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SLOPe SLOPI!
W12- 902
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L 6112 W12
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ROOF SADDLE
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SLOPE
ROOF PLAN
SCALE: 1/41'a1'-Ou
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BUILDING LINE
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GENERAL FRAMING NOTES
1.
ROOF DECKING TO BE 7116" ORIENTED STRAND BOARD,
2-
PROVIDE COLLAR TIES AT UPPER V3 OF VERTICAL DISTANCE
BETWEEN RIDGE BOARD AND JOIST 48* OC.
3.
A JP4 FULL
�.E DOUBLE 211 X 12m WITH CONTINUOUS r
PNw L
4,
DOUBLE FLOOR JOIST UNDER PARTITIONS PARALLEL TO JOIST.
5.
PROVIDE 0X# BRIDGING AT V-0" OC MAX FOR JOIST.
S.
PROVIDE DOUBLE 2" X 811 STRONGBACK AT CEILING JOIST SPANS
OVER I(Y-ON,
7.
PROVIDE SOLID BLOCKING AT MID HEIGHT AT ALL WALLS,
8.
ALL JOIST SHALL BE STACKED ALIGNED OVER STUDS BELOW,
9.
PROVI SAVE VENT IN SOFFIT
AV LAI&r2m
FOR VE
TIFNTgr
10.
EXTERIOR CORNERS OF STRUCTURE TO BE BRACED
WITH 1/211 CDX PLYWOOD.
11
PRO �2NL�qu P�VCS>o 70L611, ORIENTED STRAND
WA S
A�TF TV
A
50 A
DESIGN LOADS
ROOF LM LOAD 25 PSP WITH DRIFTING
FIRST FLOOR LIVE LOAD 40 PSF 15PSfa D.L.
SECOND FLOOR LIVE LOAD 40PSF 10PSF D.L.
SEISMIC LOAD ZONE 1 OCCUPANCY IV
WIND LOAD BASIC SPEED- 75 MPH EXPOSURE B
ROOF TRUSSES TOP CHORD L.L. 50psim
D.L. lbpsr
BOTTOM CHORD DL 10PSF
FLOOR TRUSSES TOP CHORD L.L. 40PSF
D.L. lopsix
BOTTOM CHORD DL SPSF
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