HomeMy WebLinkAbout9 Windemere Road - Bldg 1 Foundation Repairsn
9V _101/2" 9'-81/2" E . _6..
6'-101/2 I 1'-6" 3'-0" (01-81/2111._6..1._6.. 2._6.. 1._6..
U 0 1 11 11 11(®) II
A76
0
mcm
11/4X91/2 BAND JOIST
L. 18' -0" t
Na"0 BOLT, W. EPDXY
EMBEDDED 5" INTO
8"o CONCRETE PILE
ON "BIG FOOT" W "5
REINFORCING ROD
3/4" PLYWOOD
GLUE 4 NAIL
TO 91/2 " WOOD
"I" JOISTS.
HURRICANE
CLIP TO
P.T. 6X10
24°
� CTYP)
gm
m
2-Sx la
ss X 6
GENERAL NOTES
I. ALL WORK SHALL CONFORM TO THE 5Z. OUIREMENTS OF
THE COMMONWEALTH OF MASSACHUSETTS STATE
BUILDING CODE, AND LOCAL REGULATIONS.
2. ALL DIMENSIONS ARE TO BE VERIFIED IN THE FIELD.
CONCRETE NOTES
I. CONCRETE STRENGTH 6 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.G.I. CODE AND
MANUAL.
4. REINFORCING SHALL CONFORM TO ASTM AVS-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 9"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 4 L/480.
FOUNDATION REPAIRS
5UILDINC-4 rl
THE HEAD OF THE MEADOW
OCEAN VIEW VILLAS
WEST YARMOUTH, MASS
J I t U V ENGINEERING COI" If ANT 111/2 " =1I -p"
CONSULTING ENGINEERS t PLANNERSDWCs. NO.
al RED BROOK ROAD S _2
Z/20R91 tuAM101T. MA 02686