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,I <br /> /7, •�ila:eey, a <br /> f��S���f.Sl� In�i. ..:.�� (775)�75-7337 <br /> manulacturors of�oisf ond girders ra'���7�� 5��-��'� <br /> . ._ . . . . _. - _._-_ __ . __ . _.. . . <br /> -� P.O.Bo��170 <br /> (`> o� �� � cr�3 z�5�e„�:�a <br /> \7AK('I I %. ?0117 L,�ti�Lidushi:il Park <br /> l�enile5;iW 59108 <br /> I:NGINGL.RING RI:PUR"I COVfR SFILG'I' IS FOR PINAL <br /> ('ALCULA"PIONS (RLV. 0) POR APPROVAL 13Y GNGINI:GR OP RI3CORD <br /> RG: I:VfiRLiTT MAI.1. 13LDG. 3 <br /> IiV1:RL•l"f. \1'A <br /> VALI.GYJOISTCON'fRAC'f NO.: GNOISId <br /> CUSl�0i�1GR: POWGRS S'I�rGL GROUP <br /> I271� ?3?��, PLACL N.G. <br /> RLDMOND. WA 98053 <br /> ilA'I'�1"I:rfIION: 'fOM POR�GRS PIIONL: �12�/895-7701 <br /> Ili1S I:NGINI:GRING RL•PORT SIGNA'I�URG PAGG SIIEET IS PROV[D�D POR JOIS"1�MARKS as <br /> sho���n on: <br /> SliOI�I�:NCI? CALCI�I.ATIOA Y.4GI:ti <br /> 6N01 S I d �_5� <br /> 6NOIS1-l- GIR 1_3� <br /> fhe joisU arc .is sho�cn on the Customer Supplicd List Slreets. The calculations are based on all bridging in <br /> plucc and anchured as rcyuircd by the SJI Speci(ications&Teclmical Digests. <br /> I'hc joict designations and spccial loads�vcrc detennined and specilied by the Gneincer of Record. nut by thc <br /> stccl joist ma»uf:�cturcr. "fhc stccl joisl menufacturcr's scopc is limitcd to thc dcsien of thc mcmbcrs in thc <br /> stcd joists. '�hcir scopc docs not includc thc complctc stnicturc, stnictural conncctions. or thc coordination of <br /> Ihc compuncnts. <br /> The Prolessional Engincer's Scal a(fi.ecd hercto indicates that the steel joists were designed in accordance <br /> with'I he Steel Joist Institute's Standard Specifications to support the loads specified, furnished and approced <br /> by thc O�ti�ncr's I:neineer of Record. The seal is not intended to ccrtify or imply tiiat ihe building does or does <br /> not conliirm to any n:uional. statc or local huilding cedcs. <br /> �'allcv.luisl is a ccrtilird. a�ti�c mcmbcr oflhc Stccl Joist Institutc. Thc stecl ancic shapcs ;ind round bar� <br /> uxd for dic churds and ��chs arc i0-ksi minimum yield sU'ength per tlte SJI Specifi�ations. 'I�hcjo�st matcrial <br /> sizcs���cre dcsigncd to carry the loads as shown on the calcula i ' �y Joist's ICC-IAS Ccrtification <br /> , � <br /> Nuntber is I�A-3G3. L� , ��(,(�1'�, <br /> :`�"v� ��. �vaa y�lf�,� <br /> Waltcr P. Worthlcy, h.. Pli �VA #37735 :� .c`' �i" o� <br /> Chief I:npineer ,��` � �r��� ° ;z1 <br /> Vallcy.loist/A di��ision of I�.I3SC'O Indusirics. Inc. � <br /> � �� .. <br /> � �r , 3773a p <br /> VJi'VI�'���A'uI�YN� !It O�, Q .L�V .@ <br /> F� <br /> ,� a ��� <br /> EXPIRES � <br />