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10179304_1408 W. 2ND - Plan
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10179304_1408 W. 2ND - Plan
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Last modified
5/2/2021 11:54:11 PM
Creation date
10/25/2020 5:15:39 PM
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Plan
Permit Number
10179304
Full Address
1408 W Second St
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SOLARMOUNT Technical Datasheets :1: UNI RAC <br />A HILTI GROUP COMPANY <br />SolarMount Beam Connection Hardware <br />SolarMount L-Foot <br />Pa, l No. 304000C, 304000D - - <br />Beaza.r <br />-e,.C--=illllllfll-F---- Bolt <br />L-Foot <br />Vierrated <br />Flange NuF <br />Y <br />L-Foot material: One of the following extruded aluminum alloys: 6005- <br />T5, 6105-T5, 6061-T6 <br />Ultimate tensile: 38ksi, Yield: 35 ksi <br />Finish: Clear or Dark Anodized <br />L-Foot weight: varies based on height: -0.215 lbs (98g) <br />Allowable and design loads are valid when components are <br />assembled with SolarMount series beams according to authorized <br />UNIRAC documents <br />For the beam to L-Foot connection: <br />· Assemble with one ASTM F593 %"-16 hex head screw and one <br />ASTM F594 %"serrated flange nut <br />· Use anti-seize and tighten to 30 ft-lbs of torque <br />Resistance factors and safety factors are determined according to part <br />1 section 9 of the 2005 Aluminum Design Manual and third-party test <br />results from an IAS accredited laboratory <br />A NOTE: Loads are given for the L-Foot to beam connection only; be <br />L.-4 sure to check load limits for standoff, lag screw, or other <br />attachment method <br />r 6 <br />101 <br />| <br /><11 , <br />L 2.01 4 <br />Dimensions specified in inches unless noted <br />Applied Load Average Safety Design Resistance <br />Direction Ultimate Allowable Load Factor,Load Factor, <br />lbs (N)lbs (N)FS lbs (N) ® <br />Sliding, Zi 1766 (7856)755 (3356)2.34 1141 (5077)0.646 <br />Tension, Y+1859 (8269)707 (3144)2.63 1069 (4755)0.575 <br />Compression, Y- 3258 (14492)1325 (5893)2.46 2004 (8913)0.615 <br />Traverse, X+486 (2162)213 (949)2.28 323 (1436)0.664 <br />0
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