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� <br /> - 1 <br /> � � .�"" <br /> P�N I V��. <br /> � K International Conference of Bu � lding Officials � <br /> REGIONAL OFFICE: 17544 MIDVALE AVENUE N.,SUITE 304 • 5[ATTLE,WASHINGTON 98133 <br /> �� �N 120G1542-9427 <br /> 11 _ �9 <br /> asFiccs oF <br /> BOANO OF DIf1ECi0R5 lESTER J.GILLIS,P.E. <br /> 1 D PWIONPL MRNAGEH <br /> PRESIp[M1T pugust 27� 19(JZ JEPNYBINBER�.P.E. <br /> WILLI�M F.FUREC P.E. REGIONAL[NGMEER <br /> SUPERMEMaNT OF BUIiDCJG <br /> arveasioe.enuFor+ran Pld❑ Ch2Ck N0. ��9� <br /> viASTwcerar.sioer+r Project: Broadway Plaza <br /> x.cwiEoer+r�e.a.e. AddP055: 3020 {31'OddWOy <br /> oiAEcloa <br /> ocanFrrnEr+roreuaomo Everett� WA <br /> asMOMEs�owA Type oP Construction: I - sprinklered <br /> SEcoN���cFPREs��Nr Occupancy Classification: R-1/B-2 <br /> J11CN 5.�TKMS.RE. <br /> ou��o�+��F���A� Fire Zone No. 3 Stories: 9 <br /> aucenwue.cnuvoaNia Floor Area: 76�948 Sq.ft. <br /> racnsuRer+ OCCtl ant Loud: N/A <br /> .�„�E.M.u�o��,v.e. Va l vati on: 83�500�000.00 <br /> SUPERMTENO[Ni Of OUILOIYG <br /> ur+cesreR.cnuFOAr+in �979 Unifonn Building Code <br /> nnueoinreansrracsiocr+T $215RI7C Zone No. 3 <br /> JOHM C.L�NEST110.P E. <br /> CITV BU�IDM a OFFICUL <br /> HRYWPR0.ULIfOAMIR <br /> L. N. Callahan <br /> D�VID 11.BASSETT.P.E. <br /> BVILOMGSAFETI'DIR[CiOR f3uilding Director <br /> Meoror+o.oRecor+ Cl ty Hall <br /> ,a,ne.eoss 3002 Wetmore <br /> e���oMcaF�c�a; Everett� WA 98201 <br /> ('qUNTY O(LAN[ <br /> NG[NL ORCGOv <br /> CM�RlE5CUW50N Dear Mr. Callahan: <br /> DIRECTOF(F COMMUNITY <br /> p[VEIOPMENT <br /> "A`"°io",i`%as Data and plans for the above project have been reviewed for <br /> CN�PLES L OIILETT <br /> ���eFB���oM�o�F�c�A� structural conformance with the Uniform Building Co e. <br /> c«,N*Ya^A^�""oE The have not been reviewed for compliance with requirements <br /> LITiLETON.CAIAR�DO y <br /> so�,�.�oas.P.e. of federal , or other state and local regulatory agencies. Most <br /> ,,,AE�,oAa.+s�ECT�oNs of the following comnents should be reflected as changes and <br /> """'"E"°°"s."'""EsoT" notes o�i the plans and in the specifications. <br /> pONAL�T.M¢P�E,PE. <br /> suTeeuaowccornu�ssior+ca STRUCTURAL COMMENT$ <br /> STATE OF INDIRNn <br /> ApMM15TR�TIV[BUILDMG GOU4G'L <br /> MDIhNI•i'OL15,MDIFNA <br /> M�pKR.fl00M�N 1 . Prestressed concrete floor panels shown on pl�ins have <br /> o�AEc.oR not been checked, since the supplier is unknown. In addition <br /> PUIIDMG 5[RVICES <br /> 5����,���«� ���Mo�, to vertical loads, these panels must be designed as horizonta <br /> WItLI�ME.SCNLECHT diaphragms to withstand wind and seismic forces. <br /> M0.NPGEA.BUIL�MG.PLANNRIG <br /> AND IONNG OIVISiON <br /> �ANca,��A,WAs�m�.oN 2. Masonry curtain walls shown on plans have not been checke , <br /> o���oa.5�o,r.P.E. since the supplier is unknow�. These panels should be designed <br /> oiaccroa <br /> �PAATME�.o�e���o�� for both vertical and wind or seismic loa ing. <br /> SFFE7Y <br /> TEMPE Mi20NA <br /> CN�HlESW.VOl2.�14 3. Welding of reinforcing steel znd inserts should be in <br /> c��eFe���o�+�o�����A� accordance with AWS D1 .4-79, which supersedes AWS D12.1-75 <br /> orvisioi+uF eooe noumi;ta<rior+ <br /> n�BuouEaoue.ncw�eexico shown on Sheet S-1 . <br /> � <br /> + ST�NLEY WHEELER <br /> CHIEF BII�IOMG MSPECTUa <br /> LN[PMORE.CAUfORN1A <br /> [%ECUTN[CiR[CtOA <br /> J�MES E.BINR.P E. <br /> MainOfficc: 53GO5outhWorkmanMillRoad • Whitlier,Cali(omia90G01 • R131699-0541 <br /> J <br />