HomeMy WebLinkAbout9 Windemere Road - Bldg 5 Foundation RepairsGENERAL NOTES
1. ALL WORK SHALL CONFORM t0 THE REQUIREMEws OF
THE COMMONWEALTH OF MASSACHUSETTS STATE
BUILDING CODE, AND LOCAL REGULATIONS.
2. ALL DIMENSIONS ARE APPROXIMATE, AND SHALL BE
VERIFIED IN THE FIELD.
CONCRETE NOTES
I. CONCRETE STRENGTH g 25 DAYS: 3000 PSI.
,J 1 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 t0 ASTM A615 -GR60.
31/ " PLYWOOD
GLUE 4 N 'SIL TIMBER NOTES
70 911/2 " WOOD
"I" J0I5T6. 1. ALL WOOD CONSTRUCTION SHALL FOLLOW ALL
HURRICANE RECOMMENDED PRACTICES OF THE AMERICAN
5/6"0 5OLT,W. EPDXY
CLIP TO TIMBER INSTITUTE.
EMBEDDED 5""INTO
5 4) CONCRETE PILE P.T. 6X12 2. GIRDERS SHALL BE WOLMANIZED SYP "2 OR BETTER.
ON "BIG FOOT" W s 3. "1" JOISTS SHALL BE 91111/2" DEEP AND INSTALLED PER
REINFORCING ROD MANUFACTURER'S SPECIFICATIONS. LOAD CABLE
- _ __ SHALL BE FURNISHED SHOWING CAPACITY TO
=III I I=III=III—� SUPPORT 40 PSF LIVE LOAD, 10 PSF DEAD LOAD,
III III=III 'I At THESE SPANS AND SPACING WITH TOTAL LOAD
,III I i III I AN
DEFLECTION BETWEEN 1-360DEFLECTION LESS THAN40 L/450. LIVE LOAD
FOUNDATION REPAIRS
vaRE BUILDING-� 5"THE GRAYS"
AUC/URAL
1.34359
+oN,a Erb OCEAN VIEW VILLAS
� WEST YARMOUTH, MASS
5y AN f ENGINEERING COMPAN SCALE
AS NOTED
GONSULtING ENGMEERS � PLANNERS D O.
a1 RED 13ROOK ROAD 5-4
2/20/01 wA Vle)IT. MA 02536