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Date:
10/27/17
SCALE: N.T.S. I I 1 0f7i% ��®
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Attach Composite Panel to Alu—'- —
Framing Member Using (1)114
Lag w/ 1-1/4" Fender Washer
(MAX.) (M.)
Caulk All Exposed Screws
Roofto Edee Beam
Aluminum Framing Member (TYP.)
Knee Brace to Beam Using
.U. Channel w/ (3) #10 x 1/2" S.M.S.
Into Alum. Post & (3) 910 x 1/2" S.M.S. into
Knee Brace on Both Sides (MIN)(TYP)
— 2" x 3" Hollow Q 2'-0" (MIN.(TYP.)
Knee Brace to Column Using
.U. Channel w/ (3) #10 x 1/2" S.M.S.
Into Alum. Post & (3) #10 x 1/2" S.M.S. into
Knee Brace on Both Sides (IvBN)(TYP)
3" x 3" Column (TYP.)
Knee Brace to PosVBeam
(2) 3/8" x 4" Corrosive Resistive
Thru-Bolts w/ Nuts & Washers C
3" x 3" Aluminum Post (TYP.)
Aluminum Base Plate
.125"' (MIN.) Thickness
posite Panel (TYP.)
Framing Member (M.)
\— (2) 3/8" L.D.T. w/ 3.5"_(MIN.)
Embedment into Solid
Existing Reinforced Concrete w/ 3" (MIN.) Edge
Concrete Foundation Distance (TYP.)
Post to Base Connection
Material list: 6005A-T61 Alloy
1" x 2" x 0.044" Open Back
2" x 2" x 0.044" Patio
2" x 3" x 0.044. Patio
2" x 4" x 0.046" x 0.100" S.M.B.
2.X6 " x 0.050" x 0.120" S.M.B.
3" x 3" x 0.092" Post
3" x 0.024" Composite Roof
2" x 4" #2 S.Y.P. Lumber
2" x 4" P.T. Lumber
'(TYP-)
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Attach Channel to Existing Wood Factory Site
Beam Using (1) #12 Wood Screw with 1-1/2" (MIN.)
Thread Penetration @ 6" O.C. (MAX.)(TYP.)
Existing Site Beam (TYP.)
/-- 3" Composite Panel (TYP.)
Attach Composite Panel Channel Using
(1) #12 x 3/4" S.M.S. Screws (a) 8" O.C. (MAX.)
3" Aluminum Channel (TYP.) Top & Bottom (TYP.)
Caulk Exposed Screws As Necessary
Roofto Host
Side NotchlsAcceptable (4) 3/8" x 4" Corrosive Resistive
Thro-Bolts w/ Nuts & Washers (TYP.)
3" x 3" Aluminum Post (TYP.)_
2" x 6" S.M.B. Stitched Together Using
(1) #12 x 3/4" S.D.S. Q 24" O.C. (MAX.)
Top & Bottom (M.)
Post to Beam Connection - Center Notch
Date:
10/27/17
PAGE:'•i°pi � �®��
2 of 4
Simpson SP4 @ Each Stud to Plate Connection (TYP.)
DEL. 2x4 #2 S.Y.P.
Lumber Top Plate
i SP4 Q Each Stud to Plate Connection CM.)
2 x 4 #2 S.Y.P. Studs @ 16" O.C. (MAX.)
_ 2 x 4 - P.T. Bottom Plate
Existing Reinforced," '
Concrete Foundation
(TYR)
Front/Rear Wood Frame Wall
2 x 4 P.T. Bottom Plate Attached to Cam
(1)1/2" Diameter Wedge Anchor w/ 4.1Z
Into Solid Concrete @ 30" O.C. (MAX)1
6" of wall Openings, Jambs, & Comers. I
3" (MIN.) Edge Distance (M.)
Concrete Foundation (rYPJ
Typical Wood Frame Wall To Slab
r-
NOTE:
1.) Attach 1/2" plywood exterior sheathing w/ 8d
nails ® 4" O.C. edges & 8" field.
Simpson SP4 Studs J
2.) Moisture barrier shall be installed to all sides
to Top Plate (TYP.)
of the shed.
3.) Vinyl siding shall be installed per the manufactures
specifications.
4.) All doors & windows shall be installed per the manufactures
specifications.
(2) #2 S.Y.P. Sill Plates Fastened i
Each End Using (2)16d Nails (T)
Simpson SP4 Studs
to Bottom Plate fry
2 x 4 02 S.Y.P.
Lumber Top Plate
2 x 4 #2 S.Y.P. Studs (Qa 16" O.C. (MAX.)
Attached to Top & Bottom Plate w/
(2) l6d Nails (M.)
Existing Reinforced
Concrete Foundation
(TYP.)
Side(s) Wood Frame Wall
S.Y.P. Studs @ 16" O.C. (MAX)
Bottom Plate
DEL. 2" x 4" #2 S.Y.P. Top Plate (TYP.)
- Simpson H3 @ Each End
2" x 4" #2 S.Y.P. Cripple Studs
Qa 16" O.C. (MAX XTYP.)
Ove
Window Framing Details
(2) 2" x 4" #2 S.Y.P. Header _
— Simpson LSTA15 CM.)
— (1) - King Stud (M.)
— (1) Jack Stud (TYP.)
2" x 4" P.T.
Bottom Plate (TYP.)
S.M.B.cr
Aluminum
Beam to Stud(s)
Attach Roofto Wood Top Plate Using:
(1) #14 Wood Screw w/ 2" (MIN.)
Thread Penetration with 3/4"Aluminum
Pan Washer @ 8" O.C. (MAX)(rYP.)
Caulk All Exposed Screws
DEL. 2x4 #2 S.Y.P. 2 x 4 #2 S.Y.P. Studs @ 16" O.C. (MAX)
Lumber Top Plate
Roof To Wall - Wood
DBL. 2" x 4" #2 S.Y.P. Top Plate (TYP.)
Simpson SP4 Studs
to Top Plate (TYP.) Simpson H3 Q Each End
2" x 4" #2 S.Y.P. Cripple Studs
16" O.C. (MAXXTYP.)
"` 912 x 1... .M.S. (MIND
r Side of"U" Charnel &
914 Wood Screws with 2"
9.) Thread Penetration
Dbl. Wood Studs CM.)
(2) 2" x 8" #2 S.Y.P. Header
Simpson LSTA15 (TYP.)
M.Oeo
(1)- 2"x 4"#2 S.Y.P. King Stud (TYP.)
Simpson SP4 Studs bpba (2) 2" x 4" #2 S.Y.P. Jack Studs (TYP.)
to -Bottom Plate (TYP.
2" x 4" P.T.
Bottom Plate (TYP.)
3068 - Door Framing Details
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Date:
10/27/17
PAGE: ,le Copy
3 of 4
SCALE: N.T.S.
Attach 1" x 2" To 2' x 2" Using
2" x 3" Hollow Edge Beam (4) x 1-1/2" S.M.S. (MIN.) into
1" x 2" to 2" x 4" Using 910 x 1-1/2"
S.M.S. (MIN.) @ 24' O.C. & 6" From
Each End (MAX.) CM.)
2" x 4"
Attach 1" x 2" To Girt Using
(4) x 1-1/2" S.M.S. (MIN.) h
Screw Bosses (TYP.)
Attach 1" x 2" To Base Plate Using
(2) x 1-1/2" S.M.S. (MIN.) into Screw
Bosses (TYP.) (1) 1/4" Bawl Tapper w/ 1-1/2" (MIN.)
ment Into Solid Concrete
O.C. & 4" From Each
(MAR.) (TYP.)
vi v q72pnilght
i
Concrete Foundation (TYP.)
Corner Detail
3" Composite Roof
See "Roof to Edge Beam Detail"
for Roof Connection
2" x 3" Hollow Edge Beam
Stitch Beam Using
(1) N12 x 3/4" S.M.S.
18" O.C. (MAX.) & 4
From Each End (TYP
I" x 2" Open
Upright Detail
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Edge Beam to Upright Using Cl) w
1/2" S.M.S. into Screw Bosses (TYP.) O r�
Attach Girt to Upright Using
(4) x 1-1/2" S.M.S. (MIN.) into
Screw Bosses (TYP.)
Attach Base Plate Upright Using
(2) x I-I/2" S.M.S. into
Screw Bosses (TYP.)
(1) 1/4" Rawl Tapperw/ 1-112" (MIN.)
Embedment Into Solid Concrete
Q a 18" O.C. & 4" From Each
Upright (MAX.) (TYP.)
i
Concrete Foundation (TYP.)
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Date:
10/27/17
PAGE:
4 of 4 File COPY
SCALE: N.T.S.