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2X10 RAFTERS PER PLAN <br />2X10 PLATE ON EXISTING ROOF <br />2X BLOCKING BETWEEN EXISTING RAFTERS <br />PRE-ENGINEERED GIRDER TRUSS <br />EXISTING ROOF & <br />CEILING FRAMING <br />ASPHALT SHINGLES <br />2X4 OUTRIGGERS, 24" O.C. <br />2X4 END RAFTER <br />1X6 WOOD FASCIA <br />PRE-ENGINEERED <br />DROPPED GABLE TRUSS <br />TOP PLATE <br />420' -1 1 /8" <br />JOIST HANGER - -/ I I V II1111 I 2X12 HEADER W/ R-10 INSULATION <br />I <br />II <br />EXTERIOR WALL TO <br />BE DEMOLISHED —1 <br />R-38 BATT INSULATION <br />mm <br />VINYL WINDOW PER SCHEDULE <br />co <br />60 <br />WALL ASEMBLY: <br />• FIBER CEMENT LAP SIDING <br />• 1/2" CDX PLYWOOD SHEATHING <br />• WEATHER -RESISTIVE BARRIER <br />• 2X6 WOOD STUDS @ 24" O.C. <br />• R-21 BATT INSULATION <br />• 1/2" GYP BOARD <br />LEVEL 1 <br />2X6 TREATED MUD SILL 412' - 0" <br />TO FOUNDATION OIL <br />ANCHOR BOLT 410'-101/2" <br />— — — -- \ AVG GRADE <br />#4 CONT. HORZ, BARS 410' - 3" <br />TOP AND BOTTOM <br />�+ #4 VERT. BARS 4' O.C. <br />1ITY OF EVERETTO FOOTING OlL <br />f-PEHMITOT- 10" <br />ANDREW <br />STEWART <br />ARCHITECT <br />11300 3rd Avenue NE Apt 340 <br />Seattle, Washington 98125 <br />405.808.5410 <br />andrew.keith.stewaft@gmail.com <br />REGISTERED <br />ARCHITECT <br />1 /3 <br />ANDREW REITN STEWA.4T <br />STATE OF WASHINGTON <br />0 <br />o <br />N <br />Z <br />O <br />Z <br />� <br />06 0 <br />U <br />0' <br />.o <br />J <br />Z <br />a <br />O� <br />,m <br />0� <br />co <br />CD <br />O <br />N <br />°' <br />Q <br />00 <br />cn <br />Q'rn <br />W (n <br />cn W <br />(, <br />O <br />U A_r <br />O <br />Q <br />c0°o W <br />BUILDING <br />PERMIT <br />4/21 /2020 <br />REVISIONS <br /># DATE DESCRIPTION <br />SECTION - <br />ADDITION \ <br />l� <br />A301 <br />