HomeMy WebLinkAboutDiamond Sands - Permit Drawing S&S 4-28-20Diamond SandsINTEGRATED SOLUTIONS1900 NW 32nd St.Pompano Beach, FL 33064Phone 954-966-3903Toll Free 1-800-683-0134Fax 954-966-2085Evan Kennedy, P.E.
FL P.E. #69895
KENNEDY ENGINEERING, LLC
332 SW 7TH TERRACE
BOCA RATON, FL 33486
CA # 29980
PH: (561)573-1679
EvanKennedy1@gmail.com
GENERAL NOTES:
1) DESIGN AND CONSTRUCTION SHALL CONFORM TO THE FOLLOWING REQUIREMENTS:
- FLORIDA BUILDING CODE (FBC) 6TH EDITION (2017)
- ASCE 7-10
- DESIGN WIND PRESSURES DERIVED FROM ASCE 7-10 AND PER FBC SECTION 1609
- ULTIMATE WIND SPEED: 170 MPH
- RISK CATEGORY: II
- EXPOSURE CATEGORY: C
2) EXPANSION BOLTS SHALL BE GALVANIZED HILTI KWIK BOLTS OR APPROVED EQUAL W/ 4-1/2" MINIMUM EMBED
3) INSULATE ALUMINUM MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS.
4) CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AFTER 28 DAYS.
5) SOIL BEARING CAPACITY FOR FOUNDATIONS: EXISTING, ASSUMED TO BE WELL COMPACTED AT 2,000 PSF
6) FOOTING HAS BEEN DESIGNED PER FBC 1819.7.
7) ENGINEER HAS NOT VISITED THE JOB SITE AND SHALL NOT BE HELD RESPONSIBLE OR LIABLE IN ANYWAY FOR ERRONEOUS OR
INACCURATE DATA OR MEASUREMENTS THAT HAVE BEEN PROVIDED BY THE CONTRACTOR. WORK SHALL BE FIELD VERIFIED BY
THE CONTRACTOR AND THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.
04-28-20
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY EVAN
KENNEDY, P.E. ON 04-28-20 USING A DIGITAL SIGNATURE.
PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED
AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY
ELECTRONIC COPIES