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HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2009-12-1 1- Carlson Testing, Inc. '6L Bend Office Geotechnical Office Eugene Office Salem Office Tigard Office (541) 330-9155 (503) 601-8250 (541 )345-0289 (S03) S89-1252 (503) 684-3460 Daily Report of Proprietary Anchors Client: DATA SPECIALTIES INC - VERN KOOPS Project: DATA CENTER EXPANSION Address: 123 INTERNATIONAL WAY - SPRINGFIELD, OR Jurisdiction: CTI representative S, FOX OBOA 177 was on site this date Dee. 01. 2009 to perform Special Inspection for: Permit COM 2009-01260 DFS #(s) SCOPE OF INSPECTION t. Checked in with superintendent or client representative. Name: VERN Company: DATA SPECIALTIES 2, Inspection was "IBC" GJ Continuous D Periodic PROPRIETARY ANCHORS Yes NoN/A I. Reviewed previous inspection reports? 2. Reviewed evaluation report? I: I I Verified following items meet manufacturer's published installation instructions. 3. Verified minimum embedment depth of the anchors. 4,Verified installation of the anchors. 5. Verified anchor diameter. 6. Verified steel grade. 7, Verified hole diameter. I 8. Verified type of drill bit used. 9. Verified hole c1eanin!] method. 10. Verified adhesive applicatIOn. I L Verified edge distance. 12. Verified spacing. 13. Verified installation torque. x X X X X X Ix Ix Ix CTI Job #: E0901042. SPRINGFIELD PO Number: Location of proprietary anchors inspected [to include grid lines, elevations (floors) and drawing details]: CONTRACTOR INSTALLED 1120) 1/4"X 2 1/4" KB-3 ANCHORS INTO FLOOR SLAB IN CORRIDOR FOR NEW RAISED ,LQOR WITH 2" EMBED AND 4 FTILBS OF TOROUE, ALSO 181 3/8"X 4" SIMPSON TITEN ANCHORS FOR EACH OF THE 121 300 KVA POWER DISTRIBUTION UNIT RACKS WITH A MAXIMUM TOROUE OF 50 FT/LBS REPORT SUMMARY x x-I I I I L Work inspected was: GJ Completed D In progress 2, Completed work inspected was in compliance with GJ Approved plans and specifications D Shop drawings D RFj D Design change GJ Submittal D N/A Document #(s) 209335 Dated: 8/14/09 3. Noncompliance item(s) were noted this date, details on following pagers). DYes D No GJ N/A 4. Noncompliance item(s) were reinspected this date, details on following pagels). DYes D No GJ N/A D Conform D Remain in progress Evaluation report number & date: Ice ESR 2302 AND 2713 12/01/08, 9101108 of Name of product being installed HILTI KB-3, TITENS Batch Number Expiration Date Report(s) findings were discussed and left with 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. D See additional report page(s). D Distribute attachments. Page _of_ Daily Report of Proprietary Anchors cn Joh #: E0901042. For: 12/01/2009 Project: DATA CENTER EXPANSION 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 f. without prior authorization from this office. Under all circurnstances. the information contained in this report is provided subject to all terms and conditions of CTl's General Conditions in effect at the tirne this report is prepared, No party other than those to whom cn 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 subrnitted, CARLSON TESTING, INC Reviewed By: Steven Dugger Review Date: 12/04/2009 SF /KMF DATA SPECIALTIES INC - VERN KOOPS TO: CITY OF SPRINGFIELD BUILDING DEPARTMENT KPFF FAX/714-523-1861 ROBERT RITNER FAX/S03-227-7980 FAX/714-832-1999 PEACE HEALTH RIVERBEND ANNEX Carlson Testing, Inc. ~ Bend Office Geotechnical Office Eugene Office Salem Office Tigard Office (541}330-9155 (503) 601-8250 (541) 345-0289 (503) S89-I2S2 (503) 684-3460 Daily Report of Proprietary Anchors Client: DATA SPECIALTIES INC - VERN KOOPS Project: DATA CENTER EXPANSION Address: 123 INTERNATIONAL WAY - SPRINGFIELD, OR Jurisdiction: CTI representative S, FOX OBOA 177 was on site this date Nav, 30, 2009 to perform Special Inspection for: Permit COM 2009-01260 DFS #(s) SCOPE OF INSPECTION 1. Checked in with superintendent or client representative. Name: VERN Company: DATA sp~rTn.TTIES 2, Inspection was "!BC" GJ Continuous D Periodic PROPRIETARY ANCHORS Yes NoN/A 1. Reviewed previous inspection reports? 2. Reviewed evaluation report? I: I I I Verified following items meet manufacturer's published installation instructions. 3, Verified minimum embedment depth of the anchors. 4,Verified installation of the anchors. 5. Verified anchor diameter. 6. Verified steel grade. 7. Verified hole diameter. 8. Verified type of drill bit used. I 9, Verified ~ole cleaning method. 110. Verified adhesive application. III. Verified edge distance. 112. Verified spacing. 113. Verified installation torque. X X x X X X X X X CTI Job #: E0901042. SPRINGFIELD PO Number: Location of proprietary anchors inspected [to include grid lines, elevations (floors) and drawing details]: CONTRACTOR INSTALLED 1200\ 1/4"X 2 1/4" HILTI KB-3 .~CHORS INTO FLOOR SLAB IN THE CORRIDOR WITH 2" EMBEDMENT AND A MINIMUM 4 FT/LBS OF TOROUE FOT THE NEW RF.ISED FLOOR PEDESTALS INSTALLED PER DETAIL SHEET # 5 OF KPFF DRAWINGS 18/14/09\ REPORT SUMMARY 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 0 Design change GJ Submittal 0 N/A Document #(s) 209335 Dated: 8/14/09 X X 3. Noncompliance item(s) were noted this date, details on following pagers). 0 Yes 0 No GJ N/A 4. Noncompliance item(s) were reinspected this date, details on following pagers). 0 Yes 0 No GJ N/A D Conform D Remain in progress Evaluation report number & date: ICC ESR 2302 12/01/08 of Name of product being installed HILTI KB-3 Batch Number 0011281280 Expiration Date Report(s) findings were discussed and left with 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. D See additional report pagers), D Distribute attachments. Page _of _ Dail)' Report of Proprietary Anchors en Job #: E0901042. Project: DATA CENTER EXPANSION For: 1113012009 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 f1 without prior authorization from this office. Under all circumstances. the information contained in this report is provided subject to all terms and conditions of CTl's General Conditions in effect at the tirne this report is prepared. No party other than those to whom cn 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: 12/04/2009 SF/KMF DATA SPECIALTIES INC - VERN KOOPS TO: CITY OF SPRINGFIELD BUILDING DEPARTMENT KPFF ROBERT RITNER FAX/714-523-1861 FAX/503-227-7980 FAX/714-832-1999 PEACE HEALTH RIVERBEND ANNEX Carlson Testing, Inc. \1L 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: DATA SPECIALTIES INC - VERN KOOPS Project: DATA CENTER EXPANSION Address: 123 INTERNATIONAL WAY - SPRINGFIELD, OR Jurisdiction: CTI representative S. FOX OBOA 17 7 was on site this date Nov. 25. 2009 to perform Special Inspection for: Permit COM 2009-01260 DFS #(s) SCOPE OF INSPECTION 1. Checked in with superintendent or client representative. Name: BILL Company: DATA SPECIALTIES 2, Inspection was "[BC" Q Continuous PROPRIETARY ANCHORS 1. Reviewed previous inspection reports? 2. Reviewed evaluation report? Verified following items meet manufacturer's published installation instructions. 3. Verified minimum embedment depth of the anchors. 4,Verified installation of the anchors, 5. Verified anchor diameter. 6, Verified steel grade, I 7, Verified hole diameter. I 8. Verified type of drill bit used, I 9, Verified hole c1eanin& method. 110. Verified adhesive application. /11. Verified edge distance. 112, Verified spacing, 113. Verified installation torque. o Periodic YesNoN/A I ~ I I I Ix X X X X Ix I I Ix Ix I x CTI Job #: E0901042. SPRINGFIELD PO Number: Location of proprietary anchors inspected [to include grid lines, elevations (floors) and drawing details]: CONTRACTOR INSTALLED 1601 1/4"X 2 1/4" HILTI KB-3 ANCHORS INTO THE FLOOR SLAB IN THE CORRInOR WITH 2" EMBEDMENT AND A MINIMUM OF 4 FT/LBS OF TOROUE FOR THE NEW RAISED FLOOR PEDESTALS AS PF.R DETAIL SHEET #5 OF KPFF DRAWINGS IR/14/091 REPORT SUMMARY \, 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 0 Design change [i] Submittal 0 N/A Document #(s) 209335 Dated: 8/14/09 X X 3. Noncompliance item(s) were noted this date. details on following pagers). 0 Yes 0 No GJ N/A 4. Noncompliance item(s) were reinspected this date, details on following pagels). 0 Yes 0 No GJ N/A D Conform D Remain in progress Evaluation report number & date: ICC ESR 2302 12/01/08 of Name of product being installed HILTI KB-3 Batch Number 001l28128Q Expiration Date Repon(s) findings were discussed and left with 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 repon pagers). o Distribute attachments. Page _of _ Daily Report of Proprietary Anchors cn Job #: E0901042. For: 11/2512009 Project: DATA CENTER EXPANSION 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 f. without prior authorization from this office. Under all circumstances. the information contained in this report is provided subject to all terms and conditions of CTl's General Conditions in effect at the time this report is prepared, No party other than those to whom CTl 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. Reviewed By: Steven Dugger Review Date: 12/04/2009 SF /KMF DATA SPECIALTIES INC - VERN KOOPS TO: CITY OF SPRINGFIELD BUILDING DEPARTM~NT KPFF ROBERT RITNER FAX/714-523-1861 FAX/503-227-7980 FAXj714-832-1999 PEACE HEALTH RIVERBEND ANNEX Carlson Testing, Inc. ~ Bend Office Geotechnical Office Eugene Office Salem Office Tigard Office (S41) 330-91S5 (503) 601-8250 (54 I) 345-0289 (503) 589-12S2 (503) 684-3460 Daily Report of Proprietary Anchors Client: DATA SPECIALTIES INC - VERN KOOPS Project: DATA CENTER EXPANSION Address: 123 INTERNATIONAL WAY - SPRINGFIELD, OR Jurisdiction: CTI representative S. FOX OBOA 177 was on site this date Nov. 24, 2009 to perform Special Inspection for: Permit CQ!:l 2.Q.09.=PJ2..60 DFS #(s)- - SCOPE OF INSPECTION I. Checked in with superintendent or client representative. Name: BILL Company: DATA SPECIALTIES INC 2. Inspection was "IBe" [1J Continuous o Periodic PROPRIETARY ANCHORS Yes NoN/A I. Reviewed previous inspection reports? 2. Reviewed evaluation report? I: I I I Verified following items meet manufacturer's published installation instructions. 3, Verified minimum embedment depth of the anchors. 4.Verified installation of the anchors. 5. Verified anchor diameter. 6. Verified steel grade, 7. Verified hole diameter. I 8, Verified type of drill bit used. I 9. Verified hole cleanin& method. 110. Verified adhesive application. I I I. Verified edge distance. 112. Verified spacing. 13. Verified installation torque. X X X X x X I X I I Ix I 1 X I I I I X I I I I x I I Evaluation report number & date: ICC ESR2302 12/01/08 Name of product being installed HILTI KB-3 Batch Number 0011281280 Expiration Date CT] Job #: ,nqm n4? SPRINGFIELD PO Number: Location of proprietary anchors inspected [to include grid lines, elevations (floors) and drawing details]: CONTRACTOR INSTALLED (260 l-J /4.o:X_2 1/4" HTJ.TT KB-3 ANCHORS INTO FLOOR SLAB IN THE DATA C.F'.N'T'F.R ROOM WITH A 2" EMBEDMENT AND 4 FT /LBS OF TORmTr.. FOR THE RAISED FLOOR PEDF.STALS PER DETAIL SHF.F.T #5 OF KPFF DRAWINGS DATED 8/14/09 REPORT SUMMARY I. Work inspected was: [jJ Completed 0 In progress 2. Completed work inspected was in compliance with o Approved plans and specifications 0 Shop drawings o RFI 0 Design change GJ Submittal 0 N/A Document #(s) ;109335 Dated: 8/14/09 3, Noncompliance item(s) were noted this date, details on following pagers). 0 Yes 0 No [jJ N/A 4. Noncompliance item(s) were reinspected this date. details on following page(s). 0 Yes 0 No GJ N/A D Conform D Remain in progress Report(s) findings were discussed and left with of 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 cn Job #: E0901042. For: 11/24/2009 Project: DATA CENTER EXPANSION Notes: In some cases rnore 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 fl without prior authorization frorn 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 rnatter, please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, INC. Reviewed By: Steven Dugger Review Date: 12/03/2009 SF/KMF DATA SPECIALTIES INC - VERN KOOPS TO: CITY OF SPRINGFIELD BUILDING DEPARTMENT KPFF ROBERT RITNER FAX/714-523-1861 FAX/S03-227-7980 FAX/714-832-1999 PEACE HEALTH RIVERBEND ANNEX Carlson Testing, Inc. ~ Bend Office Geotechnical Office Eugene Office Salem Office Tigard Office (54I}J30-9155 (S03) 60t-8250 (54I}J45-0289 (503) 589-I2S2 (503) 684-3460 Daily Report of Proprietary Anchors Client: DATA SPECIALTIES INC - VERN KOOPS Project: DATA CENTER EX!ANSION Address: 123 INTERNATIONAL WAY - SPRINGFIELD, OR CTI representative S. FOX OBOA 177 wason site this date I;; Nov, 23, 2009 Permit~COM_29~0..9.;;,0 I 2 60 DFS #(s) Jurisdiction: CTI Job #: E0901042. SPRINGFIELD to perform Special Inspection for: SCOPE OF INSPECTION I. Checked in with superintendent or client representative. Name: BILL Company: DATA SPECIALTIES 2. Inspection was "lBC" GJ Continuous D Periodic PROPRIETARY ANCHORS Yes NoN/A 1. Reviewed previous inspection reports? 2, Reviewed evaluation report? I: I I I Verified following items meet manufacturer's published installation instructions. 3, Verified minimum embedment depth of the anchors. 4.Verified installation of the anchors. 5. Verified anchor diameter. 6. Verified steel grade. 7. Verified hole diameter. I 8, Verified type of drill bit used. I 9. Verified hole cleaning method. 110. Verified adhesive app\ication. II I. Verified edge distance. 112. Verified spacing. I ] 3. Verified instal ration torque. x X x x X X 1 I I x I I x I I x I Evaluation report number & date: ICC ESR 2302 12/1/08 Name of product being installed HILTI KB-3 Batch Number 0011281280 Expiration Date PO Number: Location of proprietary anchors inspected [to include grid lines. elevations (floors) and drawing details]: CONTRACTOR INSTALLED /522.l-1/4"X 2 1/4" HILTI - -- KB-3 ANCHORS INTO FLOOR SLAB IN THE DATA CENTER ROOM. WITH 2" EMBEDMENT AND 4 FT/LBS OF TOROUE FOR THE RAISED FLOOR PEDESTAL PER DETAIL SHEET #5 OF KPrr DRAWINGS DA~~n R/14/0g REPORT SUMMARY I. Work inspected was: [iJ Completed 0 In progress 2. Completed work inspected was in compliance with o Approved plans and specifications 0 Shop drawings o RFI 0 Design change [iJ Submittal 0 N/A I Ix Ix I I I Document #(5) 209:n5 Dated: 8/14/09 3. Noncompliance item(s) were DOted this date, details on following page(s). 0 Yes 0 No [iJ N/A 4. Noncompliance item(s) were reinspected this date, details on following page(s). 0 Yes 0 No [iJ N/A o Conform 0 Remain in progress Report(s) findings were discussed and left with BILL of DATA SPECIALTIES Based on the Code. approval is required /Tom 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. D See additional report page(s), o Distribute attachments. Page _of _ Daily Report of Proprietary Anchors en Joh #: E0901042. Project: DATA CENTER EXPANSION For: 11/23/2009 Notes: In some cases more than one box rnay 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 f, without prior authorization from this office, Under all circurnstances, 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 whorn 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 rnatter, please do not hesitate to contact this office. Respectfully subrnitted, CARLSON TESTING, INC. Reviewed By: Steven Dugger Review Date: 12/03/2009 SF/KMF DATA SPECIALTIES INC - VERN KOOPS TO: CITY OF SPRINGFIELD BUILDING DEPARTMENT KPFF ROBERT RITNER FAX/714-523-1861 FAXjS03-227-7980 FAX/714-832-1999 PEACE HEALTH RIVERBEND ANNEX Carlson Testing, Inc. ~ Bend Office Geotechnical Office Eugene Office Salem Office Tigard Office (54l) 330-9155 (503) 601-8250 (541) 345-0289 (503) 589-1252 (503) 684-3460 Daily Report of Proprietary Anchors Client: DATA SPECIALTIES INC - VERN KOOPS Project: DATA CENTER EXPANSION Address: 123.INTERNATIONAL WAY - SPRINGFIELD, OR Jurisdiction: CTI representative A. TURNER OBOA 844 was on site this date Nov. 11. 2009 to perform Special Inspection for: Permit COM 2009-01260 DFS #(s) SCOPE OF INSPECTION I. Checked in with superintendent or client representative. Name: MOSES Company: 2. Inspection was "IBC" D Continuous GJ Periodic PROPRIETARY ANCHORS Yes NoN/A I. Reviewed previous inspection reports? 2. Reviewed evaluation report? IxI Ix I Verified follow!!lg items meet manufacturer's published installation instructions. 3. Verified minimum embedment depth of the anchors. 4.Verified installation of the anchors. 5, Verified anchor diameter. 6. Verified steel grade, 7. Verified hole diameter. 8. Verified type of drill bit used. I 9, Verified hole cleaning method. 110. Verified adhesive application. I L Verified edge distance. 12. Verified spacing. 13. Verified installation torque. X X X X X I X I I 1 Ix I Ix Ix 1 I Ix I Ix I Evaluation report number & date: ICC ESR 1917 09/01/2007 Name of product being installed HILTI KB-TL- Batch Number N /A Expiration Date N 1 A en Job #: E090l 042. SPRINGFIELD PO Number: Location of proprietary anchors inspected [to include grid lines. elevations (floors) and drawing details]: LEG ANCHOR BOLTS FOR DATA CENTER AC STANDS. 3/8X5 ANCHORS WITH 3" EMBEDMENT. !361 ANCHORS TOTAL. 12) ANCHORS AT LESS THAN 3" EMBEDMENT. 11) AT 2-3/4" AND 11) AT 2-1/2". ACCEPTABLE PER LETTER FROM ENGINEER OF RECORD DATEn 11-11-0G. ALL WORK CONFORMS TO THE MANUFACTURER'S RECOMMENDATIONS AND APPROVED PLANS TO THE BEST OF THI S TNS PF'.r:'J'OR I S KNOWLF,n(;F:_ REPORT SUMMARY I, Work inspected was: GJ Completed 0 In progress 2. Completed work inspected was in compliance with GJ Approved plans and specifications 0 Shop drawings o RFl 0 Design change 0 Subminal 0 N/A Document #(s) SHEET n Dated: 10/1212009 3, Noncompliance item(s) were noted this date, details on following pagers). 0 Yes 0 No GJ N/A 4, Noncompliance item(s) were reinspected this date, details on following pagels). 0 Yes 0 No GJ N/A o Conform 0 Remain in progress Report(s) findings were discussed and left with !"lOSES of 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 pagers). D Distribute attachments. Page _of_ Daily Report of Proprietary Anchors cn Job #: E0901042. Project: DATA CENTER EXPANSION For: 11/11/2009 Notes: In some cases more than one box rnay be checked for a given item on the front page, Our reports pertain to the rnaterialtested/inspected only. Infonnation contained herein is not to be reproduced. except in f. 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 tirne 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: 11/30/2009 AT/LS DATA SPECIALTIES INC - VERN KOOPS TO: CITY OF SPRINGFIELD BUILDING DEPARTMENT KPFF ROBERT RITNER FAX/714-523-1861 FAX/S03-227-7980 FAXj714-832-1999 PEACE HEALTH RIVERBEND ANNEX