HomeMy WebLinkAbout1 Snug Harbor Rd First Floor Framing PlanSitting
Room
Bath 2
HSS 5x5x112 pos� uo and down wl
Moment connect; n l0 end
1FL Beam 2: W1000 Steel Beam
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New First Floor Framing (Align with existing)
loise Cascade Series AJS 2519.25 @ 16" o.c.
Note: Check wall for lateral brad ng
OFirst Floor Framing Plan
Scale 114" =1'-0"
Existing First Floor Framing to Remain
Architect to feild verify beam conditions during Demolition
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Bath 1;•
Infiil exi
t ng staff
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Up to 4'-6"
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ing
Up to 8'-0"
up to 10'-0"
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1 FL Beam 1: HSS
Bar
1 FL Beam 5: W10x26 Steel
ne Patio
ube steer Beam
HS53"x318
pecks -
Deck Floor (4" step down from 1 st Floor)
Oldcastle Precast Elematic Hollowcore Plank
E6x48 section with no topping
Pitch framing 4" (min.) away from house
WINDOW & DOOR
HEADER SCHEDULE
SPAN
REQUIRED SIZE
Up to 3'-0"
(2) 2x6s or (3) 2x4s
Up to 4'-6"
(2) 2x8s or (3) 2x6s
Up to 6'-0"
(2) 2x10s or (3) 2x813
(2) 2x1 2s or (3) 20 [is
(3) 2x12s
Up to 8'-0"
up to 10'-0"
2x1
0
Framing Legend Provide solid oontinuas
bearing bearing stall
® Post Down point loads to foundation
0 Post Up & Down
❑ Post Up
Bearing WaH (below)
Flushed Framed Condition
B.W.L. Braced Wall Line
NBW Narrow Braced Wall - See detail
Existing garage above
Braced Wall Line Notes:
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 2.
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.
Interior walls along Braced Wall Line 3.
Method #5 (unless otherwise noted) Material: 112" Gypsum sheathing (min
dimension 48"x96"), Fasteners: 6d common nail or 11/4" type W or S screws @
4" o.c. (edges) & 15" o.c. (intermediate supports)
I Narrow braced walI segments along Braced WalI Line: 4efer to details
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FILE COPY
P`ts� OF 414sS
FRANK P ti�
CAIVIPEA •
STRUCiUBAt r
No. 41.722
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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 block; ng in the webs of all
steel carrying beams for flush frammed joist connections.
5. Refer to outline specifications for more info.
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