HomeMy WebLinkAbout9 Windemere Road - Bldg 4 Foundation RepairsI
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8/8"0 BOLT, W. EPDXY
EMBEDDED 5" INTO
8114 CONCRETE PILE
ON "BIG FOOT" W "5
REINFORCING ROD
GENERAL NOTES
1. ALL '.1JORK SHALL CONFORM TO THE REQUIREMENTS OF
THE ,.OMMONWEALTH OF MASSACHUSETTS STATE
BUILDING CODE, AND LOCAL REGULATIONS.
3/a" PLYWOOD 2• ALL DIMENSIONS ARE APPROXIMATE, AND SHALL BE
GLUE t NAIL VERIFIED IN THE FIELD.
TO 91/2" WOOD'
"I" JOISTS.
HURRICANE CONCRETE NOTES
CLIP TO
P.T. 6X1O 1. CONCRETE STRENGTH m 28 DAYS: 3000 PS1.
2. NO CONCRETE SHALL BE PLACED IN WATER, NOR
SHALL ANY FOOTING BE PLACED ON FROZEN SOIL.
3. ALI., CONCRETE WORK AND REINFORCING DETAILS
SHALL CONFORM TO THE LATEST A.C.I. CODE AND
MANUAL.
4. REINFORCING SHALL CONFORM TO ASTM A615-GR60.
i
s c u
8/8"0 BOLT, W. EPDXY
EMBEDDED 5" INTO
8114 CONCRETE PILE
ON "BIG FOOT" W "5
REINFORCING ROD
GENERAL NOTES
1. ALL '.1JORK SHALL CONFORM TO THE REQUIREMENTS OF
THE ,.OMMONWEALTH OF MASSACHUSETTS STATE
BUILDING CODE, AND LOCAL REGULATIONS.
3/a" PLYWOOD 2• ALL DIMENSIONS ARE APPROXIMATE, AND SHALL BE
GLUE t NAIL VERIFIED IN THE FIELD.
TO 91/2" WOOD'
"I" JOISTS.
HURRICANE CONCRETE NOTES
CLIP TO
P.T. 6X1O 1. CONCRETE STRENGTH m 28 DAYS: 3000 PS1.
2. NO CONCRETE SHALL BE PLACED IN WATER, NOR
SHALL ANY FOOTING BE PLACED ON FROZEN SOIL.
3. ALI., CONCRETE WORK AND REINFORCING DETAILS
SHALL CONFORM TO THE LATEST A.C.I. CODE AND
MANUAL.
4. REINFORCING SHALL CONFORM TO ASTM A615-GR60.