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HomeMy WebLinkAbout0018.95.4ROOF PLAN SCALE: 1/8' = V-0" FLOOR FRAMING PLAN SCALE: 1/8"'- V -0' C.] Z N 14A a ac MfaO -LAM aAi fT1LZYeR. F- N:" N OX Z C] X 2 L� W in 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 v V in `ij U) O V C� W " Zr� s n C Y QJAS hY M N 4� Q- -Q• Q- 1 � I � z 1 Q s +�■� _ cur r z Q 0 z W z 0 w x .e N N 1 �'Sii'7r�rrl�'����r►'�!1 t 1 i 11� 1 r r 1 � � i r FLOOR FRAMING PLAN SCALE: 1/8"'- V -0' C.] Z N 14A a ac MfaO -LAM aAi fT1LZYeR. F- N:" N OX Z C] X 2 L� W in 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 v V in `ij U) O V C� W " Zr� s n C Y QJAS hY M N 4� Q- -Q• Q- 1 � I date sheet no. 40r-5 z Q s J � 0 z Q 0 z W z 0 w x .e N N date sheet no. 40r-5