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10 <br />LU26 HA <br />OVER DC <br />WITH 6— <br />INTO LVL <br />SEAL <br />AT R00 <br />RIM/TOF <br />PLATE <br />BACKER <br />ROD <br />AROUNC <br />INTERI01 <br />SIDE OF <br />WINDOW <br />AND DC <br />CAULK b <br />CORNER`. <br />TOP TO <br />AT INTEF <br />SEAL <br />AT FLOC <br />RIM/BO- <br />PLATE <br />Q Q 4 6 Q <br />ROOF: <br />ROOFING.............ARCH. SHINGLES OVER SELF —ADHERED <br />UNDERLAYMENT APPLIED SHINGLE FASHION <br />—HIGH WIND APPLICATION- <br />-DRIP EDGE SHALL BE PROVIDED AT EAVES AND <br />RAKE EDGES OF SHINGLE ROOFS (IBC 1507.2.9.3). <br />SHEATHING ...... ..... 7/16" APA RATED (24/16) MINIMUM <br />FRAMING .............2 x 10 DF #2 RAFTERS @ 24"oc <br />w/ 2" FURRING ON BOTTOM FOR R38 <br />RIDGEBEAM .......... DOUBLE 1 1 /2" x 24" CONTINUOUS LVL 2.0E <br />LEDGERS... .......... 2 x 4 D.F. TAPER CUT <br />RIMS.................2 x 6 CONTINUOUS LVL 2.0E <br />WITH 2 x 10 DF VENT BLOCKS <br />INSULATION .......... R38 CELLULOSE BLOW—IN OVER CLASS "A" <br />MATERIAL (AIR BARRIER COMPONENT) <br />CEILING .............. SUSPENDED T—BAR (PER IBC 808.1) <br />ARCHITECTURAL. ... .12" OVERHANG <br />SOFFIT ................ FIBER CEMENT PANEL, PERFORATED FOR <br />VENTING AS REQUIRED <br />VENTING ............. SOFFIT AND RIDGE <br />SIDING............... <br />FIBER <br />CEMENT LAP SIDING WITH 8" EXPOSURE <br />OVER <br />BUILDING WRAP. BUILDING WRAP TO <br />EXTEND <br />TO BOTTOM OF FLOOR RIM (MIN.) <br />MOISTURE ........... <br />WRAP <br />LOWER 12" OF BUILDING & CORNERS WITH <br />PROTECTION <br />MOIST <br />—STOP, WRAP BUILDING w/BUILDING WRAP <br />SHEATHING ........... <br />Y2" CDX <br />PLYWOOD (MIN.1%2" RATED SHEATHING) <br />FASCIA. ............ <br />.1 x 6 <br />TRIM ................. <br />I x 4 <br />AT CORNERS, WINDOWS AND DOORS. <br />1 x 6 <br />@ MODLINE SHIP LOOSE TO BE INSTALLED <br />ON SITE <br />BY OTHERS <br />NOTE:2"x <br />2" GALV. FLASHING UNDER CORNERS <br />FRAMING.............2 <br />x 6 <br />D.F. #3 or BETTER STUDS @ 16"oc <br />TOP PLATE .......... <br />2 x 6 <br />CONTINUOUS LVL 2.0E <br />BOTTOM PLATE. <br />.2 x 6 <br />D.F. <br />INSULATION ...... <br />R-21 <br />FIBERGLASS BATTS <br />INTERIOR FINISH...... MATERIAL INSTALLED FROM STUDS OUT <br />EXT. WALLS:LAYER 1: V8 TYPE Y SHEETROCK (AIR BARRIER) <br />LAYER 2: Y2" VINYLWRAP TACKBOARD (FINISH) <br />ABOVE WALL FINISH: LAYER 1: 5/8" SHEETROCK <br />AT GABLE ENDS <br />SKIRTING ............. SHIP LOOSE <br />GUTTERS ............ PROVIDED AND INSTALLED ON SITE BY OTHERS <br />FLOOR: <br />COVERING ............ ON SITE BY OTHERS <br />DECKING ............ 23/32" APA RATED T&G — GLUED AND NAILED <br />(AIR BARRIER COMPONENT) <br />FRAMING.............2 x 8 DF #2 JOISTS @ 16"oc <br />RIMS. ................2 x 8 CONTINUOUS LVL 2.0E <br />NOTE:12" HIGH MOISTURE BARRIER INSTALLED ON <br />PERIMETER AT RIMS AND END JOISTS <br />JOIST HANGERS...... AT ALL RIMS <br />INSULATION .......... R-30 UNFACED FIBERGLASS BATT FIBERGLASS <br />(USE TWO LAYERS OF R-15) <br />BOTTOM COVER...... CLASS A <br />Approved for Const: <br />N <br />CITY OF EVERETT <br />