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General Nbte ti p,I r
Design Loads:
Floor: 40 p.s.f. live load Roof: 60 p.s.f, live load
10 p.s.f. dead load 10 p.s.f. dead load 44
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Soil Bearing Pressure: . � x
Assumed bearing pressure: 2500 p.s.f.
Concrete: '
Unless otherwise noted, all footing concrete shall be 2500 p.s.i,(28 day
compressive strength) concrete minimum.
All slabs on grade shall be 3000 p.s.i. concrete, minimum 4" thick. Exterior
slabs shall be reinforced with 6x6"(1.4 x 1.4) welded wire mesh and have 4-6"
compacted sand or gravel base.
Lake George
Provide 1/2" expansion joint material between all concrete slabs and abutting T . 6 4
concrete or masonry walls. -
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Foundation: '
Verify depth of frost footings with local codes. A ,
Unless otherwise noted,, foundation wall shall be constructed with:
grade "N", type 1, hollow core load bearing concrete masonry units.
type "M„ mortar. y (F
1/2" x 10" anchor bolts (w/ nuts and washers) placed at 8'-0" on center, 12" y �
in each way from corners.
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Structural Steel:
All structural steel in plan shall conform with ASTM specification A-36. I„ .
Bending stress Fb = 0.66 F'y = 24000p.s.i. yr
Unless otherwise noted, provide a 2 x _ plate bolted to top flange of steel beam
with 3/8" dia. bolts staggered at T-0" o.c.. Rigidly 'fasten all rafters and joist to
beam plate. Y.K
Carpentry:
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Unless otherwise noted, all framing lumber in plan shall be S.P.F. ( spruce,
pine, fir ) kiln dried, no. 1. Bending stress Fb = 1200 p.s.i., E = 1500000 p.s.i.. F
Recommended moisture content - 199E; 3
Unless otherwise noted, provide:
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dbl. header joist & trimmers at all floor openings. i=
dbl. ;joists unde3t all pie}walla
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dbl. 2 x 12 headers with 1/2" plywood laminated at all door& window
openings. '���
metal cross bridging at all oidspans. -
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3/4" A.P.A. approved, exteript glued cdx , T&G plywood subflooring glued and
nailed to joists. ( nail @a 8" o.c. v/ #t 8 d coated nails) _ -
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micro lam beams, (Engineeted plywood structural members) per - v ? ' ,� � ��,�• _ '
manufacturers specification. Bending stress Fb = 2800 p.s.i., E = 2000000 p.s.i. * ss
2x6 framed wall, studs at 16" o.c.w/ 7/16" aspenite wall sheathing
Insulation: w a
Floors over unheated space 9" f,g, bate R. 30
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Exterior walls 6 1/4" L bast R. t
Ceiling 12 f.g. baa R. 38
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Caulking at all exterior wall bottom plates, window and door sills.
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Electrical: ,5y
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All electrical work shall be instilled in accordance with all applicable codes
and shall be inspected and approved ) by the N.Y.S. board of fire
underwriters. C '"
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Provide and install ground faul% circuit (8- 'intern ters f.is. X ,
P ) Per National. k, n
q ' >" governing loca:. codes.
Electric Code and as re utred b t i r ,
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Provide and install locally certified Smoke Detectors as required by the
National Fire Protection Association ( N.F.P.A.) or as required by governing
local codes.
Plumbing:
Plumbing work shall comply with 1;N.Y.S. Plumbing Code and all local oP+7 -
governing codes. ! IU ti 1iTt»►.
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Finishing:
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All interior walls and ceilings to le covered w/. 1/2" gypsum wall board.
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Use water resistant gyp.brd. on all walls and clgs. of bath. I; '` ' \ �: -, � t[ Y • 1
TOWN OF QUEENSBURY .
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BU�iDING & E DEPT .§ }
REVIEWED BY
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