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5 518" 5 518" 4'-2 318" 4'-2 318" 55/8',
il I ' 14 8'-1 314" I 1114" 8'-4 314" 11 I l4"
14'-4 118" ' 9'-4 114" 8-4118"
ME
25GAR GARAGE
EX 5T'NG TO REMAIN
EXIST.
WALL LEGEND
EXISTING WALL TO BE REMOVED
EXISTING FRAME WALL
NEW 2 X (o FRAME WALL
NEW 2 X 4 FRAME WALL
MAIN FLOOR PLAN 8--1118" H. WALLS W.O.N. )
114" =11'-e"
NOTES:
• SPECIFIC DOOR AND WIND01I CODES ARE "FELLA" CASEMENT UNITS; HOWEVER,
BUILDER ANDIOR HOMEOWNER SMALL DETERMINE THE FINAL WINDOW AND DOOR SELECTION.
• SET BTTM, OF WINDOW HEADERS TO MATCH EXISTING
• WINDOW SUPPLER TO VERIFY ALL WINDOW SIZES PRIOR TO ORDERING
• EXTERIOR 2 X 4 WALLS DRAWN AS 4" THICK (NCL 112" SHEATHING)
• EXTERIOR 2 X 6 WALLS DRAWN AS (o'' THICK (INCL 112" SHEATHING)
• INTERIOR 2 X 4 WALLS DRAWN AS 3112" THICK (STUDS ONLY)
• INTERIOR 2 X 6 WALLS DRAWN AS 5112" THICK (STUDS ONLY)
• CONCRETE WALLS DRAWN AS 9 12" THICK Wl 5 Ill" BRICK LEDGE ON 20" X 10" CONT. FTG.
• ALL 2 X 6 FRAME WALLS OVER '.8'4" HIGH MUST BE BUILT IN ACCORDANCE TO LOCAL AND
GOVERNMENT CODES TO ENSURE STRUCTURAL INTEGRITY FOR RE55TING WIND LOADS
APPLY POLYURETHANE SPRAY FOAM INSUL TO All FACES AND FILL INSIDE OF H.S.S. THAT
PENETRATE HEATING ENVELOPE
• BUILDINGIGENERAL CONTRACTOR IS SOLELY RESPONS'BLE =0R ALL CONSTRUCTION MEETING
AND CONFORMING TO CURRENTLY ADOPTED IRC, 5TA-E AND LOCAL BUILDING CODES.
• BUILDING/GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION MEETING
AND CONFORMING TO THE 2009 ECC AND 2012 INDIANA RESIDENTIAL ENERGY CODES
AND CHOOSING THE METHOD AND MANNER OF DOING SO.
• LUMBER SIZE AND SFACNG, AND ALL BEAM SIZES (IF LABELED) ARE FOR DESIGN INTENT ONLY.
ALL CONSTRUCTION MEMBER SIZING, SPACING AND CONNEC'IONS SHALL BE DETERMINED BY A
(]I1AI im;n F:mrtm:;:Q AND AWL I BF TUF BUILDERS RESPONSIBILITY.
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T I (57M. -9 31a") I ENTRY IORCH
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o - I rl
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'APERED STONE BASE (2) 2 X'20AR BM.
(T.O.B. A 1-1118" A.F.F.)
5 518" 5 518" 4'-2 318" 4'-2 318" 55/8',
il I ' 14 8'-1 314" I 1114" 8'-4 314" 11 I l4"
14'-4 118" ' 9'-4 114" 8-4118"
ME
25GAR GARAGE
EX 5T'NG TO REMAIN
EXIST.
WALL LEGEND
EXISTING WALL TO BE REMOVED
EXISTING FRAME WALL
NEW 2 X (o FRAME WALL
NEW 2 X 4 FRAME WALL
MAIN FLOOR PLAN 8--1118" H. WALLS W.O.N. )
114" =11'-e"
NOTES:
• SPECIFIC DOOR AND WIND01I CODES ARE "FELLA" CASEMENT UNITS; HOWEVER,
BUILDER ANDIOR HOMEOWNER SMALL DETERMINE THE FINAL WINDOW AND DOOR SELECTION.
• SET BTTM, OF WINDOW HEADERS TO MATCH EXISTING
• WINDOW SUPPLER TO VERIFY ALL WINDOW SIZES PRIOR TO ORDERING
• EXTERIOR 2 X 4 WALLS DRAWN AS 4" THICK (NCL 112" SHEATHING)
• EXTERIOR 2 X 6 WALLS DRAWN AS (o'' THICK (INCL 112" SHEATHING)
• INTERIOR 2 X 4 WALLS DRAWN AS 3112" THICK (STUDS ONLY)
• INTERIOR 2 X 6 WALLS DRAWN AS 5112" THICK (STUDS ONLY)
• CONCRETE WALLS DRAWN AS 9 12" THICK Wl 5 Ill" BRICK LEDGE ON 20" X 10" CONT. FTG.
• ALL 2 X 6 FRAME WALLS OVER '.8'4" HIGH MUST BE BUILT IN ACCORDANCE TO LOCAL AND
GOVERNMENT CODES TO ENSURE STRUCTURAL INTEGRITY FOR RE55TING WIND LOADS
APPLY POLYURETHANE SPRAY FOAM INSUL TO All FACES AND FILL INSIDE OF H.S.S. THAT
PENETRATE HEATING ENVELOPE
• BUILDINGIGENERAL CONTRACTOR IS SOLELY RESPONS'BLE =0R ALL CONSTRUCTION MEETING
AND CONFORMING TO CURRENTLY ADOPTED IRC, 5TA-E AND LOCAL BUILDING CODES.
• BUILDING/GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION MEETING
AND CONFORMING TO THE 2009 ECC AND 2012 INDIANA RESIDENTIAL ENERGY CODES
AND CHOOSING THE METHOD AND MANNER OF DOING SO.
• LUMBER SIZE AND SFACNG, AND ALL BEAM SIZES (IF LABELED) ARE FOR DESIGN INTENT ONLY.
ALL CONSTRUCTION MEMBER SIZING, SPACING AND CONNEC'IONS SHALL BE DETERMINED BY A
(]I1AI im;n F:mrtm:;:Q AND AWL I BF TUF BUILDERS RESPONSIBILITY.
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LEGrr—
GOLDBERG DESIGN
custom hom,l
317.582.1,
40 1st STRE F I
CARMEL, IN 4t
FAX 317.582.1
steve@goldbergdesignc
www. gold bergdesigng
AWARD WINNING HOME L
DATE: 06-08-17
07-12-17
SAVE NAME: SCA
SHEET NUI
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