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SEAL -DOWN ASPHALT SHINGLES <br />15# BUILDING FELT <br />ICE & WATERSHIELD TO 24" INSIDE WALL <br />5/8" OSB SHEATHING ROOF SHEATHING <br />MANUFACTURED ROOF TRUSSES @24" <br />INSULATION BAFFLE <br />ENERGY HEEL <br />DRIP EDGE <br />SQUARE CUT FASCIA <br />3/8" PLYWD. SOFFIT <br />2" CONT. VENT <br />WDO UNITS U=0.31 (MAX) <br />R-9 BATTS AT HDR <br />INSULATED RIM JOIST' <br />R-21 SPRAY FOAM <br />STUCCO SIDING BY MANUIF <br />HOUSEWRAP, 25/32" COMP- <br />OSITION WALL SHEATHING <br />2x6 STUDS @ 16" O.C. <br />INSULATION <br />6 MIL POLY VAPOR BARRIER <br />1/2" GYP. BD. <br />INSULATED RIM JOIST <br />R-21 SPRAY FOAM <br />WATERPROOFING - mi <br />R-10 XPS RIGID INSULATION'11- <br />8" CONC. WALL <br />WITH REINFORCING <br />FOOTING TY�,1 + <br />��. <br />3 Section 2 - Callout 1 <br />A5 3/8" = 1'-0" <br />R-49 <br />ND CEILING <br />18'-6" <br />5/8" GYP. BD. OVER <br />POLY VAPOR BARRIER <br />J I� <br />r <br />CALK AT JOINTS - PLATE TO <br />FLOOR SHEATHING <br />FLOOR FINISH AS SCHEDULED <br />25/32" T&G OSB FLR SHTNG <br />GLUED AND NAILED <br />2ND FLOOR <br />10'-6" <br />18" BY MANUF. <br />_MAIN CEILING <br />9'-0.. <br />R-21 <br />CALK AT JOINTS - PLATE TO <br />FLOOR SHEATHING <br />FLOOR FINISH AS SCHEDULED <br />25/32" T&G OSB FLR SHTNG <br />GLUED AND NAILED <br />_ _MAIN FLOOR � <br />Oil <br />18" BY MAN UF. <br />LOWER CEILING <br />-1'-6" <br />TRTD. 2x6 W/ <br />SILL SEALER & <br />5/8" A.B. @ 4' O.C. <br />EMBED 7" MIN. IN CONC. <br />R-5 THERMAX FOIL <br />FACED RIGID INSUL <br />FOIL TAPE SEAMS, CALK <br />TO FLOOR <br />WALK OUT AT BEDROOMS, <br />VERIFY WITH SITE AND GRADING <br />1/2" EXPANSION JOINT <br />W/ CAULKING <br />4" CONC. SLAB <br />_LOWER FLOOR <br />-9 - 6•• <br />_, I I- <br />6" DRAIN TILE <br />W/ SILT SLEEVE <br />SET IN GRAVEL <br />TO DAYLIGHT OR <br />SUMP <br />Section 1 <br />3/16" = 1'-0" <br />3 <br />A5 <br />oil <br />I 11 I <br />I_ <br />11- I <br />I -11 <br />2 Section 2 <br />A5 3/16" = 1'-0" <br />17 <br />:III:III:I I ISI I I - <br />2ND CEILING 49L <br />18'--6" <br />CEILING 12 <br />15'-6" <br />2ND FLOOR <br />MAIN CEILING <br />9' _0 <br />.. <br />MAIN c:I nnQ <br />GARAGE <br />_LOWER CEILING <br />-1'-6" <br />I <br />E TOF AL <br />-5'-2" <br />LOWER FLOOR <br />-I 1I- <br />2ND CEILNGAIL <br />CEILING 12 <br />2ND FLOOR <br />10'-6" <br />MAIN CEILING <br />9' -oil <br />f <br />f' <br />MAIN FLOOR <br />0" <br />LOWER CEILING <br />-1' - 6" <br />• I11-1I1-1I1-1II-111_ <br />-1 I I=1 I I-111-1 I I-1 <br />I- <br />H I I-1 I I -I 11=1 I El.111_LOWER FLOOR <br />= <br />-1 I I:III-1 I I: � �I I I-1 I I-III:III-1 <br />DATE: 2023-01-27 <br />REVISED 2023-02-07 <br />REVISED 2023-02-22 <br />REVISED 2023-03-02 <br />ISSUED 2023-03-09 <br />REVISED 2023-05-22 <br />TODD KNUTSON DESIGN <br />5757 WENTWORTH AV SO <br />MINNEAPOLIS, MN. 55419 <br />P: 612-251-1041 <br />WWW.TODDKN LITSON DESIGN <br />.COM <br />TERMS: <br />CONTRACTOR TO VERIFY <br />ALL DIMENSIONS, AS BUILT <br />CONDITIONS (IF APPLY) AND <br />SITE CONDITIONS, BEFORE <br />ORDERING MATERIAL OR <br />DEMOLISHING EXISTING <br />STRUCTURES. CONTRACTOR <br />AND ALL SUBS MUST REPORT <br />ANY DISCREPANCIES TO <br />DESIGNER IMMEDIATLY. AS <br />BUILT AND SITE CONDITIONS <br />OFTEN HAVE UNIQUE CON- <br />DITIONS THAT CANNOT BE <br />PREDICTED OR FORSEEN AT <br />DESIGN COMPLETION. <br />CONTRACTOR, SUBS AND <br />DESIGNER WILL WORK <br />TOGETHER TO REACH A <br />SOLUTION IF ANY SITUATION <br />MAY ARISE. <br />Ate-+ <br />U) <br />U <br />C) <br />L0 <br />m <br />JOB NO: 350 <br />SHEET NO: <br />A5 <br />SECTIONS <br />