HomeMy WebLinkAboutS001 - 525WMbC
22'_T
I
21' - 2"
I
N
wl
I
I
20 SLOPE TO
DOOR
DOOR
DROP T.O.W. AT DOOR
GARAGE FORA44CURBISTEP
0
4"GONG. SLAB OVER
4"MIN. GRANULAR FILL
VA
+
36"X36"XI2" CONIC.
PAD FOOTING
m
_
9'-0"
T-0" 9'-2"
I
74'-0"
67'-0" 4'-8" 2'-4"
45'-0"
14' - 5 114" T - 8" 17' -10 3/4" 3' 8' 5' 4"
DROP T.O.W. DROP T.O.W.
ROCKWELL ROCKWELL
RETAINING RETAINING
AREA DRAIN AREADRAIN
_ I_
15' - 5 1/2"
IF
o o
10" 43' - Is 1 8"
IW-51/4"
a L
(FLOOR OUTLET J I
I I I
.; 6'-51/4" 3'-DIP 3'-]1/2" 3'-0" 1'-21/2" 3'-0" .0 6'-71/2" 3'-0" 18'-31/4" "
ml
36'X36"XI 2' CONIC. PAD <
— — _ F- _ r _ FOOTING '.
--------; —
"f r-Z n L_—J /L_—J L_— 18.2-4"
_
10" 11X8
-UNDERSLAB
3-53/4' 1 I4I 36"X36"XIZ"CONC.PAD BASEMENT Q FOOTING —
5P' 6" Q
FOOTING 4' CONIC, SLAB OVER
6 MIL. VAPOR BARRIER 18'-21/2"
I ° 0 ER4"MIN.GRANUURFIL-
y, 31
FLOOR DRAIN FOR
�- CONDENSATE ro 3'-2' 1'-0"- L
LL
\��FLOOR OUTLET 29' - 3" C
SUB
G
aaaaa RECESSED40 Ll
-` CONDUIT r/
10" L J 151_2• 17._6" as 101-100 V
13'-101/4" 3'-0' 12'-8' as 4'-51/2' 3 T-
a e SUM •
.
L + I�
- . .. -
12
14'-1" 5'-3" 2'-8" i e ' PORC >. N
c 4' CONIC SUB 01°O
0' DROP T.O.W.
a
15'-4"
8"
— N
—
ry
•4'
MIN. GMNULAF
's
PORCH
36'X36'X12' GONG PAD
�.
4 3
3'-0'R.O.
3'-]"
y
FOOTING
4. CONIC. SUB OVER
4" MIN. GRANULAR FILL
<A�o
8"
10'-2"
8"
4'-0"
o
o0
12'-0"
3' p, 5' - 4" 3' - p„
c
171
.I
L
w
••
�N
8"
0
17 6
10'
8'THICKENED SUB
Q
BELOW FIREPLACE
4'-0"
11'- 0' DROP T.O.W. INSIDE WELL
AREA DRAIN
25' - 4"
12' - 0"
TIMBER RETAINING AS
REQUIRED
37'-4•
19'-O"
74'-0"
FOUNDATION PLAN
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Camel
DATE: 07/24/20
10, - 8"
7_0'
GENERAL NOTES:
1. REFER TO COVER PAGE FOR SPANISH TRANSLATIONS=REFERIRSEAtA PORTADA DE IAS TRADUCCKINES AL ESPAAOL.
319 DECKING �
SEE FLOOR
FRAMING PLAN FOR
JOIST LAYOUT
TYPICAL FOUNDATION WALL:
'POURED CONCRETE WALL (SEE
m PLAN FOR DIM.(
F- `SILL ANCHOR BOLTS ® 6'-0" O.C.
16 VERTICAL REINF. @ 5" FROM
SOIL SIDE OF WALL. SPACING PER
CODE.
'16" X 8" CONCRETE FOOTING
'N3 HORIZ. STEEL WALL
REINFORCING
'LOOP WIRE REINFORCING —
4" CONCRETE SLAB ON GRADE W/ 6
MIL, VAPOR BARRIER
4" MIN. GRANULAR FILL
0 0
< 4"DRAIN TILE
BRICKVENEER
TIE
METSHEATHING
SHEATHING
BATT INSULATION
JM
THROUGH WALL FLASHING
El
WATERPROOFING
F o
�i GRANULAR FILL TO IZ'ABOVE
w ;. • - TOP OF FOOTING.
GRADE
3 •; / ITT
o
LOWER
LEVEL
n TYPICAL FOUNDATION WALL AT HOUSE
BEARING WALL. SEE FRAMING
PLAN.
TREATED SILL PLATE.
4" CONCRETE SLAB ON GRADE
4" MIN. GRANULAR FILL ON 6 MILVISQUEEN
VAPOR BARRIER
SEE FOUNDATION PLAN FOR
WIDTH —III UNDER SLAB FOOTING
DIMENSIONS
TYPICAL UNDER SLAB FOOTING
31I2' DR. ADJUSTABLE STEEL
COLUMN
METAL ANCHOR PLATE
4' CONCRETE SUB ON GRADE
4" MIN. GRANULAR FILL ON 6 MILVSQUEEN
VAPOR BARRIER
SEE FOUNDATION PLAN FOR
PADDIMENSIONS
TYPICAL FOUNDATION AT COLUMN
APPROVED
By Andrew Lund at 9:26 am, Jun 01, 2020