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SPACE ACCESS #1 <br />General Notes <br />GENERAL NOTES: <br />I. ALL WORK IS TO COMPLY WITH <br />THE 2015 INTERNATIONAL <br />RESIDENTIAL CODE AND ANY <br />APPLICABLE STATE, COUNTY OR <br />LOCAL REGULATIONS <br />DESIGN LOADS <br />1.1. ROOF: 30 PSF SNOW LOAD <br />20 PSF DEAD LOAD <br />2.2. FLOOR: 40 PSF LIVE LOAD <br />20 PSF DEAD LOAD <br />DESIGN LUMBER GRADES <br />1. POSTS: DUG FIR/LARCH #2 <br />SILLS, PLATES AND <br />BLOCKING: DUG FIR/ARCH #3 <br />OR BETTER <br />�. �. STUDS: DUG FIR/LARCH STUD <br />,.4. SHEAR WALL SHEATHING: <br />STRUCTURAL #1 PLYWOOD <br />1.4.1. 10D X 2.5" NAILS 6" ON <br />EDGE 12" FIELD <br />� 4.2. LF BRACING <br />REQUIREMENTS CS-WSP = <br />5.5LF (</= 401-F) X 1.4 <br />(SEISMIC MULTIPLIER) _ <br />7.7 LF <br />4. CONCRETE: <br />4.1. FOOTINGS/STEM WALLS - <br />3000 PSI <br />4.2. SLAB ON GRADE - 3000 PSI <br />5. FOUNDATION: <br />5.1. ASSUMED ALLOWABLE SOIL <br />BEARING ON FIRM NATIVE <br />UNDISTURBED SOIL. A <br />MINIMUM OF 18" BELOW <br />FINAL GRADE <br />6_ MINIMUM HOLD DOWN FOR <br />BRACED WALLS <br />6.1. HOLD DOWN FORCE WIND <br /><140 mph, SEISMIC D = 1800LB <br />6.2. 2EA HOLD DOWN ANCHORS <br />PER TABLE R602.10.6.1 ON <br />EACH BRACED WALL <br />SECTION <br />1 <br />REVISION <br />4/20 <br />No. <br />Revision/Issue <br />Date <br />n. N.- ak Ad*. <br />Ro)K:t Nary VW Adds <br />HOME REMODEL/EXPANSION <br />ALEAS & VANCE AESCHLEMAN <br />4715 WEST VIEW DR <br />EVERETT, WA 98203 <br />Nk <br />pl� she* <br />4715 REMODEL <br />Dft <br />01/29/2021 ST2 <br />S.../4" = 1 —0" <br />