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Home My WebLink AboutB06-0196 Special Inspections Final ReportOVAIUL�a TM FINAL REPORT OF SPECIAL INSPECTIONS Project: =our Seasons - Resor- PermitNumber: 806 -0_96 Project Location: 2109 `or ^_ F Road Owner RA ComiDan es & Aff _ia_-es, _LC Address 86 C^ar:�ers S :reec, 704 City: -NY' -NY Zip: 10007 Design Professional InCharge:Cro::ad ^ai eeri a - �onsu_zaazs, :^c(Spec-ai 1^sz)ec:ors) Address: PO Box 464, 101A Ai--D Dr've :09 City: Gypsum State: CO Zip: 8+637 Phone: 970 -524 -0720 Fax: 970 - 524 -072 E -mail: m'_kewricgrourae_ ^.a.eom To the best of my information., knowledge, and belief, the special inspections and /or testing required for this project, have been cemp;eted 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 interirn reports have been corrected. Prepared by: v -c.^ K. War' - :er P.E Type or Prnt Name Signature Date P . R fF!R4 U� z9,_ Preparer's Seal and Signature Required -12- I AUG - 3 2010 rnWN OF VAIL Page 1 of 11 GROUND ENGINEERING CONSULTRNTS List of Outstanding Discrepancies Project Name: Four Seasons Resort Project No: 07 -6528 Client: Black Diamond Resorts - Vail, LLC Address: c/o RAL Companies & Affiliates, LLC Accepted 86 Chambers Street NY, NY 10007 Attn: Mr. Michael Rossi, P.E. Date: 07/24/10 Faxed to : It is the responsibility of the contractor to notify GROUND once corrections have been made and to schedule re- observations. The contractor should provide our office hard copies of any changes or approvals made by the Structural Engineer of Record. Date Item Outstanding Discrepancy Date Per Plan/ Per Reported No. Accepted RFI Need copies of AWS D1.1 WPS and WQTRs for all 03 -28 -08 1 welders on this project. 5/27/08 Per Plan Embeds anchored to concrete slabs are not 05 -27 -08 2 embedded. Stairs N -F 7/30/08 Per RFI #0735 Missing welds and un- chipped welds on Stairs N and 05 -27 -08 3 F. 7/30/08 Per DMR #049 Rebar was used to fill gaps on landings. Stairs N and 05 -27 -08 4 F 06 -10 -08 Per Plan Missing or loose anchors on landings. Stairs N and F 05 -27 -08 5 06 -10 -08 Per Plan Missing welds on Level 5.5 floor landing pan. 07 -21 -08 6 07 -21 -08 Per Plan Missing welds in several locations in Stair C on Level 7/30/2008 7 1 - Level 5 per details A/E8101, M/E8105, and 7/31/08 Per Plan N/E8103. Unchipped welds in Stair C on Level 1 to Level 5. 7/30/2008 8 7/31/08 Per Plan Landing angle seat on Level 4 1/2 was extended with 7/30/2008 9 a plate (detail A/E8101). 11 -04 -08 Per DMR #60 Missing anchor on NE post on Level 3 of Stair C. Per email from Kurt 7/31/2008 10 07 -09-10 McCormick dated 7 8-10 41 Inverness Drive East PO Box 464 Englewood, CO 80112 Gypsum, CO 81637 Tel:(303) 289 1989 Tel:(970) 524 0720 Fax:(303) 289 1686 Fax:(970) 524 0721 Page 2 of 11 It is the responsibility of the contractor to notify GROUND once corrections have been made and to schedule re- observations. The contractor should provide our office hard copies of any changes or approvals made by the Structural Engineer of Record. Date Item Outstanding Discrepancy Date Per Plan/ Per Reported No. Accepted RFI Under - filled CJP weld on 8" x 8" x 0.5" hanger on 7/31/2008 11 Level 5 at gridlines A5 - 15.3 (DMR #057). 11 -04 -08 Per Plan Non - compliant CJP welds on columns at Gridlines 08 -04 -08 12 A5/15.3 and A5/14.6 on Level 5. 11 -04 -08 Per Plan Need copies of AWS D1.1 WPS and WQTRs for 08 -14 -08 13 open root CJP welds. 08 -21 -08 Per Plan Flat bar was used to fill the gap between stringers Per Clausen 08 -19 -08 14 and embed on Level 3 1/2 of Stair J. 12 -18 -08 Engineering email dated 12 -17 -08 Shim was used between landing and support angle Per Clausen 08 -19 -08 15 on Level 4 of Stair J at the southeast comer. 12 -18 -08 Engineering email dated 12 -17 -08 Missing welds at two locations on landing in Stair Q 08 -21 -08 16 on Level 2 1/2. Marked with orange paint. 12 -16 -08 Per Plan Flat bar was used to fill gaps between stringers and Per Clausen 08 -21 -08 17 landings in Stair Q on Level 4. 12 -18 -08 Engineering email dated 12 -17 -08 Need written clarification from the Engineer of Record 08 -29 -08 18 for high strength bolt tightening. 01 -23 -09 Per DMR #077 Missing welds on bearing angle to landings on Levels 09 -12 -08 19 3 1/2 and 4 1/2 in Stair D. 12 -16 -08 Per Plan Shims were used between columns and landing on Per Clausen 09 -12 -08 20 Level 4 of Stair D. 12 -18 -08 Engineering email dated 12 -17 -08 Column base connections on Level 5 of Stair D are 09 -12 -08 21 not complete. 01 -21 -09 Per Plan Various areas were observed with missing welds and 10 -14 -08 22 welds that were not slagged. Stair A 12 -16 -08 Per Plan Preliminary observations were conducted on the arc spot welds for the roof deck. Non - compliant welds were observed due to lack of fusion around the Per DMR #087 and 10/14/2008 23 circumference of the arc spot weld. Paragraph 2.3.5.1 10 -28 -08 DMR #078 also states that arc spot welds are restricted to only the flat position 41 Inverness Drive East PO Box 464 Englewood, CO 80112 Gypsum, CO 81637 Tel:(303) 2891989 Tel:(970) 524 0720 Fax:(303) 289 1686 Fax:(970) 524 0721 Page 3 of 11 It is the responsibility of the contractor to notify GROUND once corrections have been made and to schedule re- observations. The contractor should provide our office hand copies of any changes or approvals made by the Structural Enaineer of Record. Date Item Outstanding Discrepancy Date Per Plan/ Per Reported No. Accepted RM GROUND also has not received copies of the AWS 10/14/2008 24 D1.3 welding procedure specifications (WPS) or 12 -10 -08 Per plan welder qualification test records (WQTRS). It was also observed that the side laps on the roof deck have been button punched together, the 10/14/2008 25 structural notes states that button punches are not 10 -15 -08 Per DMR #89 permitted. At Gridlines A14/2, beam to embed connection is in Per Menninger's 10 -15 -08 26 non - compliance. Area 3A 10 -24 -08 Field Report dated 10 -16 -08 At Gridlines A14/1, missing weld on tube steel to tube 10 -15 -08 27 steel connection. Area 3A 10 -17 -08 Per Plan At Gridlines A14.8/1, shear plate is only welded on 10 -15 -08 28 one side to embed. Area 3A 10 -24 -08 Per Plan At Gridlines Al 5.6/2, butt weld on shim plate between Per Nishkian 10 -15 -08 29 column and embed. Area 3A 10 -17 -08 Menninger drwg. dated 10 -16 -08 At Gridlines Al 5.6/2, undersized weld on top end of 10 -15 -08 30 diagonal brace. Area 3A 10 -17 -08 Per Plan At Gridlines A15.3/4.9, plate for fix per DMR #64 did Per Menninger's 10 -15 -08 31 not have 3/8" fillet weld on three sides. Area 3A 10 -24 -08 Field Report dated 10 -16 -08 At Gridlines Al 5.3/5.4, butt weld on shim plate Per Nishkian 10 -15 -08 32 between column and embed. Area 3A 10 -17 -08 Menninger drwg. dated 10 -16-08 At Gridlines A14.1/4.9, butt weld on shim plate Per Nishkian 10 -15 -08 33 between column and embed. Area 3A 10 -17 -08 Menninger drwg. dated 10 -16 -08 At Gridlines A14.6/1.4, loose bolt in beam- to-beam 10 -15 -08 34 connections. 12 -10 -08 Per DMR #090 At Gridlines A16.4/1 -1.6, tube steel to channel 10 -15 -08 35 connections were welded, not bolted. Area 3A 12 -10 -08 Per DMR #090 At Gridlines A16.8/2 -2.3, tube steel to channel 10 -15 -08 36 connections are welded, not bolted. Area 3A 12 -10 -08 Per DMR #090 41 Inverness Drive East PO Box 464 Englewood, CO 80112 Gypsum, CO 81637 Tel:(303) 289 1989 Tel:(970) 524 0720 Fax:(303) 289 1686 Fax:(970) 524 0721 Page 4 of 11 it is the responsibility of the contractor to notify GROUND once corrections have been made and to schedule re- observations. The contractor should provide our office hard copies of any changes or approvals made by the Structural Engineer of Record. Date Item Outstanding Discrepancy Date Per Plan/ Per Reported No. Accepted RFI At Gridlines A17- A17.4/3.7, loose bolts in two column 10 -15 -08 37 to beam connections. Area 3A 10 -17 -08 Per Plan At Gridlines All 7.4/3.7, torch gouges in plate for fix 10 -15 -08 38 per DMR #64. Area 3A 10 -17 -08 Per Plan At Gridlines Al 7.6/4.4, torch gouges in plate for fix 10 -15 -08 39 per DMR #64. Area 3A 10 -17 -08 Per Plan At Gridlines Al 7.9/132, column is not fully bearing on 10 -15 -08 40 embed. Area 3A 10 -17 -08 Per DMR #64 At Gridlines A16/5.6, beam -to -beam connection is 10 -15 -08 41 missing one bolt and welded. Area 3A 03 -12 -09 Per Plan At Gridlines A15.3/5.5, column is not fully bearing on 10 -15-08 42 embed. Area 3A 10 -24 -08 Per DMR #64 At Gridlines A14- A15.3/5, missing welds on horizontal 10 -15 -08 43 tube steel pieces. Area 3A 10 -17 -08 Per Plan & DMR #64 Roof deck at Area 3A - several locations did not have 10 -15 -08 44 2" of bearing per General Note IX.5. Area 3A 12 -10 -08 Per DMR #092 Type B roof deck on Level 8 at Gridlines A15.4- A17/1- 10-28-08 45 2.3 was not installed at this time. 03 -16 -09 Per Plan Two tube steel to channel connections on Level 8 at 10 -28 -08 46 Gridlines A18/3.7 -4 were welded, not bolted. 12 -10 -08 Per DMR #090 Missing welds on columns and diagonal braces to 11 -04 -08 47 embeds on Level 7 at Gddlines BC- 13D.4/131.8 -134.7. 11 -06 -08 Per Plan Stair landing channels to support angles are in non- Per Clausen Engr 11 -04 -08 48 compliance with the project plans on Level 4 1/2 of 7/12/10 letter PRO03 dated Stair D. 7/12/10 Top flange moment weld @ BA.8/131.6, welded 11 -11 -08 49 without backing or back gouge. 01 -23 -09 Per Plan Incomplete welded, tek screwed and PAF pin Nishkian Meninger Email 11 -17 -08 50 connections of roof deck at Gridlines BC -BD /B6 - B7 12 -10 -08 dated 11 -24 -08 and DMR and BD.3 - BE/136.3 - B7 in Area 3B. #106 41 Inverness Drive East PO Box 464 Englewood, CO 80112 Gypsum, CO 81637 Tel:(303) 289 1989 Tel:(970) 524 0720 Fax:(303) 289 1686 Fax:(970) 524 0721 Page 5 of 11 It is the responsibility of the contractor to notify GROUND once corrections have been made and to schedule re- observations. The contractor should provide our office hard copies of any changes or approvals made by the Structural Enaineer of Record. Date Item Outstanding Discrepancy Date Per Plan/ Per Reported No. Accepted RFI Need copies of AWS D1.3 WPS and WQTR for arc 11 -17 -08 51 seam welds with 7018 on Typ B deck in Area 3B. 7/24/10 Per Plan Bottom Flange moment weld connections on Level 11 -20 -08 52 10, Area 1 at Gridline 5/A11 -Al2 could not be tested 12 -10 -08 Per RFI #1270 due to joint configuration, FOR approval required. Missing 2" of deck support on Level 9 at grids BC /131 Per revised RFI #2760 11 -21 -08 53 and BC /B6 roof deck level. 7/9/10 dated 5-7 -10 Roof deck tek screwed to deck supports on Level 9 at Nishkian Meninger Email 11 -21 -08 54 Gridlines BA.5 -13C.3 /131 -136.3 and on Level 10 at 12 -10 -08 dated I1 -24 -08 and DMR Gridlines A10- 68/9.6 -12.6. #106 Roof deck connections not complete on Level 10 at 11 -21 -08 55 Gridlines A10- A15/9.5 -9.6 and A10- A14/12.6 -12.8. - 04 -13 -09 Per Plan and outer edge of dormer. DMR's Roof deck under the light gauge dormers on Level 10 11 -21 -08 56 at Gridlines A10- A15/.6 -12.6 could not be observed. 12 -29 -08 Per Plan Roof deck was tek screwed to supports in several Nishkian Meninger Email 11 -26 -08 57 locations at Gridlines A1.6- OA10.4/15 -17.6 on Level 12 -10 -08 dated 11 -24 -08 and DMR 11. #106 Low sections of dormer roof deck at Gridlines A1.6 - Per Plan and 11 -26 -08 58 Al 0.4/15-17.6 are not complete. 04 -13 -09 DMR's Level 5 at Gridlines BC.2/136.4 and 1313/136.4 only 1 Hyder Constr RFI 11 -26 -08 59 side of shear plates are welded to embeds for beam 2/19/10 #2760 received connections. 2/15/10 On Level 8 at Gridlines BC.2/131.3, the shear tab for 11 -26 -08 60 the 8x10 had long slots and the washers did not cover 12 -10 -08 Per DMR #090 the slots. On Level 8 at Gridlines BC.3/135.5, the beam Hyder Constr RFI 11 -26 -08 61 connection to embed was a clip angle, not a shear 2/19/10 #2760 received tab. 2/15/10 On Level 8 at Gridlines BC. 1/B5.5, the lower and Hyder Constr RFI 11 -26 -08 62 upper beam connections, the shear tabs were only 2/19/10 #2760 received welded on one side. 2/15/10 The bolted connections of the fascia channel were not 11 -26 -08 63 complete on Level 8 at Gridlines BC- BE.3 /B1 - B7. 03 -09 -09 Per Plan, DMR's and RFI's At Gridlines BA.5 /61 and BA.5/65.8 on Level 9 - 12 -02 -08 64 missing gussets under columns (columns are not fully 01 -23 -09 Per Plan bearing on embeds). 41 Inverness Drive East PO Box 464 Englewood, CO 80112 Gypsum, CO 81637 Tel:(303) 289 1989 Tel:(970) 524 0720 Fax:(303) 289 1686 Fax:(970) 524 0721 Page 6 of 11 It is the responsibility of the contractor to notify GROUND once corrections have been made and to schedule re- observations. The contractor should provide our office hard copies of any changes or approvals made by the Structural Engineer of Record. Date Item Outstanding Discrepancy Date Per Plan/ Per Reported No. Accepted RFI At Gridlines BA.6 /133 on Level 9, beam copes were 12 -02 -08 65 torch cut and no radius. 12 -04 -08 Per Plan At Gridlines BC.2/64.3 on Level 9, two short bolts in 12 -02 -08 66 beam to column connection. 12 -04 -08 Per Plan At Gridlines A14/11.6 on Level 9, diagonal brace 12 -02 -08 67 gusset is not welded to embed. 12 -04 -08 Per Plan At Gridlines Al 0/9.6 and Al 0/12.6 on Level 10, Per Nishkian 12 -02 -08 68 embeds were too low for beam connections. 4/21/10 Menninger; RFI 3131 At Gridlines Al 1/12.6 on Level 10, beam to column 12 -02 -08 69 connection is not tight ply, not in firm contact. 12 -10 -08 Per DMR #090 At Gridlines Al 1/10.8 on Level 10, long slots in beam 12 -02 -08 70 connection. 12 -04 -08 Per Plan and DMR's At Gridlines A14.3/11.6 and A14/12.6, Level 10, torch 12 -02 -08 71 cuts on beam flanges are not ground. 12 -29 -08 Per Plan At Gridlines A3/14 on Level 11, stiffener is missing 12 -04 -08 72 top welds. 12 -10 -08 Per Plan At Gridlines A3/15.1 on Level 11, shear plate is not 12 -04 -08 73 welded directly to column (3/4" spacer). 12 -18 -08 Per DMR #125 At Gridlines AA.7 /14.5 on Level 11, column cap plate 12 -04 -08 74 is welded, not bolted to beam. 12 -10 -08 Per DMR #0890 At Gridlines EA/E1 -E2 on Level 11, six moment 12 -04-08 75 connections are not complete. 01 -23 -09 Per RFI #1389 At Gridlines A8.6/16.9 on Level 11, shear plate is not 12 -04 -08 76 continuous through column. 12 -16 -08 Per DMR #121. At Gridlines Al 0/17.2 on Level 11, column is not 12 -04 -08 77 welded all around to embed (bottom). 12 -10 -08 Per Plan At Gridlines Al 0/16.4 and Al 0/16.8 on Level 11, 12 -04-08 78 embeds are off for beam connections. 12 -16 -08 Per DMR #119. 41 Inverness Drive East PO Box 464 Englewood, CO 80112 Gypsum, CO 81637 Tel:(303) 289 1989 Tel:(970) 524 0720 Fax:(303) 289 1686 Fax:(970) 524 0721 Page 7 of 11 It is the responsibility of the contractor to notify GROUND once corrections have been made and to schedule re- observations. The contractor should provide our office hard copies of any changes or approvals made by the Structural Engineer of Record. Date Item Outstanding Discrepancy Date Per Plan/ Per Reported No. Accepted RFI At Gridlines A9.7/16, A10 /16 and Al 0/15.8 on Level 12 -04 -08 79 11, embeds are off for beam connections. 12 -16 -08 Per DMR #119. At Gridlines A9.7/16 and A9.7/15.8 on Level 11, beam 12 -04 -08 80 connections were welded on two sides and shear 12 -16 -08 Per DMR #120. plates were smaller. Stair S on Level 2 flat bar used to fill gap between Per Clausen 12 -16 -08 81 stringer and landing. 12 -18 -08 Engineering email dated 12 -17 -08 Stair AE on Level 1 bottom of stair not anchored to Per email from Kurt 12 -16 -08 82 concrete. 07 -09 -10 McCormick dated 7 8 -10 Stair A on Level 4 1/2, 1/2" shim plate used to Per Clausen 12 -16 -08 83 between landing and post. 12 -18 -08 Engineering email dated 12 -17 -08 Stair A on Levels 6, 8 and 10 flat bar used to fill gaps Per Clausen 12 -16 -08 84 between stringers and landings. 12 -18 -08 Engineering email dated 12 -17 -08 Stair A on Level 9, there is a gap between post base Per Clausen 12 -16 -08 85 plate and embed and welded. Need Engineer of 12 -19 -08 Engineering email Record's approval. dated 12 -19-08 Stair B on Level 5, base plate on NE landing post was Per email from Kurt 12 -18 -08 86 cut off and had only one anchor. 07 -09 -10 McCormick dated 7 8 -10 Stair B on Levels 8 and 9, tube steel on NW corner 12 -18 -08 87 was not welded all around to embed. Embeds were 07 -09 -10 Per RFI #3484 off. Stair B on Level 9, plate was welded between Per Claussen 12 -18 -08 88 embeds for stringer connections. 12 -19 -08 Engineering email dated 12 -19-08 Stair B is missing welds in several locations and 12 -19 -08 89 undersized welds. 12 -29 -08 Per Plan Stair G on Level A, the clip angles are not fully 12 -30 -08 90 bearing on the concrete. 07 -15 -09 Per Plan Stair G on Level 4 1/2, southwest post was not 01 -05 -09 91 welded all around to landing. 6/14/10 Per Plan Stair H on Level 7 angles welded to landing posts and Per Clausen 01 -09 -09 92 anchored to concrete. 01 -23 -09 Engineer's email dated 01 -22 -09 41 Inverness Drive East PO Box 464 Englewood, CO 80112 Gypsum, CO 81637 Tel:(303) 289 1989 Tel:(970) 524 0720 Fax:(303) 289 1686 Fax:(970) 524 0721 Page 8 of 11 It is the responsibility of the contractor to notify GROUND once corrections have been made and to schedule re- observations. The contractor should provide our office hard copies of any changes or approvals made by the Structural Enaineer of Record. Date Item Outstanding Discrepancy Date Per Plan/ Per Reported No. Accepted RFI Stair E on Level 6, two landing posts are not 01 -13 -09 93 anchored to the concrete. 01 -21 -09 Per Plan Stair E on Level 61/2, landing to support angle on NE 01 -13 -09 94 comer has an undercut weld. 01 -21 -09 Per Plan Roof deck was not attached to the beam at Gridlines 01 -19 -09 95 A.3/A4.6 - 5.3 - covered by stud track. 01 -21 -09 Per Plan Elevator hoist beam was missing an anchor on Level 01 -21 -09 96 10 in Elevator HS1 and HS2. 01 -23 -09 Per Plan Elevator divider beam connection to concrete was not 01 -21 -09 97 per Detail 21/S1.0.5 on Level 5 in Elevator HS1 and 01 -23 -09 Per RFI #1392 HS2. Missing bolts in beam to column connection on Level Nishkian 01 -26 -09 98 11 at Gridlines A10 /9. 4/21/10 Menninger RFI 3131; Per DMR 90 Shear plate for beam connection is only welded on Hyder Constr RFI 01 -26 -09 99 one side on Level 10 at Gridlines A4.3/5.3. 2/19/10 #2760 received 2/15/10 Missing overhead welds on light gauge deck support 01 -26 -09 100 on Level 11 at Gridlines A10 - Al 0.3/6.8-8 and A5- 04 -13 -09 Per Plan A6/6.8 -8. Missing anchors in beam to concrete connection on 02 -03 -09 101 Level 7 at Gridlines A10.3/1.9. 03 -12 -09 Per Plan Hole torch cut in anchored plate is bigger than the 02 -03 -09 102 washer on the anchor on Level 7 at Gridlines A10.1. 07 -12 -10 Per RFI #3484 Missing deck support in several locations on Level 7 02 -03 -09 103 at Gridlines A7 - A11/1 -2. 02 -09 -09 Per Plan Missing button punches or seam welds on mansard 02 -03 -09 104 roof decks on Levels 6, 8 and 10. 02 -09 -09 Per Plan Missing seam welds on mansards roof deck on Level 02 -05 -09 105 7 in Area 3B. 02 -09 -09 Per Plan Adhesive anchors for timber handrails did not have 7" Per Nishkian 02 -05 -09 106 of embedment per DMR #96. 02 -09 -09 Menninger email dated 02 -05-09 41 Inverness Drive East PO Box 464 Englewood, CO 80112 Gypsum, CO 81637 Tel:(303) 289 1989 Tel:(970) 524 0720 Fax:(303) 289 1686 Fax:(970) 524 0721 Page 9 of 11 It is the responsibility of the contractor to notify GROUND once corrections have been made and to schedule re- observations. The contractor should provide our office hard copies of any changes or approvals made by the Structural Engineer of Record. Date Item Outstanding Discrepancy Date Per Plan/ Per Reported No. Accepted RFI Need written approval from the Engineer of Record Per Nishkian 02 -05 -09 107 for testing adhesive anchors for timber handrails that 02 -09 -09 Menninger email 1were not observed. dated 02 -05 -09 Missing side lap connections on roof deck at Gridlines 02 -09 -09 108 A4- A5/6.6 - 8.4. 04 -08 -09 Per Plan Loose anchor bolts on column base plates at 02 -16 -09 109 Gridlines A1.6 - A6/5.4 - 9.5 (Porte Cochere). 03 -09 -09 Per Plan Beam and framing connections at Gridlines A4.8 - 02 -16 -09 110 A6/9.5, A6/5.4 - 9.5 and A4.8 - A6/5.4, were not 04 -09 -09 Per Plan complete (Porte Cochere). Hole torch cut in beam web from cutting off shear tab 02 -16 -09 111 at Gridlines A2.5/8.2 (Porte Cochere). 03 -12 -09 Per Plan Missing welds, embeds misplaced and gaps between 1/4" stiffener plates and embeds on mansard bent Hyder Constr RFI 02 -16 -09 112 plates to embeds on Level 6, 7 and 8 per Detail 2/19/10 #2760 received 28/S7.03. 2/ 2/15/10 Loose bolts in fascia channels on Roof Level at 02 -16 -09 113 Gridlines A10 - Al 5.6/1.7 - 5.4 (Area 3A). 02 -19 -09 Per Plan Missing welds on stringers to landings in Stair P from 02 -17 -09 114 Level 8 to Level 10. 02 -19 -09 Per Plan Incomplete bolted connections of fascia channel at 02 -19 -09 115 Gridlines A10 -A13.5/5 - 5.4 and A14 -A116/1 - 5.4. 04 -03 -09 Per Plan Incomplete bolted connections of fascia channel at 02 -19 -09 116 Gridlines A10 -A10.5/5 -9.7 and A10 -A15/9.4 -9.7. 02 -27 -09 Per Plan Missing bolts in fascia channel at Gridlines EA/E1 - 02 -23 -09 117 E2. 02 -26 -09 Per Plan Fascia channel at Gridlines A1.7 - Al 0.5/13.5-18 had 02 -23 -09 118 several connections welded, not bolted (welded all 03 -04 -09 Per RFI #1480 around with a 1/4" fillet). Porte Cochere roof deck is missing all side lap 02 -26 -09 119 connections. 04 -08 -09 Per Plan 41 Inverness Drive East PO Box 464 Englewood, CO 80112 Gypsum, CO 81637 Tel:(303) 289 1989 Tel:(970) 524 0720 Fax:(303) 289 1686 Fax:(970) 524 0721 Page 10 of 11 It is the responsibility of the contractor to notify GROUND once corrections have been made and to schedule re- observations. The contractor should provide our office hard copies of any changes or approvals made by the Structural Enaineer of Record. Date Item Outstanding Discrepancy Date Per Plan/ Per Reported No. Accepted RFI Missing and loose bolts in fascia channel at Gridlines 02 -27 -09 120 A2 - A6/3.3 -12 (Area 1 and 2). 03 -05 -09 Per Plan, DMR's and RFI's Missing sag rod in tube steel wind girt on Level 6 at 03 -12 -09 121 Gridlines A3.2/1. 7/9/10 Per Revised RFI #3484 dated 7 -9-10 Missing anchor in wind girt end plate on Level 4 at 03 -16 -09 122 Gridlines A9.9/9.6. 04 -03 -09 Per Plan Sag rods on tube steel wind girt were spliced on Level Nishkian Menninger 03 -16 -09 123 4 at Gridlines A10/13 -14x3. 4/21/10 response to RFI 3131; Missing tek screws on PAF pins in roof deck on Level 03 -20 -09 124 10 at Gridlines A14 - A15.6/3 -4. Cooling Tower 04 -08 -09 Per Plan Missing tube steel on the Roof Level at Gridlines 3 - 03 -20 -09 125 3.5/15.2, Area 3A. Cooling Tower 7/20/10 omitted per RFI 3131; rcvd 7/20/10 Missing deck support (roof deck) at Gridlines A14 - 03 -20 -09 126 A15.6/3 -4. Cooling Tower 04 -03 -09 Per Plan Non - compliant welded connection of tube steel to Nishkian Menninger 04 -08 -09 127 gusset on Level 10 at Gridlines Al 4/3.7, gap and two 4/21/10 response to RFI plates were used to span the gap. 3131; Missing PAF pins and missing and non - compliant arc 04 -09 -09 128 spot -welds on level 8 at Gridlines A14- A16/2.7 -3 and 04 -10 -09 Per Plan A14- - Al 5.6/3.9 - 4.4. No side lap connections on the roof deck at Level 8 04 -09 -09 129 on Gridlines A14 - A16/2.7 - 3.4 and A14 - Al 5.6/3.9 - 04 -10 -09 Per Plan 4.4. 4 "x8 "x3/8" HSS column, top connection on south is 12 -07 -09 130 missing two anchors, because of embed, cap plate 07 -09-10 Per RFI #3484 welded to embed on Level 5 of Elevator RS -3 per RFI #2333. 4 "x8 "x3/8" HSS column top connection on north is 12 -07 -09 131 missing one anchor, because of embed, cap plate 07 -09 -10 Per RFI #3484 welded to embed and one loose anchor on Level 5 at Elevator RS -3. 4 "x8 "x3/8" HSS column top north is missing two 12 -07 -09 132 anchors because a pipe was in the way on Level 3 of 06 -14 -10 Per RFI #2796 Elevator RS -3. 41 Inverness Drive East PO Box 464 Englewood, CO 80112 Gypsum, CO 81637 Tel:(303) 289 1989 Tel:(970) 524 0720 Fax:(303) 289 1686 Fax:(970) 524 0721 Page 11 of 11 It is the responsibility of the contractor to notify GROUND once corrections have been made and to schedule re- observations. The contractor should provide our office hard copies of any changes or approvals made by the Structural Enaineer of Record. Date Item Outstanding Discrepancy Date Per Plan/ Per Reported No. Accepted RFI 4 "x8 "x3/8" HSS column top south, one hole was torch 12 -07 -09 133 cut and oversized (bigger than the washer) on Level 2 07 -09 -10 Per RFI #3484 of Elevator RS -3. Missing PAF pins in roof deck at Gridlines 16.9/A8.2- 01-06-10 134 A10- 8' -0 ". Marked with a yellow paint marker. 06 -14 -10 Per Plan Bulletin #113. Extra 5 "x5 "x3/8" HSS added at Gridlines A9- A10 -8'- 01-06-10 135 016.9 and not shown on Bulletin #113, S7.01 K. No Detail for top connection on Level 8. Bulletin #113. 07 -09 -10 Per RFI #3484 6 "x6 "x3/8" HSS to 6 "x6 "x3/8" HSS at Gridlines 01 -06 -10 136 A8.9/16.9 is not per Detail 23/S1.05 on Level 8. 06 -14 -10 Per Plan Angle seat was miss located. Bulletin #113. 6 "x6 "x3/8" HSS sloped bottom end, not welded to the 5 "x5" HSS column at Gridlines A8.6/16.9 per Detail 01 -06 -10 137 A/01 C on S7.01 K and the sloped 6 "x6 "x3/8" HSS was 07 -09 -10 Per RFI #3484 notched with a cutting torch. Bulletin #113. Two HSS 6 "x6 "x3/8" connections at Gridlines Nishkian Menninger 01 -06 -10 138 A8.6/17.3 and A8.9/17.3 were to moment connections 4/21/10 response to RFI on Level 8. Bulletin #113, S7.01 K. 3131; 01 -06 -10 139 W8 "x18 to W1 2"x22 ridge beam was welded, not bolted at Gridlines A8.8/16.9 on Level 9 per Detail 4/21/10 Nishkian Menninger responsieto RFI 3131; Per 3/01 C on S7.01 K. Bulletin #113 DMR 90 W1 2"x26 to existing 5 "x5" column at Gridlines Nishkian Menninger 01 -06 -10 140 A8.5/16.9 shear plate was only welded on one side, 4/21/10 response to RFI Level 9. Bulletin #113. 3131; New column base plates at Gridlines A8.9/16.9 and 01 -06 -10 141 A9/17.3 were spliced, so 4 anchors could be installed 06 -14 -10 Per RFI #3131 on Level 8. Bulletin #113. 41 Inverness Drive East PO Box 464 Englewood, CO 80112 Gypsum, CO 81637 Tel:(303) 289 1989 Tel:(970) 524 0720 Fax:(303) 289 1686 Fax:(970) 524 0721