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• <br /> (.....-' <br /> / '� <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 FIR/LARCH#2 <br /> 3.2. SILLS,PLATES AND <br /> BLOCKING:DUG FIR/ARCH#3 <br /> OR BETTER <br /> 3.3. STUDS:DUG FIR/LARCH STUD <br /> 2X8 RIDGE BEAM BUTT C❑NNECTI❑N 5/8 // R <br /> SHEATHING 3.4. SHEAR WALL SHEATHING:i"❑VER SUPP❑RT(R❑❑F PYW❑❑D STRUCTURAL#IPL " OD <br /> 3.4.1. 10D X 2.5"NABSS 6 ON <br /> EDGE 12"FIELD <br /> SHEATHING WILL SPAN OVER 2X8 RIDGE 2X6 ROOF 3.4.2. LF BRACING <br /> C❑NNECTI❑N) BEAM 5.SLF(REQUIREMENTS S-WSP= <br /> RAFTERS 5.5LF(</=40LF)X 1.4 <br /> (SEISMIC MULTIPLIER)= <br /> 7.7 LF <br /> 3.4.3. BEAMS:DUG FIR/LARCH <br /> 4� - #2 OR BETTER <br /> _ / 4. CONCRETE: <br /> 4.1. FOOTINGS/STEM WALLS- <br /> i ! C i 3000 PSI <br /> 4.2. SLAB ON GRADE-3000 PSI <br /> 5. FOUNDATION: <br /> ROOF I AR <br /> 5 1 <br /> VENTING BEING ON FIRM NATIVE <br /> UNDISTURBED SOIL,A <br /> MINIMUM OF 18"BELOW <br /> FINAL GRADE <br /> O O �0 O I O O O — O O O MINIMUM6. NIMUM HOLD DOWN FOR <br /> • <br /> BRACED WALLS <br /> \ , { 6.1. HOLD DOWN FORCE WIND <br /> 10 1 .b `q `^ `p 7 ) <140 mph,SEISMIC D=I800LB <br /> 2-2X8 HEADER 6.2. - 2EAHOLDDOWNANCHORS <br /> PER TABLE R602.10.6.1 ON <br /> EACH BRACED WALL <br /> EX I STI \ G ST ' U CTU E 2X6 FRAMING 2X4 WINDOW SECTION <br /> „Al <br /> 1 ill <br /> EGRESS <br /> SHEAR WALLS LANDING <br /> (CROSSES) 1 REVISION 4/20 <br /> Eli a o a `\ NO <br /> a a a o N t 1 a P a of a j . Lif No. Revision/Issue Date <br /> SOUTH E L EVAT I O \ SHEATHING UCTURALa_r,.... <br /> E AVE <br /> HEIGHT CALCULATION NEW STRUCTURE <br /> MANHOLE RIM ELEV = 263.50 Ne-eel Mime <br /> TOP OF EXISTING HOUSE ELEV = 274.33 HOME REMODEL/EXPANSION <br /> ALFAS & VANCE AESCHLEMAN <br /> 4715 WEST VIEW DR <br /> MAX HEIGHT OF NEW STRUCTURE = 274.33 EVERET, WA98203 <br /> :t lbw <br /> 4715 REMODEL <br /> r..i.. <br /> 01/29/2021 S T 4 <br /> s <br />