Foundation Plans46'-0"
0
I
24'-0" 91-01,
12'-0"
---------------------------------------------------
1 '
-------------------------------------------------------------------------------
I
12 1'' D EP CONTRACTION JOINT 1
CUT W/E EARLY ENTRY SAW, TYP. 1
1 1 A.0.1
1 1
1 1
I ; I
GARAGE SLAB
5' SLAB ON 10
MIL POLY VAPOR RETARDER I
I 1 I 1
1 1 9
A.O. .. 1
PITCH 1/8 PER FOOT
TOWARDS DOORS I
BACKFILL W/ CLEAN
COMPACTED FILL 1
; I I
:o GARAGE & OTHER FILLED FOUNDATIONS:
I 1 10" W/2®#5 TOP & BOTTOM BAR. 1
M REST FOUNDATION ON 20"X10" STRIP FOOTING.
PROVIDE 2®#5 HORIZ. BARS CONT. IN STRIP ;
FOOTING W/ KEYWAY. ,LAP TOP #5 BARS TO
MAIN WALL BARS. PROVIDE TRANSITION 1
1 REINFORCING W/#5 HORIZ. BARS SPACED 1
VERT. ® 12" O.C. PROVIDE 5/8"X16" ANCHOR
BOLTS ® 32" O.C. MAX. 1 ;
1 . 1
DROP TOP! OF WALL
j 12" AT DOOR OPENINGS
A PROVIDE 12" SLAB FOOTING FOR 1 A BRICK STEP., INCLUDE #4 1
A.4 ; REBARS ® 12" O.C. TO TIE A.4
1 IN TO FOUNDATION.
I ;
I ,
PROVIDE #5 REBARS ® I
I 12 O.C. VERT IN MAIN
FOUNDATION WALLS TO TIE ;
1 I IN TO FROST WALLS. TYP. ;
I CONNECTION WHERE POUR
1 IS NOT CONTINUOUS. 1
1 1
P
- `----------- ------------------------------------------------------- ,t
---------' 2-10 1/2" 1 PROVIDE #5 REBARS
12" O.C. VERT IN MAIN
- LAY OUT FRAMING FOUNDATION WALLS TO TIE
r______ _______ _: THIS SIDE OF WALL IN TO FROST WALLS. TYP.
B ' P 1 S CONNECTION WHERE POUR
A.4 ---- 1 A 4 IS NOT CONTINUOUS.
I 14-2 1 2' ;
I C
; D
1 1 1 I I I I I I , I
I , I I 1 ' ' .4
1 , , 1 1 1 I I . 4
I_____r
1 5'-0"
I
I r __ i I 1 I __ I 1 I i I
I , 1 I I 1 y -4 4- I 1 I
1 , I I I I 1 I I I I 1
_L , I ,
BP I 1 1
I I 1 I 1 I 1 i BP I
----------------- I 1 U P
0 ,
1 I 1 I
2 g -2 - - ---- g'-2" SUMP I 1 '
I
f-
T-tl-
------------
----------- °' ---------------------------------------00
10'-10" 10'-8" ;- - - - ---; 10'-10" 1 1
1;�PiL---------- ---- -- - - ----- CONTRACTOSHALLMAINTAIN 48" MINIMUM 1 1
PE 1 1 FOOTING COVERAGE
00 1 8" WALL. DROP sD 1
1 1 TOP OF WALL TO ^ ASH 1 PORCH WALLS ARE 8"
N I WITHIN 6" of UNFINISHED BASEMENT, PIT
1 FINISHED GRADE 4 SLAB ON 10 I ADJUST TOP OF WALL 1 1
MIL POLY VAPOR RETARDER 1 1 TO ALIGN PORCH FLOOR 1 1
!_ __________________________ EXTEND FOOTING 12" W/ GREAT ROOM FLOOR I
7'-0" 1 1 BEYOND F.P. DIMS. 1 1
36" DIAM. CORRUGATED 1 1 1
GALVANIZED STEEL
AREAWAY W/ GRAVEL ----------------------------------7 1
00
BED, TYPICAL. I i - -; ---- �—
PROVIDE 12" SLAB FOOTING FOR `r 1 +--` --------- --------------- -------- -'
1 I BRICK STEP. INCLUDE #4 00
a 1 3 REBARS ® 12" O.C. TO TIE I 1
0. IN TO FOUNDATION.
1C-,llllI D
A.4 A.4,
34'-0„ 12'-0"
46'-0"
FOUNDATION PLAN
CONTRACTOR SHALL ENSURE THAT FIREPLACE/CHIMNEY CONSTRUCTION COMPLIES W/ ALL
LOCAL, STATE, AND NATIONAL FIRE AND SAFETY CODES.
@ PHOTOVOLTAIC SMOKE DETECTOR
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archr ®t
fife, wdfglkt e<
architects interior designers builders
299 WHITE'S PATH
SOUTH YARMOUTH,
MASSACHUSETTS, 02664
tel (508) 362 - 8883
(5081760 - 2800
fax (508) 760 - 5800
WWW.ERTARCHITECTS.COM
RESIDENCE
FOR:
JEFF
MOE
STEWART
33 & 37
RAILROAD
AVENUE
YARMOMIMPORT.
PROJECT # 381021
0c
2021 ERT ARCHITECTS, INC. THE DRAWINGS AND
ALL OF THE IDEAS, ARRANGEMENTS, DESIGNS, AND
PLANS INDICATED THEREON OR REPRESENTED
THEREBY, ARE OWNED BY AND REMAIN THE PROPERTY
OF ERT ARCHITECTS, INC. NO PART THEREOF SHALL
BE UTILIZED BY ANY PERSON, FIRM, OR CORPORATION
FOR ANY PURPOSE, EXCEPT WITH SPECIFIC WRITTEN
PERMISSION OF THE FIRM ERT ARCHITECTS, INC.
THESE PLANS ARE NOT TO BE USED
FOR PERMITTING OR CONSTRUCTION
PURPOSES UNLESS STAMPED & SIGNED
WITH AN ORIGINAL ARCHITECT'S
STAMP AND SIGNATURE & MARKED
AS "PERMIT SET' OR "CONSTRUCTION SET'.
REGISTRATION
REVISIONS
DATE: REVISIONS:
ISSUED FOR: ZBA
DATE: 02.24.2022
�7
PROJECT TRUE
SCALE: 1 /4"=V-0"
0 1 2 4 8
UNLESS OTHERWISE NOTED.
SHEET NO.
A.O
TOTAL NUMBER OF SHEETS
IN SET:
11
THIS SHEET INVALID
UNLESS ACCOMPANIED BY
A COMPLETE SET OF
WORKING DRAWINGS