HomeMy WebLinkAbout9 Windemere Road - Bldg 3 Foundation Repairs11 i "
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�wl!F
0
518"4P BOLT, W. EPDXY
EMBEDDED 5" INTO
"
a4) CONCRETE PILE
ON "BIG FOOT" W #5
REINFORCING ROD
3/4" PLYWOOD
GLUE 4 NAIL
TO S1/2" WOOD
"I" JOISTS.
HURRICAt+E
CLIP TO
P.T. 6X10
GENERAL NOTTr;S
I. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF
THE COMMONWEALTH OF MASSACHUSETTS STATE
BUILDING CODE, AND LOCAL REGULATIONS.
ALL DIMENSIONS ARE APPROXIMATE, AND SHALL BE
VERIFIED IN THE FIELD,
CONCRETE NOTES
I. CONCRETE STRENGTH 0 28 DAYS: 3000 PSI,
2. NO CONCRETE SHALL BE PLACED IN WATER, NOR
SHALL ANY FOOTING BE PLACED ON FROZEN SOIL.
3. ALL CONCRETE WORK AND REINFORCING DETAILS
SHALL CONFORM TO THE LATEST A.C.I. CODE AND
MANUAL.
4. REINFORCING SHALL CONFORM TO ASTM A615-GR60,
TIMBER NOTES
1. ALL WOOD CONSTRUCTION SHALL FOLLOW ALL
RECOMMENDED PRACTICES OF THE AMERICAN
TIMBER INSTITUTE.
2. GIRDERS SHALL BE WOLMANIZED SYP 02 OR BETTER.
3. "1" JOISTS SHALL BE S"11/2" DEEP AND INSTALLED PER
MANUFACTURER'S SPECIFICATIONS, LOAD TABLE
SHALL BE FURNISHED SHOWING CAPACITY TO
SUPPORT 40 PSF LIVE LOAD, 10 PSF DEAD LOAD,
AT THESE SPANS AND SPACING WITH TOTAL LOAD
DEFLECTION LESS THAN L/240 AND LIVE LOAD
DEFLECTION BETWEEN L360 4 L/480,
FOUNDATION REPAIRS
BUILDING 3 "THE ENGLEWOOD"
OCEAN VIEW VILLAS
ZT _ WEST YARMOUTH, MASS
"yeygC ENGINEERING COMPAN SCALE V2"
CONSULTMG ENGINEERS 4 PLANNERS DIIKs. O.
81 RED BROOK ROAD
2/20/01 UJA=IT.MA 02536 3-5
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24"
(TYP)
9
r
�wl!F
0
518"4P BOLT, W. EPDXY
EMBEDDED 5" INTO
"
a4) CONCRETE PILE
ON "BIG FOOT" W #5
REINFORCING ROD
3/4" PLYWOOD
GLUE 4 NAIL
TO S1/2" WOOD
"I" JOISTS.
HURRICAt+E
CLIP TO
P.T. 6X10
GENERAL NOTTr;S
I. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF
THE COMMONWEALTH OF MASSACHUSETTS STATE
BUILDING CODE, AND LOCAL REGULATIONS.
ALL DIMENSIONS ARE APPROXIMATE, AND SHALL BE
VERIFIED IN THE FIELD,
CONCRETE NOTES
I. CONCRETE STRENGTH 0 28 DAYS: 3000 PSI,
2. NO CONCRETE SHALL BE PLACED IN WATER, NOR
SHALL ANY FOOTING BE PLACED ON FROZEN SOIL.
3. ALL CONCRETE WORK AND REINFORCING DETAILS
SHALL CONFORM TO THE LATEST A.C.I. CODE AND
MANUAL.
4. REINFORCING SHALL CONFORM TO ASTM A615-GR60,
TIMBER NOTES
1. ALL WOOD CONSTRUCTION SHALL FOLLOW ALL
RECOMMENDED PRACTICES OF THE AMERICAN
TIMBER INSTITUTE.
2. GIRDERS SHALL BE WOLMANIZED SYP 02 OR BETTER.
3. "1" JOISTS SHALL BE S"11/2" DEEP AND INSTALLED PER
MANUFACTURER'S SPECIFICATIONS, LOAD TABLE
SHALL BE FURNISHED SHOWING CAPACITY TO
SUPPORT 40 PSF LIVE LOAD, 10 PSF DEAD LOAD,
AT THESE SPANS AND SPACING WITH TOTAL LOAD
DEFLECTION LESS THAN L/240 AND LIVE LOAD
DEFLECTION BETWEEN L360 4 L/480,
FOUNDATION REPAIRS
BUILDING 3 "THE ENGLEWOOD"
OCEAN VIEW VILLAS
ZT _ WEST YARMOUTH, MASS
"yeygC ENGINEERING COMPAN SCALE V2"
CONSULTMG ENGINEERS 4 PLANNERS DIIKs. O.
81 RED BROOK ROAD
2/20/01 UJA=IT.MA 02536 3-5