HomeMy WebLinkAbout9 Windemere Road - Bldg 6 Foundation Repairs11�011�1
L. 18' —0" L
3/4 PLYWOOD
GLUE E NAIL
TO IBI/2 " WOOD
"I" JOISTS.
5%110 BOLT, W. EPDXY HURRICANE
EMBEDDED $" INTO CLIP TO
8110 CONCRETE PILE P.T. 6XIO
ON "BIG FOOT" W 05
REINFORCING ROD
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GENERAL NOTES
1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF
THE COMMONWEALTH OF MASSACHUSETTS STATE
BUILDING CODE, AND LOCAL REGULATIONS.
CONCRETE NOTES
1. CONCRETE STRENGTH m 28 DAYS: 3000 PSI,
2. NO CONCRETE SHALL BE PLACED IN WATER, NOR
SHALL ANY FOOTING BE PLACED ON FROZEN SOIL.
B. ALL CONCRETE WORK AND REINFORCING DETAILS
SHALL CONFORM TO THE LATEST A.G.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 "2 OR BETTER.
3. "1" JOISTS SHALL BE V'lie" 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 1-360 t L/480.
FOUNDATION REPAIRS
BUILDING 6 "THE JETTIES"
OGEAN VIEW VILLAS
WEST YARMOUTH, MASS
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