HomeMy WebLinkAbout9 Windemere Road - Bldg 2 Foundation Repairsa_
IIt0�1�1
No 110 BOLT, W. EPDXY
EMBEDDED 5" INTO
8"O CONCRETE PILE
ON "BIG FOOT" W 05
REINFORCING ROD
3/4" PLYWOOD
GLUE E NAIL
TO 91i2 11 WOOD
"I" JOISTS.
HURRICANE
CLIP TO
P.T. 6X10
GENERAL NOTES
1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF
THE COMMONWEALTH OF MASSACHUSETTS STATE
BUI!.DING CODE, AND LOCAL REGULATIONS.
2. ALL DIMENSIONS ARE APPROXIMATE, AND SHALL BE
VEF IFIED IN THE FIELD.
CONCRETE NOTES
I. G4NCRETE STRENGTH 6 28 DAYS: 3000 PSI,
2. NO CONCRETE SHALL BE PLACED IN WATER, NOR
SHALL ANY FOOTING BE PLACED ON FROZEN SOIL.
3. AL!. CONCRETE WORK AND REINFORCING DETAILS
S�;.4LL CONFORM TO THE LATEST A.C.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 02 OR BETTER
3. "1" JOISTS SHALL BE 9"11/211 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 ! L/480.
FOUNDATION REPAIRS
BUILDING 2 "THE SUR=SIDE"
OCEAN VIEW VILLAS
�WEST YARMOUTH, MASS
15yegy ENGINEERING COMPAN SOALE 1/1," = 11-0"
CONSULTING i=NGINEERS 4 PLANNERS D O.
2/20/01 81 RED BROOK ROAD
IIIA/N[,nlT MA 911C"3L. S-3
Ill I=1 I T
3/4" PLYWOOD
GLUE E NAIL
TO 91i2 11 WOOD
"I" JOISTS.
HURRICANE
CLIP TO
P.T. 6X10
GENERAL NOTES
1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF
THE COMMONWEALTH OF MASSACHUSETTS STATE
BUI!.DING CODE, AND LOCAL REGULATIONS.
2. ALL DIMENSIONS ARE APPROXIMATE, AND SHALL BE
VEF IFIED IN THE FIELD.
CONCRETE NOTES
I. G4NCRETE STRENGTH 6 28 DAYS: 3000 PSI,
2. NO CONCRETE SHALL BE PLACED IN WATER, NOR
SHALL ANY FOOTING BE PLACED ON FROZEN SOIL.
3. AL!. CONCRETE WORK AND REINFORCING DETAILS
S�;.4LL CONFORM TO THE LATEST A.C.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 02 OR BETTER
3. "1" JOISTS SHALL BE 9"11/211 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 ! L/480.
FOUNDATION REPAIRS
BUILDING 2 "THE SUR=SIDE"
OCEAN VIEW VILLAS
�WEST YARMOUTH, MASS
15yegy ENGINEERING COMPAN SOALE 1/1," = 11-0"
CONSULTING i=NGINEERS 4 PLANNERS D O.
2/20/01 81 RED BROOK ROAD
IIIA/N[,nlT MA 911C"3L. S-3
2411
(TYP)
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1-611
11_311
-11-311
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I�
1-311
3/4" PLYWOOD
GLUE E NAIL
TO 91i2 11 WOOD
"I" JOISTS.
HURRICANE
CLIP TO
P.T. 6X10
GENERAL NOTES
1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF
THE COMMONWEALTH OF MASSACHUSETTS STATE
BUI!.DING CODE, AND LOCAL REGULATIONS.
2. ALL DIMENSIONS ARE APPROXIMATE, AND SHALL BE
VEF IFIED IN THE FIELD.
CONCRETE NOTES
I. G4NCRETE STRENGTH 6 28 DAYS: 3000 PSI,
2. NO CONCRETE SHALL BE PLACED IN WATER, NOR
SHALL ANY FOOTING BE PLACED ON FROZEN SOIL.
3. AL!. CONCRETE WORK AND REINFORCING DETAILS
S�;.4LL CONFORM TO THE LATEST A.C.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 02 OR BETTER
3. "1" JOISTS SHALL BE 9"11/211 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 ! L/480.
FOUNDATION REPAIRS
BUILDING 2 "THE SUR=SIDE"
OCEAN VIEW VILLAS
�WEST YARMOUTH, MASS
15yegy ENGINEERING COMPAN SOALE 1/1," = 11-0"
CONSULTING i=NGINEERS 4 PLANNERS D O.
2/20/01 81 RED BROOK ROAD
IIIA/N[,nlT MA 911C"3L. S-3