HomeMy WebLinkAbout59.192 - Drawing A4-7 Foundation Plan 220'-0"
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#5 DOWELLS TO III EXISTING I III
EXISTING FOUNDATION III FULL I III
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BASEME14T III
N III vERIFY III N
N. II JII III
III III
III X I z III
FOUNDATION NOTES:
I . C014CRETE WALLS/ FOOTINGS TO BE OF 3,000 P51 MINIMUM COMP. STRENGTH @ 28 DAYS
2. 10" POURED CONCRETE WALL W/ 2 #5 TOP AND BOTTOM BARS. REST FOUNDATION ON 20"
X I O' STRIP FOOTING. PROVIDE 2 @ #5 CONTINUOUS HORIZONTAL BARS AND KEYWAY IN STRIP
FOOTING. LAP TOP BARS TO MAIN WALL BARS. PROVIDE TRANSITION REINFORCING N9 #5 BARS
SPACED @ 1 2" O.C. VERTICALLY. PROVIDE %8' X 12' ANCHOR BOLTS @ 4'-0" MAX.
3, CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY MISSING, INCORRECT,
OR QUESTIONABLE D0 ffl,15IONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER BECOME
THE RESPONSIBILITY OF THE CONTRACTOR.
4. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS,
5. CONTRACTOR TO PROVIDE BASEMENT VENTI ATIOH AS REQUIRED BY CODE (WINDOW5 AND
MECHANICAL).
G. CONTRACTOR SHALL ENSURE THAT ALL
FOUNDATION WALLS MAINTAIN 4'-0"
MINIMUM COVERAGE.
2x8 FLR JOISTS
@ 16" O.C.
LALLY COLUMN
ON FOOTING
III a III
III III
III III
him III
III N N III
III � � III
III III
I p o IhI II III
1 5"� w nl 15" III III ALIGN FIL
I v — — — — — 30 — II III FLcoRs
(2) 1-3/4" X 9-1/ri" V r 3O" III �(2) 1-314" � 9-1/4" LVL
— — — — — — .. — —
30' REPLACE EXIST. WOOD GIRDER LA �3p,�
30" W/ (2) 1-3/4" X 9-114" LVL 30'
LALLY COLUMI15 EQUAL EQUAL
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I 3X3X 114" FLAT WA511EP5
NEW I O" THICK POURED CONCRETE
FNDTN. VENTI FOUNDATION WALL OH ;0"x20'
— — — — — — — — 5 ?AP5ON PHD CONTINUOUS CONCRETE FOOTING
+ COPNER P05T ANCCOR @ 4MINIMUM BELO'Al GRADE
— — — — — — — I 2 #5 BARS @ TOP OF WALL /TOP CF FOOTING
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1
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3/4" PLYWD. SUBFLCOR
TYPICAL FNDTN.
DETAIL
1/2" = 1'-01I
(2) #5 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 (�.ODE SEVENTH ADDITION 7-- 0 MPH WIND ZONE
131210
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III a III
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III N N III
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III III
I p o IhI II III
1 5"� w nl 15" III III ALIGN FIL
I v — — — — — 30 — II III FLcoRs
(2) 1-3/4" X 9-1/ri" V r 3O" III �(2) 1-314" � 9-1/4" LVL
— — — — — — .. — —
30' REPLACE EXIST. WOOD GIRDER LA �3p,�
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LALLY COLUMI15 EQUAL EQUAL
(TYPICAL) to
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CRAWL SPACE
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PROPOSED
FOUNDATION PLAN
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@ 16" O.C.
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---- I I I X
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NII 2X6 P.T. SILL —_
UI IE OF
PA.MP r —
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f I ANCHOR BOLTS: II
5/8" DIA. ANCHOP. BOLTS @ 38" O.C.,
1 2" FROM EVEP.Y GORIER,
' I 7" EMBEDMENT W/
I 3X3X 114" FLAT WA511EP5
NEW I O" THICK POURED CONCRETE
FNDTN. VENTI FOUNDATION WALL OH ;0"x20'
— — — — — — — — 5 ?AP5ON PHD CONTINUOUS CONCRETE FOOTING
+ COPNER P05T ANCCOR @ 4MINIMUM BELO'Al GRADE
— — — — — — — I 2 #5 BARS @ TOP OF WALL /TOP CF FOOTING
�J (1Y(CAL)
5'-O"
1
I O' -O"
ALIGN FINISH FLR. TO U15T.
3/4" PLYWD. SUBFLCOR
TYPICAL FNDTN.
DETAIL
1/2" = 1'-01I
(2) #5 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 (�.ODE SEVENTH ADDITION 7-- 0 MPH WIND ZONE
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DATE: 04/12/2011
SCALE: AS NOTED
DRAWING #:
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DATE: 04/12/2011
SCALE: AS NOTED
DRAWING #: