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CONTRACTOR INFORMATION
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<br />United Components audit Cladding Roof Zones: NA[3 NDEaDLAR�
<br />1611 Broadway Blvd HE The Components and Cladding Roof Zones shall he determined based an ASCE I-05, ASCE I-10&1-16 Component and urcowErve eMUIMre20
<br />Albuquerque, Not 87102 Cladding design. Ri lam eKyAw r Nl: saueu,prvrci
<br />Atth.:Uniac - Engineering Department Notes: 1)U-builder Online tool analysis is only for United SM SOIARMOUNT Rail Flush systems only and do not VERSION
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<br />Re: En Certification for the Unirac U-Builder 2.0 SOLARMOUNT Flush Rail include motcapacPerity ASCE
<br />Engineering
<br />2) Top Category II Per Ad is 1.0.
<br />PEE, Inc- Structual En has reviewed the United SOIARMOUNT rails,pr to fin stem constructed 3) Army Edge Factor
<br />lest i. l.0.
<br />Engineers aerie rymaun mounting A) Array Edge Factor Yr=1.5
<br />frommodular parts which is ildersdfor reoRODesanalyionorsolar Dholov OUNIta T UGHTrail, OLARMin it h as reyNT the U- 5) AverageParapet
<br />am LRFDheight
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<br />builder Online tool. This U-Builder software includes analysis for [M1e SOLARMOUNT UGHT ail, SOLARMOUNT 6) With speeds are LRFD valves.
<br />STANDARD ail and SOIARMOUNT HEAVY DUTY rail with Standard and Pro Series hardware. All information, data and l) Attachment spacings)apply to a seismic design category E or less.
<br />analysis Contained within are based on, and empty with the following codes and typical specifications:
<br />1. Minimum Design Loads for Buildings and other Structures,ASCE/SEI 1-0S, ASCE/SEI I-10, ASCE/SEI I-16 Design Rxpmisibiliry:
<br />2. 3005-2018 International Building Code, by International Code Council, Inc. w/ Provisions from SEAOC PV-22017. The U-Builder design software is infenced to be used under the responsible charge of a registered design professional
<br />3. 2006-1018 I nternational Residermal Code, by InternationalCode Council, Inc. w/ Provisions from SEAOC W-2 where required by the authority having jurisdiction. In all cases, this U-builder software should be used underthe
<br />2011, direction of a design profexional with sufficient structural engineering knowledge and experience to he able to:
<br />A. AC428, Acceptance Criteria for Modular Framing Systems Used to Support Photovoltak(W) Panels, November • Evaluate whether the U-Builder Software is applicable to the project, and
<br />1, 2012 by ICC-ES. . Understand and determine the appropriate values for all input parameters of the U-Builder software. PROJECT NAME
<br />5. 2015 Aluminum Design Manual, by The Aluminum Association, 2015
<br />F011owin require This letter certifies that the Unirac SM SOIARMOUNT Rails Flush, when installed according to the U-Builder engineering
<br />g are typical meet the above code menu: U) ai r repoand the manufacture
<br />aure specHlom tlo, Is In compliance with the above Codes and boding criteria.
<br />Design trReda: Ground Snow Lead =0-1o0O EL F
<br />Basic Wind Speed (mph) mpM1) This certification excludes evaluation of M1e following components: (1) OD to W W
<br />Roof Mean Height =0-60(ft) 1) The structure to support the loads Imposed on the building by the array, Including, but not limited to: strength ? F N O W
<br />Roof Ptch=O-45(degrees) and deflection of structural framing members, fastening and/or strength of roofing materials, and/or the effects SO t U) W Exposure Category= B, C IS D of snow accumulation on the structure.
<br />AttachmentSpacing: Per U-builder Engineering report mi
<br />2) The attachment of the 5M 50LARM0UNT Rails [o the existing rtm[Nre. m Q M = O
<br />3) The offel W Me solar module frame to reeirt the loads. CD Lp O
<br />Cantilever : Maximum cantilever length is L/3, where 'If Is the span noted in the U-Builder online Y N O Z
<br />tool. This requires additional knowledge W the building and is outside the scope of the certification of this racking system. 'r— W fin
<br />r H N }} U
<br />Clearance: BtoITdown from cap ofrooftotop ofWpanel. DIGITALLY SIGNED N IJ at F
<br />If you have any questions on the above, do not hesitate to call. W of Z
<br />Tolerancels): 1.0"toleance for a" specified dimension in this report is allowed for installation. S
<br />W a-FInstallation Orientation: See SOLARMOUNT Rail Flush Installation Guide. Prepared hi > Q
<br />Landscape- PV Panel bngdlmension is parallel to ridge/eave line of roof and the Pv ME, Inc.— Structural Engineers ILLI
<br />panel Is mounted on the long sitle. Roseville, CA
<br />Portrait- PM Panel shorts imension is parallel to ridge/eave line of roof and the Pv PanelIs mounted on the short sitle. SHEET NAME
<br />0 SPEC SHEETS
<br />1478 Stone Paint Drive, Suite 190, RosoviYe, CA 95661 108 Stone Point Drive, Suite 190, Roseville, CA 95661
<br />SHEET
<br />T 916.961.3960 F 916.961.3965 A www.pnencom 10e T 916.961.3960 9169ww.psse <om a161,3965 w 33 ANSISIZE
<br />B
<br />ANSI B
<br />Experience I ntegrity I Empowerment
<br />i1"xir,
<br />SHEET NUMBER
<br />PV-17
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