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10181692_2026 E. 20TH - Plan (2)
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10181692_2026 E. 20TH - Plan (2)
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Last modified
5/1/2021 5:27:33 PM
Creation date
10/25/2020 9:53:20 PM
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Plan
Permit Number
10181692
Full Address
2026 E Twentieth St
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SOLARMOUNT Technical Datasheets :i: UNI RAC <br />A tl ILII GRDUP toMPAN¥ <br />SolarMount Mid Clamp <br />Part No. 302101 C, 3021010, 302103C, 3021040, <br />302105D, 302106D <br />29£ j <br />di <br />Clamp <br />B <br />Y <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 damp with one Unirac W"-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 fesults from an IAS accredited laboratory <br />1.00 DISTANCE - - <br />Ser.'422 1 MODULES '-.4 x <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, X:1194 (5312)490 (2179)2.44 741 (3295)0.620 <br />i x <br />Dimensions specified in inches unless noted <br />SolarMount End Clamp <br />Part No. 302001 C, 302002C, 3020020, 302003C, <br />3020038,302004(,3020040,302005C, 3020050, <br />302006C, 302006D, 302007D, 302008C, 302008D, <br />302009C, 302009D, 302010C, 302011 C, 302012C <br />- /Edt <br />>41 <br />-Serrated 1/ <br />Flange Nut 7 <br />1-* Bed?k X.2 <br />Y <br />A <br />-X <br />End clamp material: One of the following extruded alummum <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 14"-20 T-bolt and one 97-20 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 />MUORUH <br />fl <br />1.-1:.1 k <br />ME]Wr ET- 1 <br />VARIES $ FWITH <br />MODULE <br />THICKNESS f I <br />Dimensions specifiEFEIEMEOMI@Enoted <br />Applied Load Average Allowable Safety Design Resistance <br />Direction Ultimate Load Factor,Loads Factor, <br />lbs (N)lbs (N)FS lbs (N) O <br />Tension, Y+1321 (5876)529 (2352)2.50 800 (3557)0.605 <br />Transverse, Z+63 (279)14(61)4.58 21 (92)0.330 <br />Sliding, Xi 142 (630)52(231)2.72 7gi (349)0.555 <br />e <br />a
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