HomeMy WebLinkAbout1 Snug Harbor Rd Roof Framing PlanFlat Ceiling Joists:
Main House Roof Framing Garage Attic Roof Framing__ Dormer Framing x 8 @ 16" 0.C,.
Common Rafters : 2x10 SPF #2 @ 16" o.c. Common Rafters 2 x 12 SPF #2 @ 16" O.C. Common Rafters
Ceiling Joists: 2x8 SPF #2 @ 16" o.c. - Bottom of Ceiling Joists @ 11'-6" Flat Ceiling Joists: 2 x 8 @ 16" O.C. 2 x 12 SPF #2 @ 16" Q.C.
Flat Ceiling Joists: 2 x 8 @ 16" O.C.
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Main House Framing Main House Framing
Common Rafters 2 x 12 SPF #2 @ !6" O.G. Common Rafters 2 x 12 SPF #2 @ 16" O.C. ti� �, ji I -. _._.._.... ..._..
Flat CeilingJoists: 2 x 8 16" O.C. ! `
@ Tray Ceiling Joists: 2 x 8 @ 16" O.C. (3 above T.D.W. to Ridge}
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-0 i � Beoof m 2: ply} 2 8 5P 2 (co t. b a spli dir over lid t} I I I I �;; a Corrimon Rafters: 2 x 72 SPF#2 @ 16" O.C.
co Ceil�g Joists: 2 x 8 @ 16'0.C. (?? A.F.F.)
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REQUIRED SIZE
Up to T-0"
(2) 2x6s or (3) 2x4s
Up to 4'-6"
(2) Ws or (3) 2x6s
Up to 6'-0"
(2) 2x10& or (3) 2x8s
Up to 8'-0"
(2) 2x1 2s or (3) 2x10s
Up to 10'-0"
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Main House Framing
Common Rafters 2 x 12 SPF #2 @ 16" Q.C.
Note: Engineer to check wall lateral wall bracing
Roof Framing Plan
Scale 114" =1'-0"
�pP�r Deck
Note: Check wall for lateral brad ng
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_ - - vide solid continuos
Framing Legend Pro
Past Down bearing bearing at all
point loads to foundation
El Post Up & Down
❑ Post Up
Bearing Wall (below)
�-- Flushed Framed Condition
B.W.L. Braced Wall Line
NBW Narrow Braced Wall - See detail
Turret Roof Frmaing:
2x10 SPF#2 Common Rafters, Typical
WINDOW & DOOR
HEADER SCHEDULE
SPAN
REQUIRED SIZE
Up to T-0"
(2) 2x6s or (3) 2x4s
Up to 4'-6"
(2) Ws or (3) 2x6s
Up to 6'-0"
(2) 2x10& or (3) 2x8s
Up to 8'-0"
(2) 2x1 2s or (3) 2x10s
Up to 10'-0"
(3) 2x12s
Braced Wali Line Notes:
5602.10.3 - Braced Wall Partel Construction
Table 5602.3(1) - Fastener Schedule for Structural Members
Design Criteria: basic wind speed of 110 MPH & Exposure'C'
Exterior Walls along Braced Wall Line
Method #3 (unless otherwise noted) Material: Woad structural panels, Fasteners:
6d common nail @ 6" o.c. (edges) & 12" o.c. (intermediate supports)
Sole plate to joist or blocking at braced wall panels fasteners: (3)16d @ 16" o.c.
Interior walls along Braced Wall Line
Method #5 (unless otherwise noted) Material: 112" Gypsum sheathing (min
dimension 48"x96"), Fasteners: 6d common nail or 1 114" type W or S screws @
4" o.c. (edges) & 8" o,c, (intermediate supports)
Narrow braced wall segments along Braced Wall Line: refer to details
GENERAL FRAMING NOTES:
1. Contractor to verify that actual conditions do not vary
from those shown, and notify Architect of any
discrepancies before proceeding with the affected portion
of the work, otherwise contractor to assume full
responsibility for changes.
2. Lawton Welding to design steel beam connections.
3. All post supports for new steel beams should be 3.5 x
3.5 x 0.25 steel tube posts wit bearing plates top and
bottom unless other wise noted.
4. Provide continuous wood blocking in the webs of all
steel carrying beams for flush frammed joist connections.
5. Refer to out ine specifications for more info.
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