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� � <br /> I <br /> r � <br /> International Conference of Building Officials � <br /> REGIONALOFHCE: 17544 MIDVALE AVENUE N.,SUITE 304 • SEATTLE,WASHINGTON 98133 <br /> (206)542•9421 <br /> aF�ccs a <br /> B04N0 OF OIHECT�R6 �[STEX J.GILL15,P E. <br /> PRCSI[�CNT REG�ONAL MRNnGER <br /> X.T.'TED"WIEOENM�N.P.E. JENNY B�RBEN�.PE. <br /> n�n�croa Februar`/ 1 � 1983 Rccioanier+cr+cea <br /> pCPq9TMCNi(X BUILUMG J <br /> [105 MOMCS.IpN� <br /> FlqST VICE�PR[SIOENT <br /> JGCN 5.ATI(IIIS,P.E. <br /> OUILDMG OFFlCIAC <br /> oEVEwrrnEr�rs�rrvicrsoiaEcroa �, N. Callahan <br /> PUGERNILG GALIWRNIA <br /> Building Director <br /> secoNov�cE rnes�oeNr Ci t Of Ev2rett <br /> J011M E.M�UIDMb,P.E. Y <br /> euaoMcaFicia 3002 Wetmore Avenue <br /> LANCRSTLR.GALIFORNI� Everett� WA 98201 <br /> IMMEOIRTE f'h5T PRESIpEM <br /> WILLI�M i.FUNEY,P.E. <br /> suaERnreNoer+roFeuaowc Subjeet: Plan ChEck 1191 <br /> Rrveasioe.cnuFor+r+u Broadway Plaza <br /> o�vro►.e�seen,r.e. <br /> BUII DMO S�FE7Y O�FECTbF <br /> �+eowpo,oAeooN Dear Mr. Callahan: <br /> JONN E.8065 <br /> BUIIDNG OFFICUL <br /> CWMTYOFUNF We have reviewed the shop drawings for the prestressed f oor <br /> EWENE.OnEGON panels and offer the following cormients: <br /> CIIARLES CLAWBON <br /> o�RE��E�°NM0N1V 1 , Adequate connections should be provided between the floor <br /> "R`"�'°".r�""s panels so that they are adequate as a diaphragm to support <br /> �o��."�o°e,°.E. lateral forces. ICBO Research Report No. PFC-2755 requires <br /> DIRELTOA OF NSPECPONS <br /> MmNEp�a�s.M�+�+E�o*A either bonded concrete topping or weld tie connection to deve op <br /> ooN��or.r.�n.E,r.e. 2200k/connection for horizontal shear. <br /> 6TRE BUILOMG GOMMISSIONER � <br /> STRE OF MOIRNF <br /> hDMM15TR1RWE9UILDNGCOUNCII p, Spandeck 99 x 3A and x 36 require block-outs at the exterior <br /> MpIANAPOLIS.MOIAN� I <br /> rib where the prestressed strand is running. The design should <br /> MARK R.RODM�N <br /> D�pECR1R be veri fi ed. <br /> BUIL�MG SEFVICES � <br /> SPPMOFlEID.ILLMOIS � <br /> WILLIIIYE.BCNLECNT 3. Spandeck 99 x 2, x2D-2G, 2L-2N, and 2P should be reviewe <br /> M.NwEAeu��o.+�,PVN�M� for openings across the panel . The calculations submitted were <br /> .vo zov��c oivis�oa <br /> ��Ncw�A.wAs�.+�roN for typical panels without any opemngs. <br /> � <br /> onvio n.scoTt a e. � <br /> DIRELTOF q, 7/2" x 3" grout for the Spandeck bearing should be smoot <br /> pEP/�RTMENT OF BUIIDRlG <br /> s�FETM to avoid stress concentrations due to rcughness of the sur ace <br /> T['�'E,ARIZON4 or bearing plates should be provided. <br /> ROY�LD R.TPEMBIAY <br /> CHIEF BW LDNG AN� <br /> zm+.+�MSPecron I am retur•ning all data ano plans to you. Please feel free o <br /> S�LNA,KANSAS <br /> contact us if there are any questions. <br /> CN�RLE6 W.VOIZ,�.1.�. � <br /> CHI[F BUILDMG p'flCIGL <br /> DIVIS�ON OF GOD[KIMMISiRRION , <br /> ALBUOUERWENEWME%ICO Very tru y y Ur$ , , <br /> �� �� 'Jr��(�4 1.��:1� <br /> 6TI�NLEY WHEELER <br /> CMfF BUIIDMG MSPECTOR q <br /> LIVEPMORE.CALIFORNIA ..��r���p > . . �� <br /> • Y <br /> EUGENEJ.2ELLEN,P.E. Re�3ional Engineer <br /> SUPERMTENOENT,BUILON(3 <br /> eNos�cEn �JB:J9 <br /> IpNG BEACH.CALIFORNI� <br /> E%ECU�IVE DIRECTpP <br /> J�MES E.BMX,P.E <br /> Main Office: 53605outh Workman Mill Road • Whittier,California 90601 • (213)699-0541 � <br /> L <br /> � - <br /> � <br />