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<br />I <br /> <br />I <br /> <br />> <br /> <br />,., . &. <br /> <br />- <br /> <br />PTC,LLC <br /> <br />Engineering Evaluation <br />Rational analysis for design pressure rating <br /> <br />Project No.: 306-0718 <br />Report No.: 507 A <br /> <br />Manufacturer: ASHE Industries Inc. <br />4505 Transport Drive <br />Tampa, FL 33605 <br /> <br />Product(s): <br /> <br />1 %" x 12- Raiser roof pa1e1 (.024, .032, .040 and .050 thick) <br />1 %- x 12- Raiser roof panel (.024, .032, .040 and .050 thick) <br />3" x 12' Raiser roof panel (.024. .032, .040 and .050 thick.) <br /> <br />CompI"nce: <br />This report is issued to comply with the requirements of the F10rida Department of Community Affairs for Statewide <br />Acceptance per method 1 (d), rule 9B-72.070. The product listed herein has demonatrated compliance wIIh 1he 2004 <br />Florida Building Code, chapter 16, 17 and 20. This ia a one of 8 kind analysis and ia applicable only to the produds <br />described herein. <br /> <br />Scopo: <br />This report analyzes the free span capacity of the above mentioned roof panels when attadled to a host building. The <br />following design criteria ia used for analyzing these panels per ASCE 7-02 and FBC: <br />. Importance factor: .n <br />. Exposure CategOI)' Band C .. <br />. WIOd zone: 100, 110, 120, 130, 140 and 150 mph <br />. Dead load; 10psf <br />. Live load 20psf for wind speed up to 12Omph, 30psf for wind speeds higher than 130mph <br />. Wind load: In accordance with FBC tables 2002.4 and 2002,44A <br />. Maximum mean roof height: 25ft <br />. Slope: Minimum ~:12 Or~. per foot. Maximum 4:12 or 4. porfoot. <br />. Minimum thickness: .024' thick when used in exposure B and .032- when used in exposure C. <br />. Deflection: Wind speed <: 130, deflection 1/120; wind speed>13O detledion 1/180. The <br />maximum of live load or windload is applied to determine deflection. <br /> <br />4' , <br /> <br />G.".,.,,' Not8t1: <br />. End user/contractor shall verify structural Integrity of host snudure. <br />. The 2004 FBC, the AAF Guide 10 Aluminum ConB1nJction in High Wnd areas and the Aluminum Design <br />Manual are used as referenc:e material for this 8n~sis. <br />. Details shown in this document are for lluatratlon purposes only and are not to acale. <br />. Proper care must be taken to provide for dead, live and w1nd1oad during construction. This is the <br />rMPOOaibility of the contractor or the architect or engineer of record. <br />. Where aluminum is installed In contact with dissimilar materials; aluminum must be painted or sealed In <br />accordance with the FBC in order to avoid corrosion and to keep dissimilar material aeparated. <br />. FasCia board used to install these roof panels must anchored to each truss or rafter with two (2) %" lag bolts <br />wi1tl %- dia. Stainless sleel washers and sufficient length to achieve a 2' minimum embedment. <br />. For concrete installation use ~. T aprons with %' dia. Nylon or neo washera and sufficient length to achieve <br />a 1 '14. minimum embedment two anchors at eech location every 12., <br />. Beams. columns and purlins must be capped and are the responsibility of the contractor or the 8{Ohill!Ct 'oi" . <br />engineer of record. . '.. - - <br />. Existing structure maximum overhang is 2..,' \.. - ,," - . . . - <br />, .. Existing trusses or rafters to be located 24" max. O.C. ..' v.:.-........ ", <br /> <br />..: <br /> <br />10(6 <br /> <br />1535 N. Cogswell St., Su. C25 <br />Rockledge, Flori" 32955 <br />Phone: 321-690-1788 FlU: 321-690-1789 <br />FBPE CntificlllE of Authorization 25935 <br /> <br />.. -...... --- .-. . -. <br /> <br />~ :'/. /g- ~;(~ .' ':='" ~ <br />~-~~..,-_. <br />u.4 ri..s....-O::Otriw:E,: :.,..' :--}" <br />Flo~ "'l9-::68i4. .... ~...., <br /> <br />"1~-,.'" <br />............ <br /> <br />'-I <br />