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:...\\ <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 /> 3.4. SHEAR WALL SHEATHING:}" <br /> STRUCTURAL#1 PLYWOOD <br /> 3.4.1. I OD X 2.5"NAILS 6"ON <br /> EDGE 12"FIELD <br /> 3.4.2. LF BRACING <br /> REQUIREMENTS CS-WSP= <br /> 5.5LF(' =4OLF)X 1.4 <br /> 2X8 RIDGE BEAM (SEISMIC MULTIPLIER)_ <br /> ROOF VENT / 11' <br /> 7.7 LF <br /> 4. CONCRETE: <br /> 4.1. FOOTINGS/STEM WALLS- <br /> 3000 PSI <br /> 4a•i12 Rom)- 4.2. SLAB ON GRADE-3000 PSI <br /> PITCH lit- 4 EXISTING VELUX 5. FOUNDATION: <br /> ® 2X8 i SKYLIGHT•` e e 5.1. ASSUMED ALLOWABLE SOIL <br /> ROOF 1� 5i_28• Y \ UNDIBEASINTURBEDG ON ISOH ARM TIVE <br /> VENTING �% BOX` i, HZ <br /> \+ MINIMUM OF 18"BELOW <br /> FINAL GRADE <br /> FRAMING <br /> • <br /> ROOF EXIST \ G S T U C T U E 6. MINIMUM HOLD DOWN FOR <br /> VENTING BRACED WALLS <br /> ` 6.1. HOLD DOWN FORCE WIND <br /> <140 mph,SEISMIC D=I • II II II I I I 1 6.2. 2EA HOLD DOWN ANCHORS <br /> B <br /> 2-2X8 HEADER All <br /> II _II �I II PER TABLER602.10.6.1 ON <br /> 1 2 2XS H DER EACH BRACED WALL <br /> -2' i <br /> 6' SECTION <br /> 6' <br /> 2X6 WINDOW <br /> SLIDING <br /> DOOR 6'-8e 0 <br /> 2X6 FRAMING \ SHEAR WALLS <br /> EGRESS li <br /> (CR❑SSES) <br /> LANDING\ <br /> 1 REVISION 4/20 <br /> 1 " <br /> ICI o 14 <br /> �, 4i I2i 'f I No. Revision/Issue Dote <br /> i" STRUCTURAL 1'-6• EAST ELEVATI 0 \ <br /> SHEATHING <br /> FAVE ] <br /> EXTERI❑R CRAWL <br /> SPACE ACCESS #1 <br /> thimt thew wed kW= <br /> HOME REMODEL/EXPANSION <br /> AI FAS & VANCE AESCHLEMAN <br /> 4715 WEST VIEW DR <br /> EVERETT, WA 98203 <br /> 4715 REMODEL ant <br /> Dab01/29/2021 S T 2 <br /> e� <br /> � 1/4" — 1'—O" J <br />