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10180863_2230 W. COTTER - Plan
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10180863_2230 W. COTTER - Plan
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Last modified
5/5/2021 8:55:16 AM
Creation date
10/25/2020 5:21:12 PM
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Plan
Permit Number
10180863
Full Address
2230 N Cotter St
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SOLARMOUNT Technical Datasheets •°UNIRAC <br />: SolarMount Mid Clamp <br />Part No. 302101 C, 302101 D, 302103C, 302104D. <br />302105D, 302106D <br />Mid \1 <br />Climp <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 W-20 T-bolt and one %"-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 />1.00 DISWOE --- -- - <br />COWEEN MODULE$ 1 n - <br />1 WN <br />1 <br />Y <br />.L- 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, 2 520 (2313)229 (1017)2.27 346 (1539)0.665 <br />Sliding, Xt 1194 (5312)490 (2179)2.44 741 (3295)0.620 <br />SolarMount End Clamp <br />Part No. 302001 C, 302002C, 3020020, 302003C, <br />302003D, 302004C, 302004D, 302005C, 302005D, <br />302006C, 3020060,302007D, 302008C, 302008D, <br />302009C, 302009D, 302010C, 302011C, 302012C <br />1 <br />»d Clamp <br />- Serrated ,»·<Za <br />Flange Nut /V <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 W-20 T-bolt and one W-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 />- 1.9 - <br />DI=)U. 1 <br />r4 . <br />=: f <br />wm, <br />HO(*U <br />TH/*HESS1 -- l <br />Dimensions specifiaimigiaies-Umless-not@d <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 />Bolt <br />clihge Nud J] <br />'t <br />Beam
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