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15-16059
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15-16059
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Last modified
3/21/2016 11:11:48 AM
Creation date
3/21/2016 11:11:47 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
15-16059
Building Department - Name
CALLOW,JESSIE
Address
5849 BEECH ST
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� <br /> � <br /> UiV10N <br /> eoaauc,nnvc cannaanir <br /> � Introduction <br /> The �MasterRib� panel is an industry leader in strer�gth and durabiiity. This popular and versatile panel <br /> features classic looks and is used in a wide range of applications including residential,commercial,and post- <br /> frame buildings. MasterRib� was designed with extra-wide ribs to increase strength and ease handling and <br /> installation. In addition,the oversized anti-siphoning channel on the under-fap provides extra leak resistance <br /> in the presence of extreme wind and rain loads. <br /> MasterRib� is available in 19 different paint colors and in both 26 and 29 gauge steel. It is also available in <br /> unpainted Galvalume�or unpainted galvanized. Our paint system and Galvalume�substrate are individually <br /> covered by a limited warranty. Please see our color chart for details on our paint system. <br /> �iJI��2�dG SrdA�.��C�i�SPi,`I WI'i'T�i <br /> The MasterRib� panel is available in 36"coverage. The panel has fiv�n�j:�u'p�3d��1����'#�igh that add <br /> rigidity and strength to the panel. EL�CTRICAI.>pI.UId�B�NG ANID <br /> I �_ 9„ __� <br /> ;VI�CHAI4���'.C�'�ES. <br /> � �3/4' <br /> � Coverage 36" � <br /> I ' ��VI�1�' t�ieT� f `!� <br /> �ETY O��pMY-- lLLS <br /> MasterRib�is Metal Construction Association certified. Below is a list of-�f�i�t�l���l�°pan app.e�vals <br /> and certifications. <br />� <br /> • Dade County NOA� 0 . CE 7-98 Compliant � <br /> - Florida Buildin ' e.Approval#FL4586.3,#FL9555.2,#FL9555.3, <br /> #FL9555.4, 9555.5,#FL9557.1,#FL9557.2,#FL9610.4,#FL10528.1 <br /> • Texas Dep rtment of Insurance Approvaf#116 <br /> • UL 790 Fire ce Class A <br /> • UL 2218 Impact Resistance Class 4 <br /> • UL 580 Uplift UL Class 90 CONSTRUCTION#584 � <br /> A�L�o <br /> � <br /> co� .q�. s� <br /> Attowable Uniform Loads Per Sauare Foot ��po�q�'G o�l�o <br /> .� To c <br /> LIVE LOAD (.PSF� WIND L T�, <br /> SPAN aNCH�s3 18" 24n 30" 3b° 48" 54" 18" 24" 3�" 36 ' ��L <br /> 29 Gauge i 99 7 7 2 71 49 28 22 � 2'i 1 118 76 52 24 q��G <br /> 26 Gauge 268 15Q 96 67 37 29 276 99 69 38 3 <br /> � . <br /> NOTES: �� �� �Q <br /> , 1.Theoretical allowable loads are based on section properties and allowables calculated'�y�SoY�'an�e v�1F�01 AISI Specifications. <br /> 2.Theoretica(apowable loads are based on three or more uniform spans. � ��'+'� �'� <br /> 3.For roof panels,dedud self weight for actual'live load'capadty of the panel. ISIL -� <br /> 4.These loads are for panel strength.Fremes,purlins,detks and fasteners must be designed to resi � ads�p-o d o�panet. <br /> 5.Gheck local building codes if pane!testing is required. ����Y/�C j <br /> s •J <br /> _ - --.. . . . � �, <br />
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