HomeMy WebLinkAbout5057 55 Bayberry Rd Foundation Plan Easier to Read5/8'k16" A. BOLTS ®3' O.C.
IN 2/2(6 P.T. SILL PLATE —
(TYPICAL)
FIN. GRADE
FIRST FLOOR _
2X8 FLR. JSTS.
aI I N
(2) #5 BARS, CONT.
d�. TOP & BOTTOM, TYP.
(2)#5 BARS
ttPICAL
r11 10" WALL DETAIL
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2X3'S u C 2X8'S
�` @ 12"O.C. @ 12"O.C.
CRAWL SPACE
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FIRST FLOOR _ _
2X8 FLR. JSTS. (VERIFY FIN. FLR >11.0)
P.T. BLOCKING
FIN. GRADE
"SMARVENT"
940 8"X12"
J,
2� GRAVEL OR DUST COVER
FNDTN. WALL
PROPOSED
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1"-1'-0
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PROPOSm
FOUNDATION PLAN
4" • I'-0"
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POUIIDATIOIJ IJOTES:
1. C POR ALL FOUNDATION WALLS AND FOOTIPIGS SHALL MAV[
MIINNMUMUMUM 3000 P51 BEARING CAPACItt,
2. CONCFM TE FOR ALL BASEMENT AND GARAGE SLABS SHALL HAVE
MINIMUM 4000 PSI BEARING CAPACITY,
USE 5/6• ANCHOR BOLTS SPACED AT 3G' O.C.,
WITH A MINIMUM EMBEDMENT OP 7' IIJTO CONCRfM
4. ANCHOR BOLTS MUST BE PLACED G'-124 FROM
EACH FOUNDATION CORNER.
S. ALL SILL PLATES TO BE CONNECTED USING
3' X 3• X I/4' SOUARE PLATE WASHERS.
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SPACE
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THESE PLANS ARE IN COMPLIANCE WITH THE
MABSACHUSETTS STATE BUILDING CODE
NINTH EDITION / 140 MPH WIND ZONE
NOTE:
CONTRACTOR TO SITE VERIFY ALL EXISTING VS PROPOSED
CONDITION5 PRIOR TO AND DURING CON5TRUCTION AND
MAKE MODIFICATIONS A5 NECE55ARYTO PROVIDE
COMPLIANCE WITH DE51GN PARAMETERS A5 ILLUSTRATED, VT N
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