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10179443_3102 S. BAKER - Plan (2)
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10179443_3102 S. BAKER - Plan (2)
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Last modified
11/19/2022 12:03:24 AM
Creation date
10/25/2020 9:44:15 PM
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Plan
Permit Number
10179443
Full Address
3102 S Baker St
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10179443 - Permit
(Permit - Plan)
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\Building\Permits\B\Baker St\3102 S Baker St
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SOLARMOUNT Technical Datasheets :i: UNI RAC <br />AHIt.TI GROUP COMPANY <br />SolarMount Mid Clamp <br />Part No. 302101 C, 3021010, 302103C, 302104D, <br />3021050,302106D <br />-5 <br />Mid'' <br />Clamp <br />4 Jermfbd· 4\Bolt <br />J <br />Beam <br />Mid clamp material: One of the following extruded aluminum <br />alloys: 6005-T5, 6105-1-5, 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 1/4„-20 T-bolt and one W'-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 , <br />LOO DESTANCE <br />DITWEEN MODULES I n I <br />TE <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, Zi 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 />3020030,302004C, 302004D, 302005C, 3020050 <br />302006C, 302006D, 302007D, 302008C, 3020080 <br />302009C, 302009D, 302010C, 302011 C, 302012C <br />Flange Nut '11. ·.t <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 1/7-20 T-bolt and one 1/7-20 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 />.#ftd Clamp4596nated .-- ,- <br />1.5 <br />MOCKu i <br />TH[OOESS <br />Dimensions specitted-*unches--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, Z+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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