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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 />REVIEW DATE:~J.. <br />CITY OF ZEPHY . . 4 <br />BUILDING OFFICIAL .~ <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 ". <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 0 psf J Roof Snow Load <br />Wind 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 />Wind Imp. Factor 1.00 Seismic Coef SDI <br />Ground Snow Load 0 psf Seismic Imp. Fac1 <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 />C..l'.");~. e.r..c, .J.c' y.~ <br />~/~;-YJIi ,. ~~/ <br />, ~'~&D~/ ~/~ ,.. <br />~~3 D HO~LO'. RIg~~' DR <br />HOUSTON, T_ 77095 <br />). ~~~" <br />S~? ~ <br /> <br />CHANDER P. NANGlApE. <br />7ft23 HOLLOW RIDGE DR. <br />HOUSTON, TX 77095 <br />FLOR1Df\ F:~~- ::~: ,... ~ IV. 0, <br />
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