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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)"Zx4.`
<br />fl).2x4,
<br />(2) 2x4
<br />(2)4..
<br />#1
<br />H2-08
<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'-0"
<br />(2):2x4' "'�:
<br />" {1) x4 "
<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 />f2);2x4
<br />(1) x4
<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" <.L <12'-0"
<br />(3):2x4 :;�
<br />(2)�2x4
<br />� :(3) 2x4
<br />{3) 2X4 , �
<br />#1 ,
<br />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 />-0"
<br />`
<br />(2) 2x6
<br />(1) 2x6
<br />(2)x6
<br />(2) 2x6
<br />#2
<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 />O
<br />O
<br />-0"
<br />(2) 2x6 . , .
<br />(1) 2x6:
<br />(2) Zx6 ...
<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 />O
<br />.zL <t'-0"
<br />6
<br />(z
<br />2)E .2
<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 />Z
<br />6 __< L < 12' 0"
<br />(3):2x6 :=
<br />(2)-2x6.
<br />(3) 2x6
<br />(3), 2x6
<br />#2
<br />O
<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 />7777-7-7-7-77
<br />(2)2�i� "
<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 />2X8..-
<br />(1). 2x8"
<br />(2) 2x8
<br />(2) 2x$..:
<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 />1X-0"
<br />(2)" 2x8
<br />(1), 2x8
<br />(2} 2 8
<br />(2) 2x8
<br />#3 ;
<br />H4-12
<br />(4) 2xl2
<br />#2 S.Y.P.
<br />< 6'-6"
<br />(2) 2x8
<br />(1) 2x8
<br />(2) 2x8
<br />(2) 2x8
<br />#3
<br />:�*L.<42'-0" .
<br />(3,) 2x8 : ,.
<br />(2); 2x8
<br />(3) 2x8
<br />(3) 2 t8
<br />#3
<br />132-08
<br />(2) 1%4"x7%a''
<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'-0n
<br />`: (2) 2x4
<br />f1): 2x4.:`"
<br />(2)>2x4
<br />"f2) 2X4
<br />#4 & #
<br />B2-10
<br />(2) 1Y4'x9%4'
<br />VERSALAM 2.0 2650
<br />< 6' 6"
<br />2 2x4
<br />f)
<br />1 2x4
<br />f)
<br />(2 2x4
<br />f)
<br />(2)2 x4
<br />("
<br />#4 & #5
<br />(2)'x4
<br />(a j' ZX4 ., .
<br />(2jx4
<br />77777-777
<br />'
<br />(2) 2i4
<br />#4
<br />62-12
<br />3 n 1 n
<br />(2) 1/4 x11/a
<br />VERSALAM 2.0 2650
<br />< 6- 6''
<br />(2) 2x4
<br />(1) 2x4
<br />(2) 2x4
<br />(2) 2x4
<br />#4 & #5
<br />66"'<
<br />2x4
<br />(2 j 2x4
<br />{3) 2x4
<br />(3)• 2xq
<br />#4 & #6: ,
<br />B2-14
<br />(2) 1Y4"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 />x
<br />� x4 .
<br />(3) 4
<br />(3.) 2x4:
<br />#4 & #5
<br />B2-16
<br />(2) 13/41x16"
<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 < L?'-0"
<br />(3):2x4 ; ";.
<br />(2) 2x4.
<br />C3) x4
<br />{3) 2x4
<br />#4 ,
<br />B2-18
<br />(2) 1%41x18"
<br />VERSALAM 2.0 2650
<br />< 6'-6"
<br />(2) 2x4
<br />(1) 2x4
<br />(2) 2x4
<br />(2) 2x4
<br />#4 & #6
<br />(3)x4
<br />(3) 2x4
<br />#477 & #6
<br />62-20
<br />(2) 13/4'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 />(3)"-2X4
<br />f2) 2X4 ^
<br />f32X4
<br />44 & #6
<br />B3-08
<br />(3) IY4"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 />2X6
<br />(1); 2X6
<br />() 2x6
<br />(2j 2i
<br />#4 & #6,
<br />B3-10
<br />(3) 13/4'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 />L
<br />f2)<2x6
<br />(2) 2x6
<br />#4:& #6
<br />m
<br />B3-12
<br />(3) 1Y4'xl1Y4"
<br />VERSALAM 2.0 2650
<br />< 6'-6"
<br />(2) 2x6
<br />(1) 2x6
<br />(2) 2x6
<br />(2) 2x6
<br />#4 & #6
<br />(2): 2x6
<br />'
<br />.
<br />#4 & #b
<br />B3-14
<br />(3) I%N14"
<br />VERSALAM 2.0 2650
<br />< 6'-6
<br />(2) 2x6 2x
<br />(1) 2x6
<br />(2) 2x6
<br />(2) 2x6
<br />#4 & #6
<br />LU
<br />Ce
<br />Ox6
<br />f 3)x6 "..
<br />(3) "2X6 , ..
<br />#,4 .& #6
<br />Z
<br />B3-16
<br />(3) 1%4'xi6"
<br />VERSALAM 2.0 2650
<br />< 6'-6"
<br />(2) 2x6
<br />(1) 2x6
<br />(2) 2x6
<br />(2) 2x6
<br />#4 & #6"
<br />tZ
<br />6` 6" < L <�12' 0"
<br />{3) 2x6
<br />(2) 2x6
<br />(3) 2x6
<br />{3) 2x6
<br />#4
<br />133-18
<br />(3) IY4'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 /><.L,< 0"
<br />(3j; 2x6
<br />(2) 2x6
<br />{3)' 2x6
<br />{3) 2X6
<br />#4 6i #6
<br />B4-08
<br />(4) 1Y4'x7Y4"
<br />VERSALAM 2.0 2650
<br />< 6'-6"
<br />(2) 2x8
<br />(1) 2x8
<br />(2) 2x8
<br />(2) 2x8
<br />#4 & #7
<br />r.
<br />{2) 2x13
<br />B4-10
<br />(4) 1Y4"x9Y4"
<br />VERSALAM 2.0 2650
<br />< 6-6"
<br />(2) 2x8
<br />(1) 2x8
<br />(1) 2x8
<br />(2) 2x8
<br />#4 & #7
<br />0"
<br />(2):�2x8
<br />(�) 2x8
<br />(2) 2x8
<br />{2)it8
<br />#4 4#7�
<br />B4-12
<br />(4) 1Y4"xI1Y4"
<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' 6r L < 1'2' 0't
<br />(2):2x8
<br />f2) 2x8,2)
<br />2x8
<br />"(3) 2x8
<br />44
<br />B4-14
<br />(4) 1%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 />2x$
<br />(3) 2x8
<br />(3) 2x8
<br />#4 #7
<br />134-16
<br />(4) 1Y4'xl6"
<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"�r L <,12°-0"..
<br />�.t) 2x8
<br />(2j:2x8
<br />:(3) 2x8" .
<br />I.. (3) 2X8
<br />#4
<br />134-18
<br />(4) 1%4'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 />1. 2-PLY 2x FLITCHED WOOD BEAM: PROVIDE 2x MEMBERS PER SCHEDULE FLITCHED w/2" 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 Y2"
<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/ Y8" PLYWOOD BETWEEN EACH OUTSIDE PLY &Y2" PLYWOOD BETWEEN CENTER PLIES.
<br />ATTACH LUMBER EITHER SIDE OF EACH Y2" 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 Yz"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 z"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 12"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" Q.C. OR 2 ROWS OF Y"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 Y2" 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 Y4N15" SDS @ 12" O.C. STAGGERED EACH SIDE OR 2 ROWS OF 1/2"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 />OF Y2"O A307 THRU BOLTS @ 24" O.C. STAGGERED, TYP. FOR BEAM DEPTHS UP TO 24", FASTEN MEMBERS TOGETHER w/ 3 ROWS OF Y4N15" SDS @ 12" O.C. STAGGERED EACH
<br />SIDE OR 2 ROWS OF Y2"O A307 THRU BOLTS @ 24" O.C. STAGGERED, TYP.
<br />Wood Header & Engineered Wood Beam Schedule
<br />�S19.36)SCALE: N.T.S.
<br />3%"
<br />N�
<br />2-PLY (NAILED)
<br />SY" or 52"
<br />N�
<br />3
<br />19.3
<br />NOTE:
<br />DO NOT CUT, NOTCH OR DRILL HOLES IN
<br />BEAMS/HEADERS EXCEPT AS INDICATED ON
<br />ILLUSTRATION & TABLE
<br />7 1/4" - 20" I 2"
<br />Allowable Holes in PSL Beams/Headers
<br />SCALE: Y4" = 1'-0"
<br />21/2" 24"
<br />b
<br />0
<br />4
<br />19.3
<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 />o
<br />60 /o Max.
<br />0
<br />25 /o Max.
<br />0
<br />40 /o Max.
<br />2x4
<br />1 %8"
<br />...
<br />---
<br />7/B 1
<br />13/ n
<br />(2) 2x4
<br />---
<br />2Ys"
<br />2/
<br />2x6
<br />2Y4"
<br />---
<br />---
<br />1%'
<br />2%"
<br />(2) 2x6
<br />---
<br />3Y16"
<br />35/6"
<br />13/8
<br />2Y8"
<br />2x8
<br />2%$'
<br />---
<br />---
<br />11Y16'
<br />2%1'
<br />(2) 2x8
<br />---
<br />43/11
<br />43/s
<br />113261
<br />2%11
<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 1Y2" 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 Y4"
<br />2X6
<br />2%4'
<br />2x8
<br />3%"
<br />Cutting, Notching, &Bored Holes in Studs &Plates
<br />SCALE: Y4' = 1'-0"
<br />3-PLY 2x4
<br />3-PLY 2x6
<br />4-PLY 2x4
<br />(1 ROW OF STAGGERED 30d
<br />(1 ROW OF STAGGERED 30d
<br />(1 ROW OF STAGGERED
<br />COMMON WIRE NAILS)
<br />COMMON WIRE NAILS)
<br />30d COMMON WIRE
<br />NAILS EACH PLY)
<br />2
<br />19.3
<br />NOTE: ALL BORED HOLES & NOTCHING IN FRAMING
<br />SHALL MEET F.B.C. CHAPTER 23, SECTION 2308, TYP.
<br />o
<br />©
<br />O
<br />0
<br />o
<br />Q
<br />0 .
<br />• O
<br />4-PLY 2x6
<br />(2 ROWS OF STAGGERED
<br />30d COMMON WIRE
<br />NAILS EACH PLY)
<br />Built-up Wood Stud Column Sections
<br />SCALE: Y4" = 1'-0"
<br />io
<br />v
<br />J
<br />ro
<br />v
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<br />_0
<br />LL
<br />.0
<br />3
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<br />b
<br />0
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<br />0
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<br />0
<br />s
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<br />44
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<br />a
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<br />a.
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<br />b0
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