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GENERAL FRAMING NOTES
1, ROOF DECKING TO B� 7/�6" ORIENT�D STRAND 90ARD.
2. PROVID� COLLAR TIES AT UPPER 1/3 OF VLRTIGAL DISTANCE
BETW��N Ri�G� BOARD AND JOJST 48" OC.
3. ALL HEADERS TO DE DOUBLE 2" X 12" WITH CONTtNUOUS FULL
PL7WOOD BETWEEN.
4. DOUBLE �LOOR JOtST UNDER PARTITION$ PARALL�L TO JOI3T.
5, PROVIDE 'h(" BRIDGIN� AT 8'-0" OC MAX �OR JOIST.
6. PROVID� DOUBLE 2" X 8" STRONGBACK AT CCILiNG JO1ST 5PAN5
OVER 10'-0".
7. PROVIDE SOLID BLOCKING AT MID HEIC3HT AT ALL W/ALLS.
8. ALL JOIST SHALL BE STACK�� ALIONED OV�R STUDS BLLOW.
9. PROVIDF CONTINUOUS 2-1/2" EAVE V�NT IN SOFFIT
FOR Al'TIC VENTILATION.
10. EXTERIOR CORNERS OF STRUCT�R� TO BE BRAC�D
W1TH t/2" CDX PLYWOOD.
11. PROVIDE l/2" CDX PLYWOOD OR 7116" ORIENT�D STRAND
BOARD AT ALI. 2" X 6° STUD WALLS.
DESIGN LOADS
ROOF LIVE LOAD 25 PSF WITH DRIFTING
FIRS� FLOOR LIVE LOAD 40 PSF 15PSF D.L.
SECOND FLOOR LIVE LOAD 40PSF 10PSF D.L.
SCISMIC LOAD 20NE 1 OCCUPANCY IV
W1ND LOAD BASIC SP��D- 75 MPH EXPOSURE B
ROOF TRUSSES TOP CHORD L.L. 30PSF
D.L. 15PSF
80TTOM CHORD DL 10PSF
FLOOR TRUSSES
T1�P CHORD L.l.. 40PSF
D.L. tOPSF
BOTTOM CHORD DL SPSF
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OF 7 SHEETS
UATE 8/22/88
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