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<br /> �i7 i 1�I t.,�s����._V.,�,µ� 3��.'y.„�Y',,r r� �� i ��1 �t i,,,,_� e'������_t . 5 !�
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<br /> �"£ Originaliy issued: U4f28f207U Revised: 04112/2016 il�t9d Through: 04/30/2017
<br /> �.2 Consic�.�ction shail eompiy with this evalua�ion report, 6.0�US�TANTIATII�TG 13A�TA
<br /> the manufacturer's instructions and the attached plans and
<br /> specifications,dated March 2008,revised May 2014.Wl�ere Stnacturai calculatic�ns,drawings and details were submitte�l
<br /> couflicts occur,the mare restrictive shail govern. in accnrdance with AC340, Acce�tance Criteria for Patio
<br /> Covers,dated 3une 20l 2,editorially revised August 2013.
<br /> 5.3 Approved sealants or caulking are required at any
<br /> penetrations made in the weather resistant exteriox ��vall 7.O IDEN�']ClE'I�:ATIOl�
<br /> envelope as required by IBC 5ection 14032. Proprietary
<br /> exterior finishes shaIl have weatherproofing details 7.1 Enclosures eovered by this report shall be identified by
<br /> subznitted to the building official. a permanent decal or identifying tag that statcs the name and
<br /> address uf t11e manufacturer(Temo,Inc.).
<br /> 5.4 The attached plans and specifications are for use with
<br /> patio cover enclosures installed on residential structures 7.2 Each installatian shall bear an ariginal identifying decal
<br /> having mean roof heights not exceeding 30 feet(9.1 m). or tag bearing the IAPMO UES Mark of Conformity and the
<br /> Evaluation Report Number(ER-ll 8).
<br /> 5.5 F,xterior openings required for light and ventilation of
<br /> the d�velting unit shall be pernvited to open ii�to a patio
<br /> structure. However,ttte patio structure shall be anenclosed �A P
<br /> if such openings are serving as emergency egress or rescue M O U E s
<br /> openings from sleeping rooms. Where such exterior
<br /> openings serve as an exit frc�m the dwelling unit,tt�e patio E S
<br /> structure,unless unenclosed, shall be provided with exits p Qr TM
<br /> conforn�ing tc� the provisions af IBC Chapter l� or IRC g�p�,�p�R#I1$
<br /> Sectian R310.
<br /> 5.6 Enclosure walls shall comply r�vith the configurations �,�,�.�--- .�',,,�-��°^
<br /> pemutted in tBC Section I103.1 or IRC Section AH103.1. ]Br'ian Gerber,PeE.,�.E.
<br /> Vice President,'�ecbnical Operations
<br /> 5.7�xisting slructures to which the patio cover enclosures Uniform Evaluation Serviee
<br /> are attached shall have adequate strength to withstand the �
<br /> additional Ioads imposed by these enclasures. Where
<br /> required by the building afficial,calculations juslafying the ;�� �u'��,���
<br /> additional loading shall be submitted to the builduig i�ichar�d Becic,PE,CRO,MCP
<br /> officiai for approval. Pigure 1 of this report and Page S-3 Vice Presfdent,Uniform Evaluation Service
<br /> of tbe attached plans explain the additional loading
<br /> expected to be imposed by the enclosures. The calculations
<br /> shat(be prepared by a registered design prafessional when �uti, ��
<br /> required by the statutes of the authority having jurisdiction, �p�,uss Chaney
<br /> and subject to the a�praval by the building afficiai. ������e T�PM�Group
<br /> 5.� Wiud Ioads shalt be adjusted to 2ccot�nt for the �or adctirional informafion alrout fhis evaluation report please<<isit
<br /> addirionai wind effects dtie to escarpments, if any, ia or email at .
<br /> accordance with ASCE 7.
<br /> �.9 Snow l6ads shail be adjusted to accaunt for the
<br /> adt2��ional load%ng iiom drif�ing and sliding snow, if any,
<br /> in accordance with t�.SCE 7. Calculations prepared by a
<br /> registered design prafessional sha�l be submitted to the
<br /> buil.ding official demonsti-ating that the design snow loads
<br /> do nat exceed the allawable roo£snouT Ioads specified on
<br /> the plans. The calculations shatl address the snow load
<br /> provisions of IBC Section 1608,including,but not lirnited
<br /> to, rain-on-snaw surcharge load, unbalanced snow and
<br /> snow drift.
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