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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2006-10-16 (2) ,e; Carlson Testing, Inc. Mam Office POBox 23814 TIgard, Oregon 97281 Phone (503) 684-3460 Fax (503) 684-0954 Salem Office 4060 Hudson Ave, NE Salem, Oregon 97301 Phone (503) 589-1252 Fax (503) 589-1309 Bend Office POBox 7918 Bend, Oregon 97708 Phone (541) 330-9155 Fax (541) 330-9163 Daily Report of Proprietary Anchors Client: BURT WALTER Project: BAYBERRY COMMONS - SPRINGFIELD Address: 2211 LAURA STREET - SPRINGFIELD, OR CTI representatIve P . L, SANETRA OBOA 447 was on SIte tlus date Oct, 16, 2006 to perform SpeCIal InspectIon fof' Pernnt COM2005-01685 DFS #(s) SCOPE OF INSPECTION 1 Checked m WIth supenntendent or chent representatIve Name' BURT Company BURT WALTERS CONSTRUCTION 2 InspectIOn was "IBC" GJ Contmuous D PenodIc 3 Work performed, GJ In the field D At precast shop 4 If shop mspection do they have fabncatIOn and QC procedures? DYes D No GJ N/A PROPRIETARY ANCHORS 1 ReVIewed prevIOUS mspectIon reports? 2. ReVIewed evaluatIon report? 3, Venfied manufacturer's anchor use conforms to acceptance cntena m report summary. Venfied followmg Items meet manufacturer's pubhshed mstallatIOn illstructIons 4 Venfied rmmrnum embedment depth of the anchors. 5 Venfied mstallatIon of the anchors 6 Venfied anchor dIameter 7 Venfied steel grade 8 Venfied hole dIameter 9, Venfied type of dnll bIt used 10, Venfied c1eanlmess of hole and anchor 11 Venfied adheSIve applIcatIOn EvaluatIOn report number ~SR-6010 __ __ ____ Name of product bemg mstalled HJLTJ: RE- 5Q_Q__ Batch Number 2232L2 ExpuatIOn Date 06/2007 Yes NoN/A x x x x x x x x x x x cn Job #: S0604278, Jurisdiction: SPRINGFIELD PO Number: LocatIon ofpropnetary anchors mspected [to mc1ude gnd lmes, elevatIons (floors) and drawmg detaIls] (2) 1 1/4"X24" THREADED ROD INTO CONCRETE FOUNDATION AT GRID LINES N/13-14 18" EMBEDMENT RFI SPECIFIED SIMPSON SET & HILTI WAS USED, SEE NCL LIST ATTACHED. REPORT SUMMARY 1. Work mspecte1 was !Xl Completed D In progress 2 Completed work mspected was not ill comphance WIth D Approved plans and speCIficatIons D Shop drawmgs [i] RFI D DeSIgn change D Subnnttal D NI A Document #(s) RFI Dated 07-27-06 3 Noncomphance Item(s) were noted tlus date, detaIls on followmg page(s) [Xl Yes D No D N/A 4, Noncomphance Item(s) were remspected thIS date, detaIls on followmg page(s) DYes D No GJ N/A D Conform ' D Remam ill progress Report(s) fmdmgs were dIscussed and left WIth BURT of BURT WALTERS CONSTRUCI10N_ _ __ Based on the Code, approval IS reqUired from the Bmldmg OffiCIal before the SPECIAL INSPECl ED Items noted above can be covel ed Callson Testmg has no authonty to direct work of contI actors or subcontractors D See additIOnal report paget s) [Xl Dlstllhute attachments Page of :-, ,. Daily Report of Proprietary Anchors CTI Job #: S0604278, Project: BAYBERRY COMMONS - SPRINGFIELD For: 10/16/2006 Notes: In some cases more than one box may be checked for a gIven Item on the front page, Our reports pertam to the matenal tested/mspected only. InformatIon contamed herem IS not to be reproduced, except m full, WIthout pnor authonzatIon from thIS office, If there are any further questtons regardmg this matter, please do not heSItate to contact thIs office, Respectfully subnutted, CARLSON TESTING, ~C ~Q~ Manager PLS/LS cc: CITY OF SPRINGFIELD DIAMOND ENGINEERING TONY KOACH ARCHITECT Carlson Testing, Inc. Incompleted Items List (NCL) Oct 17, 2006 80604278. Project Name Project Address Perlllit No PO No BAYBERRY COMMONS - SPRINGFIELD 2211 LAURA STREET - SPRINGFIELD, OR COM200S-0168S Item # Insp, Date Item Description 1 JR 06/23/2006 MIX DESIGN 2144 NOT APPROVED 2 JR 07~19/2006 MIX DESIGN #4184 NOT APPROVED 3 GK 08/16/2006 INSTALLATION OF SEISMIC ANCHORS, (4) HOLES NEED TO BE RE-DRILLED TO PROPER EMBEDMENT DEPTH (2) EAST WING & (2) SOUTH WING 4,GK 09/27/2006 NO ICC REPORTS ON SITE FOR RESOO & HY-1S0 5 GK 09/27/2006 NEED ENGINEER'S WRITTEN APPROVAL FOR ANCHOR TYPE & EMBEDMENT DEPTH, NO DETAILS AVAILABLE FOR ANCHORS INSTALLED FOR INTERIOR WALL SILL PLATES SEE DAILY FIELED REPORT 6 PLS 10/16/2006 NO DETAIL OR RFI FOR INSTALLATION OF",RAMSET RED HEAD WEDGE ANCHORS FOR SILL PLATES GRID LINES K/9-10. ENGINEER'S REVIEW AND WRITTEN APPROVAL REQUIRED 7 PLS 10/16/2006 RFI GENERATED FROM EOR DAVID GORTON'S SITE VISIT 7-27-06 SPECIFIED SIMPSON SET EPOXY, HILTI WAS USED GRID LINES N/13-14 (2) 1 1/4"X24" THREADED ROD INTO CONCRETE FONDTION ENGINEER'S WRITTEN APPROVAL REQUIRED FOR THE SUBSITUTION CC BURT WALTER CITY OF SPRINGFIELD DIAMOND ENGINEERING TONY KOACH ARCHITECT PrOject Manager' Compliance ,. - S DUGGER CTI Sign-Off Date Corrected Page 1