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06-6263
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06-6263
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Last modified
3/6/2009 4:17:12 PM
Creation date
6/21/2007 8:26:07 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
06-6263
Building Department - Name
THAKRAR,JOSH
Address
40417 CHANCEY RD
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<br />VULCAN STEEL STRUCT. <br />500 VULCAN PARKWAY <br />ADEL, GA 31620 <br /> <br />DATE: <br /> <br />9/14/06 <br /> <br />PRINS TON CONSTRUCTION <br />Re: JOB NO. 16439-3 <br />BUILDING SIZE: <br />WIDTH 45 <br />LENGTH 180 <br />EAVE HT 18 <br /> <br />ft. <br />ft. <br />ft. <br /> <br />JOBSITE <br /> <br />ZEPHYRHILLS, FL <br /> <br />To Whom It May Concern: <br /> <br />This is to certify that the above referenced building is designed <br />in accordance with the order documentation, the Ninth Edition of <br />the American Institute of Steel Construction (AISC) "Manual of Steel <br />Construction" and the 1986 Edition of American Iron and Steel Insti- <br />tute (AISI) " Cold Formed Steel Design Manual. "The basic loads <br />of the subject building meet or exceed the minimum county climatic <br />data as published in the 1996 edition of the MBMA "Low Rise <br />Building Systems Manual If. <br /> <br />The criteria for application of design loads are follows <br />Governing Code FBC 04 <br /> <br />Roof Dead Load <br /> <br />2 psf plus wt. of metal bldg structure <br /> <br />Live Load based on the tributary area : <br /> <br />o - 200 sq. ft... ......20 psf <br />201 - 600 sq. ft...... .See Sec 4.9.1 of ASCE 7-02 <br />over 600 sq. ft....... .12 psf <br /> <br />Collateral Load o psf / Roof Snow Load <br />INind Load (3 sec gust) 110 mph- Snow Exp. Fac <br />Enclosure Type Closed Snow Imp. Fac. <br />Wind Exp. Cat B Seismic Coef SDS <br />1Nind Imp. Factor 1. 00 Seismic Coef SDI <br />Ground Snow Load 0 psf Seismic Imp. Facl <br /> <br />o psf <br />N/A <br />N/A <br />.11 <br />.06 <br />1.0 <br /> <br />This Letter of Certification applies solely to the building and its <br />component parts as furnished by the Metal Building Manufacturer. Doors, <br />windows and louvers are not structural components of the building. <br />It is the responsibility of the owner to determine if wind lock <br />accessories are supplied if required. Certification specifically <br />excludes any foundation, masonry, or general contract work. <br /> <br />{!;;A~~~~ \ CHANDER P. NANGIApE <br />CHJ\!{&W 'p. GIA, .f4"20 Hal. lOW R!DGE DR.. <br />7423 HOLLO RIDGE DR. vs~r\"1 TX 77095 <br />HOU3TON . 77095 HOU 1\..;;'1, <br />, 1.1iJ~~ FlORlD{\. p~-:., r.- ".~ <br />5t.-? ~ '\. <br />
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