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L U M'1'0 <br /> Im <br /> Engineering Alliance, Inc ® Engineering Alliance, Inc <br /> h ttps://www.eng-all iance.com https://www.eng-alliance.com <br /> 08-August-2023 Components and Cladding Roof Zones: <br /> The Components and Cladding Roof Zones shall be determined based on ASCE 7-10&7-16 Component and Cladding design. <br /> Unirac <br /> 1411 Broadway Blvd. NE Notes: 1. U-Builder 2.0 Online tool analysis is only for Unirac NXT UMOUNT systems and do not include <br /> Albuquerque,NM 87101 roof capacity check. <br /> Tel:505 242 6411 2. Risk Category I I per ASCE 7-16. <br /> 3. Topographic factor,kzt is 1.0. VERSION <br /> Attn.: Engineering Department 4. Array Edge Factor YE=1.5 DESCRIPTION DATE REV <br /> 5. Average parapet height is 0.0 ft. INITIAL RELEASE 0914/2023 UR <br /> Subject: Engineering Certification for the Unirac NXT UMOUNT System to Support Photovoltaic Panels. 6. Wind speeds are LRFD values. <br /> 7. Attachment spacing(s)apply to a seismic design category E or less. <br /> The Unirac NXT UMOUNT Flush-to-Roof is an extruded aluminum rail system that is engineered to hold most framed solar <br /> modules to a roof structure and installed parallel to the roof surface. Design Responsibility: <br /> We have reviewed the NXT UMOUNT system, a proprietary mounting system for rooftop solar photovoltaic (PV) panels The U-Builder 2.0 design software is intended to be used underthe responsible charge of a registered design professional where <br /> installation,and the U-Builder 2.0 Online tool.This U-Builder 2.0 software includes analysis for the NXT UMOUNT rail and NXT required by the authority having jurisdiction. In all cases,this U-Builder 2.0 software should be used under the direction of a <br /> UMOUNT hardware.All information,data,and analysis are in compliance with the following codes,city ordinances,and typical design professional with sufficient structural engineering knowledge and experience to be able to: <br /> specifications: <br /> •Evaluate whether the U-Builder 2.0 Software is applicable to the project,and <br /> Codes: 1. 2015-2018 Washington State Building Code. • Understand and determine the appropriate values for all input parameters of the U-Builder 2.0 software. <br /> 2. ASCE/SEI 7-10,7-16 Minimum Design Loads for Buildings and Other Structures. <br /> 3. International Building Code,2015-2018 Edition w/Provisions from SEAOC PV-2 2017. This letter certifies that the Unirac NXT UMOUNT system,when installed according to the U-Builder 2.0 engineering report <br /> 4. International Residential Code,2015-2018 Edition w/Provisions from SEAOC PV-2 2017. and the manufacture specifications,is in compliance with the above codes and loading criteria. <br /> 5. AC428, Acceptance Criteria for Modular Framing Systems Used to Support Photovoltaic (PV) Panels, PROJECT NAME <br /> November 1,2012 by ICC-ES. This certification excludes evaluation of the following components: O <br /> 6. Aluminum Design Manual 2015&2020 Edition. 1)The structure to support the loads imposed on the building by the array;including,but not limited to:strength and N <br /> deflection of structural framing members,fastening and/or strength of roofing materials,a nd/or the effects of snow Q O <br /> The following are typical specifications to meet the above code requirements: accumulation on the structure. CO O I-- Cfl <br /> 2)The attachment of the NXT UMOUNT Rails to the existing structure. w O ~ 00O <br /> Design Criteria: Ground Snow Load=0 100(psf) 3)The capacity of the solar module frame to resist the loads. > 0 RO <br /> Basic Wind Speed=95-190(mph) <br /> cna o o � w 0- <br /> Roof Mean Height=0-60(ft) This requires additional knowledge of the building and is outside the scope of the certification of this racking system. CV <br /> Roof Pitch=0'-45* Q a 0) � O LJ J <br /> Exposure Category=B,C&D Please feel free to call for any questions or clarifications. Q z 00 z LL) <br /> Attachment Spacing: Per U-Builder 2.0 Engineering report. w > c O 2i <br /> Prepared By - O <br /> Cantilever: The maximum rail cantilever length is 1/3 of the adjacent span. Q Ln O J _ z <br /> Engineering Alliance,Inc 3 O W U <br /> Clearance: 2"to 10"clear from the top of the roof to the top of the PV panel. Sugar Land,TX OpM.. CO 0� z ~ U <br /> WA%y N j Q Q LU <br /> Tolerance(s): 1.0"tolerance for any specified dimension in this report is allowed for installation. �v op%. 2�•: <br /> c a: LU 0 <br /> Installation Orientation: See NXT UMOUNT Installation Guide. v �? <br /> Landscape-PV Panel long dimension is parallel to ridge/eave line of the roof and the PV panel is �0.C'�•;P 51947,0:' <br /> mounted on the long side. <br /> S�ONAI-EN <br /> Portrait- PV Panel short dimension is parallel to ridge/eave line of the roof and the PV panel is � / <br /> SHEET NAME <br /> mounted on the short side. i �L <br /> 08-AU 2023 SPEC SHEETS <br /> EXP.:15-DEC-2023 <br /> 4603 April Meadow Way,Sugar Land,TX 77479. Ph:832 865 4757 4603 April Meadow Way,Sugar Land,TX 77479. Ph:832 865 4757 SHEET SIZE <br /> ANSI B <br /> 11" X 17" <br /> SHEET NUMBER <br /> PV-17 <br />