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15-16829
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15-16829
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Last modified
2/22/2017 11:09:14 AM
Creation date
2/22/2017 11:09:13 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
15-16829
Building Department - Name
STONE,ALLAN K & SHIRLEY J
Address
5101 5TH ST
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1 <br /> �Y���"� =�.��..�. <br /> �� � <br /> �orae Engrn�ee`rir�g&1"esti,ag Ic�c. <br /> 19530 Etumbinwood Dr3ve <br /> YYumbla,TX 77338 <br /> Quality Assurance Entity: The manufacturer has establ�shed cdmp)iance oi roof panef producCs in <br /> attordance with the Florida Buil�iing Code and Rule 61G20-3.D05{3}fo�• <br /> manufacturing under a quality a:csurance program aucfit�d by an appro��ed <br /> quality assurance entity. <br /> Minimum Slopo Range: Minimum Slope shall compiy with Florida Building Code 2014,incl��ding SecCfon <br /> 1515_Z.2 and in accordance wi�i�Manufacturers recammendations. Fc r slopes <br /> less then 3:�Z,lap sealanC must he used in the panel s(de laps. <br /> Inscaflation: Install per manufacturer`s recorr�mended detaits and R,AS 3.33. <br /> underlayment: Per ManuPacturer's installation E;uidelines per F�orida euilding Code 2D:�4. <br /> Fire��rrler: Any approved fire harrier having a current IVOA. Refer to a current fire directory <br /> listing for fire ratings of this roofing sysYem assembly as well as tha loca tion of <br /> the fire barrier within the assembly. fire classiflcatlon is not parC ofi th s <br /> accepCance. <br /> 5hear oiaphragm: Shear diaphragm values are out<�ide the scope nf thts report. <br /> Design procedure: Based on the dimensions of the�tructure,appropriate wlnd foads are <br /> determ�ned using Chapter 16 of tfte Florida euilding Code 2014 for rooi`cladding <br /> wind(oads.These component wlnd loads for roof cfadding are cornpar�:d to the <br /> allowable pressure fisLed above.The design protess�onal shall sele�t'Ch+: <br /> appropriate erectlon details to reference tn his draw�ngs for prope�r fas:ener <br /> attachment to his structure and analyze the panel Fasteners for pullout and <br /> pullover.Suppor[framing must ae in compllance with Florida Buiiding�:odE 2014 <br /> ChapLer Z2 for steel,Chapter Z9 for wood and ChapCer 16 for stru�tural loading. <br /> ,����►t tiE�r�i t��s <br /> e� ��..�W �yi� <br /> �t R:�='� al . <br /> .,d Q�• � G� N S Ea .¢�''�s <br />, `�tc�, V '.� r <br /> v <br /> W IW��� / /_, � <br /> i w <br /> w <br /> ( �"y � `����.0 <br /> \ (,l w * . <br />' +" '�' STATE QI' :tk.:' <br /> � <br /> �r r +w <br /> ��0�'���+d R,Y.���'•�"�i�w <br /> SUMOfYi� +j� • �' �• <br /> �u�Y�'N +���yy 4�Y I1{���5��� <br /> �'�.#1�63.1 uz June 1$,2015 <br /> TTI9C� ���d t��nr�aI�^Jfl�t' Q3�Ntl(1Q� 6bLb8b9E98 sr��5i SZea�it�se <br /> � <br />
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