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Manufacturer: OVERHOLT ENTERPRISE OF FLORIM' <br /> ,Product Report <br /> ARCADIA, FL 33266 <br /> Florida ' • • Approval #1. .+ • • 29GA Over 10,"PurlinsOver Plywood <br /> _____.... .th_ <br /> Compliant with Florida Building Code 2017(6 <br /> Compliant with Florida Product Approval Rule#61620-3 <br /> Compliant: Keystone Certifications Quality Assurance Program <br /> Product: Master Rib Min. 29GA Steel Roof Panel FBC Sec. 1507.4.2 <br /> Yield strength:80 ksi.min.;Applied over SYP 1x4 wood purlins,over one layer of <br /> shingles(optional),to penetrate through 4-PLY Plywood. CffV 0 <br /> 36"Coverage I�yi?f,`r :: :•:T. _ + . _ <br /> Rib Height 31C major rib @ 9"o.c. <br /> Corrosion Resistant Compliant: FBC Sec. 1507.4.3 <br /> Fastener 1(Methods 1):#10 X 1" HWH with Hilo threads and sealing washer,fastened beside each <br /> seam and intermediate rib. <br /> Fastener 2 (Method 2):#9-15 X 1-1/2" HWH Woodgrip with sealing washer or approved equal. <br /> Underlayment: To be compliant with FBC Sec.Chart 1S07.1.1 <br /> Shall be in compliance with FBC Sec. 1507. <br /> Install Details: Table A Allowable Loads METHOD 1 METHOD-2 <br /> DESIGN PRESSURE* -71.0 PSF. 431.0 PSF <br /> FASTENER PATTERN I 90-V-911_911 6"-3"6"-3"6"_3"6" <br /> FASTENER PATTERN SPACING 24"O.C. 12"Q.C. <br /> FASTENER SIZE - _#10: <br /> Reference Data:ARCHITECTURAL TESTING/INTERTEK(TST-1527) <br /> #H2623,01-450-44 UL 580-06/UL 1897-041 (2006/20121) <br /> Reference Data: FORCE ENGINEERING&TESTING,-INC.(TST-5238) <br /> #517-0175T-13 UL580-06/UL 1897-041 (2006/20121 <br /> ) Design pressure margin of safety 2:1 <br /> #517-0244T-13 FM4471-102 (19922) ' <br /> 1. UL 1897-04 is equivalent to test standard UL 1897-12 2. FM 4471-10 is equivalent to test standard FM 4471-92 <br /> LtMtTAT10N5 J. Undei'layment to be compliance with current Florida Building Code(FBC)2017 6TH ed..see Chart 1507.1.1 <br /> 2. Minimum slope to be compliant with Florida Building Code 2017 6th ed.,and per with Manufacturees'installation reference. <br /> 3. Products are compliant with State of Florida product approval per Rule 61G20-3. Compliance Method: 1-0 <br /> 4. Engineering analysis for"project specific approval by local authorities w/Jurisdiction is allowed by other registered engineers. <br /> S. Fire classification Is not part of this acceptance. Shear diaphragm values are outside this report. �tll.itttyrrr . <br /> 6. Support framing In compliance w/FBC 2017 6th ed.,Chapter 22 Steel,Chapter 23 Wood and.Chapte <br /> 7.This report does not imply warranty,installation,recommended product use outside of this to-. :s <br /> ', <br /> Certificate of Independence: �`• ;•.: EN.$' 4,• ' '',•�� Q"«, tip. .. �' <br /> Locke Bowden,P.E.does not have,nor will acquire a financial interest in any compa ?:rn yflifaciuri i" ti products under <br /> this evaluation. = 4 0- ' <br /> Locke Bowden,P.E.is not owned,operated,or controlled by any company,manufa, ".rerF.., distribikin produ" '':under this report. <br />