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GENERAL NOTES
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1. ALL LUMBER SHALL BE NO. 2 DOUGLAS FIR OR -ETTER, ` G !Z
EXCEPT AS NOTED. 3
2. POLES SHALL BE HEM -FIR NO. 2, EXCEPT AS NCT_ED,
TREATED IN ACCORDANCE WITH AWPB REQUIREME5^S
FOR FCN GRADE. .60 PCF MIN. RETENTION. TRUSS
3. METAL SIDING AND ROOFING SHALL BE 29 GA. 5OR-CLAD (D"K}" HEM-FIR'�L Z'.cCo1' DOUy-♦ iK*Z
36" COVERAGE STEEL PANELS MFG. BY ASC PAC__IC, INC. , SIDE POLE(`T�'P) SHELF (aIRTS
TACOMA, WA., OR EQUAL. FASTEN PANELS TO =VD WALL 434) `(P
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RAFTERS AND EVERY PURLIN AND GIRT WITH 1t9. 1-1" WOOD �
GRIP SCREWS AND EDPM WASHERS SPACED APP. 0/C. �4 <orvcR-ETE `;LAB
4. ALL NAILS ARE GALVANIZED COMMON.
5. ASSUMED SOIL BEARING PRESSURE 1500 PSF. '9 _
6. SNOW LOAD: 25 PSF. nl
_p.
WIND SPEED: 80 MPH, EXPOSURE "B".
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CONSOLIDATED ENGINEERING
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CONSULTING ENGINEERS PHONE INSPECTIONS
- CIVIL 206-479-5598 - DESIGNERS / +
-STRUCTURAL -PLANNERS 0 0008913
- FOUNDATION - GEO-TECHNICAL - RESIDENTIAL c�S 9FGIS7EP�0
8/ONAL
P.O. BOX 2321 BREMERTON, WASHINGTON 98310
Pb Pmunq Braa�n�.. Washn 12061 3234523