moment ENGINEERING + DESIGN Warwick Ave, Suite C5 Fairfax, VA Phone: Web: February 20, 2015
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1 CR220CT5A11:I3 February 20, 2015 Everest Solar Systems, LLC 3809 Ocean Ranch Blvd, Suite 111 Oceanside, CA Attn: Andy Neshat RE: CrossRail PV Panel Mounting System Evaluation To whom it may concern: Per your request, Moment Engineering + has performed a comprehensive structural analysis of the Everest Solar CrossRail Solar PV Mounting System for typical installations in the State of Connecticut. When installed per the conditions and design criteria described herein, the CrossRail Solar PV Mounting System is compliant with the sections of the design reference documents noted below. Reference Documents o 2005 State Building Code of Connecticut Based on 2003 International Building Code & 2009 International Residential Code o ASCE/SEI 7 02 Minimum Loads for Buildings and Other Structures o 2010 Aluminum Manual, by the Aluminum Association o Section and materials data provided by Everest Solar Systems Rail section properties appear in the appendix to this report Overview The CrossRail PV panel roof mounting system consists of extruded aluminum support rails spanning between points of attachment on an existing roof structure. This analysis is limited to capacity of the CrossRail only. Attachment of the CrossRail Mounting System to the existing roof structure shall be the responsibility of the installer, and should be analyzed by a registered design professional where required by the local authority having jurisdiction. Methods & Parameters Applicable combinations of dead, wind, snow, and seismic loads were evaluated in accordance with current code requirements to determine allowable rail span lengths, based on assumptions of single span conditions and allowable deflection of L/60. wind pressures were determined using Components and Cladding calculations in Chapter 6 of ASCE 7 02, using the loading parameters listed below. Configurations not conforming to these parameters will require additional analysis. Calculation of applicable roof snow load should be based upon ground snow load maps and equations and factors of ASCE 7 02, Chapter 7 and applicable sections of the CTSBC. For designated Case Study areas noted in the 2005 State Building Code of Connecticut, refer to local jurisdiction requirements for snow and wind load determination Warwick Ave, Suite C5 Fairfax, VA Phone: Web:
2 CR220CT5A11:I3 PAGE 2 OF 3 Seismic criteria were considered per provisions of ASCE 7 02 Chapter 13 with parameters specified below. While seismic effects did not appear to govern the capacity of this system, applicable seismic detailing requirements should be satisfied when installed per the manufacturer instructions and additional installation notes specified herein. Loading Parameters: o Ground snow load: Varies o 3 second gust wind speed (V): mph o Building roof mean height: 30 ft. or less o Roof wind pressure region: Zone 1 Zone 3 o Structural occupancy category: II o exposure: B, C, D o Seismic site class: D o Seismic design category: A through E o 0.2s MCE R ground motion parameter (S S ): Not to exceed o 1s MCE R ground motion parameter (S 1 ): Not to exceed o Component importance factor (I p ): 1.0 o Component acceleration factor, (a p ): 1.0 o Component response modification factor (R p ): 1.5 o Panel orientation: Portrait or Landscape o Panel installation angle: Flush with roof slope o Roof slope (θ): 0 7, >7 27, >27 45 Results The allowable span lengths of the system are principally controlled by applicable wind and snow loads to the structure. Refer to the CrossRail span tables in the appendix to this document for recommended rail configurations based on combinations of these loading parameters. Note that reaction loads provided in the attached tables are only applicable when used with the corresponding span length recommendations provided therein. These reactions may be scaled linearly when shorter spans are used. Installation Notes The following guidelines apply to all installations using the CrossRail product line: Tables assume two independent support rails per row with either panel orientation. Maximum end cantilever of aluminum support rail shall not exceed one third (1/3) of allowable span in the roof wind pressure zone of the cantilever. Rails shall be continuous (not spliced) over a minimum of two supports. Installation over roof overhangs or within 10 of any roof edge is not advised. Observe all local jurisdictional requirements regarding roof setback requirements. Ensure that actual span length does not exceed capacity of roof attachment Warwick Ave, Suite C5 Fairfax, VA Phone: Web:
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4 CR220I6I9 APPENDIX: PAGE 1 OF 37 B Table 1: Maximum Span Length (in.) B Condition X X X X X X X X X X X X X X X X ROOFS 0 TO 7 X X X X X X X X X X X X X X X X X X X X X X X80 78 X X X X X X X X X
5 CR220I6I9 APPENDIX: PAGE 2 OF 37 B Table 2: Maximum Uplift (lb.) B Condition X X X X X X X X X X X X X X X X ROOFS 0 TO 7 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
6 CR220I6I9 APPENDIX: PAGE 3 OF 37 B Table 3: Maximum Downforce (lb.) B Condition X X X X X X X X X X X X X X X X ROOFS 0 TO 7 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
7 CR220I6I9 APPENDIX: PAGE 4 OF 37 B Table 4: Maximum Shear (lb.) B Condition X X X X X X X X X X X X X X X X ROOFS 0 TO 7 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
8 CR220I6I9 APPENDIX: PAGE 5 OF 37 C Table 5: Maximum Span Length (in.) C Condition X X X X X X X X X X X X X X X X ROOFS 0 TO 7 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
9 CR220I6I9 APPENDIX: PAGE 6 OF 37 C Table 6: Maximum Uplift (lb.) C Condition X X X X X X X X X X X X X X X X ROOFS 0 TO 7 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
10 CR220I6I9 APPENDIX: PAGE 7 OF 37 C Table 7: Maximum Downforce (lb.) C Condition X X X X X X X X X X X X X X X X ROOFS 0 TO 7 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
11 CR220I6I9 APPENDIX: PAGE 8 OF 37 C Table 8: Maximum Shear (lb.) C Condition X X X X X X X X X X X X X X X X ROOFS 0 TO 7 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
12 CR220I6I9 APPENDIX: PAGE 9 OF 37 D Table 9: Maximum Span Length (in.) D Condition X X X X X X X X X X X X X X X X ROOFS 0 TO 7 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
13 CR220I6I9 APPENDIX: PAGE 10 OF 37 D Table 10: Maximum Uplift (lb.) D Condition X X X X X X X X X X X X X X X X ROOFS 0 TO 7 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
14 CR220I6I9 APPENDIX: PAGE 11 OF 37 D Table 11: Maximum Downforce (lb.) D Condition X X X X X X X X X X X X X X X X ROOFS 0 TO 7 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
15 CR220I6I9 APPENDIX: PAGE 12 OF 37 D Table 12: Maximum Shear (lb.) D Condition X X X X X X X X X X X X X X X X ROOFS 0 TO 7 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
16 CR220I6I9 APPENDIX: PAGE 13 OF 37 B Table 13: Maximum Span Length (in.) B Condition X X X X X X X X X X X X X X X X ROOFS >7 TO 27 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
17 CR220I6I9 APPENDIX: PAGE 14 OF 37 B Table 14: Maximum Uplift (lb.) B Condition X X X X X X X X X X X X X X X X ROOFS >7 TO 27 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
18 CR220I6I9 APPENDIX: PAGE 15 OF 37 B Table 15: Maximum Downforce (lb.) B Condition X X X X X X X X X X X X X X X X ROOFS >7 TO 27 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
19 CR220I6I9 APPENDIX: PAGE 16 OF 37 B Table 16: Maximum Shear (lb.) B Condition X X X X X X X X X X X X X X X X ROOFS >7 TO 27 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
20 CR220I6I9 APPENDIX: PAGE 17 OF 37 C Table 17: Maximum Span Length (in.) C Condition X X X X X X X X X X X X X X X X ROOFS >7 TO 27 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
21 CR220I6I9 APPENDIX: PAGE 18 OF 37 C Table 18: Maximum Uplift (lb.) C Condition X X X X X X X X X X X X X X X X ROOFS >7 TO 27 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
22 CR220I6I9 APPENDIX: PAGE 19 OF 37 C Table 19: Maximum Downforce (lb.) C Condition X X X X X X X X X X X X X X X X ROOFS >7 TO 27 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
23 CR220I6I9 APPENDIX: PAGE 20 OF 37 C Table 20: Maximum Shear (lb.) C Condition X X X X X X X X X X X X X X X X ROOFS >7 TO 27 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
24 CR220I6I9 APPENDIX: PAGE 21 OF 37 D Table 21: Maximum Span Length (in.) D Condition X X X X X X X X X X X X X X X X ROOFS >7 TO 27 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
25 CR220I6I9 APPENDIX: PAGE 22 OF 37 D Table 22: Maximum Uplift (lb.) D Condition X X X X X X X X X X X X X X X X ROOFS >7 TO 27 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
26 CR220I6I9 APPENDIX: PAGE 23 OF 37 D Table 23: Maximum Downforce (lb.) D Condition X X X X X X X X X X X X X X X X ROOFS >7 TO 27 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
27 CR220I6I9 APPENDIX: PAGE 24 OF 37 D Table 24: Maximum Shear (lb.) D Condition X X X X X X X X X X X X X X X X ROOFS >7 TO 27 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
28 CR220I6I9 APPENDIX: PAGE 25 OF 37 B Table 25: Maximum Span Length (in.) B Condition X X X X X X X X X X X X X X X X ROOFS >27 TO 45 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
29 CR220I6I9 APPENDIX: PAGE 26 OF 37 B Table 26: Maximum Uplift (lb.) B Condition X X X X X X X X X X X X X X X X ROOFS >27 TO 45 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
30 CR220I6I9 APPENDIX: PAGE 27 OF 37 B Table 27: Maximum Downforce (lb.) B Condition X X X X X X X X X X X X X X X X ROOFS >27 TO 45 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
31 CR220I6I9 APPENDIX: PAGE 28 OF 37 B Table 28: Maximum Shear (lb.) B Condition X X X X X X X X X X X X X X X X ROOFS >27 TO 45 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
32 CR220I6I9 APPENDIX: PAGE 29 OF 37 C Table 29: Maximum Span Length (in.) C Condition X X X X X X X X X X X X X X X X ROOFS >27 TO 45 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
33 CR220I6I9 APPENDIX: PAGE 30 OF 37 C Table 30: Maximum Uplift (lb.) C Condition X X X X X X X X X X X X X X X X ROOFS >27 TO 45 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
34 CR220I6I9 APPENDIX: PAGE 31 OF 37 C Table 31: Maximum Downforce (lb.) C Condition X X X X X X X X X X X X X X X X ROOFS >27 TO 45 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
35 CR220I6I9 APPENDIX: PAGE 32 OF 37 C Table 32: Maximum Shear (lb.) C Condition X X X X X X X X X X X X X X X X ROOFS >27 TO 45 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
36 CR220I6I9 APPENDIX: PAGE 33 OF 37 D Table 33: Maximum Span Length (in.) D Condition X X X X X X X X X X X X X X X X ROOFS >27 TO 45 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
37 CR220I6I9 APPENDIX: PAGE 34 OF 37 D Table 34: Maximum Uplift (lb.) D Condition X X X X X X X X X X X X X X X X ROOFS >27 TO 45 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
38 CR220I6I9 APPENDIX: PAGE 35 OF 37 D Table 35: Maximum Downforce (lb.) D Condition X X X X X X X X X X X X X X X X ROOFS >27 TO 45 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
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