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HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-8-14 Bend Office (541)330-9155 Ceotechnical Office (503)601-8250 Carlson Testing, Inc. Eugene Office (541)345-0289 Salem Office 503 589-1252 Tigard Office (503)684-3460 Daily Report of Proprietary Anchors Client: DOYLE ALLIES CONSTRUCTION Project: ECOSORT MATERIALS RECOVERY FACILITY CTI Job#: E1301479. Address: 3425 E 17TH ST SPRINGFIELD OR Jurisdiction: SPRINGFIELD CTI representative D. SMITH OBOA 442 was on site this date Aug. 14, 2013 to perform Special Inspection for: Permit S13-01391 DFS#(s) PO Number: SCOPE OF INSPECTION Location of proprietary anchors inspected [to include grid lines, elevations(floors)and drawing details]: I. Checked in with superintendent or client representative. CTI WITNESSED INSTALLATION OF 1/2" KBTZ WEDGE Name: DOYLE ANCHORS AT ECOSORT SHELTER BASE FRAME. ANCHORS Company: DOYLE ALLIES WERE EMBEDDED MINIMUM OF 3-1 4" AND TOR•UE TO 40 2. Inspection was"IBC" © Continuous 111 Periodic FT/LBS. PLANS ALLOW 3/8" ANCHORS. ENGINEERING APPROVAL PROPRIETARY ANCHORS FOR 1/2" ANCHORS TO FOLLOW. Yes No N/A I. Reviewed previous inspection reports? g 2. Reviewed evaluation report? g Verified following items meet manufacturer's REPORT SUMMARY published installation instructions. 3. Verified minimum embedment depth of the 1. Work inspected was: © Completed ❑ In progress anchors. x 4.Verified installation of the anchors. 2. Completed work inspected was not in compliance with x © Approved plans and specifications ❑ Shop drawings 5. Verified anchor diameter. g 6. Verified steel grade. x ❑ RFI ❑ Design change ❑ Submittal N/A 7. Verified hole diameter. x x Document#(s) SEE NOTES SECTION Dated: SEE NOTES 8. Verified type of drill bit used. 9. Verified hole cleaning method. x 3.Noncompliance item(s)were noted this date,details on 10. Verified adhesive application. x following page(s). ® Yes n No ❑ N/A 11. Verified edge distance. x 4. Noncompliance item(s)were reinspected this date,details 12. Verified spacing. x on following page(s). ❑ Yes ❑ No © N/A 13. Verified installation torque. x ❑ Conform ❑ Remain in progress Evaluation report number&date: Report(s)findings were discussed and left with ESR 1917, 05/01/13 DOYLE of DOYLE ALLIES Name of product being installed 1/2" KBTZ HILTI ANCHOR Batch Number N/A 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. See additional report page(s). El Distribute attachments. Page 1 of 1 Daily Report of Proprietary Anchors For: 08/14/2013 CTI Job #: E1301479. Project: ECOSORT MATERIALS RECOVERY FACILITY Notes: DOCUMENTS #'S: SK-05, REVISED DOCUMENTS. DATED: 6/11/13, 08/01/13 & 6/2013. 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. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, INC. Leslie Steele Reviewed By: Project Manager Project Manager Review Date: 08/20/2013 DS/LS DOYLE ALLIES CONSTRUCTION T0: CITY OF SPRINGFIELD BUILDING DEPARTMENT DEVCO ENGINEERING INC - AL SCHOENER X 89970 HWY 99N.EUGENE OR .= 9 -. u y u N co O 0.i U LEI �, a 0 w w c F on in a U U H v c m i' U 0 B at d a c m M. E 0 U I.� U ". z ti, a w 4-1 0 H X no O 0.1 0 `-' -. w CO ■ O• O. ° `n U E w c4 rt. O H C,) o a w - d a H F .- H V Q z H w' 0 0 H w▪ ° a a o a — u EEC Z IX H M El F o z F H w a w a a u E Z H a Z X o m x a. ELI 4 in N u w0 H H w E' y ° U ▪ in w ol X 1 0 u0 Z N H 0 N H zoa H CT) w H x HH H I rl F U • W u 0 0 ca V] En 1 - w' CI H O N t l o H a w f`l CPI N CO H U' Y Z z 0 H 00a zw CO VJ Hw l 0 H d H -' °' ` d. a v, 0 O C\ R 'O O = V] < w W ° 0 Z a z • .w] 0 Non MN 0 € z = H O H W 0 o O < W O. O.. 0. P. v °U ° X O 0 Y ad OA D L. 0. O U w F a C w w c H es • U c Y C0 m c m U N • O 0. d d_ 0 S. E 0 U a V � z = 4, F.I y �• + 0 CO:C? C 0 F M 0 Hw C '4 x X y C o co L f# Q ❑ In V G H 0 U _ O W 6 N . a H t a Z ca z o H 0 a ❑ E a o a — a x N U 1, 0 F Z Z H H E-i H£ x x Hz N O 01 0 H H [L H Z ❑ Z 01 w x `C 0(0 U 5 X H = H H r] r .- 20 0 4 H Cr: Z H H H H w w x H ro U U o o CO LC) N a ❑ H m OU a co o H a w M co d z H Z H U o a zw c o U 1 1-1 4 1 o waz H a H r, E ad aEno d a z• o r` z ¢ z • = ° Woo ,.i -� o � " z, H aru 0 I) CD = rH > °• 'o O 7 o Q„ E uo x Q W o. O. P. a. :: O F •