BE BORED.
<br />NOTE: BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF STUD AS A CUT OR NOTCH.
<br />TOP/BOTTOM WOOD PLATES:
<br />TOP AND BOTTOM PLATE HOLE, CUT OR NOTCH THAT IS 50% OR
<br />MORE OF WIDTH MUST BE REPAIRED USING 16 GA. (MIN.) METAL TIE
<br />THAT IS ATLEAST 1%" WIDE (SECTION 2308.9.8 I.B.C.) IF WALL IS A SHEAR
<br />WALL IT MUST BE REPAIRED USING HARDY FRAME SADDLE (HFS).
<br />Plate Size
<br />Max. Allowable
<br />Hole Size
<br />2x4
<br />1 3/4"
<br />2x6
<br />2Y4"
<br />2x8 7
<br />3%"
<br />Cutting, Notching, &Bored Holes in Studs &Plates
<br />SCALE: Y4" = F-0"
<br />3-PLY 2x4 3-PLY 2x6 4-PLY 2x4
<br />(1 ROW OF STAGGERED 30d (1 ROW OF STAGGERED 30d (1 ROW OF STAGGERED
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<br />Structural Sections &
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