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lumio'= <br />7EET <br />SMART ENERGY TODAY <br />HE HE ISM .0 LEHL UT <br />L 2ITAL USA <br />f�Trs <br />January 12, z9zz <br />SYSTEMINFO <br />Umrac Components and Daddmggaaf Zones: gnaaiao4%ao ausuu quo. <br />1411 Broadway Blvd. NE The Components and Cladding Roof Zones shall be determined based on AKE)-05, RICE 740&9-16 Component and (awwl <br />Albuquerque, NM 89102 Cladding design IM11 a <br />IpBPw3iMu91Mov1 <br />Attn: Unirac- Engineering Department Notes: 1 U-builder Online lead anal pcaysrexalze:'mpxwoc <br />ysis is only UniracSM SOLARMOUNT Rail Flush systems Doty and do rot Ac sysnsi4surE. zoo xwac <br />Re: Engineering Certification for the Uri U Bander 2.0 SOLARMOUNT Flush Rail Include)Riskmetcapacity1dry check. <br />2) Risk Category II per ASCE 7-16. <br />Pi Inc. - Structural En has reviewed the Uniac SOLARMOUNT rails,pro to tin stem constructed 4) Amy Edge FctorYc factor, kz 1. LO, axle axe Engineers Proprietary mounting 4) Array Edge Factor Ys=1s <br />from modular parts which is intended for rooftop installation of solar photovoltaic (PV) panels; and has reviewed theU 5) Average parapet height is 0.0 ft. DeeCRmTgNIewTE REv <br />builder Online tool. This U-Builder software includes analysis for the SOLARMOUNT LIGHT rail, SOLARMOUNT 6) Wind speeds are LRFD values. <br />STANDARD rail, and SOLARMOUNT HAW DUTY rail with Standard and Pm Series hardware. All Information, data and 21 Attachment spacmi apply to a Marc: design category E or less. <br />analysis contained within are based on, and comply with the following codes and typical specifications: <br />1. Minimum Design Loads for Buildings and other Structures, lSCE/SEI 7-05, AKE/SEI 7-10, ASCE/SEI 7-16 Design ResponsbRlry: <br />roam aaA aSS <br />2. 2006-2018lnternational Building Code, by International Code Council, Inc. sal Provisions from SEAOC Pi 2DD. The U-Builder design software is intended to be used under the responsible charge of a registered design prafessional <br />3. 2006-2018International Residential Code, by International Cade Council, Inu. w/ Provisions from SFAOC W-2 where required by the authority having jurisdiction. In a 11 cases, this U-builder software should be used underthe Q <br />2017. direction of a design professional with sufficient structural engineering knowledge and experience to be able to: y <br />4. AC42g, Acceptance Criteria for Modular framing Systems Used to Support Photovoltaic (ry)Panels, November Evaluate whether the U-Builder Software isa applicable to Me 0 <br />1, W12 by ICC-ES. al project and <br />5. W15 Aluminum Design Manual, by The Aluminum Association, W15 • Understand and determine the appropriate values for all input parameters of the U-Builder software. m <br />m <br />Following are typical speciliations to meet the above code requirements: This letter certifies that the Unira: SM SOLARMOUNT Rails Flush, when installed according to the U-Builder engineering 3 N <br />report and the manufacture spedf tions, is in compliance with the above Codes and leading criteria. Z F <br />Design Criteria: Ground Slew Load=O -IM (pi F W F o <br />Basic Wind Speni 190(mpb) This certificatlon includes evaluation of the following components: U W CD <br />Roof Mean Height =0-60(ft) 1) The structure to support the loads imposed on the budding by Me array; inctudmit but not limited NP strength 2 ILO W N <br />Roof Pitch=0-45(degress) and deflection of structural framing members, fastening and/or strength of mofing materials, am/or the effects z N W o <br />Exposure Category = B, C & D of snow accumulation on the structure. W W W o <br />Attachment Spacing: Per U-bullden Engineering report. 2) The attachment of the SM SOIARMOUNT Rails to the existing structure. - m E <br />3) The capacity of the solar module frame to resist the leads. W h <br />Cantilever: in cantilever length is L/3, where =L" is the span noted in the U-Builder crime t Q <br />tool. This requires additional knowledge of the building and is outside the scope of the certifiTation of this raking system, v <br />Clearance: 2"toIW clear from lop of roof W top of Pat panel. DIGITALLY SIGNED ry <br />If you have any questions on the above, do rwt hesitate to salt <br />Tolerentefs): 1.0"tolerance for any specified dimension in this report is allowed for installation. �M. Z4OH m <br />Prepared by. e Fq <br />Installation Orientation Landscape MO Panel limit <br />itdimlush ngaoatisp Guide. <br />xtl'G <br />Landsnmunted cal the long dimension is parallel to ridge/tautline of roof and the PV P2sE,lnc—Stmctuml Engineers 9 <br />parcel u mounted on the long side. Rozeville, CA pATE911412022 <br />Portrait- PV Panel short dimension is parallel to ridge/eave line of roof and the PV panel '•eons: SHEET NAME <br />Is mounted on the short side. e"'put es' EQUIPMENT <br />SPECIFICATIONS <br />O <br />1478 Stone Point Drive, Sute 190, Roseville, CA 95661 1,08 Stone Point Dive, Suite , koseyAle, CA95661 SHEET BRE <br />916961396D 916.9613965 www.pzse.com tyi 916.9613960 916961.3965 www.pae.com arts ANSIB <br />ii°x»• <br />SHEET NUMBER <br />PV-21 <br />