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10180827_2302 W. HEMLOCK - Plan (2)
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10180827_2302 W. HEMLOCK - Plan (2)
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Last modified
5/5/2021 8:24:21 PM
Creation date
10/25/2020 9:49:43 PM
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Plan
Permit Number
10180827
Full Address
2302 W Hemlock Way
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ma UNBRAC1I(106,2#,45*)422*49,:i.1,7,3,,1..*3?rit, A-:".9.*P.:sild:.?,t'.3,#,1'i;jft·fk;tf '' U,· -f; !, ''.ii *17·&PNFr .,.4/.#5*solARMOUN#Jadli Aidal {Dataiheatil <br />A '11111 •a:.wi '.t]M'*N <br />SolarMount Technical Datasheet <br />Pub 110818-·Itd Vl .0 August 2011 <br />SelarMount Module Connection Hardware 1 <br />Bottom Up Module Clip . 1 <br />2Mid Clamp <br />End Clamp 2 <br />SolarMount Beam Connection Hardware 3 <br />L-Foot -3 <br />SolarMount Beams 4 <br />SolarMount Module Connection Hardware <br />SolarMount Bottom Up Module Clip <br />Part No. 302000C <br />/ ' Washer ·Bottom Up Clip material: One of the following extruded aluminum <br />Bottom .ifiut (hidden..se alloys: 6005-T5, 6105-T5, 6061-T6 <br />Up Clip / 1 5te-*) •Ultimate tensile: 381<si, Yield: 35 ksi <br />· Finish: Clear Anodized <br />· Bottom Up Clip weight: -0.031 lbs (149) <br />· Allowable and design loads are valid When components are <br />assembled with SolarMount series beams according to authorized <br />UN[RAC documents <br />· Assemble with one %1,-20 ASTM F593 bolt, one 1/7-20 ASTM F594 <br />serrated flange nut, and one 34" flat washer <br />· Use anti-seize and tighten to 10 ft-lbs of torque <br />»4 ·Resistance factors and safety factofs 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 />Module edge must be fully supported by the beam <br />Beam <br />TA't <br />* NOTE ON WASHER: Install washer on bolt head side of assembly. <br />DO NOT install washer under serrated flange nut <br />A <br />-X L <br />' 1 <br />ir - <br />1.24 <br />1.co <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+1566 (6967) 686 (3052)2.28 1038 (4615)0.662 <br />Transverse, Xi 1128 (5019)329 (1463)3.43 497 (2213)0.441 <br />Sliding, Zi 66 (292)27 (119)2.44 41 (181)0.619 <br />Dimensions specified in inches uhless noted <br />¢94 546%%04 .34233*»**3*.· <br />94·;39"13<4£44: <br />uiy.96%426%*SS'$.2... - <br />*. My# <br />933'lEt
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