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TYPICAL ROOF ASSEMBLY: AN D R EW <br /> 1 • ASPHALT SHINGLES <br /> A301 • 15#ROOF FELT UNDERLAYMENT STEWART <br /> • 7116 OSB SHEATHING ARCHITECT <br /> y Li II Iy I I 11 1y lilyI I t I I1I ly u Hi , <br /> I Iy IIIIII I rf J� Lilly <br /> I I Lill <br /> lII II HI , <br /> I Iy I i I Iy II I ,I <br /> I 1 u 11 I � u II I LJ � Li LJ Li I u II I 11 I � 11 I 11 IT u LJ I � II II I � JI I <br /> I I I I 11 1 1 1 u I I I ] u II I II I l 1 1 I I I J I I I I I I I I I I I I I LI 1 1 1 1 1 1 1 1 u -2X4 OUTLOOK BLOCKS,24"O.C. 1 <br /> I I p II L L II LJ p J I u IA I J , u L T I J LJ L ! _ I I LJ l I I I T 1 L LT lc LJ I I ) j Lj z. 10621 15th Dr SE <br /> T X / X` N X X / A r k� 2X4 END RAFTER Everett,Washington 98208 <br /> 1'-0" / N / 1X6 WOOD FASCIA 405.808.5410 <br /> ' N / N / andrew.keithstewart@gmail.com <br /> N / N / 1'_0., i SOFFIT <br /> - N / N / <br /> //�3 <br /> REGISTERED <br /> \ / \ / PRE-ENGINEERED TRUSS ARCHITECT <br /> X X <br /> / N / N DIAGONAL WEB BRACING ANDREW KEITH STEWART <br /> STATE OF WASHINGTON <br /> V X / \ <br /> / X / <br /> V X V X <br /> V X / CONTINOUS LATERAL BRACING&BOTTOM c,.� <br /> CHORD BRACING <br /> / — L — — X — — \N — — - / - X - _- X -\ — — — — L T.O.PLATE z <br /> 304 7118" Z o <br /> = 30(1-7YStr — a��i <br /> L DOUBLE 2X12 HEADER _ <br /> _ i. a <br /> :) <br /> •\ CO <br /> TYPICAL WALL ASSEMBLY: `� <br /> • FIBER CEMENT LAP SIDING _ MCU o <br /> • 1/2 CDX TREATED PLYWOOD _ <br /> SHEATHING,FASTENED PER O cC <br /> SCHEDULE OVERHEAD SECTIONAL DOOR C Q <br /> • WEATHER-RESISTIVE BARRIER — Cl) <br /> • 2X4 WOOD STUDS @16"O.C. W 76 <br /> V = N <br /> V co > <br /> Q ti W <br /> 1/2"DIA.ANCHOR BOLT W/3" <br /> SQUARE WASHER,HOT-DIPPED <br /> / <br /> GALVANIZED _ BUILDING <br /> PRESSURE TREATED 2X4 SILL PERMIT <br /> PLATE 296'-4" <br /> z____.4"CONCRETE SLAB 1l4"11'0" I 04.25.2021 <br /> r4"CONCRETE SLAB _ _ ► ______,S,_LEVEL 1 <br /> �• ° e -' a 296'-6" REVISIONS <br /> • AVG GRADE # DATE DESCRIPTION <br /> n--r=r 1' _ . I 111 I- 7l 111�1J_ 1J_T IJ — -, <br /> _ _ - - TT T T T T TT 295 9318 <br /> da <br /> Z °, <br /> — #4 CONT.HORZ.BARS <br /> —_ • < 40 KSI STEEL-1 <br /> .a — d 3"CONC.COVER,MIN. <br /> a — - III III <br /> I 1 r1 , � I 4 III III III 294 0 <br /> B.O.FOOTING <br /> III III <br /> N <br /> EL <br /> E-W SECTION SECTION <br /> A302 <br /> N <br /> N <br /> V <br />