HomeMy WebLinkAbout40 Salt Marsh Lane - Foundation Plan & General Notes49'-74" - OUT TO OUT
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OF STUD FRAMING
NGINEERI7N�(G�
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4'-10" 3'-2" 8'-0"
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260 Cran H Orleans, MA 02653
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508.255.6511 Fax: 508.255.6700
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FOUNDATION PLAN
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SCALE: 16" = 1'-O"_„�
FOUNDATION UNDERPINNING SYSTEM
4, Piles be 800
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shall psi minimum compressive strength
8. Piles shall be driven to tip elevation of -10.0',
TIMBER PILES
parallel to grain and shall measure at least eight inches
(8") In diameter the tip least 12" diameter
referenced to NGVD, or to refusal
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at and at at
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the cutoff, with these measurements being taken under the
9. Jetting, auguring and other methods of pre -excavation
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1. All timber foundation piles shall be of Type 1 species
bark.
to achieve the minimum tip elevation may not be permitted
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r
lumber as defined in section 1822.0 of the Massachusetts
without prior approval by ?he Engineer. Where permitted,
SCALE
State Building Code and shall conform to the applicable
5. Each pile shall be driven in one piece, without splicing, the pre -excavation must be carried out in a manner which
provisions of the "Standard for Round Timber Piles", ASTM
and shall be driven to a sufficient depth to develop a
will not impair the carrying capacity of the piles already in
AS NOTED
D-25.
minimum 20 kip load carrying capacity.
place. Immediately after completion of jetting or auguring,
LATESTREVIStON
2. All timber piles shall be pressure treated with waterborne
CCA preservative in accordance with AWPA C3. Treatments
6. The design load capacity of the pile may be computed
by the following driving formula:
the pile shall be advanced to the maximum depth of
pre -excavation and driven below this depth to the required.
load resistance specified herein.
rl ?
Cha
DATE
Shall conform to the AWPB Standard MP -4. All pile cutoffs
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6/9/04
DRAWN BY
v3 shall be treated in accordance with AWPI Standard M-4.
The minimum rr=ervative treatment retention for timber
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R = 2E S+C 10. The Ile driving contractor shall keep and submit o Ile `1
/ ( ) p 9 P P "�, `J ,111
driving log for each
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pile.
`� d5
JTL
piles shall be 2 . cf.
where
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CHECKEDBY
d
R = allowable pile food in pounds c�
e
3. Before on, treated piles are driven, a certification shall
be submitted, certifying that the piles were free from
E = energy per blow in foot-pounds
S = penetration in inches per blow
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$
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decay, were and otherwise before
properly peeled prepared
C = 1.0 for drophammer; 0.1 for steam or
e
treatment, end the method of treatment, the chemical
air hammer
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comoosttiON and the amount of retention of the
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preservative conform to the requirements specified herein.
The preservative retention shall be determined by assay
7. During the pile driving operation, any sudden decrease in
driving resistance shall be investigated with regard to the
c
sow
method.
possibility of breakage of the pile, and if such sudden
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decrease in driving resistance cannot be correlated to
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4. Piles shall be 800 psi minimum compressive strength
to least inches
boring data, and if the pile cannot be removed for
parallel grain and shall measure at eight
inspection, it shall be considered adequate reason for the
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(8") in diameter at the tip and at least 12" diameter at
rejection of the pile.
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OF S SHE 7'S
the cutoff, with these measurements being token under the
PROJECTNO.
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bark-
C16286.00