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I— %J I I— I— I— V / \ I I \—/ <br />FRAME <br />General Notes <br />GENERAL NOTES: <br />1. ALL WORK IS TO COMPLY WITH <br />THE 2015 INTERNATIONAL <br />RESIDENTIAL CODE AND ANY <br />APPLICABLE STATE, COUNTY OR <br />LOCAL REGULATIONS <br />2. DESIGN LOADS <br />2.1. ROOF: 30 PSF SNOW LOAD <br />20 PSF DEAD LOAD <br />2.2. FLOOR: 40 PSF LIVE LOAD <br />20 PSF DEAD LOAD <br />3. DESIGN LUMBER GRADES <br />3.1. POSTS: DUG FIRILARCH #2 <br />3.2. SILLS, PLATES AND <br />BLOCKING: DUG FIR/ARCH #3 <br />OR BETTER <br />3.3. STUDS: 2X6 DUG FIRILARCH <br />STUD <br />3.4. SHEAR WALL SHEATHING: <br />STRUCTURAL #1 PLYWOOD <br />3.4.1. 1 OD X 2.5" NAILS 6" ON <br />EDGE 12" FIELD <br />3.4.2. LF BRACING <br />REQUIREMENTS CS-WSP <br />5.51-F (</= 40LF) 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 />REVISION <br />4/20 <br />[No. <br />Revision/Imm <br />Date <br />w. 0w md arm <br />HOME REMODEL/EXPANSION <br />ALEAS do VANCE AESCHLEMAN <br />4715 WEST VIEW DR <br />EVERETT, WA 98203 <br />ftwd ... <br />4715 REMODEL <br />olft <br />01 /29/2021 STI <br />smb <br />1/4' = V-0' <br />/6, <br />