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15-16729
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15-16729
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Last modified
2/21/2017 12:53:23 PM
Creation date
2/21/2017 12:53:22 PM
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Building Department
Building Department - Doc Type
Permit
Permit #
15-16729
Building Department - Name
HUDGINS,DREW
Address
38453 5TH AVE
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��I04/2015 10:51 727$63427^a �$C SUPPLY t� zNC PAGE 05f25 <br /> �7271.9 R3 <br /> � C19��-1.7 <br />� . 3.2fl.15 <br /> Page 2 of 3 , � <br /> Manufactt�rer: Uz�ao�a Coxr�uaa#ing Comgany . ; ' <br /> . •� , <br /> Product Name: Msste�cR�ib�ayue� � , <br /> $au�el Descz�ii tion: 36"wide eovem wi�3l4"lu h ribs at 9"o.c. ' <br /> P � � <br /> �at�a�s: Min�imuna z9 ga., 80 ksi steel. Gralvabuzed coar.eci steel (AS'�vX A,653) <br /> or Galvalume coated steel {AS'�Vt A.'7�,�) qx pa�ted stee� (,A.S'�'� <br /> A,755). � <br /> �iew Underlayment: Minimum undex�ayx���►t e►s p�x ��3C 200? Section i507.4.5.1. <br /> �R�quized�ax�aew constxuctinn and opi�anal for rerooft�g ccrostruction. <br /> �xisting Underlayment: One lay�r of aspbislt sb�es ave�r a�ae�ayex o�'#34 fe�t.Fox reroofing <br /> (�P��? caaastru�ion�y. � . <br /> Deck bescri�tio�: Mx�. �5/32" tJJ�u�ic� ApA rated plywoad or min.�3/�' t�iick wood�lank <br /> . {z�,'ua SC',.� Q£ 4.a2) �ar new and existmg constnicti.ans. Desi�g�ed by <br /> ot�ers arad i�astal.lcd as pcx FBC 2014. � <br /> Slope: 112:12 or greater in accordanc�wifh FSC 2014 Seetion 1�07.4.2 , <br /> D�sign U�lift pressure: 45.�psf�a �astener sgacing of 24"o.c. <br /> • �actvz o�Sa�ety=2) 113,i�sf @ fasteuer sZracin�of 12"o.c. , , <br /> i <br /> •t�= <br /> �'an�l Attachment: #9-15 or#�Q-X4� �.S"�oz�g wood screw with washer . <br /> At�a�ael ends @ S.S"-3.5"-5.5"a.c.a�ross�an�l width <br /> t�t intexmedi�ate a(�9"o.�.ac�ross panel widt� <br /> 5idela�Attacb�zrs�o.t. �/4"-14�;7/8"lo�g�aDS with was�er @ me�:24"a.c. <br /> Test Sta�,dazds: Rovf assembly tested in accoxdance wi�U.[,580-94�`Up�ft Resist�nce <br /> of Roof Assemblie$', U�,�$97-9$ `Upl�ft �'�sts for Roof Covering <br /> �ystems°and FM 4470 Sectaax�S.S`Resistance to Foot Tra�ic'. <br />, Co�e Compliance: The roduct described hereup,�as doxnosastrated�o liance with FBC <br /> � � <br /> � 20I4 Sec�ioz� �507,4 • <br /> Pzoduct Linutations: Design wind loads s�al,t be detez�oo►i�aed�or each projecE iu accordance <br /> , wi#h FBC 2014 Section,1649 or AaCE�7-�0 usiz�g al�awab�e sfiess <br /> design. Tlie maximu�m fastener sg�cit�g Usted hexei� sha11 noi be <br /> exceeded. This �rvduct is uot apprQved £or use iva tb�e H'igh VeloGity <br /> �u�rciicame Zone. Fire elas�ification is not wirhir� scope o� t�i�s <br /> Evaluation Itepart. �t,efex to k'�3C 2014 Se�etio� 15Q5 a�nd cu=reat <br /> . approved roofing m�teri�s directory vz .A,S'� �108/�JL790 re�ort <br /> � #xom a�accredited iaboratory for�re ratiu►,�,as o;ftb�is p�nad.uct. , <br /> '��.r" <br />
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