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5-4"
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JOISTS
2'+/- CONT. COCK.
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FN DTII VENT
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/ N
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121-011
10' DIA. SONOTUBE5 (TYP.)
TO 28" BIGFOOT FOOTINGS
212X10
G' -O"
PROPOSED - \
UNF OF
DECK ABOVC
G'-0"® G' -O"
SIMPSON F"D SIMPSON PHD ----
F FNDTN. VENT
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REPLACE FXI5T. WOOD GIRDER
W/ (2) 1-314" X 9-1/4" LVL
LALLY COLUM115 _
(TYPICAL) O '
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III N III
III N III
III III
III III
15" 111
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30 III
/7 �30' 1111x1
1 �/J
EQUAL
2x8 FLR JOISTS 1
@ 16" O.C.
LALLY COLUMN Ir
ON FOOTING
Q III
III
III
III
N N III
M N III
ALIGN FIN.
III FLOORS
7�21-314
) ' 9-114" LVL
— —
W30'
EXISTING
CRAWL SPACE
EQUAL
#5 DCWELL5 TO
EXISTING FOUNDATION
O
DROP TOP OF WALL 18"
ALIGN TO
POSTS
ABO'✓E
PROPOSED
FOUNDATION PLAN
1/4" = 1'-0"
FNDTN. VENT
+
PERIMETER SHELF
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= ==
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SPACE 1
+/
-
JOISTS
2'+/- CONT. COCK.
(7-1/4'X5")
FNDTN. VENT
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/ N
/ N
121-011
10' DIA. SONOTUBE5 (TYP.)
TO 28" BIGFOOT FOOTINGS
212X10
G' -O"
PROPOSED - \
UNF OF
DECK ABOVC
G'-0"® G' -O"
SIMPSON F"D SIMPSON PHD ----
F FNDTN. VENT
J
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v D
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LL
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1
REMOVE > 30pr'
6h/ALL30
U) S M �
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rn -
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REPLACE FXI5T. WOOD GIRDER
W/ (2) 1-314" X 9-1/4" LVL
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(TYPICAL) O '
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F-
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W
III N III
III N III
III III
III III
15" 111
I I
30 III
/7 �30' 1111x1
1 �/J
EQUAL
2x8 FLR JOISTS 1
@ 16" O.C.
LALLY COLUMN Ir
ON FOOTING
Q III
III
III
III
N N III
M N III
ALIGN FIN.
III FLOORS
7�21-314
) ' 9-114" LVL
— —
W30'
EXISTING
CRAWL SPACE
EQUAL
#5 DCWELL5 TO
EXISTING FOUNDATION
O
DROP TOP OF WALL 18"
ALIGN TO
POSTS
ABO'✓E
PROPOSED
FOUNDATION PLAN
1/4" = 1'-0"
FNDTN. VENT
PROPOSED
PERIMETER SHELF
—i
AT TOP OF WALL
SPACE 1
TO RECEIVE FLOOR
-
JOISTS
2'+/- CONT. COCK.
(7-1/4'X5")
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EXISTING
GARAGE
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2x8 FLR JOISTS
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@ 16" O.C.
30 2/2X6 WALL POST
7Z 30"
- - - - L J
212XG WALL POST
2x8 FLR JOISTS .
@ 16" O.C. I
I
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I
I
1
I
I
FNDTN. VENT
4'_0"
FOUNDATION NOTES:
1. CONCRETE WALLS / FOOTINGS TO BE OF 3,000 PSI MINIMUM COMP. STRENGTH @ 28 DAYS.
2. 10" POURED CONCRETE WALL W/ 2 #5 TOP AND BOTTOM BARS. REST FOUNDATION ON 20"
X 10" STRIP FOOTING. PROVIDE 2 @ #5 CONTINUOUS HORIZONTAL BARS AND KEW/AY IN STRIP
FOOTING. LAP TOP BAR5 TO MAIN WALL BARS. PROVIDE TRANSITION REINFORCING W/ #5 BARS
SPACED @ 12" O.C. VERTICALLY. PROVIDE Y/g' 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
O THE RE5PO1d5161LITY Of THE CONTRACTOR.
9 4. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS.
5. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS REQUIRED BY CODE (WINDO'JCIS AND
MECHANICAL).
G.
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I 19 � II
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WAL WAY N
ABOWE
I 1
I 1
I 1
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2x8 P.T. JSTS��
@ 16" O.C.
I I
I �I
IVOCD N I
LANDING N
ABOVE
I -2,+2X10 -Lr--_
^F— -T- r--
P. X00IST
0 C�
1 4'-4"
1 0 1
I NII
LINE CP
P m-
ABOVE
CONTRACTOR SHALL ENSURE THAT ALL
OUNDATION WALLS MAINTAIN 4'-0"
NIMUM COVERAGE.
PROPOSED
i
CRAWL 1
o
SPACE 1
9 �_
ABOVE
U
T)
2'+/- CONT. COCK.
oDUST
COVER (PYP.)
- -I
p0
- (3)2X8
- - - - L J
212XG WALL POST
2x8 FLR JOISTS .
@ 16" O.C. I
I
I
I
I
1
I
I
FNDTN. VENT
4'_0"
FOUNDATION NOTES:
1. CONCRETE WALLS / FOOTINGS TO BE OF 3,000 PSI MINIMUM COMP. STRENGTH @ 28 DAYS.
2. 10" POURED CONCRETE WALL W/ 2 #5 TOP AND BOTTOM BARS. REST FOUNDATION ON 20"
X 10" STRIP FOOTING. PROVIDE 2 @ #5 CONTINUOUS HORIZONTAL BARS AND KEW/AY IN STRIP
FOOTING. LAP TOP BAR5 TO MAIN WALL BARS. PROVIDE TRANSITION REINFORCING W/ #5 BARS
SPACED @ 12" O.C. VERTICALLY. PROVIDE Y/g' 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
O THE RE5PO1d5161LITY Of THE CONTRACTOR.
9 4. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS.
5. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS REQUIRED BY CODE (WINDO'JCIS AND
MECHANICAL).
G.
F
MI
_ I
JI
I
I 19 � II
NI
WAL WAY N
ABOWE
I 1
I 1
I 1
I �
I /
I N I I
2x8 P.T. JSTS��
@ 16" O.C.
I I
I �I
IVOCD N I
LANDING N
ABOVE
I -2,+2X10 -Lr--_
^F— -T- r--
P. X00IST
0 C�
1 4'-4"
1 0 1
I NII
LINE CP
P m-
ABOVE
CONTRACTOR SHALL ENSURE THAT ALL
OUNDATION WALLS MAINTAIN 4'-0"
NIMUM COVERAGE.
REMOVE
-
EXISTING _
o
PORCHI
N
ABOVE
- - - - L J
212XG WALL POST
2x8 FLR JOISTS .
@ 16" O.C. I
I
I
I
I
1
I
I
FNDTN. VENT
4'_0"
FOUNDATION NOTES:
1. CONCRETE WALLS / FOOTINGS TO BE OF 3,000 PSI MINIMUM COMP. STRENGTH @ 28 DAYS.
2. 10" POURED CONCRETE WALL W/ 2 #5 TOP AND BOTTOM BARS. REST FOUNDATION ON 20"
X 10" STRIP FOOTING. PROVIDE 2 @ #5 CONTINUOUS HORIZONTAL BARS AND KEW/AY IN STRIP
FOOTING. LAP TOP BAR5 TO MAIN WALL BARS. PROVIDE TRANSITION REINFORCING W/ #5 BARS
SPACED @ 12" O.C. VERTICALLY. PROVIDE Y/g' 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
O THE RE5PO1d5161LITY Of THE CONTRACTOR.
9 4. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS.
5. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS REQUIRED BY CODE (WINDO'JCIS AND
MECHANICAL).
G.
F
MI
_ I
JI
I
I 19 � II
NI
WAL WAY N
ABOWE
I 1
I 1
I 1
I �
I /
I N I I
2x8 P.T. JSTS��
@ 16" O.C.
I I
I �I
IVOCD N I
LANDING N
ABOVE
I -2,+2X10 -Lr--_
^F— -T- r--
P. X00IST
0 C�
1 4'-4"
1 0 1
I NII
LINE CP
P m-
ABOVE
CONTRACTOR SHALL ENSURE THAT ALL
OUNDATION WALLS MAINTAIN 4'-0"
NIMUM COVERAGE.
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2/2X6 'J/ALL P05T
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EXISTING
GARAGE
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2/2X6 WALL POST
Al InKl
4-
5/8" DIA. ANCHOR BOLTS
@ 38' O.C.
2XG P.T. SILL
r
ANCHOR BOLTS:
L — — — �� .% / 5/8' DIA. ANCHOR BOLT5 @ 38" C.C. T-
1 2" FROM EVERY CORNER,
7'' EMBEDMENT W
3X3X1/4'FLAT WASHERS
NEW I 0'T POURED CONCRETE
FOUNDATION WALL ON I O'x2O'
SIMPSON Pi ID CONTINUOUS CONCRETE FOCTING
CCRfIEP P05T ANCHOR @ 4 MINIMUM BELOW GRADE
2 #5 BARS @ TOP OF WALL/TOP OF FOOTING
(TYICA.L)
ALIGN FINISH ELF. TO EXIST.
3/4' PLYWD. SUBFLOOK
TYPICAL FNDTN.
DETAIL
1/2" = 1'-0"
(2),45 BARS TOP AND BOTTOM, TYP.
NOTE:
CONTRACTOR TO SITE VERIFY ALL EXISTING VS PROPOSED
CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND
MAKE MODIFICATIONS AS NECESSARY TO PROVIDE
COMPLIANCE WITH DESIGN PARAMETERS AS ILLUSTRATED.
THESE PLANS ARE IN COMPLIANCE WITH THE MASSACHUSETTS STATE BUILDING CODE SEVENTH ADDITION / I 10 MPH WIND ZONE
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DATE: 04/12/2011
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DRAWING #:
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DATE: 04/12/2011
SCALE: AS NOTED
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