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<br />BUiLDER TO VERIFY
<br />ROIJ6H OPENING OF
<br />EXISTiNG PATIO DR,
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<br />EXISTING I-IOME
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<br />I NOTES:
<br />I 11) FLOOR SQUARE FOOTAGE IS CALCULATED TO THE SHEATHING FACE
<br />(2) EXTERIOR AND INTERIOR DIMENSIONS ARE TO STUD FACE UNLESS NOTED
<br />(3) 2xb EXTERIOR WALLS 11 9'.1118" WiTfi I" FOAM SHTG W/ METAL BRACING, TYVEK ALL
<br />(4) WALL INSULATION BY OTHERS- AMWOOD TO INSULATE CORNERS AND TUB/SHOWER AREAS
<br />(S) LOAD-BEARING DOOR AND WINDOW fiEADERS TO BE (2) 2XIO ~2 , STR SPF UNLESS NOTED
<br />(b) VISION 3000 SLIDER VINYL WINDOWS BY WINDSOR
<br />(1) CLAD EXTERIOR DOOR FRAMES BY WINDSOR
<br />(8) I" FOUNDATION FOAM BY OTHERS
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<br />MOVE ExiSTING PATIO D R
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<br />DIRECT VENT FIRE PLACE BY OTHERS
<br />HEADER' 6'-0" FRAME DClliN BY BUILDER
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<br />SLOPED WALLS
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<br />SLOP WALL
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<br />55-4050
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<br />4'-S~" 2'-10~"
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<br />2'-10~" 4'-S~"
<br />"-4"
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<br />PRE-ENGINEERED WOOD TRUSSES
<br />SELF SEALING SHINGLES ON 'I:;
<br />FELT OVER 112" OSB SHEATHING
<br />STRUCTURAL EAVE
<br />VENTILATION BAFFLE
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<br />INSULATiON WiTH VAPOR
<br />RETARDER BY BUILDER
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<br />ALUMINUM SOFFIT I
<br />FASCIA BY OTHERS
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<br />(2) 2xb TOP PLATES
<br />
<br />INSULATION WITH 4 MIL
<br />POLYETHYLENE FILM
<br />VAPOR RETARDER
<br />BY BUILDER
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<br />J" FOAM I METAL BRACING
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<br />2xb STUDS. Ib" O,C,
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<br />ELEV, 0'-0"
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<br />4" CONCRETE SLAB
<br />ON b MIL POLYETHYLENE
<br />V APOR RETARDER ON
<br />4" LAYER COMPACTED
<br />GRANULAR FILL
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<br />APPROX. GRADE
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<br />8" WIDE POURED
<br />CONCRETE
<br />FOUNDATION WALL
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<br />I" FOAM BY OTHERS
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<br />ELEV, (-) 4'-0"
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<br />DAMP PROOFING BY BUILDER 1"':~':;:~ _
<br />INOTE, WHERE HABITABLE
<br />ROOMS ARE LOCATED BELOW
<br />GRADE, FOUNDATION WALLS TO
<br />BE WATERPROOFED BY BUILDER)
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<br />I I I 'I I I ",; I CONTiNUOUSLY BRACED
<br />6" O,C, ., PERIMETER, 12" Q,C, IN FIELD
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<br />"''' "" " "" " " METAL "T" BRACED PANEL
<br />2 NAILS PER STUD
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<br />FLOOR PLAN
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<br />1/4" , 1'-0"
<br />AREA, 480 SQ, FT,
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<br />mE FOUNDATION CONTRACTOR SHALL INSTALL
<br />I THE FOUNDATION STRAIGHT, SQUARE, LEVEL,
<br />I PLUMB AND TO WITHIN 112" OF DIMENSIONS
<br />I SHOWN ON THIS DRAWING, THE CONTRACTOR
<br />I SHALL NOTIFY THE BUILDER OF DI5CREPANCIES,
<br />IIF ANY, THAT ARE FOUND ON TfilS DRAWING,
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<br />FOLlNDA TION PLAN
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<br />TYPICAL WALL. SECTION
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<br />B\4-onll CONC. WALL ON
<br />16",5" CONC, FOOTING
<br />4' CONC, SLAB ON
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<br />:SLAB ON GRADE
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<br />EXISTING FOUNDATION WALL
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<br />4'X4" SLAB LEDGE
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<br />NOTE: CONCRETE FOOTINGS AND 5U\8S
<br />SHALL BE REINFORCED IN ACCORDANCE
<br />WITH LOCAL AND / OR STATE BUILDING
<br />CODES
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<br />NOTE: REGARDLESS OF DETAILS,
<br />BOTTOM OF FOOTINGS SHALL BE
<br />ON FIRM UNDISTURBED SOIL,
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<br />S'-4"
<br />20'-0"
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