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2,_8„ I 6'_5„
13'-10112"
42'-10"
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1'-10112"
WALL LEGEND
EXISTING WALL TO BE REMOVED
EXISTING FRAME WALL
NEW 2 X b FRAME WALL
- NEW 2 X 4 FRAME WALL
FOUNDATION PLAN
CONCRETE WALLS DRAWN AS 6" THICK W14" BRICK LEDGE ON 16" X 6" CONT. FTG.
t APPLY POLYURETHANE SPRAY FOAM INSUL. TO ALL "*AGE5 AND FILL INSIDE OF H.S.S. THAT
PENETRATE HEATING ENVELOPE
BUILDING/GENERAL CONTRACTOR 15 SOLELY RE5PON51BLE FOR ALL CONSTRUCT'% MEETING
AND CONFORMING TO CURRENTLY ADOPTED IRC, STATE AND LOCAL BUILDING CODES.
BUILDINGIGENERAL CONTRACTOR 15 RESPONSIBLE FOR ALL CON5TRUCTION MEETING
AND CONFORMING TO THE 2009 IECC AND 2012 INDIANA RESIDENTIAL ENERGY CODES
AND CHOOSING THE METHOD AND MANNER OF DOING 50.
• LUMBER SIZE AND SPACING, AND ALL BEAM SIZES (IF LABELED) ARE FOR DESIGN INTENT ONLY.
ALL CONSTRUCTION MEMBER SIZING, SPACING AND CONNECTIONS SHALL BE DETERMINED BY A
QUALIFIED ENGINEER AND SHALL BE T- E 5U'LDER'5 RESPONSIBILITY.
' J015T LAYOUT ALOW5 FOR 112" 5HEATH. AT ALL EX-ERIOR EDGES AND 1 114" LVL RIM J015T
AT EXTERIOR EDGES PERPINDICULAR TO JOIST DIRECTION.
* TOP OF NEW T.J.I.'S ARE TO BE FLUSH UI -:H TOP OF EXISTING J5TS. (DROP NEW =OUNDATION AS REQ'D.)
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AS REQ'D. FOR NEW CONC
T.J.I.'S 0 16" O.C. SLAB THROUGH OPENING,
DRILL (2) 518" X 12" HOLES
IN EX57. FOOTING. GREASE
INSERT 1'," OF #4 X 24" SMOOTH
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CONCRETE WALLS DRAWN AS 6" THICK W14" BRICK LEDGE ON 16" X 6" CONT. FTG.
t APPLY POLYURETHANE SPRAY FOAM INSUL. TO ALL "*AGE5 AND FILL INSIDE OF H.S.S. THAT
PENETRATE HEATING ENVELOPE
BUILDING/GENERAL CONTRACTOR 15 SOLELY RE5PON51BLE FOR ALL CONSTRUCT'% MEETING
AND CONFORMING TO CURRENTLY ADOPTED IRC, STATE AND LOCAL BUILDING CODES.
BUILDINGIGENERAL CONTRACTOR 15 RESPONSIBLE FOR ALL CON5TRUCTION MEETING
AND CONFORMING TO THE 2009 IECC AND 2012 INDIANA RESIDENTIAL ENERGY CODES
AND CHOOSING THE METHOD AND MANNER OF DOING 50.
• LUMBER SIZE AND SPACING, AND ALL BEAM SIZES (IF LABELED) ARE FOR DESIGN INTENT ONLY.
ALL CONSTRUCTION MEMBER SIZING, SPACING AND CONNECTIONS SHALL BE DETERMINED BY A
QUALIFIED ENGINEER AND SHALL BE T- E 5U'LDER'5 RESPONSIBILITY.
' J015T LAYOUT ALOW5 FOR 112" 5HEATH. AT ALL EX-ERIOR EDGES AND 1 114" LVL RIM J015T
AT EXTERIOR EDGES PERPINDICULAR TO JOIST DIRECTION.
* TOP OF NEW T.J.I.'S ARE TO BE FLUSH UI -:H TOP OF EXISTING J5TS. (DROP NEW =OUNDATION AS REQ'D.)
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GOLDBERG DESI(,
custom llr)mf--
317.582.1-
40
17.582.1L40 1st STREH'
CARMEL, IN 4(
FAX 317.582.1
steve@goldbergdesigry
www. gold bergdesigng
AWARD WINNING HOME C.
DATE- 06-08-17
07-12-17
SAVE NAME: SCA
SHEET NUN