HomeMy WebLinkAbout0018.95.4ROOF PLAN
SCALE: 1/8' = V-0"
FLOOR FRAMING PLAN
SCALE: 1/8"'- V -0'
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ROOF FRANAING PLAN
SCALE: 1 /8' = 1' -0"
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T 2x8 OVERMAME
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{2) 2x12 R SAM
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SHED A 12/12 FRAME
BOX WINDOW
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20' -0"
2'- 0 4' -n'
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35'- 0"
DESIGN LOADS _
FLOOR 40 PSF LIVE LOAD '
10 PSF DEAD LOAD
ROOF 30 PSF UVE LOAD
10 PSF DEAD LOAD
ROUGH CARPENTRY
1. The Contractor shall carefully lay out and erect all structural members of rough carpentry,
froming., sheathing, and bridging. AN members shall be properly plumbed, leveled, and
braced untul all structural connections are In place. A sufficient number of naps, screws,
and bolts shall be used to insure the rigfdity of the construction.
2. Framing lumber shall conform with national design specifications for stress grade lumber
and its fastenings.
Joists and all other: No. 2 Douglas Fir Larch or Yellow Pine
Fb - 1450 psi
Fc - 1000 psi
E . 1.760.000 psi `
3. AN first door sill plots. anwl space framing and structural members exposed to weather
at►aN be, woknarAted pressure treated
4. Roof Truss design, apeciticotion, and erection procedure to be supplied by Truss
MomA firer
5. Micro -lam Beam properties:
FD - 2800 psi
Fc - 2700 psi
E - 2,O0O,O0Opal
6. Provide &gonol bracing: at all *Aerfar corners.
!1 10f
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CUT
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FLOOR FRAMING PLAN
SCALE: 1/8"'- V -0'
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ROOF FRANAING PLAN
SCALE: 1 /8' = 1' -0"
r
T 2x8 OVERMAME
f
{2) 2x12 R SAM
!� 10P 4 10' -0"
,i
SHED A 12/12 FRAME
BOX WINDOW
M
C? Z
7 O
O �
:A U
i3
20' -0"
2'- 0 4' -n'
1q L W
35'- 0"
DESIGN LOADS _
FLOOR 40 PSF LIVE LOAD '
10 PSF DEAD LOAD
ROOF 30 PSF UVE LOAD
10 PSF DEAD LOAD
ROUGH CARPENTRY
1. The Contractor shall carefully lay out and erect all structural members of rough carpentry,
froming., sheathing, and bridging. AN members shall be properly plumbed, leveled, and
braced untul all structural connections are In place. A sufficient number of naps, screws,
and bolts shall be used to insure the rigfdity of the construction.
2. Framing lumber shall conform with national design specifications for stress grade lumber
and its fastenings.
Joists and all other: No. 2 Douglas Fir Larch or Yellow Pine
Fb - 1450 psi
Fc - 1000 psi
E . 1.760.000 psi `
3. AN first door sill plots. anwl space framing and structural members exposed to weather
at►aN be, woknarAted pressure treated
4. Roof Truss design, apeciticotion, and erection procedure to be supplied by Truss
MomA firer
5. Micro -lam Beam properties:
FD - 2800 psi
Fc - 2700 psi
E - 2,O0O,O0Opal
6. Provide &gonol bracing: at all *Aerfar corners.
!1 10f
TRUSS "D'
2x8
CUT
JIiAM; 1/0 = i —v
L1_n" 44'—R"
8" 1 12,-90
t)L AU: 1 /6 = 1 —U
44' -8"
I- "i
�c' . u� . n JVf1Lt.. I/ V — I - V
11 1/2" MICOROL.AMS
DEAUVILLE
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sheet no.
40r-5
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sheet no.
40r-5