24 Wharf Ln updated plan 3SCALE: N.T.S.
2 5/'
B
END
DIST,
Method PFH (Portal Frame with Hold -Downs)
Front Elevation
Extent of header with double portal frame (two braced wall panels)
---
Extent of header with single portal frame (one braced wall panel)-----0.
rA I
2'-0"to 18'-0" finished width of opening for single or double portal
A
Section A
3 „
Min. is thick wood
° o o
VT °
Min. 3°xfllle header tit padded out for thickness,
° °
structural panel (WSP)
Pony wall
o e
place spacer material on the interior aide
height
a a
of header). Steel headers are prohibited.
Tension strap per
Table R602.10.6.4
... e °
(placed on interior
°
side of wall)
o
Fasten wood structural panel (WSP) to header with 6d common or
Fasten top plate to
Max,
galvanized box nails in 3° grid pattern as shown
header with two rows
12'_0'
° .g
°
of 16d sinker nails at
total wall
Header to jack -stud strap per Table R602.10,6.4 on both
°
3" o.c. typ. Fasten king
height Max,
o
sides of opening, placed on interior side of wall
stud to header with
Min. double 2x4 framing covered with min. 3ls"-thick WSP
(6)16d sinkers.
height
s °
°
with Eld common or galvanized box nails at 3" o.c. in all
Min. double
°
°
if needed, panel splice edges--""'
framing (studs, blocking, and sills), typical
20 post (king
°
shall occur over and be nailed
and jack stud). to common blocking within
Min, length of panel per Table 0602.10.5 ° Number of jack 24" of the portal leg mid -height,
° Min. (2) 3,600-lb. strap -type hold-down anchors o studs per Tables e One row of 3" o.c, nailing is
(embedded into concrete and nailed into framing) a R602.111) and (2). ° required in each panel edge.
Min.1,000-lb, hold-down device (embedded into Min (2) strap type
concrete and nailed into framing) hold-down anchors
Min. reinforcing of
Min. (1) 5/3"-diameter anchor bolt installed per Section R403.1.6 with 2" x 2"x 3ho"' plate washer foundation, (1) n4 bar top
A A and bottom of footing.
Min. footing size under opening is 12"x 12". A turned -down slab shalt be permitted at door openings. lap bars 15" minimum.
E CONNECTION
BEAM t STRAP
LSTA 0 EA. RAFTER
RIDGE PLATE
NOTE:
RIDGE STRAPS ARE NOT
REQUIRED WHEN COLLAR TIES OF
NOMINAL lxb OR 2x4 LUMBER
ARE LOCATED IN THE UPPER
13 RI DGE BAND STRAW THIRD OF THE ATTIC SPACE AND
SCALE: N.T.S, ATTACHED TO RAFTERS USING
5)10d NAILS EACH END
NOTE FOOTING SHALL BEAR ON COMPACTED GRANULAR FILL OR
NATURAL UNDISTURBED GRANULAR SOILS FREE OF CLAY, PEAT,
LOAM, VEGETATIVE OR ORGANIC MATERIAL NOTIFY ARCHITECT
IMMEDIATELY IF DIFFERENT CONDITIONS ARE ENCOUNTERED-
GAARAGE FOUNDATION DRAIN I$ SLAB I$ FOOTING
SCALE 1-1/2" = 1'-0"
CONTINUOUS RIDGE VENT
ASPHALT ROOF SHINGLES
5/5" CDX SHEATHING —
15# BUILDING PAPER —
2'XIO'S ® 16" O.G.
RAFTER VENT
IX FASCIA W/
ALUMINUM GUTTER
ISTRIP
FLOORCOR—A—VEVENT
1X SOFFIT
FIRST FLOOR
GARAGE FLOOR
i
I ES 4511
51 1 GYP.
ix 3STf
0
v
2'XIO'S 0 16" O.C.
2X12RIDGE
�— 2 X 8' 0 16" O.G.
�- R-49 INSUL
�— ALIGN WITH
EXITING DORMER
,P
e
2'XIO'S 6 16" O.G.
co
5EDR
0M #1
SE
OM
PROP
EDFRCFOSED
-T -
2'X10'S a 16" O.C. 21X1O'S ® 16" O.C.
5)154x14" LVL
GARAGE -------
PROPOSED 1-------
co1311
--- --
6" COMPACTED FILL
6X6 6/6 WWF TOP 1/5 OF SLAB
SEGTI ON
SCALE- 1/4" - ,'-0"
PROPOSED
6" APRON, THICKEN TO 8"
® DOOR OPENING
20 #5 REBA9
CONT. 0
PERIMETER —
F an
27' -0"
RAGE APRON
SCALE 1-1/2" = V-01I
IN
— R-21 FBGLS. INSUL
2X6411116" O_C,
1/2" CDX. SHEATHING
1/2" GWB
VAPOR BARRIER
- TYVEK HOUSEWRAP
SIDING (SEE ELEVS.)
2X6 P.T SILL
W/ SILL SEALER
COORD. DIM. W/
DOOR LOCATION
GARAGE DOOR
1 /2x1 12x%4"
GALV. ANGLE Lu/ #4
ANCHOR'S 0 3'-0""
O.C. MAX.
6X6 6/6 WWF
TOP 1/3 OF SLAB
2x4 KEYWAY
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