HomeMy WebLinkAboutFOUNDATION PLAN - 22-00609 - 1158 Stone Dr - New SFR4 0 '
2 7 '
1 3 '
2 3 '-5 1 /2 "
3 '-2 "
60'
37'23'
4 0 '
3 0 '
23'37'
3'-11"16'-2"3'-10"9'-2"3'-11"
PONY WALLS W/ STUDS
@16" O.C. OVER 16" X 8"
CONC. FOOTING
PROVIDE BREAKS IN PONY
WALLS & FOOTINGS TO ALLOW
FOR CRAWL SPACE ACCESS (TYP)
INTERIOR BEARING WALL
BLOCKING
2 X 4 PONY WALL
CRAWL SPACE
MOISTURE BARRIER
TO EXTEND MIN. 6"
UP STEM WALL AND
OVER INTERIOR FTG.
INTERIOR BEARING
WALL FOOTING
TYPICAL 2 X 6 EXTIOR WALL:
STUCCO OR SIDING PER MANUF. SPECS
MOISTURE BARRIER
1/2" SHEATHING
2 X 4 STUDS ALTERNATING @ 12" O.C.
R21 BATT INSULATION
6 MIL POLY VAPOR BARRIER
1/2" GYPSUM BOARD
2 X 6 SILL PLATE ON GASKET
FASTENED TO FOUNDATION WALL WITH
1/2" X 10" ANCHOR BOLT 6'-0" O.C. AND
4" MINIMUM / 12" MAXIMUM FROM ENDS OF
EACH SILL PLATE
6" CONCRETE WALL WITH
DAMP-PROOFING
BACKFILL
TYPICAL TJI FLOOR SYSTEM:
7/8" T&G PLYWOOD SUBFLOOR
9.5" TJI FLOOR JOISTS @ 24" O.C.
R-30 BATT INSULATION
CRAWL FOUNDATION DETAIL
9/16"
4" CONC. SLAB OVER
4" COMPACTED GRAVEL
6" CONCRETE WALL
CRAWL SPACE
TYPICAL 2 X 6 GARAGE/DWELLING WALL:
1/2" GYPSUM BOARD
2 X 6 STUDS @ 16" O.C.
R21 BATT INSULATION
6 MIL POLY VAPOR BARRIER
5/8" GYPSUM BOARD (GARAGE SIDE)
GARAGE/DWELLING FIRE SEPARATION DETAIL
SHEET:
SCALE:
LO
T
2
1
B
L
O
C
K
1
FO
U
N
D
E
R
S
S
Q
U
A
R
E
S
U
B
D
I
V
I
S
I
O
N
CO
N
T
A
C
T
:
J
A
C
O
B
L
E
W
I
S
2
0
8
-
3
5
3
-
5
4
1
3
DATE:
FOUNDATION PLAN
SCALE: 1/8" = 1'0"
FOUNDATION NOTES:
1.CONTRACTOR TO REVIEW DRAWINGS PRIOR TO BIDDING AND CONSTRUCTION.
ANY ERRORS AND OMISSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE
DRAFTER/DESIGNER FOR CORRECTION.
2.ALL CONCRETE SLABS (PORCHES, PATIOS AND WALKWAYS) TO CONSIST OF 4"
CONCRETE ON COMPACTED SAND/GRAVEL MIX (#4 REBAR OR WIRE MESH
RECOMMENDED).
3.VERIFY DESIGN OF PORCHES, PATIOS AND WALKWAYS PRIOR TO
CONSTRUCTION.
4.PROVIDE TJI BLOCKING BETWEEN JOISTS AT BEARING WALL LOC. SPAN PER
MGR. RECOMMENDATION.
5.DESIGNER IS NOT A LICENSED ENGINEER AND WILL CLAIM NO RESPONSIBILITY
FOR STRUCTURAL ITEMS -- ALL LOADING RELATED DESIGN SHOULD BE
VERIFIED WITH A LICENSED ENGINEER PRIOR TO CONSTRUCTION.
6.COORDINATE ANY NEWLY ESTABLISHED POINT LOADS (NOT DESIGNED FOR) AS
CREATED FROM THE FLOOR JOIST OR TRUSS PROVIDER WITH THE DESIGNER
PRIOR TO POURING FOUNDATION.
METHOD PFH
INTERMITTENT PORTAL FRAME
(Not to Scale)
MIN. 12 X 12 FOOTING
PORTAL FRAME PANEL WITH HOLD-DOWN CONSTRUCTION.
SEE PORTAL FRAME DETAIL FOR ASSEMBLY.
A2 A2 A2
8/16/2022
A2
1/4" = 1'
2