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12'-916' <br /> 8'-2$' <br /> GENERAL NOTES <br /> 1. ALL WORK IS TO COMPLY WITH THE 2018 NOTES <br /> INTERNATIONAL RESIDENTIAL CODE R106.1.1 AND 805 SF OF ROOF ATTIC THEREFORE ,,=2.68 SF <br /> ANY APPLICABLE STATE,COUNTY,OR LOCAL _ E W CONTRACTOR TO INSTALL A MINIMUM OF 2.68 OF <br /> REGULATIONS ROOF VENTILATION BETWEEN SOFFIT AND RIDGE VENTS <br /> 2. DESIGN LOADS: <br /> ROOF: <br /> 5(SNOW LOAD) SCALE: 1 /4" = 1 -00" <br /> 15(DEAD LOAD) <br /> FLOOR <br /> 40(LIVE LOAD) <br /> 10(DEAD LOAD) <br /> 3. DESIGN LUMBER GRADES POSTS: <br /> DOUGLAS FIR/LARCH#2 <br /> SILLS,PLATES,AND BLOCKING,DOUGLAS <br /> FIR/LARCH#3 OR BETTER <br /> STUDS, <br /> DOUGLAS FIR/LARCH STUD <br /> SHEARWALL SHEATHING, <br /> 1%2"CDX PLYWOOD SHEARWALL <br /> SCHEDULE INCLUDED UNLESS 12'-9$' <br /> OTHERWISE NOTED ON <br /> 4. CONCRETE �,-6 8'-3 ' <br /> DESIGN CONCRETE STRENGTH: <br /> 8. <br /> FOOTING AND STEM WALLS <br /> SLAB ON GRADE <br /> 5. FOUNDATION: <br /> 1.ASSUMED ALLOWABLE SOIL BEARING 1500 PSF <br /> 2.FOOTINGS SHALL BEAR ON FIRM,NATIVE UNDISTURBED <br /> SOIL,A MINIMUM OF 18"BELLOW ORIGINAL GRADE. <br /> 6. WALL.BUILT UP HEADER(2"TO 2"HEADER WITH j'SPACER <br /> PER IRC 2021 TABLE 602.3) <br /> 7. 7'CEILING HEIGHT MIN <br /> LEFT SOF VFW <br /> SCALE: 1 /4" = 1 '-00" <br />