HomeMy WebLinkAbout1 Snug Harbor Rd Narrow Braced Wall Details0
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Panel length
Continuos header to
building comer
Outside Elevation
Min. 112" wood structural
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For panel splice (if needed)
panel sheathing on each
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adjoining panel edges shall
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meet over and be fastened
'Simpson" # HD5 wl518"0
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common framing o
anchor bolts or equal
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Hold-down wl uplift capacity
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Minimum 2x4 framing,
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8d common or galv.box nails
minimum double studs
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@ 6" o.c. at panel edges for
require
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single story and at 4" o.c.
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panel edges for the first of 2
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stories
Studs under header as
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8d common or gals. box nails
required
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@ 12" o.c. at interior supports
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(3) 112" Diameter anchor bolts
'Simpson" # HD5 wl518"0
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per placed @ 115 points per
anchor bolts or equal
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5602.10.6 (2) Mass Code
Hold-down wl uplift capacity
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over (3000# uplift) @ each
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panel end stud
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Minimum reinforcing of
foundation, one #4 bar top and
bottom of footing. Reinforcing
shall be lapped 15 inches.
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Minimum footing size under opening is 12"x 12". A
turned -down slab shall be permitted at door openings.
Reinforcing shall be as shown above.
Narrow Braced Wall Section
NTS
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Extent of header (two braced wall segments)
Extent of header (one braced wall segments)
Min. 3" x 11-114" net header
Header shall be fastened to the king stud with
6-16Q sinkernails
Fasten sheathing to headerwith 8d common nails
in 3 -in. grid pattern as shown and 3 in. o.c. in all
framing (studs and sills) typ.
Minimum 1000 Ib header -to -jack -stud strap shall
be centered at bottom of header and installed on
backside as shown on side elevation
For a panel splice (if needed), panel edges shall occur ova
and be nailed to common blocking and occur within the
middle 24 in. of wall height. One row of 3 in. o.c. nailing is
required at each panel edge.
2' to 18' (finished width)
r --Min. length based on 6:1 height -to -width ratio.
Top plate continuity is Side Elevation
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For example: 16 in. min. for 8 ft. height. as
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Full-length sang stud D 00 a
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2 Anchor bolts per spec Foundation per spec.
OVER RAISED WOOD FLOORS OR SECOND FLOOR - FRAMING ANCHOR OPTION
D D a D�
Framin? anchors Nail sole plate to joist
D ° ° 6701 b
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670 lb—
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Wood structural panel sheathing over apr roved
band joist
OVER RAISED WOOD FLOORS OR SECOND FLOOR - WOOD STRUCTURAL PANEL OVERLAP OPTION
D D 8d Common nails 3" o.c. top and bottom
°° Nail sole plate to joist per table R602.3(1)
Min.
overlap
9-114"
Min. 1000 Ib tension strapl.
Strap shall be centered at
bottom of header.
Sheathing filler if needed
16d sinker nails in 2 rows
@ 3" o.c.
Wood Structural panel must be
continuous from top of wall to
bottom of wall, or from top of
wall to permitted splice area
Braced wall line with
continuous sheathing
Full-length king studs
318" min. thickness wood
structural panel sheathing
— Wood structural panel sheathing
over approved band joist
Narrow Braced Wall Section
ail sole plate to joist
land joist
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Nail sole plate
to joist
Band joist
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