HomeMy WebLinkAbout59.192 - Drawing A4-7 Foundation Plan 4O
0
201_0 6' 0°
01
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S1
A5 /
12'-0"
- 10' DIA. 50NOTUBE5 (TYP.)
TO 28" BIGFOOT FOOTINGS
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S2
A5 F'
G'-0"
2�/0 \ 9
FOUNDATION NOTES:
1. CONCRETE WALLS / FOOTINGS TO BE OF 3,000 F51 MINIMUM COMP. STRENGTH @ 28 DAYS
2, 10" POURED CONCRETE WALL V!/ 2 #5 TOP AND BOTTOM BARS. REST FOUNDATION ON 20"
X 10" STRIP FCOTING. PROVIDE 2 @ #5 CONTINUOUS HORIZONTAL BARS AND KEYWAY IN STRIP
FOOTING. LAP TOP 5AR5 TO MAIN WALL BARS. PROVIDE TRANSITION REINFORCING W/ #5 BARS
SPACED @ 12" O.C. VERTICALLY. PROVIDE V5" X 12" ANCHOR BOLTS @ 4'-0" MAX.
3. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY MISSING, INCORRECT,
OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER BECOME
THE RESPONSIBILITY OF THE CONTRACTOR.
4. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS
co
/ O PROPOSED \ C 5. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS REQUIRED BY CODE (WINDOWS AND
5-4" C LINE OF MECHANICAL).
' DECK ABOV
p G. CONTRACTOR SHALL ENSURE THAT ALL
T- ----IN m FOUNDATION WALLS MAINTAIN 4'-0"
N I MINIMUM COVERAGE,
I F- - - - 20'-0" 4'-0"
NCW
5'-1 1 12" 0 1 I BULKHEAD I I ----- ---- -- ------ /
SIMPSON PHD 51MP5ON.FHD
I O 1 1 312 10
51MP NFI- -- -- --
— — — — — — — —� 212X10 L — — — �� J+ FNDTN. VENT FNDTN VENT =
.. + +: .. + > = PERIMETER SHELF O
+° +_____ _— J AT TOP OF WALL ° x I
I FNDTN. VENT I I FNDTN. VENT g LL TO RECEIVE FLOOR t
JOISTS - I WAL WAY
O I I P,EMO . F j X I. 30" (7-1/4" X 5") 1w-1 _ ABC"E
( 1.
Z X I'II — WALL J I P M 301,
PROPOSED ice- U < --ill'+-- U. o� �
c z
.4 1CRAWL o I �II o o x LL �L J
C 2x8 FLR JOISTS I . 2x8 FLR JOISTS I
1 B I HEAD vl @ 16" O.C. @ 16" O.C. I \\
Pl TOVED) w / \
11 �, Y' J pry' 30" 30" 2/2X6 WALL POST ) \ 2J2XG WALL. F05T
ALLY COLUMN 30" I
�—, ��OGT— — — — — EX15TING
GARAGE
OT
III 11I IL II < FROPOseo
#5 DQVI O EXISTING (( ;L,
EXISTING FOUNDATION III FULL (�/� z •l.n CRAWL
�+ SPACE
III I I III II ' Z I I I L /1,--�
I„ BASEf{/1E Tl'J,�Ul�I'at��i 'i'O Q u i 1 �; / \
cXa Ill V._�.=-; III N IX x I( - +�Y �z- DL)sT c0vtir,-.)- 1 0
O < I 2x8 P.T. JSTS. I _
III III II L-_ _ I
- -i - e @ 16" O.C. ( -
1I I III III Il,
00Ln
(3) 2X8
III - - -- --- -- — I WOOD X I
III X ' z v~ III III REMOVE I LANDING N
I F- O II III 111 _Lz3_ EXISTING— -- — I ABOVE I
Lu ' III III F rl I ° - PORCH
A w 5" III ALIGN FN. ABOVE I I 1 — 2/2X 10
30" 2 1-314 I�1 9-1 /4" LV LOOKS
�'�' r- O III ) 1— /4 '1 2/2X6 WALL POST I I— 2X110 S T
— (2) 1-3/4" X 9-114" LV 3 III O L I I I P 19'. O C� ALIGN WALL POST
I I I@ I
�r4-
- - - ® 2x8 FLR JOISTS I
30" REPLACE EXIST. WOOD GIRDER LA !4'-4 G
"WL (2) 1-3/4" X 9-114" iVL @ 16" O.C. 0 5/8" Dla. ANCHOR BOLTS
LALLY COLUM145 - EQUALQUAL I NII 22XG 38" TO SILL
(TYPICAL) O
i I LINE OF
EXISTING I I RAMP
CRAWL SPACE I I ABOVE 1
ailllll �I—:a.
t1p
w EKJ6'v' ;F� GMV _O I 7 ANCHOR80LT5:
> i Z — — — / 5/8" DIA. ANCHOR BOLTS @ 35" O.G.; —
• (n X I 12" FROM EVERY CORNER,
7" EMBEDMENT W/
u I I 1FLAT WASHERS
NEW 0„
#5 DOWELLS TO ( I '. NEW 10"
O" THICK POURED CONCRETE
EXISTING FOUNDATION— —FNDTN. VENT — — I I FOUNDATION WALL ON 1 0"x20"
— J `_!".4P50N PHD CONTINUOUS CONCRETE FOOTING
+ CORN`_R POST ANCHOR @ 4' MINIMUM BELOW GRADE
+ 2 #5 EARS @ TOP OF WALL/ TOP Or FOOTING
— — — — — — — (TYICAL)
qIL
ALIGN FINISH FLR. TO EXIST.
3/4" PLYWD. 5U5fLOOR.
TYPICAL FNDT .
DETAIL
1/2" = 1'-0"
(2)#5 BARS TOP AND BOTTOM
m DR P T P F WALL I8
I
ALIGN TO
1'05T5 10'-0"
S1 ABOVE 1 NOTE:
q5 IliI CONTRACTOR TO SITE VERIFY ALL EXISTING VS PROPOSED
PROPOSED 2 �r,,,,�;,'� jam
CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND
FOUNDATION PLAN A ��uNJ 12 -WC MAKE MODIFICATIONS AS NECESSARY TO PROVIDE
COMPLIANCE WITH DESIGN PARAMETERS AS ILLUSTRATED.
114" = 1'-0"
W� i'it�wr��
THESE PLANS ARE IN COMPLIANCE WITH THE MASSACHUSETTS STATE BUILDING CODE SEVENTH ADDITION / I 10 MPH WIND ZONE
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