Loading...
HomeMy WebLinkAboutB16-0117 special inspection final report.pdfFINAL REPORT OF SPECIAL INSPECTIONS ~~ect: Christy Sports Vail Village Project Location: 2 93 Bridge Street Permit Number:B __ 1_6_-_0_1_1_7 ____ _ Owner Christy Sports LLC, Hugh O'Winter Address 875 Parfet Street City: Lakewood Zip: _8_0_2_1_5 __ _ Special Inspections Agency -Desi§ll Professiellal J.n-Ghafge:-GROUND Engineering Consul tan ts, Inc. Address: PO Box 4 6 4 City: Gypsum Fax: (970) 524-0721 State: _C_O ____ Zip: 81637 Phone: (970) 524-0720 E-mail: chris. hutto@groundenq.com carl.henderson@groundeng.com To the best of my information, knowledge, and belief, the special inspections and/or testing required for this project, have been completed in accordance with the contract documents. Interim reports submitted prior to this Final Report of Special Inspections form a basis for, and are to be considered an integral part of this final report. Any discrepancies that were noted in all interim reports have been corrected. *Please see "16-6564,ChristySV.cwi.Reports.all.160728.prt" Prepared by: Carl Henderson, P.E. ;r~ ~'"" 8-8-2016 Date Preparer's Seal and Signature Required ~©~OW~ n AUG 16 2016 U TOWN OF VAIL -12- Client: Hugh O'Winter Christy Sports llRDUND 875 Parfet Street Lakewood, CO 80215 ENGINEERING Date: July 5, 2016 Christy Sports Vail Village Structural Steel Cover Report Location: Site Job Number: 16-6564 As scheduled, a representative arrived to perform special inspection services. The following is a summary of services provided on th is date. 1) GROUND arrived on site and contacted Charlie with Evans Chaffe. 2) GROUND could not perform weld inspection due to the welds have not had the slag removed and the welds are painted for the added plates to existing beams to added HSS columns, welded splices at the channel edge, HSS to channels and HSS column to existing column for the east and west entry. This will be added as discrepancy item #1 . The following below is not found per plans: A) HSS welded to existing HSS is not welded continuously as noted in the project specifications and no weld detail is provided. Picture #1 is attached to the following page. This is added as discrepancy item #2. B) Bent plate with stiffeners has not been installed per section 1 on S3. This is added discrepancy item #3. Picture #2-4 is attached to the following page. C) HSS to edge channels have not been welded continuously as per the project specifications and no weld details. This is added as discrepancy item #4. Picture #5 is attached to the third page. D) Existing CMU pier has not been removed per Section 1 on S1 and various welded connections was completed on the existing beam. Picture #6 attached to the third page. This is added as discrepancy item #5. 3) GROUND inspected high strength bolted connections of channel edge to shear plate for the west entry. The bolts are found loose and this will be added as discrepancy item #6. 4) GROUND inspected post installed anchors for the added HSS columns to foundation for the east and west entry frames. The center column on the east entry was found with loose anchors and this is added as discrepancy #7. Remaining connections are found tightened per project specifications. 5) GROUND is requesting Welding Procedure Specifications (WPS), Welder Qualification Test Records (WQTR) and continuity logs if the WQTRs are greater than 6 months old from the welding crew performing the welding on the east and west entry in accordance with AWS D1 .1-1 O clause 6 table 6.1 . This is added as discrepancy item #8. Charlie was contacted, via phone, and was informed of todays inspections and E-mailed a copy if this report with the current discrepancy list. Yes No Outstanding Discrepancies Reported this Date? {!) Qz , /f /J No .. of Pages Attach.ed: 2 / ./J /J/ ~ l Field Representat1v~rt:\twR!eng.com ~ (_; Englewood , Commerce City, Loveland, ranby, Gypsum BRDUND Client: Hugh O'Winter Christy Sports 875 Parfet Street Lakewood, CO 80215 ENGINEERING Christy Sports Vail Village Comments Date: July 5, 2016 Location: Site Job Number: 16-6564 Additional Comments or Photos: Partial welding www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum BRDUND ENGINEERING Client: Hugh O'Winter Christy Sports 875 Parfet Street Lakewood, CO 80215 Christy Sports Vail Village Comments Date: July 5, 2016 Location: Site Job Number: 16-6564 Add itional Comments or Photos: Added top and bottom angles to existing beam and plate to bottom www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum llRDUND Client: Hugh O'Winter Christy Sports 875 Parfet Street Lakewood, CO 80215 ENGINEERING Date: July 12, 2016 Christy Sports Vail Village Structural Steel Cover Report Location: Site Job Number: 16-6564 As scheduled, a representative arrived to perform special inspection services. The following is a summary of services provided on this date. 1) GROUND arrived on site and contacted Charlie with Evans Chaffee to follow up on Outstanding Steel discrepancies. The following below is of the inspections: A) Reinspected welded connections in regards to OD #1 and found the connections have had the weld slag removed. These connections are found visually in compliance with AWS D1 .1-10 clause 6 table 6.1; however, these connections will be considered non- complaint until GROUND receives copies of the welding certifications as requested in OD #8. Discrepancy item #1 is closed on todays date. B) Reinspected high strength bolted connections in regards to OD #6 and found these connections tightened per project plans. This will close this item on todays date. C) Reinspected anchor connections in regards to OD #7 and found these connections tightened per project specifications. This will close this discrepancy on todays date. 2) GROUND was informed the remaining open discrepancies have been reviewed by the Engineer of Record and the documentation is pending. 3) GROUND was informed Highline steel has been contacted for the welding certifications. Charlie was present for todays inspections and E-mailed a copy of the report with the updated discrepancy list. Yes No Outstanding Discrepancies Reported this Date? Q {!) , ,/J ,/J No .. of Pages Attach.ed: o ·z / _// /(_( 7J' l Field Representat1v~r@~eng.com Y'" (_; Englewood, Commerce City, Loveland, ranby, Gypsum llRDUND Client: Hugh O'Winter Christy Sports 875 Parfet Street Lakewood, CO 80215 ENGINEERING Date: July 20, 2016 Christy Sports Vail Village Structural Steel Cover Report Location: OD list review Job Number: 16-6564 As scheduled, a representative arrived to perform special inspection services. The following is a summary of services provided on this date. 1) GROUND received and reviewed Engineer of Record Letter dated July 12, 2016 in regards to outstanding steel discrepancies #2-5. These connections are found acceptable and will close these discrepancies on todays date per letter received. 2) GROUND received and reviewed Welder Qualifications Test Records for Highline steel and Continuity letters in regards to outstanding steel discrepancy item #8. These are found completed per AWS D1 .1; however, the Welding Procedure Specifications have not been received as requested. This discrepancy will remain open. Elliott Montgomery and Charlie with Evans chaffee was E-mailed a copy of this report with the updated discrepancy list. Yes No outstanding Discrepancies Reported this Date? 0 (!)z , /J /l No'. of Pages Attach.ed: o / ./J /(/ ~ l Field Representat1v~~MRleng.com ~ (; Englewood , Commerce City, Loveland, ranby, Gypsum BRDUND Client: Hugh O'Winter Christy Sports 875 Parfet Street Lakewood, CO 80215 ENGINEERING Date: July 28, 2016 Christy Sports Vail Village Structural Steel Cover Report Location: OD List review Job Number: 16-6564 As scheduled, a representative arrived to perform special inspection services. The following is a summary of services provided on this date. 1) GROUND received and reviewed Welding Procedure Specification (WPS) as requested in regards to outstanding steel discrepancy item #8. This will close this discrepancy on todays date. Elliot and Charlie with Evans Chaffee was E-mailed a copy of this report with the updated discrepancy list. Outstanding Discrepancies Reported this Date? 0 ~ ~ ~ No. of Pages Attached: o -/~ (; Field Representativ~~twrueng.com Englewood, Commerce City, Loveland, Granby, Gypsum BRDUND Client: Hugh O'Winter Christy Sports 875 Parfet Street Lakewood, CO 80215 ENGINEERING Field/Fab. Shop? Field Fabrication Shop: Date Item CWI Christy Sports Vail Village Job Name: Christy Sport vail village Job Number: 16-6564 General Contractor: Evans Chaffe Outstanding Structural Steel Discrepancy Log Date Reported Number initials Description of Discrepancy Resolved Welded connections have not had the weld slag removed and all connections 7/5/16 1 JB are painted prior to GROUNDS inspection. Not compliant per AWS D1 .1 Clause 7/12/16 5 section 5.30.2 HSS welded to existing HSS is not welded continuously as noted in the project 7/5/16 2 JB specifications and no weld detail is provided 7/20/16 Reviewed with GC 7/12116, JB HSS to edge channels have not been welded continuously as per the project 7/5/16 3 JB specifications and no weld details. 7/20/16 Reviewed with GC 7/12116, JB HSS to edge channels have not been welded continuously as per the project 7/5/16 4 JB specifications and no weld details. 7/20/16 Reviewed with GC 7/12116, JB Existing CMU pier has not been removed per Section 1 on S1 and various 7/5/16 5 JB welded connections was completed on the existing beam. Not per plans 7/20/16 Reviewed with GC 7/12116, JB High strength bolts are found loose from the edge channel to shear clip for the 7/5/16 6 JB west entry frame 7/12/16 The center column on the east entry was found with loose anchors at the base 7/5/16 7 JB to foundation 7/12/16 GROUND is requesting WPS, WQTR and continuity logs if the WQTRs are 7/5/16 8 JB greater than 6 months old from the welding crew performing the welding on the 7/28/16 east and west entry in accordance with AWS D1 .1-10 clause 6 table 6.1. Hiahline steel 7/12/16 JB ~ W()TR<: <>nn r.nnl '"" 7/?0/1fi JR Per Plan I Per RFI PerAWS D1.1 EOR letter dated 7/12/16 #4 EOR letter dated 7/12/16 #5 EOR letter dated 7/12/1 6 #6 EOR letter dated 7/12/16 #7 Per plan Per plan Per plan It is the responsibility of the contractor to schedule our office to perform retesting once the necessary corrective action has been made or provide our office with documentation that resolves the discrepancy. www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum