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Engineering schematics for building an outdoor solar shed. These instructions are comprehensive drawings with a listing of suggested materials, and resources for construction. DO NOT ATTEMPT TO BUILD WITHOUT SOUND CONSTRUCTION ADVISE.
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Solar ShedEngineering Building Plans
10-3-03
10 X 8 WOOD FLOOR PLAN
NOTE:
1.) ONLY THE PIERS INDICATED WITH SP AREREQUIRED TO HAVE SIMPSON STRONG TIES
SP
10'
2'Typ.
7'-858"
4'
3'-858"
SP
SP
SP SP SP SP
SP SP
SP
10 X 8 PLAN VIEW OF SLAB
10'-0"
2"x4" TREATED SILLPLATE ON CONCRETE
EVERY 2'-0" O.C.1/2" ANCHOR J BOLTS
(except for the opening)
TRENCH FOOTING LINE
312"
31 2
"
7'-858"
10 x 12 WOOD FLOOR PLAN
NOTE:
1.) ONLY THE PIERS INDICATED WITH SP AREREQUIRED TO HAVE SIMPSON STRONG TIES
11'-618"4'
3'-858"
10'
3'-912"
2'Typ.
SP
SP SP SP
SP
SP
SP
SP
SP
SP SP SP
10 x 12 PLAN VIEW OF SLAB10'-0"
2"x4" TREATED SILLPLATE ON CONCRETE
EVERY 2'-0" O.C.1/2" ANCHOR J BOLTS
(except for the opening)
TRENCH FOOTING LINE
312"
31 2
"
11'-618"
10 x 16 WOOD FLOOR PLAN
NOTE:
1.) ONLY THE PIERS INDICATED WITH SP AREREQUIRED TO HAVE SIMPSON STRONG TIES
15'-358"
4'
3'-858"
10'
4'
3'-7"
2'Typ.
SP
SP SPSP
SP
SP
SP
SP
SP
SP
SP
SP SP SP
10 x 16 PLAN VIEW OF SLAB
10'-0"
2"x4" TREATED SILLPLATE ON CONCRETE
EVERY 2'-0" O.C.1/2" ANCHOR J BOLTS
(except for the opening)
TRENCH FOOTING LINE
312"
31 2
"
15'-358"
LEFT ELEVATION
WOOD FRAMED FLOOR
PLYWOOD GABLE CAP
OR CONCRETE SLAB
SHEDPANEL SIDING 5/16"
1"X3" (nominal) TRIM
1"X4" (nominal) TRIM
1"X2" (nominal) RAFTER TIE
10 x 8 FRONT WALL FRAMING
2"X4" (nominal) RAFTER
2"X6" (nominal) TOP PLATE
2"X4" (nominal) BOTTOM PLATE
2"X4" RAFTERS...24" O.C. with 3/8"thick X 8"high X 24"wide GUSSET
8'-8
"
7'-858"
1"X2" (nominal) RAFTER TIE
10 x 12 FRONT WALL FRAMING
2"X4" (nominal) RAFTER
2"X6" (nominal) TOP PLATE
2"X4" (nominal) BOTTOM PLATE
2x4 RAFTERS-24" O.C. with 38"O.S.B. X 8"high X 24"wide GUSSETS
8'-8
"
11'-618"
1"X2" (nominal) RAFTER TIE
10 x 16 FRONT WALL FRAMING
2"X4" (nominal) RAFTER
2"X6" (nominal) TOP PLATE
2"X4" (nominal) BOTTOM PLATE
2"X4" RAFTERS...24" O.C. with 3/8"thick X 8"high X 24"wide GUSSETT
8'-8
"
15'-358"
FRONT ELEVATION
CONCRETE SLAB
5/16" SHED PANEL SIDING
1"X3" (nominal) TRIM
NOTEUSE APPROVED EARTH ANCHOR
WITH WOOD FLOOR
OPTIONAL SHINGLES
1"X4" (nominal) TRIM
WINDOW INSTALLATION SHALL BE PERWINDOW MFG. MEETING ALL WIND & SNOW LOADING REQUIREMENTS
TEMPERED GLASS
7'-858"
SECTION A
10'-5 12"
2"x6" & 2"X4" TOP PLATES
SECURE RAFTERS TOENAILED WITH 3"-16d NAILS
2"x4" (nominal) RAFTER
11" - 12"ROOF PITCH
(2) 3/8" GUSSET FASTENED WITH (10) 2" NAILS &
EXTERIOR WOOD GLUE WITH
2 1/4" BEADS
WOOD FLOOR WITH APPROVED ANCHORS
3/8" OSB ROOFSHEATHING
6" - 12"ROOF PITCH
TRUSSES @ 24" O.C.TRUSS LUMBER - 2X4 STUD
GRADE SPF
