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6- o7 4 - <br /> j' \ <br /> VENT 1/300 TH.VALLEYS& TURTLE VENTS / `�\ <br /> ALL ROOFIWALL INTERSECTIONS EAST ELEVATION ONLY RIDGE VENT <br /> 30 YR ARCHITECTURAL ASPHALTIC SHINGLES <br /> 15,ASPHALT FELT T-0 1•.01 AVA Studio <br /> ICE&WATER SHIELD AND ALL VALLEYS AS PER COE) M 1 z•-o' 2'-0" Phone:612 532 8159 <br /> Email: rohomeexterior@yahoc.com <br /> 12"PLYWD.SHTG.W/CLIPS ENG.ROOF TRUSS S(¢�24 O.C. <br /> ENG.ROOF TRUSSES @ 24"O.C. <br /> AIR CHUTE(PROVIDE UNOBSTRUCTED AIR FLOW) Addition Roof <br /> (R49)BLOW IN INSULATION —� 1 T-11 7/71 AVASTUDIO.HOUZZ.COM <br /> 4 MIL POLY VAPOR BARRIER 5/8"TYPE X SOFFIT R-49 BLOW IN INS L. <br /> AND FASCIA <br /> 5/8'GYP.CEILING BD. LAYMENT ❑❑ <br /> EAST EGENERAL NOTES: <br /> EAST ELEVATION <br /> FASCIA: ONLY <br /> 2X6 SUB FASCIA ALL PLANS ARE TO BE REVIEWED BY THE <br /> 6'ALUMINUM FASCIA GENERAL CONTRACTOR AND THE MUNICIPAL <br /> ALUMINUM VENTED SOFFIT BUILDING OFFICIAL PRIOR TO CONSTRUCTION. <br /> 3/4'OSB SUBFL AVA STUDIO LLC.IS NOT RESPONSIBLE <br /> WALL: FOR ANY PROBLEM ASA RESULT OF AN <br /> 12'GYP.BD.TYP. Addition Floor ERROR OMISSION ON THESE PLANS. <br /> 9'" <br /> 4-MIL POLY VAPOR BARRIER 18'ENG.WEB TRUSSES @ 24'O.C. <br /> (R-20)FBGLS.BATT INSULATION -------------- <br /> ------------- <br /> 2X6 _____________ <br /> 2X6 STUDS 40 16"O.C. T .First FIOof R30 FIBERGLASS BATT INSULATION <br /> 7/16'OSB SHEATHING $'-Q" <br /> 4 MIL POLY V.B. <br /> TYVAKE HOUSE WRAP <br /> SIDING PER ELEVATION 5/e" 5'8"TYPE XGYP.BD. <br /> TYPE X ❑ <br /> flM BETWEEN MAIN AND UPPER LEVELS EXTERIOR GRADE <br /> 7/16'OSB fl9d SHEATHING GYP.WALL SHOVER - <br /> EATHING <br /> 2X4 CONTINUOUS <br /> ONTWUOUS RIBBON BD. EAST ELEVATION <br /> (R-20)CLOSED SELL FOAM INSUL RIM ONLY <br /> DURASEAL OR SAME OLTY. _ _ _ 4"CONC.GARAGE FLOOR FIrSt Floor_f\ <br /> Q'76� � <br /> FOUNDATION 4 —_ FOunda' n <br /> 1/2'DIAMETER A.B.W/7'MIN.EMBEDDED&T _ _ _ _ _ — — — — — — — —�Itiir=,L-Iffii <br /> — 0-111/2•— <br /> SIDEXI/8'THICKSOUAREORRO ND — — — — — — — — <br /> D -III—III—I —III I I I III=I I—III—III=III=III-I I I—I I—I� -11-1 - 11 I <br /> COUNTERSINKWASHERS®72'ANDWITHIN 12" IIII FROM EACH CORNER&WMDOW WELL -I--IJ-J--4� IuVAPORBARRIER —LLI— " — —CfaWI_$paCe III <br /> ASPHALT EMULSION PAINT WATERPROOFING =III=III—III—III —III—I II—IIIOVIII"GIIID�III MIi ITEDIFILIL-III—III=III—_ III—III �II1�ZI— II—I <br /> 6x6%18'CMU BLOCK TOP COURSE I—III—III—I I I_I I I—III-1 I=1 I=1 1—III—III—III—III—III—III—III_III—III—III-1 I=1 =1 =1 =1 =1 I. <br /> I2X8X16"CMU BLOCK 4 COURSES <br /> BUTTOM OF FOOTING TO BE 42'BELOW GROUND /1 <br /> MIN. Section 1 <br /> 1/4"=V-0" <br /> 20'X 8"CONC.FTG.W/(2)M REBAR <br /> 5000 PSI MIN COMPRESSIVE STRENGTH <br /> 3593 Crystal Place <br /> Orono MN <br /> Garage and House <br /> Section <br /> Project camber 3593 <br /> Date 2/19/20199:39:38 PM <br /> D—n by Alexander Bochamikov <br /> Checked by <br /> A06 <br /> Scale 1/4"=V-0" <br />