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A1.32 <br />BOAT HOUSE <br />SECTION <br />3' <br />- <br />1 <br />0 <br />" <br />8' <br />- <br />6 <br />" <br />9' <br />- <br />1 <br />0 <br /> <br />1 <br />/ <br />2 <br />" <br />PROPOSED PEAK 943.4 <br />1' <br />- <br />0 <br />" <br />PER CITY: <br />LOW OPENING = 933.5 <br />LOW FLOOR = 932.5 <br />BOAT HOUSE SECTION <br />SCALE: 1/2" = 1'-0" <br />3 <br />A1.32 <br />EXISTING BOAT HOUSE <br />PROFILE <br />3' <br />- <br />1 <br />" <br />2' <br />- <br />9 <br /> <br />1 <br />/ <br />2 <br />" <br />3 1 <br />/ <br />4 <br />" <br />6" <br />933.5 - PROPOSED MAIN <br />LO <br />W <br />E <br />R <br /> T <br />H <br />A <br />N <br /> E <br />X <br />I <br />S <br />T <br />I <br />N <br />G <br />2' <br />- <br />2 <br />" <br />HI <br />G <br />H <br />E <br />R <br />ROOF <br />60 MIL EPDM MEMBRANE (WHITE) <br />TAPERED INSULATION SYSTEM (1/4" PER FT.) <br />PITCH TO PERIMETER GUTTER SYSTEM <br />12" SIPS ROOF PANELS (R-49 INSULATION) <br />VAPOR BARRIER INTEGRATED IN WALL <br />1/2" GYP. BD. FINISH <br />2 LAYERS GRADE 'D' PAPER <br />EXTERIOR WALL <br />6" SIPS WALL PANEL (R-24 INSULATION) <br />NEW TECH WOOD SIDING PER PLAN <br />1/2" SHEETROCK FINISH <br />VAPOR BARRIER INTEGRATED IN WALL <br />EXTERIOR WALL, TYP. <br />WATERPROOF MEMBRANE <br />8" CIP CONCRETE FND WALL <br />CRUSH ROCK BACKFILL <br />CRUSH ROCK BACKFILL <br />2" RIGID INSUALTION <br />FOUNDATION WALL: <br />1" MIN. THERMAL BREAK <br />FLOOR SYSTEM: <br />FINISH: EPOXY/POLISHED OR COLORED CONC. <br />4" CONC. SLAB W/ #4 REBAR @ 24" O.C. <br />EA. WAY CENTERED, ON 2" RIGID INSULATION <br />W/ IN-FLOOR HYDRONIC HEATING <br />OVER MIN. 6 MIL. VAPOR BARRIER <br />PLACED ON COMPACTED GRANULAR MATERIAL <br />1/4"/FT. <br />SI <br />P <br />PROPOSED GRADE <br />VARIES ALL SIDES <br />12' x 8' DOOR SHOWEN <br />LAKE SIDE (SOUTH) ARCHITECTURAL <br />STONE SHEAR WALL DETAIL <br />HOUSE SIDE (NORTH) ARCHITECTURAL <br />STONE SHEAR WALL DETAIL <br />1' <br />- <br />7 <br />" <br />1'-0" <br />1/4"/FT. <br />933.2 - EXISTING MAIN <br />EXISTING PEAK 946.2 <br />934.1 - EXISTING MAIN <br />EXISTING GRADE LAKE SIDE <br />AT EXISTING LOCATION <br />10 <br />' <br />- <br />7 <br />" <br />11 <br />' <br />- <br />1 <br />" <br />T .O <br />. S <br />O <br />U <br />T <br />H <br /> <br />S <br />H <br />E <br />A <br />R <br /> W <br />A <br />L <br />L <br />T .O <br />. N <br />O <br />R <br />T <br />H <br /> S <br />H <br />E <br />A <br />R <br /> W <br />A <br />L <br />L <br />BOX STYLE GUTTER,VERIFY FINAL <br />DETAIL FIELD VERIFY LOCATION <br />OF D.S. ON WEST FACE <br />T.O.W. 943.0 <br />12" ARCHITECTURAL <br />FIN WALL BEYOND <br />HO <br />L <br />L <br />A <br />N <br />D <br /> C <br />O <br />V <br />E <br />13 <br />9 <br />5 <br /> O <br />R <br />O <br />N <br />O <br /> L <br />A <br />N <br />E <br />OR <br />O <br />N <br />O <br />, M <br />N <br /> 5 <br />5 <br />3 <br />9 <br />1 <br /> <br />Copyright ©2021 JALIN Design <br />CITY REVIEW 02-22-21 <br />CONCEPT <br />SITE REVIEW <br />01-06-21 <br />CONCEPT <br />REVIEW <br />02-12-21 <br />CONCEPT <br />REVIEW <br />02-16-21 <br />WATER RESOURCE <br />PERMIT SUBMISSION <br />03-05-21 <br />ISSUES/REVISIONS DATE <br />STRUCTURAL <br />REVIEW <br />03-12-21 <br />CITY VARIANCE <br />SUBMISSION-2 <br />03-17-21