HomeMy WebLinkAboutWind Loads LetterSui'ie 09, 513 US 1, North Palm Beach, Florida 334k
( Phone: 561-881-8999 • Email: amorganservices@gmail.com
— Certificate of authorization #26093
Andrew Morgan Services
Date: March 17th, 2015.
Mr. Allan Ball,
Mr. Mike Fishkind,
Re: National Navy UDT-Seal Museum, 3300 North Highway AIA, Fort Pierce FL 34949.
Wind loads on the storefront, east elevation. Reference Detail 1/A304.
Design wind loading.
The design wind load is based on the following;
Florida Building Code 2010.
ASCE 7 10 Wind loading, Chapter 30.
Ultimate wind speed = 170 mph, ASD wind speed = 134 mph.
Risk Category IL Exposure D.
Enclosed building, internal pressure coefficient = +/-0.18.
Mean roof height = 20 feet.
The basic ultimate velocity pressure = 67.9 psf.
For a storefront of 105 square feet (176" x 86") in wall zone 5, the required wind loads on the storefront are
Suction 64.3 psf,
Pressure 49.4.psf.
The Product Approval supplied is for a storefront rated for +/-70 psf.
Therefore, the product approval meets the wind requirements of the Florida Building Code.
Andrew Morgan, P.E.
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Suite 109, 513 US 1, North Palm Beach, Florida 33408
Phone: 561-881-8999 email: amorganservices@gmail.com
Andrew Morgan Services Certificate of authorization #26093
March 11, 2015.
Installation of roof structure at the Navy Seals Museum,',
This is to certify that the roof structure has been installed in accordance with the permitted drawing and the
requirements of the Florida Building Code 2010.
The roof structure consists of a steel deck supported on z-rafters. The zee rafters are supported on steel raking angles
which are bolted to the masonry wall.
Sincerely,
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Andrew Morgan, P.E.
#57171
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RECEIVED MAR 13 2015