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15-16805
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2015
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15-16805
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Last modified
2/22/2017 9:59:26 AM
Creation date
2/22/2017 9:59:26 AM
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Building Department
Company Name
ZEPHYR HEIGHTS
Building Department - Doc Type
Permit
Permit #
15-16805
Building Department - Name
COLANDRIA JR,LOUIS & DARLENE
Address
5410 SATSUMA DR
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� . AL 7271.9-R3 <br /> • � � C1999-17 <br /> � •3.20.15 <br /> Page 2 of 3 <br /> Ma.ntxfsct�rer: Union Coirugating Company <br /> Product Name: MasterRib Panel <br /> Panel Descciptiou: 36"wide co�verage�arit�3/4"high z�bs at 9"o.c. <br /> Materials: Minimum 29 ga.,�80 ksi s#e�eL Gralvanized coated steel (ASTM.A653) <br /> � or Galva'lume coated steel (ASTM A792) or painted�steel (ASTM - <br /> , A755). . <br /> New C7nderlaymen� Minimum underlayment as per �BC 2007 Section 1507.4.5.1. <br /> . - Required,for new construction and agtional for resooTag cons�ction. <br /> � Existing Underlayment: One la�er of asphalt shingles over one layer of#30 fe1t.For'reroofing <br /> �aptfOII81� Cbi�,StrtlCtiOn oA�y. . � � <br /> becic besoripLion: Min. 15/32" tbick A�A zated plywood or man. 3/a' tbick wood plank <br /> (min SG of 0.42) for new and existing constructions. D�signed by <br /> ativers and instalted as per�BC 2014. <br /> Slope: 1/2:12 or greater in accordance with FBC 2014 Section 1507'.4.2 <br /> Design Uplift Press�e: 45.0 psf @ fastener spacing of 24"o.c. � � <br /> (Factor of Safety=2) 113.1 psf�fastener spacing ef 12"o.c. �' <br /> Panel Attachmenr #9-15 or#10-14 x 1.5"long wood screw with washer � <br /> At panel ends @ 5.5"-3.5"-5.�"o.c.across panel width , � <br /> A,�intcrmcdiate @ 9"o.c.across panel width � - <br /> Sidelap Attachment: 1/4"-14 x 7/8" long SDS�ovvith�arasher @ ma�r 24" �.c. <br /> Test Standards: Raof assembly tested in accordance with iJLS80-94 `Upiift Resistance <br /> of �oof Assemblies', i3L1897-98 `Uplift T�ests for Roof Covering <br /> S�stems' and FM 4470 Scction 5.5 `Rcsistanc�td Foot Tiaffic'. <br /> Cod.e Campliance: The product descsibed herein has demonstrated compliance with FBC <br /> �2014 Section 1507.4 • <br /> product Limitations: Design wind laads shall be dete�mined for each project in accordance <br /> � wirh FBC 2014 Section 1609 or A5Cfi•7-IO rzsing allo�a►able stress <br /> • design. The maximum fastener spacing listed herein shali not be <br /> exceeded. This praduct is not approved for use in the Hig� Velocity <br /> T�iuricane Zone. Fire classification .iS riot a►ithin scope of this - <br /> Evaluation Report. Refer to FBC 2014 Section 150S and cwrrent <br /> �pro�rcd zoofing matcriaLs dircctory ar AS�'M E108/CTL790 tepart <br /> from an accredited labora.tory for fire zatings of this product.. , .,, <br /> . �� 1 <br /> b0/Z0 39dd �NI D� I��ddf1S �Sd £LZb£98LZL 8E=6A 5L0Z/bZ/LZ <br />
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