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10180969_2606 N. DEODAR - Plan (2)
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10180969_2606 N. DEODAR - Plan (2)
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Last modified
5/4/2021 8:34:20 AM
Creation date
10/25/2020 9:49:59 PM
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Permit Number
10180969
Full Address
2606 N Deodar St
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SOLARMOUNT Technical Datasheets :1: UNIRAC <br />A HICTI GROUP COMPANY <br />SolarMount Mid Clamp <br />Part No. 302101C, 3021010, 302103C, 3021040, <br />3021050,302106D <br />\ Jerratiq[Bdt <br />Wid \Flalbe Ntlk 5<7 <br />Clemp <br />1 <br />90* 1. <br />·5. <br />Beam <br />Mid clamp material: One of the following extruded aluminum <br />alloys: 6005-T5, 6105-T5, 6061-T6 <br />Ultimate tensile: 38ksi, Yield: 35 ksi <br />Finish: Clear or Dark Anodized <br />Mid clamp weight: 0.050 lbs (23g) <br />Allowable and design loads are valid when components are <br />assembled according to authorized UNIRAC documents <br />Values represent the allowable and design load capacity of a single <br />mid clamp assembly when used with a SolarMount series beam to <br />retain a module in the direction indicated <br />Assemble mid clamp with one Unirac 14"-20 T-bolt and one 1/11,-20 <br />ASTM F594 serrated flange nut <br />Use anti-seize and tighten to 10 ft-lbs of torque <br />Resistance factors and safety factors are determined according to <br />part 1 section 9 of the 2005 Aluminum Design Manual and third- <br />party test results from an IAS accredited laboratory <br />7 <br />Y <br />1 . <br />-- x <br />Dimensions specified in inches unless noted <br />Applied Load Average Allowable Safety Design Resistance <br />Direction Ultimate Load Factor,Load Factor, <br />lbs (N)lbs (N)FS lbs (N) ® <br />Tension, Y+2020 (8987)891 (3963)2.27 1348 (5994)0.667 <br />Transverse, Zi 520 (2313)229 (1017)2.27 346 (1539)0.665 <br />Sliding, Xi:1194 (5312)490 (2179)2.44 741 (3295)0.620 <br />SolarMount End Clamp <br />Part No. 302001 C, 302002C, 302002D, 302003C, <br />302003D, 302004C, 3020040,302005C, 302005D <br />302006C, 302006D, 3020070,302008C, 3020080 <br />302009C, 302009D, 302010C, 302011C, 302012C <br />01 Sen <br />Flans <br />/ <br />Y <br />-X <br />• End clamp material: One of the following extruded aluminum <br />alloys: 6005-T5, 6105-T5, 6061-T6 <br />Ultimate tensile: 38ksi, Yield: 35 ksi <br />Finish: Clear or Dark Anodized <br />End clamp weight: varies based on height: -0.058 lbs (26g) <br />Allowable and design loads are valid when components are <br />assembled according to authorized UNIRAC documents <br />Values represent the allowable and design load capacity of a single <br />end clamp assembly when used with a SolarMount series beam to <br />retain a module in the direction indicated <br />Assemble with one Unirac M"-20 T-bolt and one %"-20 ASTM F594 <br />serrated flange nut <br />Use anti-seize and tighten to 10 ft-lbs of torque <br />Resistance factors and safety factors are determined according to <br />part 1 section 9 of the 2005 Aluminum Design Manual and third- <br />party test results from an IAS accredited laboratory <br />Modules must be installed at least 1.5 in from either end of a beam <br />8lt <br />_y4Clamp <br />ated <br />ve Nut 11 <br />1.3 <br />M[*0*UN1 17 <br />1 <br />ARIES IC TT- 1 <br />WITH I <br />Moouu <br />Dimensions specitted-im--mches-unless-noted <br />Applied Load Average Allowable Safety Design Resistance <br />Direction Ultimate Load Factor,Loads Factor, <br />lbs (N)lbs (N) FS lbs (N) ® <br />Tension, Y+1321 (5876)529 (2352)2.50 800 (3557)0.605 <br />Transverse, Zi 63 (279)14 (61)4.58 21 (92)0.330 <br />Sliding, Xi 142 (630)52 (231)2.72 79 (349)0.555 <br />a
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