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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 />66" < k < 12' 0":
<br />x4
<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 />(j 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 />(2)�
<br />#1\
<br />H2-12
<br />(2) 2x12
<br />#2 S.Y.P.
<br />< 6'4"
<br />(2) 2x4
<br />(1) 2x4
<br />(2) 2x4
<br />(2) 2x4
<br />#1
<br />(3j 2x4
<br />(2j, 24 •
<br />.'(3) 2x4
<br />(3) 2x4
<br />#1
<br />o`Wc
<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 />b'.6' < k:�"f;2' 0'�
<br />(2j 2x6
<br />(1):2x6
<br />(2},x6
<br />(2) xE:
<br />#t2
<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 />6'6"� L<"1'.Q".�;(2)
<br />77777
<br />2x6 ;�
<br />(tf2x6 ":`
<br />{2)`2x6
<br />{2)�x6. �::-
<br />#2:
<br />4
<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 />Z77-
<br />O
<br />(2) 2x6
<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 />(')2x6"
<br />(2)2x�i;�
<br />(3)�2x6_"-�
<br />(3),2x6 • :
<br />#2.�
<br />O
<br />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 />< L `<` 12' 0''
<br />(2) 2X,
<br />(1);2xS
<br />() 2x$
<br />(2)
<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 />2x8
<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 />16, <{2)
<br />2x$' :
<br />: (2) 2x$ ,
<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 />i';6"�z L.�"l2'0",
<br />(3j 2x8. ;
<br />(" );2�C8
<br />O2x8
<br />(3);2x8
<br />#3':
<br />132-08
<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 />0"
<br />(2) 2x4n
<br />1); 2x4
<br />�.
<br />(2)�Zx4
<br />„(2)"x4
<br />��#4.& #5
<br />132-10
<br />(2) IY4"x9%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 />y,
<br />132-12
<br />(2) 1%4"x11%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 />2x4(2);2x4�
<br />62-14
<br />(2) 13/4'x14"
<br />VERSALAM 2.0 2650
<br />< 614"
<br />(2) 2x4
<br />(1) 2x4
<br />(2) 2x4
<br />(2) 2x4
<br />#4 & #5
<br />L
<br />4",
<br />(2), 2x4
<br />{3) 2x4
<br />(3)x�}
<br />7-777777771
<br />B2-16
<br />(2) IY4"x16"
<br />VERSALAM 2.0 2650
<br />< 6'-6"
<br />(2) 2x4
<br />(1) 2x4
<br />(2) 2x4
<br />(2) 2x4
<br />#4 & #5
<br />2x4
<br />B2-18
<br />(2) 1%41x1$"
<br />VERSALAM 2.0 2650
<br />< 6'-6"
<br />(2) 2x4
<br />(1) 2x4
<br />(2) 2x4
<br />(2) 2x4
<br />#4 & #6
<br />01,#4
<br />& #6
<br />132-20
<br />(2) 1%4'x20"
<br />VERSALAM 2.0 2650
<br />< 6'-6"
<br />(2) 2x4
<br />(1) 2x4
<br />(2) 2x4
<br />(2) 2x4
<br />#4 & #6
<br />44 & "#
<br />133-08
<br />(3) 1%4'x71/4"
<br />VERSALAM 2.0 2650
<br />< 6'-6"
<br />(2) 2x6
<br />(1) 2x6
<br />(2) 2x6
<br />(2) 2x6
<br />#4 & #6
<br />10
<br />2x6
<br />777
<br />(1)";2x6 's
<br />{2) `z6
<br />(x6
<br />#4 6s #5
<br />133-10
<br />(3) 13/4"x9%4"
<br />VERSALAM 2.0 2650
<br />< 6'-6"
<br />(2) 2x6
<br />(1) 2x6
<br />(2) 2x6
<br />(2) 2x6
<br />#4 & #6
<br />m
<br />B3-12
<br />(3) 1Y4"x11%4'
<br />VERSALAM 2.0 2650
<br />< 6-6"
<br />(2) 2x6
<br />(1) 2x6
<br />(2) 2x6
<br />(2) 2x6
<br />#4 & #6
<br />O
<br />O
<br />6' 6"> < L -12' Q`'
<br />, > (2) 2x6
<br />(2)` 2at6
<br />(2) 2x6
<br />x
<br />(3� 26
<br />#4 & #6
<br />0
<br />B3-14
<br />(3) 1%4'x14"
<br />VERSALAM 2.0 2650
<br />< 6'-6"
<br />(2) 2x6
<br />(1) 2x6
<br />(2) 2x6
<br />(2) 2x6
<br />#4 & #6
<br />6'
<br />2x6
<br />(2 2x6
<br />(3)'2x61
<br />() 2xr�
<br />�(2)
<br />#4 & #6
<br />Z
<br />B3-16
<br />(3) 13/4'x16"
<br />VERSALAM 2.0 2650
<br />< 6'-6"
<br />(2) 2x6
<br />(1) 2x6
<br />(2) 2x6
<br />2x6
<br />#4
<br />v
<br />Z(2`2x6
<br />w
<br />,
<br />#4 6& #6
<br />133-18
<br />(3) 1%4'x18"
<br />VERSALAM 2.0 2650
<br />< 6'-6"
<br />(2) 2x6
<br />(1) 2x6
<br />(2) 2x6
<br />(2) 2x6
<br />#4 & #6
<br />5' 6" < L .%l2'
<br />(3j
<br />"
<br />(3);2x�i
<br />#4 & #6
<br />134-08
<br />(4) 13/4"04"
<br />VERSALAM 2.0 2650
<br />< 6'-6"
<br />(2) 2x8
<br />(1) 2x8
<br />(2) 2x8
<br />(2) 2x8
<br />#4 & #7
<br />6'7rx" < L < 12 "0"
<br />(2) 2x8
<br />(t), 2
<br />2x$
<br />64-10
<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 />l'2' 0"
<br />(`) 2x8.
<br />(1}: 2x8
<br />2x
<br />{2) 8
<br />(2) 2x8
<br />#4 & #7
<br />B4-12
<br />(4) IY4"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 />5' t 2"4"
<br />.8
<br />(22x1x6
<br />(3) 2x8.
<br />#4 & #
<br />64-14
<br />(4) IY4'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 />2xs
<br />(2X 2�c8"
<br />(3)=2x8
<br />(3) 2x$
<br />#4 fx #7
<br />64-16
<br />(4) 1%4"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 />6 < Ll 12-
<br />(•) xB
<br />.(2) 2x8`
<br />(3)�ZXB
<br />{3) fix$
<br />�:#4 & #7 :
<br />134-18
<br />(4) 13/4'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 />h'.1'1".> °F' c.1 ' 0
<br />rql.?xR` '
<br />?ufx• "
<br />#4'k07•'
<br />1. 2-PLY 2x FLITCHED WOOD BEAM: PROVIDE 2x MEMBERS PER SCHEDULE FLITCHED w/1/" PLYWOOD BETWEEN EACH PLY. ATTACH LUMBER EITHER SIDE OF %" 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 1/2"
<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/ 8" PLYWOOD BETWEEN EACH OUTSIDE PLY &Y" PLYWOOD BETWEEN CENTER PLIES.
<br />ATTACH LUMBER EITHER SIDE OF EACH)/2" 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 1z"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 %"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/2 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 %"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 Y/4'x6" SDS @ 12" O.C. STAGGERED EACH SIDE OR 2 ROWS OF %"O A307
<br />THRU BOLTS @ 24" O.C. STAGGERED, TYP. FOR BEAM DEPTHS 14" TO 18", FASTEN MEMBERS TOGETHER w/ 3 ROWS OF'/4'x6" SDS @ 12" O.C. STAGGERED EACH SIDE OR 2 ROWS
<br />OF %"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 %2'O A307 THRU BOLTS @ 24" O.C. STAGGERED, TYP.
<br />Wood Header & Engineered Wood Beam Schedule
<br />\S4.00.VSCALE: N.T.S.
<br />3%"
<br />2-PLY (NAILED)
<br />3
<br />4.00.
<br />2
<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 />0
<br />0
<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 />13/a'
<br />---
<br />---
<br />7/8,
<br />138,
<br />(2) 2x4
<br />-j-�-
<br />2Y„
<br />21a,
<br />/„
<br />1/
<br />2x6
<br />2/4"
<br />---
<br />...
<br />13/8n
<br />"1/n
<br />(2) 2x6
<br />---
<br />35/6
<br />3%6"
<br />13/s'
<br />2�%9"
<br />2x8
<br />2%'
<br />...
<br />___
<br />11316"
<br />27/8
<br />(2) 2x8
<br />---
<br />4%"
<br />4%"
<br />11Y61'
<br />27/81
<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 />IY4"
<br />2x6
<br />2%4'
<br />2x8
<br />3/
<br />4 '� Cutting, Notching, &Bored Holes in Studs &Plates
<br />.00. SCALE: Y4" = 1'-0"
<br />NOTE: ALL BORED HOLES & NOTCHING IN FRAMING
<br />SHALL MEET F.B.C. CHAPTER 23, SECTION 2308, TYP.
<br />I ��E M
<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
<br />COMMON WIRE NAILS) COMMON WIRE NAILS) 30d COMMON WIRE
<br />NAILS EACH PLY)
<br />2
<br />.00.
<br />0
<br />C?
<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: %4' = 1'-0"
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<br />ARCHITECTURE &
<br />INTERIOR DESIGN, INC.
<br />PI.ArM W I M CMR'C-CT M I KrBWR M SM
<br />2
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<br />0
<br />w 237 S. Westmonte Drive, Suite 220
<br />z Altamonte Springs, FL 32714
<br />as 407.830.1400
<br />it
<br />vwvw.forumarchitecture.com
<br />W
<br />Zephyr
<br />Commons
<br />City of Zephyrhills, FL
<br />j 2965 WEST STATE ROAD 434. SUITE 100 . LONGWOOD, FL 32779
<br />TEL 407/682-2086 a FAX 407/682-2386
<br />WWW.SCD-ENG.COM
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<br />Robert C. Scroggins, P.E.
<br />FL Registration No. 56158
<br />j This document has been electronically signed and sealed by Robert C. Scroggins, PE on the Date
<br />and/or Time Stamp shown using a digital signature. Printed copies of this document are not
<br />1 considered signed and sealed and the signature must be verified on any electronic copies.
<br />SET DISTRIBUTIONS:
<br />12/16/2021 OWNER REVIEW SET
<br />02/17/2022 PERMIT SET
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<br />EDITED BY: RCS, TLw
<br />SC&D PROJECT NO. 21-020
<br />FORUM PROJECT NO. 4097
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