29 Lewis Bay Boulevard - Unit 3 - Foundation PlanfOU N DATI ON PLAN
NOTE:
FOUNDATION CONTRACTOR TO PROVIDE 5/8" DIA.
ANCHOR BOLTS AT 32" o.c. WITH MINIMUM EMBEDMENT OF 7"
INTO CONCRETE. ALL SILL PLATES TO BE CONNECTED U51NG
3"x3"xl/4" SQUARE PLATE WASHERS.
COPYRIGHT 2014 ;0•
BY THOMA5 A. MOORE DESIGN
GENERAL NOTES:
1.) CONTRACTOR 15 TO VERIFY EXISTING CONDITIONS AND
DIMEN51ON5 IN THE FIELD PRIOR TO THE START OF WORK
2.) CONTRACTOR TO REMOVE EXISTING DOORS, WINDOWS,
WALLS, t ROOFING AS REQUIRED FOR NEW CONSTRUCTION.
3,) ALL NEW CONSTRUCTION TO MATCH EXISTING IN MATERIAL,
DETAIL, AND FINISH.
4,) ALL WORK SHALL CONFOrM TO THE MASSACHUSETTS
5TATE BUILDING CODE (LkTEST EDITION) AND ALL OTHER
APPLICABLE LOCAL CODES
5.) ANY DI5CREPANCIE5, ERRORS AND/OR OMISSIONS IN THE NOTES,
DIMENSIONS, AND/OR DRAWINGS CONTAINED ON THESE DOCUMENTS
SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER PRIOR TO
COMMENCEMENT OF CONSTRUCTION. PROCEEDING WITH CONSTRUCTION
CONSTITUTES ACCEPTANCE OF THESE DOCUMENTS AND ANY DISCREPANCIES,
ERRORS AND/OR OMISSIONS BECOME THE RESPONSIBILITY OF THE
BUILDING CONTRACTOR.
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DATE :
7/2/2015
PROJ. NO.
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STAM P : DWG. N O .
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SCALE :
1/411= 1 '-0"
DATE :
7/2/2015
PROJ. NO.
20 14-GO9
STAM P : DWG. N O .
r.
20