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<br /> ''�' Originally tssued: 03M9/2040 Revised: 03/07/2016 Valid Through: Q3/39/2097
<br /> EVALUATION SUB.IE�T: be in accordance with the design criteria as specified in thc
<br /> PERGOLA ALU1bIINU�I LATTICE COVER plans accampanying this report.The projection location,use
<br /> (patio cover, carport, commercial smzcture), corresponding
<br /> REPORT HOLDER: code, and applicabie design criteria including risk category
<br /> TEi010, ING (IBC only) wind speed, wind exposure category, roof live
<br /> 20400 Hall Road 1oad, ground snow load, seismic design category, and frost
<br /> Clinton Township,Mi 48038 line depth shall be placed on or be attached to the plans
<br /> accotnpanying this report and be observed in the se(ection of
<br /> the components.
<br /> CSI Division: 10-SPECIALTIES The rafier size shall bc based on the span tables and
<br /> CSI Section: 10530-Protective Cover insh-uctiUns on Sheet 3 of attached drawings. Thc bcam to
<br /> coluinn connection shall bc as described on Sheet 4. T11e
<br /> 1.0 SCOPE OF EV�ILUATION foundation requirements shall be based on tables and
<br /> instructions found on Slieet 6.
<br /> 1.1 Compliance to the following codes & regulations:
<br /> • 2009 International Building Code�(IBC) 4.2 Installation: The desired structure shall be constructed
<br /> • 20Q9 International Residcntial Cod.e�(IRC) using drawings Pergolal tlu-ough Pergola7 using the member
<br /> s 2010 California Building Code(Cl3C)-See attached. sizes determined in Section 4.1 of this report and as shown
<br /> Supplement in the attached drawings.
<br /> 1.2 Evaluated in aceflrdance with: 5.0 LIMITATIONS
<br /> o ICC ES AC34U, approved June 2012, editorially
<br /> revised August 2013 The Temo, Inc, lattice residential patio cavers cornply with
<br /> the codes Iisted in Section 1.0 of this report, subject to the
<br /> 1.3 Properties assessed: following conditions:
<br /> • Structural
<br /> 5.1 Construction of the residential patio covers, shall comply
<br /> 2.0 PKODUCT USE with the applicable codes, manufacturer's installation
<br /> instructions, this report and the accompanying plans, bearing
<br /> Tt�e Temo, Tnc. lattice covers are construct�d in accordance thc name Temo,Inc.,and Larry S.Esho,dated March 8,20l 2.
<br /> with the attacl�ed drawing and used for as pario covers Where conflicts occur,the more restrictive shall govern.
<br /> applications as permilted by thc 2009 IBC and 2009 IRC.
<br /> 5.2 Patio covers shall be associatcd with ane or two family
<br /> Thcsc patio covers are intcnded as non-hal�itable structures dwelling units only ancl shail be lirnited to use as struclures
<br /> conforming to Appendix I of the lnternational Building Code regulated under Appendix I of the IBC or Appendix H of the
<br /> and Appendix II of the International Residential Code. ��=•
<br /> 3.0 PRODUCT DESCRIPTION 5.3 Construction documents submitted to the building official
<br /> for approval shall include this report and the site-specific
<br /> The patio covers consist of a combination of extruded structural components of thc accompanying plans dated
<br /> aluminum components including rafters, headers and March 8 3,2012 including but not limited to the title sheet,
<br /> crescent shaped louvers that are assembled to foxm the general notes, applicable code, structural configuration,
<br /> lattice cover of various widths and lengths. design criteria in Section 4.1 of this report, related span
<br /> tables, header, post and foating types, and a�propriate
<br /> The aluminum pieces are framed to form the roof Yhat is structural details.
<br /> supported by posts as defined on the attached drawings.
<br /> The aluminum is aIloy and temper 6063-T6. 5.4 For attached patio covers,construction documents shall be
<br /> submitted to the building official for approval that include
<br /> 4.0 llESIGN AND INSTALLATIO'�T satisfactory infarmation to dcmonstrate adequate capacity of
<br /> the existing s[ructure to support the additional loads from the
<br /> 41 Design: All the loads shall comply with requirements attachedpatio cover.
<br /> from thc local jurisdiction (live load, snow load & «rind
<br /> speed). Scicction of applicable structural components far the 5.5 For patio covers,subject to snow drifting and sliding,
<br /> installation of freestandin�and attachcd residential tabulated spans shall be modified in accordance with the
<br /> patio covers,car��orts and conunercial roof structtires shall reduction factors shown in the accompanying plans.
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<br /> The product descnbed rn this Undorm Evaluabon Service(UES)Repon has been eva/uated as an allemativo malerial,desiyn or method of construction rn order to saGsfy and comply with ES i
<br /> the intent ol(he provrs�on of the code,as noted in this report,and fo�at least equrvalence to that prescnbed in fhe code rn quaG(y,strength,effecfiveness,�re resistance,durabifity and safely, � � �
<br /> as applicable,in accordance with IBC Section J04.i1. �
<br /> Copyrighf O 2016 by Infemational Association of Plumbing and Mechanrcal O�cials.Ali nghts rr.served.Prinfed in tha Unifed States.No part of this publicalion may be reproduced,stwed in �
<br /> an electronic reMeval system,or transmiped,in any lorm or 6y any means,electronic,mechanical,photocopying,recording or othenvise,without the prior written permission of the pubtisher.
<br /> Ph:i-877-41ESRPT•Fax:909.472.4 i71•web:w:nv.uniiorm-es.org•4755 EastPhiladelphia.Sfreet,Ontario,Celifomia 91761-2816—USA ,a,�,uA,,,.���,
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