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^ C"n' ' ^iLT R❑❑F SHINGLES <br />EATHING <br />RIDGE BEAM <br />K6 ROOF RAFTERS <br />BOX FRAMING FOR <br />SKYLIGHT <br />ROSS LINES INDICATE <br />TRUCTURAL WALL SEC <br />[MPSON HTT4 HELD <br />IWN ANCHORS 1)800 <br />OPACITY <br />CAVITY INSULATION <br />FLOOR JOIST <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. INSULATION REQUIREMENTS <br />2.1. CLIMATE ZONE MARINE 4 <br />2.2. SEE TABLE N 1102.2-1 (R402.1.2) <br />2.2.1. CEILING R VALUE 49 <br />2.2.2. WOOD FRAME R20 <br />2.2.3. FLOOR R VALUE 30 <br />2.2.4. CRAWL SPACE WALL RIO <br />3. DESIGN LOADS <br />3.1. ROOF: 30 PSF SNOW LOAD <br />20 PSF DEAD LOAD <br />3.2. FLOOR: 40 PSF LIVE LOAD <br />20 PSF DEAD LOAD <br />4. DESIGN LUMBER GRADES <br />4.1. POSTS: DUG FIR/LARCH #2 <br />4.2. SILLS, PLATES AND <br />BLOCKING: DUG FIR/ARCH #3 <br />OR BETTER <br />4.3. STUDS: DUG FIR/LARCH STUD <br />4.4. SHEAR WALL SHEATHING: }" <br />STRUCTURAL#1 PLYWOOD <br />4.4.1. 1 OD X 2.5" NAILS 6" ON <br />EDGE 12" FIELD <br />4.4.2. LF BRACING <br />REQUIREMENTS CS-WSP = <br />5.51-F (<i= 40LF) X 1.4 <br />(SEISMIC MULTIPLIER) _ <br />7.7 LF <br />5. CONCRETE: <br />5.1. FOOTINGS/STEM WALLS - <br />3000 PSI <br />5.2. SLAB ON GRADE - 3000 PSI <br />6. FOUNDATION: <br />6.1. ASSUMED ALLOWABLE SOIL <br />BEARING ON FIRM NATIVE <br />UNDISTURBED SOIL, A <br />MINIMUM OF 18" BELOW <br />FINAL GRADE <br />7. MINIMUM HOLD DOWN FOR <br />BRACED WALLS <br />7.1. HOLD DOWN FORCE WIND <br /><140 mph, SEISMIC D = 1800LB <br />7.2. 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 />R.visim/Wous <br />Dots <br />HOME REMODEL/EXPANSION <br />ALEAS & VANCE AESCHLEMAN <br />4715 WEST VIEW DR <br />EVERETT, WA 98203 <br />n*d s.w <br />4715 REMODEL <br />00A01/29/2021 ST8 <br />s� <br />3/8" = V-0" <br />%�J <br />