HomeMy WebLinkAboutA1.1-FOUNDATION-PLAN-Rev.0FOUNDATION PLAN NOTES
I. COORDINATE SLAB CONSTRUCTION JOINTS
AND CONTROL JOINTS WITH LOAD BEARING
LOCATIONS.
MA50NARY
I" AIR SPACE
G
O i O
FOUNDATION PLAN
KEYED NOTES
I. 0" X 2a" CONCRETE GRADE BEAM -
TYPIGAL
2. 12" GMU FOUNDATION HALL - TYPICAL
3. 30" X 30" X a" THICKEN SLAB IS GOLUMN
BEARING - HITH 3 #5 BARS EACH HAY
TYPICAL.
4. EXTERIOR FOUNDATION HALLS TO EXTEND
DOHN 56" BELOW FINISH GRADE WITH 2"
RIGID INSULATION.
5. 4" CONCRETE SLAB HITH FIBER MESH
OVER VAPOR BARRIER AND 4" PEA GRAVEL.
THICKEN SLABS AT PERIMETER.
6. THICKEN SLAB AT LOAD BEARING HALL,
50" H X 12N DEEP HITH (3) #5 BAR5
CONTINUOUS.
7. THICKEN SLAB AT LOAD BEARING HALL,
Ia"HIDE X 12" DEEP WITH (2) #5 BARS.
T/I6" SHEATH AND
BUILDING WRAP
2 X (2 FRAMED HALL
TREATED HOOD
PLATE
12" OMU HITH GROUT FILLED GORES.
2" RIGID INSULATION
6" POURED CONGRETE SLAB HITH
THICKENED PERIMETER.
3 #5 BARS CONTINUOUS AT TOP AND
BOTTOM.
#4 BAR VERTICAL AT 24" O.G.
15" X 25" MIN CONCRETE GRADE BEAM
I-AI.I SECTION
T)'FIGAL FOUNDATION SECTION
5GALE:1"=l'-0"
4' CONCRETE SLAB
C7
2-AI.I SECTION
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Camel
�_ n
DATE: 03/27/19
500 X 12" THICKEN SLAB
WITH 0) #5 BARS
4" CONCRETE SLAB
0
3-AI.I SECTION
0
la" X 1V THICKEN SLAB
HITH (2) #5 BARS
FOUNDATION PLAN
a
PLAN NORTH
f�wPPdJAL FOFt COM3TFIILTION
,=0 .m ma.,�wwa,.
M� : ,
RmTwatwil�� hie,
w v�ae
yY" 4%111
0
�pQpr?EGIH OER
OAP:
*� 8701e6 *3
STATE OF j
cs�ti
O
U_1
O
>
ck
6
N
O
i
-
L
Eo
u� O
r
LU
m
O
AS
L
V
Z
Z
0—
O
u
za
F-
tl Z
O
p
-1w
L
O
E-0
u
LLLid
(Y
W
pT
zCD
SHEET NUMBER
A"
oF5HEET5