417 S Clara St #2 - Plan - Laserfiche WebLink

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20 38 25 20 38 25 20 38 25 20 38 25 20 38 25 20 38 25 20 38 25 20 38 25 20 36 25 20 34 25 20 33 25 20 32 25 20 25 16 13 19 13 10 21‐27 43 30 22 43 30 22 43 30 22 43 30 22 43 30 22 43 30 22 43 30 22 42 30 22 39 30 22 37 30 22 35 30 22 34 30 22 33 30 22 33 20 13 26 15 10 28‐45 40 37 29 40 37 29 40 37 29 40 37 29 40 37 29 40 37 29 40 37 29 40 37 29 38 37 29 37 37 29 36 36 29 35 35 29 34 34 29 27 25 17 22 19 13 8‐20 36 24 19 36 24 19 36 24 19 36 24 19 36 24 19 36 24 19 36 24 19 36 24 19 36 24 19 36 24 19 34 24 19 33 24 19 32 24 19 24 15 13 18 12 10 21‐27 42 28 21 42 28 21 42 28 21 42 28 21 42 28 21 42 28 21 42 28 21 41 28 21 39 28 21 37 28 21 35 28 21 34 28 21 33 28 21 32 18 13 25 14 10 28‐45 38 36 27 38 36 27 38 36 27 38 36 27 38 36 27 38 36 27 38 36 27 38 36 27 38 36 27 37 36 27 35 35 27 34 34 27 33 33 27 26 24 16 20 18 12 8‐20 34 22 18 34 22 18 34 22 18 34 22 18 34 22 18 34 22 18 34 22 18 34 22 18 34 22 18 34 22 18 34 22 18 33 22 18 32 22 18 22 14 12 17 11 9 21‐27 41 27 19 41 27 19 41 27 19 41 27 19 41 27 19 41 27 19 41 27 19 41 27 19 39 27 19 37 27 19 35 27 19 34 27 19 33 27 19 30 17 12 24 14 9 28‐45 37 33 25 37 33 25 37 33 25 37 33 25 37 33 25 37 33 25 37 33 25 37 33 25 37 33 25 36 33 25 35 33 25 34 33 25 33 33 25 24 22 15 19 17 11 = min 72" span = min 64" span = min 48" span *= Note: additional installation requirement for CAMO module clamp. See Note 10 on Page 3 for details. REV 02/09/2021 = Shaded cells indicate conditions in which UFO Mid Clamp connection capacity is exceeded. See Note 9 on page 2 for details. 100 psf* 115 mph Edge Mod. 95 mph 90 mph Rail: XR10 Gable Roof Flush Mount System Span Table (inches) ‐ Portrait or Landscape Installation **Max Module Length: 86", Max Module SF: 24.5 SF Exposure D Wind Speed (mph) Roof Slope (deg.) Ground Snow: 0 psf 10 psf 20 psf 30 psf 40 psf 50 psf 120 psf* Exposed Mod. 130 mph 90 psf* 120 mph 110 psf* 180 mph 100 mph 60 psf 70 psf* 80 psf* 140 mph 150 mph 160 mph 170 mph 175 mph 105 mph 110 mph **Wind pressure loads used to generate the span tables for modules with maximum lengths of 86” and 92.5” are based on the wind tunnel study “Design Wind Loads for Solar Modules Mounted Parallel to the Roof of a Low-rise Building”1 , referenced in ASCE 7-16 Section 29.4.4. 1. Sarah E. Stenabaugh 2015, Design Wind Loads for Solar Modules Mounted Parallel to the Roof of a Low-rise Building, University of Western Ontario, Ph.D Program Dissertation. 417 S Clara St #2 04/17/23