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15-16812
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15-16812
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Last modified
2/22/2017 10:18:17 AM
Creation date
2/22/2017 10:18:16 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
15-16812
Building Department - Name
HARBER,ROBERT
Address
5848 BEECH ST
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� FL 7271.9-R3 <br /> . . ' C1999-17 � <br /> � ' , �3.20.15 <br /> ' �age2�f3 <br /> Manufactx�rer Union Coizugating Company . "�: <br /> Fraduct Na�►e: MasterR�b Pauel � <br /> Panel bes�iptiou: 36"wide co�vea�age�a►�ith 3/4"l�agh ribs at 9"o.c. <br /> Materials: Minimum 29 ga.,�84 ksi s#eeL Gralvaaized costed steel (AS�.A653) <br /> or Galvs'lunne coated steel {ASTM A79B) o�r pain4ed�steel (ASTiUi - <br /> . A755). . . <br /> I�e�ov C7n�d�r]aynaen� Mi�simum underlaymeat as per FBC 2407 Section 1507.4.5.1. <br /> . " Required for new consbuction�nd vg�ion�al f�retoofing caa►s�ction. <br /> � Existing lU'nder�y�nent: One la�er of asphalt shingles ov�r one layerr of#30 felt For'reroofing <br /> (Optional) con�trv�tion oniy. . ' <br /> �eck Descaiption: Min. 15/32" t�ick A�A rated plywood or mice. 3/�0' ttbiick wood plmn� � <br /> {min SG of 0.42) for new and euisting constructions. D�signed by <br /> athe�s and instalYed as p��BC 2014. <br /> Slope: 1/2:12 or greater in accordance witb�C 2014 Section 1507.4.2 <br /> Design Upiift Press�e: 45A psf @ fastenea�spacing of?A"o.c. � . <br /> (Fa�tor of Safety�2) 113.1 psf�fast�ner spacing af 12"a.c_ <br /> . . �' <br /> Panel Attachmenr #9-�5 or#10-I4 x 1.5"long waod screw with vvas}�r � � <br /> At p�nel ends @ 5.5"-3.5"-5.�"o.c.�cross panel width , � <br /> At nntcrnacdiat� @ 9"o.c.acrnss�aue1 width - - _ <br /> Sidelap Attaehment: 1i4"-14 x 7/8"ipng SDS�ovi#h arasher @ ma�r 24"�.c. • <br /> Test Standards: Roof assembly teste�in accordance wath[JL58U-94 `Uplift Resistance <br /> of �oof Asse�blaes', i3La897-98 `Uplift Tests for Roof Coverin� <br /> Systems'end FM 4474 Scction 5.5 `Rcsistanct tv Faoi Tiaffic'. <br /> Code Compliaiace: The prodt�ct described herein has demonsta-ated coffipliance with FBC <br /> �2014 Section 1507.4 • <br /> Product Limit�tions: Desig�wind laads shall be clete�mined for each proje�t in accordanee <br /> ' vviCb FBC 2014 Section 1b09 or ASCE•7-10 using allo�wable stress <br /> • design. The maxim�un fast�ner spacing listed herein s,hall mot be <br /> exceeded. This pxoduct is not approved for�se�in t�e High Velocity <br /> �uzricane Zone. Fire classi�cation is riot within scope of this <br /> , Evaluauon l�eport. Refer to �BC 2014 Section 1545 and c�rrent <br /> ap�eso�v'cti roofing �atsrials dinctoi3r or AS�'!UI•E108/CTI.790 repott <br /> from an accredite�d labaratc�ry for fire raAings of this product,. , -� <br /> . .� , <br /> bA/7A 7rlH.J `1NT fl.'l A"7.-I.�If7R 'li7H F17hCOG/7J OC:�Q CTL17/h7/TT <br />
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