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Steven and Margie Champlin <br /> 04/27/16 <br /> Craig Selander, Architect, LLC <br /> EXISTING SNILCHTS <br /> AT WEST SATE TO REMAIN <br /> EASTING 11 I-JOISTS Ifi•O.C. / \ <br /> AT SOUTH END OF LOFT \ <br /> IX6TING ATTIC TRUSSES 24.O.C. <br /> 2 r— \ <br /> TOP OF LOFT BOOR <br /> 2 <br /> r jjjtY-0' Y-0- <br /> CASTING GYPSUM BOARD <br /> TOP Of MAIN LEVEL ROOK ---1_ ON GARAGE IRMUNG <br /> FROM EAIN LE STAIR LOFT <br /> b MAIN LEVEL TO LOFT <br /> EXISTING DOOR <br /> Gara <br /> TCP Of GARAGE FLOOR <br /> v <br /> h <br /> M <br /> 0' 2' 4' 6' 8' <br /> EXISTING BUILDING SECTION <br /> }•sHEATImc }•sNEAmxc <br /> EXISTING TRUSS TO REMAIN NEW TRUSS Roof/Celli,, <br /> SHINGLES <br /> ICE Q WATER SHIELD ON ENTRE 3/12 ROOF <br /> r O.S.B.ROOF SHEATHING <br /> W000 TRUSSES-24'0.11 <br /> MAINTAIN 2'MINIMUM AIR SPACE <br /> BEAM SUPPORTED AT EACH ENO WOOD TRUSSES SPRAY FOAM INSULATION <br /> BY NEW ORDER TRUSSES 24'O.C. POLY VAPOR BARRIER <br /> HANGER BY TRUSS SUPPLIER INTERIM FINISH <br /> EMSTING SNYLIGHTS 12 0= Soffit <br /> AT WEST SOE TO REMAIN 3 PREFTNISHED METAL DRIP EDGE <br /> / f 2 <br /> 2x 6 SUBFASCIA <br /> EXISTING 11 -JOISTS 16'O.C. PREFINWED METAL FASCIA <br /> AT SOUTH END ON LOFT PREFINISMED METAL VENTED SOFFIT PANELS <br /> FRIEZE MOLD AT WALL <br /> 2x 4 CIDUNG 'Yy5+/-� INNDOW HERO <br /> EXISTING ATTIC TRUSSES 24'O.C. JOISTS 24.O.C. 12 el <br /> CUSTOM <br /> / \ <br /> LK H <br /> 12 / i w Loft \\,�' EADER� <br /> PROVIDE AIR BARRIER ON / <br /> B� \'.m• WNDOW <br /> ATTIC SDE OF WALL MIO INSUTAIE / l' Floor <br /> DETAILS BY CONTRACTOR i 3/4•T&G POOR THING <br /> SEF NOTES ON DRAWING A2.1 JOSS 3 REMOVE k REPLACE AS REQUIRED b � <br /> TOP OF LOFT FLOOR /b HANGER <br /> PRONDE 2x 10 JOS 3 16"O.C. \ SDeb1NR <br /> EMETNG <br /> INFILTRATOR BAR <br /> RIO <br /> WALL 91EATHNC <br /> fi'-6}• FLUSH LVL BEAM OVSUE h REPLACE AGE IN B SNDS-Ifi•O.C. <br /> MODIFY EMSTNG AS REI BOARD ON GARAGE CEILING INSULATION R-19 MINIMUM <br /> EX TING AIN 1RU55 AS REWIRED POLY VAPOR BARRIO <br /> 0 REMAIN INTERIOR FINISH <br /> K IFY L£NCTIi <br /> Garaee <br /> m <br /> PROVIDE STUDS AT EACH <br /> GIRDER MUSS BEARING PONT <br /> SEE FLOOR PLAN FOR LOCATION <br /> EXISTING 2x 6 WALL <br /> V TOP OF GARAGE FLOOR b <br /> CORE FILL EXISTING CMU FOUNDATION WTH <br /> Iml 3,000 PST CONCRETE t REINFORCE EACH CORE <br /> m - WTH(1)/4 MORICAL ROAR <br /> i AT EACH GIRDER TRUSS BEARING PONT <br /> 0' 2' 4' 8' 8' <br /> BUILDING SECTION <br /> 1/B^=Y-o^ <br />