15-333-001GENERAL CONSTRUCTION NOTE
THIS SET OF DRAWINGS SHOULD NOT BE SCALED; USE DIMENSIONS AND INFORMATION
SHOWN.
PRIOR TO PROCEEDING WITH ANY WORK AND FABRICATION, THE CONTRACTOR SHALL:
VERIFY ALL DIMENSIONS -AND ELEVATIONS FOR EXISTING STRUCTURES SHOWN OR NOT
SHOWN ON THE DRAWINGS. ALL DIMENSION DISCREPANCY FOUND ON THE DRAWINGS
SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH
THE WORK.
CONTRACTOR SHALL CONFIRM THAT THERE IS NO CONFLICT WITH CONDUITS, PIPES, ETC.,
BEFORE DRILLING.
VERIFY ALL EXISTING CONDITIONS AT THE JOB SITE, PROTECT AND MAINTAIN ALL EXISTING
STRUCTURES, UTILITIES, FACILITIES AND THEIR CONTENTS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE BRACING OF ALL STRUCTURAL
MEMBERS, AND NON STRUCTURAL ITEMS DURING CONSTRUCTION.
THE GENERAL CONTRACTOR SHALL AT ALL TIMES MAINTAIN AT THE JOBSITE A CURRENT
APPROVED SET OF DRAWINGS.
DESIGN CRITERIA.
THE STRUCTURAL COMPONENTS FOR THIS PROJECT HAVE BEEN DESIGNED IN
COMPLIANCE WITH THE FLORIDA BUILDING CODE (FBC) 2010.
THE FOLLOWING LOADS HAVE BEEN USED FOR THE STRUCTURAL DESIGN OF THE
BUILDING:
WIND LOADS:
IN ACCORDANCE WITH ASCE 7 -10 WITH 3 SECOND SUSTAINED_ WIND GUSTS.
WIND VELOCITY =175 MPH
EXPOSURE = C
ENCLOSURE CATEGORY: OPEN
STRUCTURAL STEEL
ALL STRUCTURAL STEEL SHALL CONFORM TO GALVANIZED ASTM A572 (50 KSI) AND THE
SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEM L
FOR BUILDINGS BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC. (LATEST
EDITION). ALL SHOP CONNECTIONS TO BE WELDED (UTILIZING E70XX ELECTRODES) AND
AND FIELD CONNECTIONS TO BE BOLTED, UNLESS OTHERWISE NOTED ON THE
STRUCTURAL DRAWINGS.
ALL BOLTED CONNECTIONS SHALL CONSIST OF MINIMUM 5/8" DIAMETER ASTM A -325 HIGH
STRENGTH BOLTS. ANCHOR BOLTS SHALL CONFORM TO ASTM A -325.
ALL BOLTED CONNECTIONS SHALL HAVE. HARDENED WASHERS WITHOUT EXCEPTION.
WELDING TO BE DONE BY A.W.S CERTIFIED WELDERS USING ASTM E70 SERIES ELECTRODE
AND CONFORMING TO RECOMMENDATION OF THE AMERICAN WELDING SOCIETY AND A.I.S
USE E70 SERIES LOW HYDROGEN ELECTRODES FOR ALL FIELD WELDING.
FOUNDATION
BASED ON A VISUAL INSPECTION OF THE JOB SITE, SOIL TYPE IS SAND AND ROCK.
FOUNDATIONS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000
PSF. AT THE TIME OF CONSTRUCTION, THE ENGINEER OF RECORD SHALL SUBMIT TO THE
BUILDING OFFICIAL A SIGNED AND SEALED LETTER ATTESTING THAT THE SITE HAS BEEN
OBSERVED AND THE FOUNDATIONS CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE
DESIGN IS BASED.
CONCRETE COVER
MINIMUM CONCRETE COVER TO REINFORCING STEEL IN ACCORDANCE WITH ACI 318 -08 AND
SHALL BE AS FOLLOW:
Fi FKAPNT- BOTTOM: TOP: SIDE:
FOUNDATION 3" 211 211
COLUMNS / WALLS 1 1/2" 11/211 1 1/2"
SLAB ON GRADE - 1 1/2"
1 -
BEAMS 2„
INT. STRUCT. SLAB
1" 1" 1 1/2"
EXT. STRUCT. SLAB 1" 1 1/2" 1 1/2"
SHALL BE DEFORMED BARS, FREE FROM LOOSE RUST AND SCALE, AND CONFORMING TO
A.S.T.M. A615 GRADE 60.
ALL ACCESSORIES SHALL HAVE UPTURNED LEGS, AND BE PLASTIC DIPPED AFTER
FABRICATION. ACCESSORIES FOR REINFORCING SHALL BE INSTALLED IN ACCORDANCE
WITH A.G.I. 315 CURRENT EDITION.
ALL PLACEMENT OF REINFORCING BARS SHALL BE IN ACCORDANCE WITH THE MANUAL OF
STANDARD PRACTICE OF THE CONCRETE REINFORCING STEEL INSTITUTE.
PLASTIC TIPPED COLUMN SPACERS SHALL BE PROVIDED FOR VERTICAL COLUMN
REINFORCING STEEL, SUCH THAT A 1 1/2" MINIMUM CLEARANCE IS MAINTAINED.
SHALL BE A MIX DESIGNED IN ACCORDANCE WITH A.C.I. 301 (LATEST EDITION) TO ACHIEVE
A 28 -DAY COMPRESSIVE STRENGTH OF 4,000 P.S.I. AND A MAXIMUM WATER - CEMENT RATIO
OF 0.40 AND A SLUMP OF 4 "± 1 ".
ALL CONCRETE SHALL CONTAIN AN ENGINEER - APPROVED A.S.T.M. C494 TYPE 'D'
ADMIXTURE (WATER - REDUCING RETARDED).
CONCRETE ON EXPOSED BALCONIES, SLABS, BEAMS AND STAIRS SHALL HAVE A TOP
SURFACE COATED WITH "ALKYL - ALKYOXY SILANE SEALER" OR ENGINEER- APPROVED
EQUAL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. WATER- CEMENT
RATIO IN EXPOSED BALCONIES SHALL BE 0.40.
TRANSPORTATION, PLACING, AND CURING OF CONCRETE SHALL COMPLY WITH A.C.I. 318.
BUILDING CODE (LATEST EDITION).
ALL CONCRETE STRUCTURAL COMPONENTS SHALL HAVE'CONCRETE STRENGTH TESTED IN
ACCORDANCE WITH A.S.T.M. STANDARDS, FLORIDA BUILDING CODE 2010 AND ACI
318(LATEST EDITION). TEST CYLINDERS MUST BE TAKEN EVERY 50 CUBIC YARDS OF
CONCRETE PRIOR TO PLACEMENT. TESTING LAB SHALL PROVIDE COPIES OF CONCRETE
TESTS RESULTS TO ENGINEERS OFFICE FOR REVIEW.
CONCRETE MIX DESIGN SHALL BE SUBMITTED TO ENGINEER'S OFFICE FOR REVIEW.
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SHEET NAME:
GENERAL NOTES
AND SITE PLAN
S -1
Sheet No.
1 OF 3
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