HomeMy WebLinkAbout1215 French AveAndrew Kutz Architect
AR 0006491
2019J'outh Park Avenue
Janford. rbridq 32771
Omnefiox (407) 322-3853
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ADDENDUM 2
To: Sanford Building Department
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Project: AOK TFrench Avenue, Sanford, 32771
Owner. Mr DG Williams Jr
Tax Id: 25-19-30-5AG-1408-0010
Contractor: Conrad Constriction Inc.
PO Box 470424
Lake Monroe, Florida
32747
PROJECT ADDENDUM (2)
This following information is hereby issued and is to take precedence over all previously
released drawings and specifications, and shall attach to the project drawing as if contained
therein integrally:
1) Two footings are increased to accommodate shop drawing addition of 2 columns.
They were D footings which have been increased to A footings.
2) Three C footings are reduced slightly in overall size.
Changes are flagged as R2 on the attached revised drawing: A-1, R2
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AR 0006491
1/4/2005
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Conrad Construction
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FOUNDATION NOTES
ALL CONCRETE SHALL BE MINIMUM 3000 PSI AT 28 DAYS
ALL FILL SHALL BE COMPACTED TO 95% OF MODIFIED
PROCTOR O 14% MOISTURE
ALL REINFORCING STEEL SHALL BE #5 OR GREATER.
GRADE 60 DEFORMED STEEL
ALL REINFORCING STEEL IS TO HAVE A MINIMUM OF 3
INCH CONCRETE COVERAGE
ALL REINFORCING STEEL JOINTS SHALL LAP A MINIMUM
OF 40 BAR DIAMETERS OR 25 INCHES WHICHEVER IS
GREATER
VAPOR BARRIER SHALL BE 6 MILL POLYETHYLENE
THE FOUNDATION HAS BEEN DESIGNED FOR A SOIL
BEARING CAPACITY OF 2600 PSF, THE COMPACTED SOIL
SHALL BE VERIFIED BY A GEOTECHNICAL TESTING LAB
ALL LUMBER IN CONTACT WITH MASONRY SHALL BE
PRESSURE TREATED
ALL FILLED CELL MASONRY SHALL BE GROUTED AND
POURED IN MAXIMUM 8 FOOT LIFTS
CJ = SAWCUT 1/8' X 1 1/2' DEEP WITHIN 24 HOURS OF
CONC POUR
FOOTING SCHEDULE
ID SIZE REINFORCING
A 72x72x16 506"EA WAY
B 72X72X16 506"EA WAY
C 84X84X16 506"EA WAY
D 24X24X16 506"EA WAY
E 16 X 20 DEEP 2 - #5 CONTINUOUS
F 16 X 8 DEEP 2 - #5 CONTINUOUS
G 8X8 I - # 5 CONTINUOUS
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NOTE: THERE IS AN 8'-0' HIGH
REINFORCED MASONARY
INSTALL * 5 VERTICAL REBAR
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MAX 4' OC. SEE CROSS SECTION
DRAWING A4. CO-ORDINATE WITH
DOOR OPENINGS - SEE PLAN A2
FOR SPECIFIC VERTICAL
B REINFORCMENT IN ADDITION
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