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<br />FOUNDATION NOTES
<br />3) SOIL:
<br />3.1 MINIMUM ALLOWABLE SOil PRESSURE 2000 PSF. (VERIFY BY CONTRACTOR)
<br />4) CONCRETE:
<br />4.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS:
<br />3000 PSI (NORMAL WEIGHT).
<br />4.2 REINFORCING BARS: ASTM A615 (GRADE 40).
<br />4.3 WELDED WIRE FABRIC (WWF): ASTM A185.
<br />4.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 315.
<br />4.5 CONCRETE COVERAGE OF REINFORCEMENT: FOOTINGS 3"
<br />BOTTOM AND SIDES.
<br />4.6 EARTH SUPPORTED SLABS: (INCLUDING EXTERIOR WALK
<br />AND DRIVE SLABS) 3 1/2" THICK MIN., REINFORCED
<br />WITH 6X6 - W1.4 X W1.4 WWF AT MID-DEPTH OF SLAB.
<br />4.7 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS.
<br />4.8 LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 1511.
<br />4.9 SOIL TO BE TREATED FOR TERMITES PER FBC 2001 SECTIONS
<br />104.2.6 ; 104.2.7 ; 1403.1.6, 1503.4.4 ; 1816 ; 1916.7.5 ; 2303.1.4 & 2304
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<br />GENERAL MASONRY NOTES:
<br />1. MASONRY UNITS: 1AW ASTM ego
<br />2. MORTAR: TYPE M OR TYPE S 1AW SBC TABLE 1402.8B IS
<br />REQUIRED TO BE TYPE M OR TYPE S
<br />3. GROUT: 3/8" MAXIMUM AGGREGATE, 811 - 11" SLUMP
<br />3000 PSI OR ASTM C476
<br />4. CONCRETE: 3000 PSI MIN. COMPo STRENGTH AT 28 DAYS FOR
<br />FOOTINGS: 3000 PSI FOR SLABS ON GRADE
<br />5. REINFORCING STEEL: GRADE 40 MIN. AND IDENTIFIED IN
<br />ACCORDANCE WITH ASTM A615, A616,A 70
<br />
<br />LAST PLOT
<br />DATE: June 21, 2005 @)
<br />
<br />NOTE; IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL
<br />DRAWINGS BEFORE CONSTRUCTION BEGINS, DANSCO
<br />ENGINEERING, LLC IS RESPONS!BLE FOR THE STRUCTURAL
<br />INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BElWEEN
<br />FIELD CONDITIONS, OTHER DESIGN PROFESS'OMLS' SHO? DR.eVvINGS.
<br />CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED
<br />DRAWINGS MUST BE BROUGHT TO THE AITENTION OF DANSCO
<br />ENGINEERING. LLC PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
<br />
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<br />
<br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE
<br />STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE
<br />FLORIDA BUILDING CODE, SECTION 1606 FOR 120 M.P.H. 3 SECOND
<br />GUST, EXPOSURE "B" WIND ZONE (2001 EDITION).
<br />
<br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE
<br />DATE IS SIGNED AND SEALED.
<br />
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<br />
<br />'"J\}
<br />,
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<br />
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS
<br />DRAWING ONLY.
<br />
<br />------
<br />
<br />PLACE SEAL HERE DE #250988
<br />
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<br />
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