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13-14610
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13-14610
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Last modified
7/24/2014 10:17:50 AM
Creation date
7/24/2014 10:17:47 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
13-14610
Building Department - Name
HOWELL,DAVID
Address
37606 GILL AVE LOT 270
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uN N <br /> ���� <br /> Introduction <br /> The MasterRib� panel is an industry leader in strength and durability. 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-lap pravides 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 /> The MasterRib� panel is available in 36"coverage. The panel has five major support ribs at 3/a"high that add <br /> rigidity and strength to the panel. <br /> � 9� � <br /> �3/4° <br /> � Coverage 36" —I <br /> MasterRib�is Metal Construction Association certified. Below is a list of all of the M�sterRib�panels approvals <br /> and certifications. <br /> „__..�__.�_._._� <br /> • Dade County NQ�-#k(17-n713.03&ASCE 7-98 Compliant .� <br /> • Florid �trfi1"ding Code Approval #FL4586.3,#FL9555.2,#FL9555.3, <br /> # 555.4,#FL9555.5,#FL9557.1,#FL9557.2,#FL9610.4,#FL1 Q528. <br /> • T s Department of Insurance Approval #11�6._._.__----�-"" <br /> ,_. __ <br /> _..... -- �._ <br /> _� <br /> • UL 790 Fire Resi"stanc�Ct�ss A�- ��� <br /> • UL 2218 Impact Resistance Class 4 <br /> • UL 580 Uplift UL Class 90 CONSTRUCTION#5&� <br /> 1 li <br /> �j�`�;�, �,?,�5�,� . <br /> �d�� �ILL,� �<l�, , <br /> Allowable Uniform Loads Per Square Foot �r�1 ��F�,1/'��t��>���5,�l� l�" `�jT <br /> LlVE LOAD {PSF) WIND ��11� �'�5 Ull� <br /> SPAN oNCHES� 18" 24" 3Q" 36" 48" 54" 18" 24" 30" 3 ' C <br /> 29 Gauge 199 112 7i 49 28 22 211 118 76 52 29 3 <br /> 26 Gauge 268 150 96 67 37 29 276 5 99 69 38 30 <br /> NOTES: , �/j�y ���� <br /> 1 Theoretical allowable loads are based on section properties and allowables calcul�t�c�p/�,ccbfe4'an5e witM�D07 AISI S ecifications. <br /> 2.Theoretical allowable loads are based on three or more uniform spans. �"►'S ��AL'�� <br /> 3.For roof panels,deduct self weight for actual'live load'capacity of the panel. �L,Q��'7 �Q <br /> 4.These�oads are for panel strength.Frames,purlins,decks and fasteners must be designed to res st��ed£irr}�dCo� � � <br /> 5.�heck local building codes if panel testing is required. �V�� �� � <br /> � =���� <br /> �e <br />
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