HomeMy WebLinkAboutWall DesignF40
FND WALL
1'-1 1/4" ICF
(T
Y
P
)
1'
-
8
"
F
T
G
(T
Y
P
)
1'
-
8
"
F
T
G
FOOTING DRAIN AT
BUILDING PERIMETER
FOOTING DRAIN AT
BUILDING PERIMETER.
EXTEND TO DAYLIGHT
WA
L
L
8"
F
N
D
N
[640']
[640']
[640']
[640']
[6
4
0
'
]
[640']
[640']
[XX]
CRAWLSPACE: 15 MIL
VAPOR BARRIER OVER 6"
PEA GRAVEL.
T/SLAB = XX'-X"
T/WALL @
OPNG = 642'-8"
[640']
T/WALL=650' (TYP)
T/WALL = 645'-4"
(TYP)
T/WALL = 645'-4" (TYP)
ICF WALL
TRANSITION
ICF WALL
TRANSITION
T/WALL = 650'
BEARING POCKET FOR SIMPSON
STRONG TIE TYP GLB5D BEAM
SEAT SUPPORTING (3) 16" LVL'S.
BEARING POCKET FOR
SIMPSON STRONG TIE
TYP GLB5D BEAM SEAT
SUPPORTING (3) 16" LVL'S.
BEARING POCKET FOR
SIMPSON STRONG TIE
TYP GLB5D BEAM SEAT
SUPPORTING (3) 16" LVL'S.
[6
4
0
'
]
T/WALL = 644'
4" SLAB OVER 6" COMPACTED
SLAB SUBBASE. REINFORCE
WITH 6x6-W4xW4 WWR.
T/SLAB = 643'-0"
[XX]
T/WALL = 645'-4" (TYP)
[XX]
T/WALL AT
CRAWLSPACE
ACCESS = -4'-0 3/4"
PROVIDE (2) ROWS #6 DOWELS @
12" O.C. GROUT 6" INTO ICF WALL.
TYPICAL @ EACH END OF WALL
TYPICAL ALL PSL BASE
CONNECTORS: SIMPSON
STRONG-TIE MODEL BC
POST BASE.
12
'
-
0
"
24'-0"16'-0"18'-0"
24'-0"11'-10"11'-6"10'-8"
4'
-
0
"
8'
-
0
"
64
'
-
0
"
8'
-
0
"
56
'
-
0
"
8'-2"4'-3 1/2"3'-10 1/2"6'-8 1/2"9'-7 1/2"
32'-8"
8'-4"8'-4"
16
'
-
6
3
/
4
"
12
'
-
0
"
8'-2"6'-9 1/2"6'-2 1/2"11'-6"11'-8"
9'
-
8
"
9'
-
8
"
F36
F40
F40
F40
F36
F24
[XX]F36 F36
F36
F30F26[XX]
F36
SLAB
F36
F36F24F24F24
F36 [XX][XX]
4'
-
0
"
40
'
-
0
"
[642'-4"]
[642'-4"]
[642'-4"]
[640']
[-3'-0"]
[-3'-0"]
[640'][640']
[640']
FT
G
(
T
Y
P
)
1'
-
8
"
C
O
N
C
13
5
.
0
0
°
135.00
°
FND WALL
8" CONC
FTG (TYP)
1'-8" CONC
[640']
[640']
[640']
[640']
[640']
[640']
T/WALL = 645'-4" (TYP)T/WALL= 650'10
'
-
0
"
30'-
0
"
10'-0"
12'-0"
T/WALL= 650'
T/WALL
= 645'-4"
T/WALL @ DR
OPNG = 650'
[640']
T/WALL = 644'T/WALL = 644'
T/WALL @
OPNG = 642'-8"
T/WALL = 644'-4"
(TYP)
T/WALL = 645'-4"
(TYP)
[6
4
0
'
]
[640'][640']
[6
4
0
'
]
BEARING POCKET FOR
SIMPSON STRONG TIE
TYP GLB5D BEAM SEAT
SUPPORTING (3) 16" LVL'S.
[XX]
FOUNDATION SYMBOLS KEY:
INDICATES LOCATION OF CONTRACTION JOINTS.
SEE TYPICAL SLAB DETAIL.
INDICATES FOUNDATION WALL STRIP FOOTING
INDICATES SPREAD FOOTING & CONCRETE PIER.
INDICATES TYP CONC FND WALL
INDICATES TYP SHELF IN CONCRETE
FOUNDATION WALL
PX
FX
[XXX'-XX"]
(XXX'-X")
INDICATES PIER TYPE.
INDICATES TOP OF PIER ELEVATION.
INDICATES SPREAD FOOTING TYPE.
INDICATES TOP OF SPREAD FOOTING ELELVATION.
[+/-0'-0"]
INDICATES TOP/FTG ELEVATION FROM DATUM.
[-3'
-0"
]
[-4'
-0"
]
TOP/FTG ELEVATOIN (HIGH SIDE)
TOP/FTG ELEVATION (LOW SIDE)
INDICATES ELEVATION
CJ
INDICATES GRADE ELEVATIONXXXX.XX'
ALLOWABLE SOIL BEARING PRESSURE (PSF)
CONCRETE COMPRESSIVE STRENGTH (PSI)
REINFORCEMENT YIELD STRENGTH (GRADE 60) (KSI)
2000
3000
60
FOOTING
MARK
F26 2'-2" X 2'-2" X 10"
FOOTING SIZE
LEGTH X WIDTH
X DEPTH
REINFORCING
BOTTOM
SHORT
TOP
LONG
(3) #4 (3) #4
SHORT LONG
N/A N/A
FOOTING SCHEDULE
F30 2'-6" X 2'-6" X 10"(3) #4 (3) #4
F24 2'-0" X 2'-0" X 10"(3) #4 (3) #4 N/A N/A
F40 3'-4" X 3'-4" X 10"(4) #4 (4) #4
F36 3'-0" X 3'-0" X 10"(4) #4 (4) #4
N/A N/A
N/A N/A
N/A N/A
DATE:
PROJECT:
OTHER:
DRAWN BY:
A
B
C
D
E
F
G
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
213 East Seneca Street
Ithaca, New York 14850
www.ElwynPalmer.com
607.272.5060
Elwyn Palmer&
CONSULTING ENGINEERS, PLLC
"Unauthorized Alteration or
Addition To Plans Bearing a
Licensed Engineer's or
Architect's Seal is a Violation
of Section 7209 of the New
York State Education Law."
S100
FOUNDATION
PLAN
2021.10.20
2019002
Author
21
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3/16" = 1'-0"1 FOUNDATION PLAN
1. DATUM ELEVATION (0") AT FIRST FLOOR EQUALS SITE ELEVATION (XXX').
2. ELEVATIONS NOTED ARE WITH RESPECT TO DATUM ELEVATION.
3. TOP OF PIER ELEVATION = (-8") (@ STEEL COLUMNS) TYPICAL UNLESS NOTED OTHERWISE AS (+X'-XX")
4. TOP OF FOOTING ELEVATION = AS SHOWN ON DRAWINGS AS [-X'-XX"]
5. Px INDICATES PIER TYPE. SEE S301 FOR PIER PLAN DETAILS.
6. SEE S300 FOR TYPICAL SLAB DETAILS.
7. SEE S500 FOR COLUMN SCHEDULE.
8. SEE S300 FOR PIER PLAN DETAILS.
9. SEE S300 FOR BASE PLATE DETAILS.
10. SEE S001 FOR CONCRETE AND MASONRY REINFORCING LAP SCHEDULES.
11. PROVIDE (2) #4 x4'-0" LONG DIAGONAL AT SLAB REENTRANT CORNERS.
12. REFERENCE S500 FOR SHEARWALL SCHEDULE AND DETAILS.