HomeMy WebLinkAbout1 Snug Harbor Rd Second Floor Framing PlanBlocking under
wall above Typ.
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Second Floor Joists; 2x12 SPF#2 @ 16" o.c.
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Second Floor Joists: 2x12 SPF#2 @i6" o.c.
Top justify with Main 2nd Floor joists
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2FL m W10 12Ste I Bea of 2F Beam 4: 12S I Be mar /T T 'I
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f2ol. :1.75" 1 25" L f2o )1.T 'x11.2 "LVL ' -
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(2) 2x1 2s or (3) 2x1 Os
Up to 10'-0"
2FL Beam 2: W1 6x36 Steel Beam
align under side of beam with underside of second floor joists
HSS 5x5x1l4 post down ! �
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2FL Beam 14: HSS 10x5x1l4 (continous beam)
Second Floor Framing Plan
Scale 1/4" =1'-0"
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HSS 3-1124-11204 post up and
5x5x114 post down
4: W10x1A Steel
2FL Beam 13:(2Ply)1.75x9.25" Boise Cascade Versa -Lan
Balcony Framing: 2 x 8 P.T. Joists @ 116" O.C.
Note: Check wall for lateral bracing
New Deck
2x12
Framing Legend Provide solid continuos
bearing bearing at all
® Post Down point loads to foundation
D Post Up & Down
❑ Post Up
Bearing Wall (beiow)
{-- Flushed Framed Condition
_B. W. L.- _ Braced Wall Line
NBW Narrow Braced Wall - See detail
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Hip Framing:
2x8 SPF#2 @ 16" o.c.
2x10 SPF#2 Hip Beam
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FAANK"P '60
ZEF EAMPEA r_�,
STRUCTURAL
No. 41722
gFGIST�P
FSSIONAt-
WINDOW & ❑ OR
HEADER SCHEDULE
SPAN
REQUIRED SIZE
Up to T-0"
(2) 2x6s or (3) 2x4s
Up to 4'-6'
(2) 2x8s or (3) 2x6s
Up to 6'-0'
(2) 2x1 Os or (3) 2x8s
Up to S'-0"
(2) 2x1 2s or (3) 2x1 Os
Up to 10'-0"
(3) 2x12s
Br6ced Wall Line Notes:
560 .10.3 - Braced Wall Panel Construction
Tabl, 5602.3(3) -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: Wood 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.
Interiorwalls along Braced Wall Line
Method #5 (unless otherwise noted) Material: 112" Gypsum sheathing (min
dimension 48x96"), Fasteners: 6d common nail or 1 1I4" 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 wl bearing plates top and
bottom unless other wise noted.
4. Provide continuous wood blocking in the webs of all
steel carrying beams fort ush frammed joist connections.
5. Refer to outline specifications for more info,
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Drawing Number
F2