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DESIGN CRITERIA
LL = 50 PLF OR 200 LB. CONC. LOAD. (RAILING)
LL = 100 PSF (STAIRS) OR 300 LB. CONC. LOAD
LL = 25 PSF (PICKETTS)
6061 T -6 ALUM (U.O.N.)
Fy = 12.12 KSI
F„ = 5 KSI (4043 SERIES WELD)
NOTE: ALL MATERIAL FOR GATES & FENCE TO BE ALUMINUM 6061 -T5
PAINT SHALL BE AS PER CUSTOMER OPINION.
ALL DIMENSIONS SHALL BE VERIFIED BEFORE START FABRICATION
ELECTRICAL SERVICE LINE SHALL BE BY OTHERS
ALL WELD CONNECTIONS SHALL BE 1/8 CAT.
THE DESIGN COMPLIES WITH THE REQUIREMENTS OF THE FBC 2007
AND OTHER REFERENCED CODES AND SPECIFICATION.
WIND LOAD CRITERIA; BASIC LOAD VELOCITY- 146 MPH (ASCE 7 -98)
STRUCTURAL NOTES
APPLICABLE CODES:
A: FLORIDA BUILDING CODE 2007
B: A.C.I. 318 -05 EDITION REINFORCED CONCRETE
C: REINFORCED MASONRY BY A.C.I. 530 -05 EDITION AND
THE MASONRY DESIGNERS GUIDE BY A.C.I., T.M.S., A.S.C.E.
E: WIND ANALYSIS AND DESIGN PER A.S.C.E.7 -05.
MASONRY REINFORCING STEEL SHALL BE LAPPED 48" BAR DIAMETERS
REINFORCING STEEL fy = 60,000 P.S.I. fs = 24,000 P.S.I. Es = 29,000,000 P.S.I.
Em = 1,500,000 P.S.I. N = Es /Em = 19.33
ALL BLOCK 8" A.S.T.M. C -90 HOLLOW UNIT MASONRY DESIGN fm = 1,500 P.S.I.
TYPE M OR TYPE S MORTAR TO WHICH SUFFICIENT WATER HAS BEEN ADDED
GROUT SLUMP REQUIRED - - - -- 9" +/- 1 INCH. PROVIDE CLEANOUT HOLES AT TOPNIDDLE
AND BOTTOM OF FILLED CELL AND THE PROPORTION SPECIFICATIONS OF TABLE R609.1.1
GROUT SHALL COMPLY WITH A.S.T.M. C476, 28 DAYS MIN. COMP. STRENGTH = 3,000 P.S.I.
CONC. SHALL COMPLY WITH A.S.T.M. 270
CONC. SLUMP MAXIMUN REQUIRED - - - -- 6" TYPE AS PER 2007 F.B.C.
CONTRACTOR TO CONSOLIDATE GROUT LIFTS WITH 3/4" VIBRATOR
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DATE: 01 -26/13
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