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TYPICAL FRAME ROOF:_
SHINGLES AS SPECIFIED
1116" ROOFING SHEATHIN
2x12 RIDGEBOARD
2x6 RAFTERS * 16" o.c.
2X4 COLLAR TIES 9 48"
2X6 CEILG JOISTS 0 I6"
W/ 2x4 RIBBON TIE
1/2" DRYWALL TAPED t
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TYPICAL FRAME ROOF:_
SHINGLES AS SPECIFIED
1116" ROOFING SHEATHIN
2x12 RIDGEBOARD
2x6 RAFTERS * 16" o.c.
2X4 COLLAR TIES 9 48"
2X6 CEILG JOISTS 0 I6"
W/ 2x4 RIBBON TIE
1/2" DRYWALL TAPED t
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COMPOSITION SIDING
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Voi=idersaar
HOMES, pvc
lvtay 17, 2002 "CRAFTSMEN OF QUALITY CUSTOM HOMES"
City of Carmel Dept of Building code Enftwoement
REI Ealvoroon RMdence
Lot 2 Lynwood at Pluto CRek
Plan Review Connection List
ADDENDUM TO WALL SECTION
L. Table R0"Ox�.1,1(pou). M � walls will have 05 rcbu at 24" ac. for soil class -Sandy Clay" as per
2. En"Jor MaBon,y .walls shall have �
R703.7.5. 8 oIz first course Wduding all areas slating to Code
3. Extezior masoltry walls shag nave
3/16" located mediately above flame =r�to Code of'7 6" and miuimum siu of
SWIM Plumbing pew under the Upc pl-hbbo code.
Signed,
POW A. Vondoru
President
70 WEST WILEY STREET • P.O. BOX 830 • CICERO, INDIANA 46034 • (317) 984-7285 •
fAX (317) 984-9499
TYPICAL 2X4 BRICK EXTERIOR W
BRICK VENEER
1 GAUGE CORRUGATED
GALVANIZED METAL BRICK TIES
1/2" AIR SPACE
1/2" INSUL SHEATHING
2x4 STUDS 9 i6" o.c.
1/2" DRYWALL TAPED AND SANDED
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TYPICAL SILL ASSEMBLY:----�
1/2" DIA. X 18" ANCHOR BOLT * 48" <
12" MIN. FROM EA. CORNER
2x4 PRESSURE TREATED SILL PLATE
1/4" SILL GASKET
TYPICAL 8" BASEMENT WALL��
In" DRYWALL
W CONCRETE FOUNDATION WALL W/
3 I5 BAR RAN HORIZONTAL, SPACE
EQUALLY VERTICALLY
ASPHALT DAMPPROOFING
16" WIDE x 8" D
CONCRETE FOOTING c/W
2 - RUNS 05 REBAR
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TYPICAL SECTION
SCALE: 1/2" = 1'-0"
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TAPED AND SANDEC
Voi=idersaar
HOMES, pvc
lvtay 17, 2002 "CRAFTSMEN OF QUALITY CUSTOM HOMES"
City of Carmel Dept of Building code Enftwoement
REI Ealvoroon RMdence
Lot 2 Lynwood at Pluto CRek
Plan Review Connection List
ADDENDUM TO WALL SECTION
L. Table R0"Ox�.1,1(pou). M � walls will have 05 rcbu at 24" ac. for soil class -Sandy Clay" as per
2. En"Jor MaBon,y .walls shall have �
R703.7.5. 8 oIz first course Wduding all areas slating to Code
3. Extezior masoltry walls shag nave
3/16" located mediately above flame =r�to Code of'7 6" and miuimum siu of
SWIM Plumbing pew under the Upc pl-hbbo code.
Signed,
POW A. Vondoru
President
70 WEST WILEY STREET • P.O. BOX 830 • CICERO, INDIANA 46034 • (317) 984-7285 •
fAX (317) 984-9499
TYPICAL 2X4 BRICK EXTERIOR W
BRICK VENEER
1 GAUGE CORRUGATED
GALVANIZED METAL BRICK TIES
1/2" AIR SPACE
1/2" INSUL SHEATHING
2x4 STUDS 9 i6" o.c.
1/2" DRYWALL TAPED AND SANDED
C�Lnv�-r>✓ I'7 -(L
Gttl 014, 12-tCi12 w►4LL�
TYPICAL SILL ASSEMBLY:----�
1/2" DIA. X 18" ANCHOR BOLT * 48" <
12" MIN. FROM EA. CORNER
2x4 PRESSURE TREATED SILL PLATE
1/4" SILL GASKET
TYPICAL 8" BASEMENT WALL��
In" DRYWALL
W CONCRETE FOUNDATION WALL W/
3 I5 BAR RAN HORIZONTAL, SPACE
EQUALLY VERTICALLY
ASPHALT DAMPPROOFING
16" WIDE x 8" D
CONCRETE FOOTING c/W
2 - RUNS 05 REBAR
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