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HomeMy WebLinkAboutSpecial Inspection Correspondence 2011-3-14 a Carlson Testing, Inc. Bend Office (541) 330-9155 GeotechnicalOffice (503) 601-8250 Eugene Office (541) 345-0289 Salem Office (503) 589-1252 . Tigard Office (503) 684-3460 1- --.. " / : ~. -. ~'. , ~!: ."" ",' -" ~) 'i, ,;'... .~.' . ","',::' ".,,~.. ,. - ~"; -, '" . . , "; t:'.._;:, " '.' r...,' . _ _" -:,'::.~. :::.~./~:~.:.~....i (;t ;.'.:, '::... _ ; _ Special Inspection ". .._.0. ..'. ..~ ,: '." ',..' . - -"1 ~ ,. ~..' H FINAL SUMMARY tETTER :, S ':..;.. . ... .~;.,r,' ',: ':i<.: , I,'....~_ . I, .... March 14, 2011 E1101131.CTI -' . "., . '.".' : " ,- . ,.' .-" , ': ~ ~ .;'~' ..' ~I: ,J, .-, '. City of Springfield 225 Fifth Street Springfield, OR 97477 Re: McDonalds Springfield - Remodel 3405 Gateway Street - Springfiela, OR Permit No. :SPR201 0-00269 Dear Sir: This is to certify that in accordance with Section 1704 of the International Building Code we have performed special inspection of the following item(s) per our inspection reports only: Reinforced Concrete Installation of Epoxy & Wedge Anchors Structural Steel - Shop (includes verification of weide-certifications, weld procedures and material certifications) All inspections and tests were performed ~~d rk'p6rte'c{:accbrdlng:to the requirements of Project Documents and, to the best of our knowledge, the work was in conformance with the approved plans and specifications, approved change orders and applicable workmanship provisions of the State Building Code and Standards, as well as the structural engineer's design changes, approvals and verbal instructions. Our reports pertain to the material tested/i nspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, INC. --- Eugene Branch Manager DB/Is cc: McDonald USA LLC - Clint Cameron Dibble Engineering - Robb Dibble Rich Duncan Construction Inc - Scott Jackson Rich Duncan Construction Inc - Nate Cooke . ,-, ....;l u ~ ~ I:: .... .... rJl ~ ~ I:: rJl .- .... 8 rJl CI; CI; Eo-< .... .... I:: ~ 0 CI; rJl .... - CI; 10 - ell Q. U 8 0 OJ I:: .... ...~ '" 0 H "' cl 0 0 H " "' "' H '" '" D " H 0 '" H '" "' Ul H '" D " ~ H Ul '" '" '" ~ '" Ul ,,; N '" 0 Ul "' 0 0 ~ 1 H ,,; 0 ,,; D '" " 0 0 "' N 0 0 '" U ~ '" " M Ul ~ 0.; ~ " E h 0 '0 - '" '0 <:; N '" :z: <:z: "' - <:; - u t) .~ :z: '" .~.~ E t;; - ci - e e (]) :::; '" 0.0.0. 0.; '" U ,,; "' H '" ." '" ~ 0 ~- N u "- -~ " h ~ Qh '" 0 "- U M 0 I:: 0 C .. 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Z 0 Ul '" "' U '" ~ ;3 0 " 0 "' U " ~ ~ ~ "' z~ 0 ~ U ,,; 0,"", Ul Z "'",H ",01Il ~Di'l U U uzo Z Z H H H ~01Il "H'" Z Z HHO 0 0 HD'" H H UIIl ~ ~ U U 10 D D HD '" '" u"'z ~ ~ HHH Ul Ul H,"'" Z Z "'"' 0 0 ,,;,,", U U UlHZ D"'H Z ;'1 '"'" ,,; UlUlZ U U 0 "' Z Z H," D D ";0", 0 0 Z H o~'" '" '" 0~1Il U U UHH H H "uo '" '" u u ,. " Carlson Testing, Inc. Bend Office Geotechnical Office Eugene Office Salem Office Tigard Office (541) 330-9155 (503) 601-8250 (541) 345-0289 (503) 589-1252 (503) 684-3460 Daily Report of Proprietary Anchors Client: MCDONALDS USA LLC - CLINT CAMERON Project: MCDONALDS SPRINGFIELD - REMODEL Address: 3405 GATEWAY ST - SPRINGFIELD, OR Jurisdiction: eTr representative S. DAUGHTRY CBOA 658, 685 was on site this date Mar. 11, 2011 to perfonn Special Inspection for: Pennit SPR2010-00269 DFS #(s) cn Job #: El101l31. SPRINGFIELD PO Number: SCOPE OF INSPECTION 1. Checked in with superintendent or client representative. Name: SHAWN Company: RICH DUNCAN CONSTRUCTION 2. Inspection was "IBC" GJ Continuous o Periodic PROPRIETARY ANCHORS Yes NoN/A 1. Reviewed previous inspection reports? 2. Reviewed evaluation report? Verified following items meet manufa:::mrerTs published installation instructions. 3. Verified minimum embedment depth of the anchors. x 4.Verified installation of the anchors. x S. Verified anchor diameter. x 6. Verified steel grade. x i. Verified hole diameter. x 8. Verified type of drill bit used. x 9. Verified hole cleaning method. x 10. Verified adhesive application. X 11. Verified edge distance. x 12 Verified spacing. x 13. Verified installation torque. X Location of proprietary anchors inspected [to include grid lines, elevations (floors) and drawing details]: OBSERVED INSTALLATION OF (S) S/S!TX7" HILTI KE3 EXPANSION ANCHORS INTO CONCRETE SLP~ (EXISTING) UNDER TRASH ENC' .OSURE FOR (2) COLUMNS - REPORT SUM...I\1ARY I. Work inspected was: GJ Completed 0 In progress 2. Completed work inspected was in compliance with o Approved plans and specifications 0 Shop drawings o RFI GJ Design change 0 Submittal 0 N/A Document #(s) SK-2 Dated: 1/16/11 3. Noncompliance item(s) were noted this date, details on followingpage(s). 0 Yes 0 No GJ N/A 4. Noncompliance item(s) were reinspected this date, details on following page(s). 0 Yes 0 No GJ N/A D Conform 0 Remain in progress Evaluation report number & date: Report(s) fmdings were discussed and left with ICC 2302 SHAWN 12/1/09 of RICH DUNCAN CONSTRUCTION Name of product being installed HILTI KB3 Batch Number Expiration Date Based on the Code, approval is required from the Building Official before the SPECIAL INSPECTED items noted above can be covered. Carlson Testing has no authority to direct work of contractors or subcontractors. o See additional report page(s). o Distribute attachments. Page _of_ {. . Daily Report of Proprietary Anchors CTI Job #: El101l31. Fo~ 03/11/2011 Project: MCDONALDS SPRINGFIELD - REMODEL Notes: In some cases more than one box may be checked for a given item on the front page. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in fi without prior authorization from this office. Under all circumstances, the information contained in this report is provided subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other than those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this document. Ifthere are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, INC. Reviewed By: Steven Dugger Review Date: 03/14/2011 SD/KMF MCDONALDS USA LLC - CLINT CAMERON TO: CITY OF SPRINGFIELD BUILDING DEPARTMENT DI.=:.BLE ENGINEERING -- ROBE DIBBLE / RICH DUNCAN CONSTRUCTION INC SCOTT JACKSON RICH DUNCAN CONSTRUCTION rNC - NATE COOKE