|
W
<br />m
<br />N'
<br />N
<br />O
<br />N
<br />0
<br />WOOD HEADER & ENGINEERED WOOD BEAM SCHEDULE
<br />INTERIOR WALL
<br />EXTERIOR WALL
<br />PLAN MARK
<br />BEAM SIZE
<br />BEAM TYPE
<br />BEAM SPAN
<br />NOTES
<br /># OF JACK # OF KING
<br /># OF JACK # OF KING
<br />STUDS REQ'D. STUDS REQ'D.
<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 />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 />):2x4
<br />112-10
<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 />C
<br />.�5)zc
<br />X
<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 />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 />w
<br />X iv n` ``\\v`\:,A
<br />v k `` V,r
<br />x1:�V \� _.x`
<br />p
<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 />v
<br />v.>
<br />�
<br />.X
<br />Q113-10
<br />(3) 2x10
<br />#2 S.Y.P.
<br /><y 6'-6"
<br />(2) 2x6
<br />(1) 2x6
<br />(2) 2x6
<br />(2) 2x6
<br />#2
<br />Z1
<br />il.` L\ \ ��,/}I'
<br />` \ .\ X `` T{, i
<br />\ \\ �T : 1\ \ `\\
<br />\ `\\x\
<br />ex
<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 />w
<br />Z`
<br />X, \ \
<br />'L<1
<br />\\ .\
<br />,, \,
<br />\ \`
<br />\ \\\ .\
<br />0 v
<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 />x'
<br />114-08
<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 />V
<br />2
<br />\ \ \
<br />(2)88
<br />#3
<br />_\ \
<br />\
<br />114-10
<br />(4) 2x10
<br />#2 S.Y.P.
<br />< 6'-6"
<br />(2)2 x8
<br />(1) 2x8
<br />(2) 2x8
<br />(2) 2x8
<br />#3
<br />�1�\`6r L` <\ ti-0'�
<br />" ` x\\
<br />` ('1 �:�
<br />C
<br />114-12
<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 />i1\ ,4 \ `r., n
<br />\ �\ \ .\ \
<br />\,.�:-` \\ i Via\
<br />\ '`' \ `y \•\
<br />\\ . \ \ .�n
<br />` �'k \ `
<br />82-08
<br />(2) IY4"x7Y4"
<br />VERSALAM 2.0 2650
<br />< 6'-6"
<br />(2) 2x4
<br />(1) 2x4
<br />(2) 2x4
<br />(2) 2x4
<br />#4 & #5
<br />i ` al.' X
<br />,,``rrXX\\� y,�;!
<br />,\ X %� f' �� ,:
<br />\ ?'... /
<br />\ r'" y '`'4 �i;\
<br />x\.''� f
<br />`'r�.
<br />yl.\i �j < \"`Xx\i`y�Y
<br />v'' k'x¢'
<br />T
<br />132-10
<br />(2) 1Y4'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 />h' .,11/T ..x
<br />�n2 4/
<br />2 4\rr n
<br />Vx
<br />:X \>f Y X \<l'
<br />,, y >.,,4\:
<br />y,X< X':x' <'`
<br />T'.c x xy xx
<br />KX
<br />sx; xl)
<br />\! >'>l
<br />132-12
<br />(2) lY4'x11Y4'
<br />VERSALAM 2.0 2650
<br />< 6'-6"
<br />(2) 2x4
<br />(1) 2x4
<br />(2) 2x4
<br />(2) 2x4
<br />#4 & #5
<br />�f� a x )!
<br />}C =(7•
<br />X X, k �>( l
<br />�Y <iCT ik
<br />FT \y\{
<br />fk/;n X y�,v
<br />,cX
<br />,. .JITX 11 X.-�
<br />u.,\ kX\':\ ?y. �Y,
<br />a1: `/�
<br />�:�J:'>!�.Y X,'
<br />B2-14
<br />(2) 1Y4'xl4"
<br />VERSALAM 2.0 2650
<br />< 6'-6"
<br />(2) 2x4
<br />(1) 2x4
<br />(2)2x4(2)
<br />2x4
<br />#4 & #5
<br />\ i
<br />6\6
<br />132-16
<br />(2) 1Y4'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 />" r ri
<br />yi x <
<br />rXi r X v
<br />(Y4
<br />�.x >!k
<br />y�'x. v i
<br />f X1r� \
<br />S T�
<br />Y
<br />< v y, u\
<br />ti
<br />x \X .. /
<br />✓. X X ;>�>. X x \x
<br />, x xE
<br />/. k%Y,1; t X max,' /�. )
<br />X 'l J l'T
<br />\ \<a
<br />G .. ,c ;t ! T .: X
<br />132-18
<br />(2) 1Y4'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 />XX
<br />skK
<br />F/\`� x/(aX,'i\
<br />7F,
<br />h\/� ��^�, \
<br />�'X\'^�x
<br />B2-20
<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 />,
<br />�}
<br />x41
<br /><'Y,X x
<br />x \>f\3
<br />k % a
<br />B3-08
<br />(3) 1Y4'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 />% ~
<br />x X
<br />i Y. \ k ' X \
<br />k k ' (�?f.� Y .:r
<br />X �\ , (x '\! f/ _`
<br />.c /!�� /v�
<br />X > y,'_ K _
<br />/ k `'�E'lLj
<br />?,`��'\' `
<br />,\,;✓ `\�.x/,KX,r\ nN
<br />k7'�; ,�'rr�,X'Y\i
<br />,X
<br />B3-10
<br />(3) 1Y4'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 />k
<br />, , 'Y Y
<br />v��C,�v
<br />Y.<x -V x
<br />y.Try xy � �c'�J A
<br />x ' > yamy `�
<br />v' ` � } � x�
<br />\ �s`
<br />\T.rt
<br />y''
<br />�2k, Xx;i
<br />\\\,
<br />t .�.xx�t\
<br />k#
<br />m
<br />B3-12
<br />(3) 1Y4"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 />v7�' a
<br />�5.. Y� VJ�i
<br />Y \ }
<br />>, v x k
<br />i, n n�..��(( �!`\
<br />; \' , i6r
<br />_ X.
<br />j,. \
<br />} u
<br />r r
<br />v
<br />63-14
<br />(3) 1%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 />LU
<br />:Y� `!
<br />w4 .
<br />\"Q x
<br />\`% x V X;
<br />\i .k < (.Q' v k < \i
<br />T
<br />%%��
<br />"'< �!\j *%�
<br />X /t
<br />/ �\ r ✓ v< ' X\,
<br />�...h �✓ d` ✓ \ /
<br />� _X X X r'
<br />>
<br />B3-16
<br />(3) 1Y4'"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 />_Z
<br />l7
<br />zy k�
<br />CC X
<br />X
<br />Y \r \,r
<br />j
<br />X ruy x i X�<
<br />vkr X
<br />W
<br />i?
<br />a�
<br />f
<br />B3-18
<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 />F 2 0<�
<br />x
<br />T\,.X
<br />r> �l <_/
<br />�✓ T `, x
<br />F xV���xX��i
<br />X `X
<br />\LX'
<br />k,\\ t /
<br />(wF� C� i'\
<br />/ X
<br />x Z
<br />x t\ ;X
<br />B4-08
<br />(4) lY4'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 />61
<br />Y
<br />x\(
<br />�(`2)
<br />4-10
<br />(4) 1Y4'x9Y4"
<br />VERSALAM 2.0 2650
<br />< 6'-6"
<br />(2) 2x8
<br />(1) 2x8
<br />(1) 2x8
<br />2x8
<br />#4 & #7
<br />x8\
<br />(�\2'x8#4\�s
<br />k
<br />\
<br />x k>
<br />B4-12
<br />(4) 1%4"x11Y4"
<br />VERSALAM 2.0 2650
<br /><6 61�
<br />(2) 2x8
<br />(1) 2x8
<br />(2) 2x8
<br />(2) 2x8
<br />#4 & #7
<br />B4-14
<br />(4) 1Y4"A4"
<br />VERSALAM 2.0 2650
<br />< 6'-6"
<br />(2) 2x8
<br />(1) 2x8
<br />(2) 2x8
<br />(2) 2x8
<br />#4 & #7
<br />k
<br />.
<br />\
<br />B4-16
<br />(4) lY4"x16"
<br />VERSALAM 2.0 2650
<br />< 6'-6"
<br />(2) 2x8
<br />(1) 2x8
<br />(2) 2x8
<br />(2) 2x8
<br />#4 & #7
<br />d)
<br />134-18
<br />(4) 1Y4'xi8"
<br />VERSALAM 2.0 2650
<br />< 6'-6"
<br />(2) 2x8
<br />(1) 2x8
<br />(2) 2x8
<br />(2) 2x8
<br />#4 & #7
<br />`' p
<br />(r i '.
<br />YiY i<[*i 1.
<br />X'C \-�! `n
<br />'1 Y }•�'
<br />.! �! { 'J;;\'�V h,�\(', 'u x
<br />\ ,X{s-y .
<br />4
<br />>i T \
<br />`i\
<br />FrV ^ ..A
<br />" `t\ �x
<br />;! '_ X u ,. ti 'x ..
<br />X� fi'>`,C `,c
<br />r' a V�\ x x x n x
<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 %"
<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/ 3/" PLYWOOD BETWEEN EACH OUTSIDE PLY & 12" 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 OFY2"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 Y" 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 OFY"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 Y2" 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 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 1z"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 OF Y"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 Y" 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 OF Y" O A307 THRU BOLTS @ 24" O.C. STAGGERED, TYP.
<br />Wood Header & Engineered Wood Beam Schedule
<br />.00V
<br />00• SCALE: N.T.S.
<br />3%"
<br />N�
<br />N�_- IN
<br />2-PLY (NAILED)
<br />SY" or 5%"
<br />N�
<br />3-PLY (NAILED)
<br />N�__
<br />4-PLY (SCREWED)
<br />3
<br />4.00.
<br />a
<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" ` 2"
<br />Allowable Holes in PSL Beams/Headers
<br />SCALE: Y4" = 1'-0"
<br />4
<br />4.00.
<br />3-PLY 2x4 3-PLY 2x6
<br />(1 ROW OF STAGGERED 30d (1 ROW OF STAGGERED 30d
<br />COMMON WIRE NAILS) COMMON WIRE NAILS)
<br />2
<br />.00.
<br />STUD FACE %"MIN.
<br />MAX. BORED HOLE
<br />DIAMETER = 40% OF STUD
<br />WIDTH (60 0 OF STUD
<br />WIDTH IF DOUBLE STUD)
<br />NOTCH 25% OF
<br />STUD WIDTH MAX.
<br />EXTERIOR OR
<br />DC/AKIINV 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 Ys"
<br />---
<br />---
<br />7/s'
<br />1 % 1i
<br />(2) 2x4
<br />---
<br />2%"
<br />71/8"
<br />7/1t
<br />1/11
<br />2x6
<br />2Y4"
<br />---
<br />----
<br />1Y8"
<br />2Y8"
<br />(2) 2x6
<br />---
<br />3Y16 `
<br />3Y16"
<br />13 s"
<br />2Ys"
<br />2x8
<br />28"
<br />---
<br />---
<br />11%61
<br />Z78"
<br />(2) 2x8
<br />---
<br />43/8"
<br />4Y8"
<br />11 16n
<br />2/n
<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 IY" 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 />1Y4'
<br />2x6
<br />2Y4'
<br />2x8
<br />3 "
<br />Cutting, Notching, &Bored Holes in Studs &Plates
<br />SCALE.. 3 -
<br />1'-0"
<br />/4n -
<br />0
<br />O q
<br />4D C)
<br />O a
<br />M
<br />2
<br />4-PLY 2x4
<br />0 ROW OF STAGGERED
<br />30d COMMON WIRE
<br />NAILS EACH PLY)
<br />I
<br />I
<br />NOTE: ALL BORED HOLES & NOTCHING IN FRAMING
<br />SHALL MEET F.B.C. CHAPTER 23, SECTION 2308, TYP.
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