HomeMy WebLinkAboutA6-Roof Plan SHOHETFRAMING NOTES
I. ROOF PLY; �/16" OSB, 29/16 APA, UNBLOCKED,
8d 8 6" EDGES, 12" O.C. FIELD.
2. AT TRUSS BEARING; PROVIDE 2x BLOCKING
EVERY 3RD TRUSS BAY W/ (2) A3S BLOCKING
TO TOP PLATES; TYP. U.N.O.
3. CONNECT TRUSSES TO PLATE W/ SIMPSON H2.5A.
9. CONNECT MAIN HIP G.T. AND CENTER G.T. TO
PLATES / POSTS W/ SIMPSON LTS12.
S. FRAME BUILD -OUT WALL W/ 2x9 3 16" O.C.
USE (2) 2x8 HEADER OVER BUILD -OUT OPENING.
6. BEARING / EXTERIOR WALLS 2x6 3 16" O.C.;
(1) TRIMMER; (1) 2x6 KING EACH SIDE OPENINGS; U.N.O.
7. SPLICE TOP PLATES 9'-O" W/ (10) IOd EACH
SIDE OF SPLICE.
9'-0" (MAX.)
EXISTING ROC
STRUCTURE 7
REMAIN
EXISTII
DECK TC
2x9'S 29"
O.C.
TYPICAL ROOF OVERBUILD
2x6 BLOCK'G W/
ROOF PLY (2) LTP9 TO TOP
CHORD
2x6 8 29" O.C.
GABLED TRUSS W/ A35
TYP. OVERBUILD H2.5,q 829" O.C. TO TOP PLATE
BLOCK'G PER OSB
PLANS SIMPSON H3, JOIST TO
TOP OF LEDGER
2x6 LEDGER W/ (2)
TRUSSES I/9" DIA. x 9-1/2" SDS
29" O.C. 3 16" O.C.
2x6 CANOPY JOISTS
H2.5A 16" O.C.
HEADER SEE
PLANS
(2) 2x8 HEADER
W/ 2x9 WALL SIMPSON LUS26
OPENING
ARCHITECTURAL
KICKER
BUILD —OUT DETAIL
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ROOF AREA = 5,990 S.F.
5.490/300 = 18.3 S.F.
18.3(199) = 2,635.2 Sq. In. REQUIRED
302' CONTINUOUS SOFFIT a 5 Sq. In. P.L.F. = 1,510 Sq. In.
196' CONTINUOUS RIDGE VENT 15 10.5 Sq. In. P.L.F. = 1,533 Sq. In.
1,510 + 1,533 = 3,093 Sq. In TOTAL
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ROOF PLAN
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ENTIRE ROOF SYSTEM IS TO BE DESIGNED BY AN IDAHO
LICENSED ENGINEER. SUBMIT LAYOUT + TRUSS PROFILE
DRAWINGS TO ARCHITECT PRIOR TO CONSTRUCTION.
ARCHITECTURAL DRAWINGS FOR DESIGN GUIDANCE ONLY.
ENGINEERED TRUSS PACK WILL BE STAMPED AND SUPPLIED
AT TIME OF CONSTRUCTION. DEFFERRED SUBMITTAL
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