HomeMy WebLinkAbout9 Windemere Road - Foundation RepairsI -1
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%110 BOLT, W. EPDXY
EMBEDDED 5" INTO
S" 0,CONCRETE PILE
ON "BIG FOOT" W 05
REINFORCING ROD
3/4" PLYWOOD
GLUE a NAIL
TO 912 " WOOD
"I" JOISTS.
HURRICANE
CLIP TO
P.T. 6X10
2.
ALL IUC'RK SHALL CONFORM TO THE REQUIREMENTS
THE COMMONWEALTH OF MASSACHUSETTS STATE
BUILDING CODE, AND LOCAL REG=ULATIONS.
0lif=-440111 ly;R
1. ALL WOOD CONSTRUCTION SHALL FOLLOW ALL
OF RECOMMENDED PRACTICES OF THE AMERICAN
TIMBER INSTITUTE.
ALL L:IMENSIONS ARE APPROXIMATE, AND SHALL BE
VERIFIED IN THE FIELD.
I:;ONCRETE NOTES
I. STRENGTH 0 28 DAYS: 3000 PSI.
2. NO CONCRETE SHALL BE PLACED IN WATER, NOR
SHA:.L 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. RE!,>I'.f'CRGING SHALL CONFORM TO ASTM A615—GR60.
2. GIRDERS SHALL BE WOLMANIZED SYP 02 OR BETTER
3. "I" JOISTS SHALL BE S"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 L360 4 L/480,
5fKI1 s
FOUNDATION REPAIRS
"THE ATLANTIC" 4 "THE BAY VIEW"
OCEAN VIEW VILLAS
/►^ WEST YARMOUTH, MASS
ENGINEERING COMPAN scALE V2 111 _ 1 _m"
CONSULTING ENGINEERS < PLANNERS D O.
2/20/01 81 RED BROOK ROAD
WACUOIT. MA 02536 8-1