HomeMy WebLinkAbout205 Old Main Street Foundation Plan 3I" RIGID INSUL
JOINT FILLER —
4" CONC. SLAB OVER
WITH W10x10 W.W.M. OVER
6 MIL POLY VAPOR BARRIER
OVER 6" COMPACTED GRAVEL
w/2" RIGID INSUL 4'-0" IN
HORIZ. FROM EXT. FND. WALL
2" RIGID INSUL 4-0" VERTICAL
10" CONIC.
FOUNDATION WALL w/
2-#5 TOP E BOT.
OVER 24"x12" DEEP
KEYED CONC. FOOTING
®e1G�
3/8" UNDERLAYMENT OVER
5/6" TBG PLYWD SUIEFLOOR
GLUED E NAILED OVER
12" TRUSSES AT 16" O.C.
6" (Riq) FIBERGLASS BATT -
INSULATION
W.G. SHINGLES 5" EXPOSURE
TYVEK HOUSEWRAP 2x BLOCKING
5/8" CDX PLYWOOD BETWEEN
2x6 STUDS ® 16" O G TRUSSES
5 1/2" R1cI UNFACED FIBERGLASS
BATT INSULATION
1/2" BLUE BOARD
Lu/ VEN. PLASTER (SMOOTH)
DBL. P.T. 2x6 PL.
w/2 -LAYERS OF 1/2" P.T.
PLYWOOD BETWEEN
SILL INSUL. w/1/2" DIA.
8" MIN. GALV. 'J' BOLTS a 6'-0" O.G.
SIDING TO GRADE
4"
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BIT. DAMPPROOFING
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SLAB @ FOUNDATION WALL
SCALEW1 = 1'-0"
W.G. SHINGLES 5" EXPOSURE
TYVEK HOUSEWRAP
5/8" COX PLYWOOD
2x6 STUDS 0 16" O.C.
5 1/2" Riq UNFACED FIBERGLASS
BATT INSULATION
1/2" BLUE BOARD
Lu/ V£N. PLASTER (SMOOTH)
DBL. P.T. 2x6 PL.
w/2 -LAYERS OF 1/2" P.T.
PLYWOOD BETWEEN I M
SILL INSUL. w/1/2" DIA.
GALV. 'J' BOLTS 0 V-0" O.G.
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GALV. 'J' BOLTS 0 6'-0" O.C.
4" CONC. SLAB w/
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6 MIL POLY VAPOR BARRIER TOP E BOT.
2x4 STUD WALL
4" CONC. SLAB OVER
WITH WIOx10 W.W.M. OVER
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B -4
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4" CONC. SLAB ON
COMPACTED GRAVEL
w/12" THICKENED EDGE
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OVER
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1" RIGID INSUL I I I I 8l -611 —
61I JOINT FILLER
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2" RIGID INSUL 4'-0"
a VERTICAL I I TYPICAL
-
FULL BASEMENT I
alOu I CONSTRUCTION I I
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4" CONC. SLAB ON
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4" CONC. SLAB w/
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AB ON
6 MIL POLY VAPOR BARRIER TOP E BOT.
I
W10x10 W.W.M. O I (
COMPACTED GRAVEL
OVER
OVER 6" COMPACTED GRAVEL OVER 24"x12" DEEP (
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21-D°
2
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FLOOR FRAMING
B AT SLAB
A2 SCALE:1"=1'-0"
C1/01-8°
'-411 JI' -411 a'--oj1
— — — I I 4" CONC. SLAB ON
COMPACTED GRAVEL
w/THICKENED EDGE
2x BLOCKING = DROP WALL 8"
BETWEEN
TRUSSES FOR ,BI LCO SIZE 'C' - - -
A7 BULlKHEAD I I r
3/8" UNDERLAYMENT OVER _
5/8" TEG PLYWD SUSFLOOR
GLUED E NAILED OVER
12" TRUSSES AT 16' O.C. 1
6" (R1q) FIBERGLASS BATT INSULATION UP
'
CN�' � I � I - 011 II �j I
it(
P.T. 2x4 PL.
411
3 1/2" CONC. SLAB OVER
6 MIL POLY VAPOR BARRIER
OVER 6" COMPACTED GRAVEL
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FLOOR FRAME @ FOUNDATION WALL
SCALER" = 1'-0"
SCALE:1/4" = 1'-0"
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ANDERSEN 2817
BASEMENT WDW
2'-8 5/8"x1'7 1/4" R.O.
2 3 I
A2 ( A2 I (
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FULL BASEMENT
to A7 I B 1/2" CONC. SLAB OVER
6 MIL POLY VAPOR BARRIER
OVER 6" COMPACTED GRAVEL
ANDERSEN 2817 I 10"x7'-10" CONC. WALL
BASEMENT NDN w/2-#5 TOP $ BOT.
2'-8 5/8"x1'7 11411 R.O ON 20"x10" GONG. FTG.
w/2"x4" CONT. KEY
I 151-rou I �1
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151-011 1 161-611
TYPICAL
CONSTRUCTION
TYPICAL
CONSTRUCTION
CONTINUOUS
DBL. 2x6 P.T. SILL PLATE/SILL INSUL.
w/1/2" DIA GALV. A.B. @ 6'-0" O.C. MAX
24"XI2 " DEEP CONTINUOUS
CONC. FOOTING
CONTINUOUS
121-411
10" CONC. WALL
w/2-#5 TOP t BOT.
ON 24"x12" DEEP
KEYED CONC. FTG.
w/2" RIGID INSUL.
j VERT. ON INSIDE WALL -
1
II
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1 1211 O.C.
II
15 -8 I I • 6" CONIC. SLAB ON
COMPACTED GRAVEL
Lu/8"x4'-0` DEEP
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CONIC WALL ON
L- -------------- -J I 16"x1011 CONC. FTG.
— — — — — — —
111_411
#4 VERT.
72'-B° O.A. @ 1211 ®.c.
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Se&VT 2002
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