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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 /> 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 FM/LARCH#2 <br /> 3.2. SILLS,PLATES AND <br /> BLOCKING:DUG FIR/ARCH#3 <br /> OR BETTER <br /> 3.3. STUDS:2X6 DUG FIR/LARCH <br /> STUD <br /> 3.4. SHEAR WALL SHEATHING:f' <br /> STRUCTURAL#1 PLYWOOD <br /> 3.4.1. 10D X 2.5"NAILS 6"ON <br /> EDGE 12"FIELD <br /> 3.4.2. LF BRACING <br /> REQUIREMENTS CS-WSP= <br /> 5.5LF(4=4OLF)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 REVISION 4/20 <br /> No. Revision/Issue Date <br /> nee limn and Mims <br /> WEST ELEVATIO \ <br /> FAM _ <br /> A.w.}s Nom and Mir <br /> HOME REMODEL/EXPANSION <br /> ALEAS & VANCE AESCHLEMAN <br /> 4715 WEST VIEW DR <br /> EVERETT, WA 98203 <br /> Prelmt <br /> REMODEL Most <br /> [4715 <br /> ft01/29/2021 ST <br /> 1/4" - <br />