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HomeMy WebLinkAboutReinforcing Steel Observation ReportsActivity Date:06/21/2024 Technician:Hagemann, Preston Placement Location:West and North Wall Plans/Details:AO Drafting Items Observed: Placement Type Observed: Grade Beam Pier Cap Column Structural Slab Slab on Grade Slab on Deck Footing Wall Other Items Checked: Bar Size Bar Quantity and Spacing Lap Length Cover Form Void Dowel Bars Other UFER Ground: Yes No N/A Conformance: The items observed were found to be in general conformance with the approved drawings and standard construction practice: Yes No Discrepancy: Yes No General Remarks: Reinforcing steel was placed on west wall and both wall up to Grid line 29. Additional bar added to correct vertical spacing. #4 horizontal bars added top bottom of footing for lap correction. ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ Reinforcing Steel Report RSPO­000001Report #: 06/21/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970­945­2809 Client: Andover Management Group 333 East main Street Suite 300 Louisville, KY 40202 Project: GS06693.001F­360 214 Center Drive 214 Center Drive Garfield County, CO Legal: Contractor to ensure integrity of completed work is maintained during subsequent construction activities.Page 1 of 3Page 1 of 2 ~ CTL ITHOMPSON 11111 #·l'f,M-t,Nt,Nffi □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ Activity Date:06/21/2024 Technician:Hagemann, PrestonPlacement Location:West and North Wall Plans/Details:AO DraftingItems Observed:Placement Type Observed:Grade BeamPier CapColumnStructural SlabSlab on GradeSlab on DeckFootingWallOther Items Checked:Bar SizeBar Quantity and SpacingLap LengthCoverForm VoidDowel BarsOther UFER Ground:Yes No N/AConformance:The items observed were found to be in general conformance with the approved drawings and standard constructionpractice: Yes No Discrepancy: Yes No General Remarks: Reinforcing steel was placed on west wall and both wall up to Grid line 29. Additional bar added to correct vertical spacing. #4 horizontal bars added top bottom of footing for lap correction. Images: Comments:West retaining wall footing Comments:North footing line ✔✔✔✔✔✔✔ ✔ ✔ Reinforcing Steel Report RSPO­000001Report #: 06/21/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970­945­2809 Client: Andover Management Group 333 East main Street Suite 300 Louisville, KY 40202 Project: GS06693.001F­360 214 Center Drive 214 Center Drive Garfield County, CO Legal: Contractor to ensure integrity of completed work is maintained during subsequent construction activities.Page 2 of 3Page 2 of 2 ~ CTL ITHOMPSON 11111 #·l'f,M-t,Nt,Nffi Activity Date:07/03/2024 Technician:Downing, Thomas Placement Location:Building A, west retaining wall Plans/Details: AO Drafting, Inc. Job #Glenwood. Dated March 1, 2024 Items Observed: Placement Type Observed: Grade Beam Pier Cap Column Structural Slab Slab on Grade Slab on Deck Footing Wall Other Items Checked: Bar Size Bar Quantity and Spacing Lap Length Cover Form Void Dowel Bars Other UFER Ground: Yes No N/A Conformance: The items observed were found to be in general conformance with the approved drawings and standard construction practice: Yes No Discrepancy: Yes No General Remarks: ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ Reinforcing Steel Report RSPO­000002Report #: 07/03/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970­945­2809 Client: Andover Management Group 333 East main Street Suite 300 Louisville, KY 40202 Project: GS06693.001F­360 214 Center Drive 214 Center Drive Garfield County, CO Legal: Contractor to ensure integrity of completed work is maintained during subsequent construction activities.Page 1 of 4Page 1 of 3 ~ CTL ITHOMPSON 11111 #·l'f,M-t,Nt,Nffi □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ Activity Date:07/03/2024 Technician:Downing, ThomasPlacement Location:Building A, west retaining wall Plans/Details:AO Drafting, Inc. Job #Glenwood. Dated March 1, 2024Items Observed:Placement Type Observed:Grade BeamPier CapColumnStructural SlabSlab on GradeSlab on DeckFootingWallOther Items Checked:Bar SizeBar Quantity and SpacingLap LengthCoverForm VoidDowel BarsOther UFER Ground:Yes No N/AConformance: The items observed were found to be in general conformance with the approved drawings and standard construction practice: Yes No Discrepancy: Yes No General Remarks: Images: Comments:wall corner detail, typical Comments:west side of retaining wall ✔✔✔✔✔✔✔ ✔ ✔ Reinforcing Steel Report RSPO­000002Report #: 07/03/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970­945­2809 Client: Andover Management Group 333 East main Street Suite 300 Louisville, KY 40202 Project: GS06693.001F­360 214 Center Drive 214 Center Drive Garfield County, CO Legal: Contractor to ensure integrity of completed work is maintained during subsequent construction activities.Page 2 of 4Page 2 of 3 ~ CTL ITHOMPSON 11111 #·l'f,M-t,Nt,Nffi Activity Date:07/03/2024 Technician:Downing, ThomasPlacement Location:Building A, west retaining wall Plans/Details:AO Drafting, Inc. Job #Glenwood. Dated March 1, 2024Items Observed:Placement Type Observed:Grade BeamPier CapColumnStructural SlabSlab on GradeSlab on DeckFootingWallOther Items Checked:Bar SizeBar Quantity and SpacingLap LengthCoverForm VoidDowel BarsOther UFER Ground:Yes No N/AConformance:The items observed were found to be in general conformance with the approved drawings and standard constructionpractice:Yes NoDiscrepancy:Yes NoGeneral Remarks:Images: Comments:wall corner detail, typical Comments:west side of retaining wall Comments:west side of retaining wall Comments:northwest corner of retaining wall ✔✔✔✔✔✔✔✔✔ Reinforcing Steel Report RSPO­000002Report #: 07/03/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970­945­2809 Client: Andover Management Group 333 East main Street Suite 300 Louisville, KY 40202 Project: GS06693.001F­360 214 Center Drive 214 Center Drive Garfield County, CO Legal: Contractor to ensure integrity of completed work is maintained during subsequent construction activities.Page 3 of 4Page 3 of 3 ~ CTL ITHOMPSON 11111 #·l'f,M-t,Nt,Nffi Activity Date:07/18/2024 Technician:Peskuski, Ryan Placement Location: Retaining wall on grilling A between 27&36 and on grid line 36 between A&PP Plans/Details:AO Drafting sheet S102 detail 1 & 2. Items Observed: Placement Type Observed: Grade Beam Pier Cap Column Structural Slab Slab on Grade Slab on Deck Footing Wall Other Items Checked: Bar Size Bar Quantity and Spacing Lap Length Cover Form Void Dowel Bars Other UFER Ground: Yes No N/A Conformance: The items observed were found to be in general conformance with the approved drawings and standard construction practice: Yes No Discrepancy: Yes No General Remarks: ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ Reinforcing Steel Report RSPO­000003Report #: 07/18/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970­945­2809 Client: Andover Management Group 333 East main Street Suite 300 Louisville, KY 40202 Project: GS06693.001F­360 214 Center Drive 214 Center Drive Garfield County, CO Legal: Contractor to ensure integrity of completed work is maintained during subsequent construction activities.Page 1 of 4Page 1 of 3 ~ CTL ITHOMPSON 11111 #·l'f,M-t,Nt,Nffi □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ Activity Date:07/18/2024 Technician:Peskuski, RyanPlacement Location:Retaining wall on grilling A between 27&36 and on grid line 36between A&PP Plans/Details:AO Drafting sheet S102 detail 1 & 2.Items Observed:Placement Type Observed:Grade BeamPier CapColumnStructural SlabSlab on GradeSlab on DeckFootingWallOther Items Checked:Bar SizeBar Quantity and SpacingLap LengthCoverForm VoidDowel BarsOther UFER Ground:Yes No N/AConformance: The items observed were found to be in general conformance with the approved drawings and standard construction practice: Yes No Discrepancy: Yes No General Remarks: Images: Comments:Area of observation Comments:Typical corner ✔✔✔✔✔✔✔ ✔ ✔ Reinforcing Steel Report RSPO­000003Report #: 07/18/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970­945­2809 Client: Andover Management Group 333 East main Street Suite 300 Louisville, KY 40202 Project: GS06693.001F­360 214 Center Drive 214 Center Drive Garfield County, CO Legal: Contractor to ensure integrity of completed work is maintained during subsequent construction activities.Page 2 of 4Page 2 of 3 ~ CTL ITHOMPSON 11111 #·l'f,M-t,Nt,Nffi Activity Date:07/18/2024 Technician:Peskuski, RyanPlacement Location:Retaining wall on grilling A between 27&36 and on grid line 36between A&PP Plans/Details:AO Drafting sheet S102 detail 1 & 2.Items Observed:Placement Type Observed:Grade BeamPier CapColumnStructural SlabSlab on GradeSlab on DeckFootingWallOther Items Checked:Bar SizeBar Quantity and SpacingLap LengthCoverForm VoidDowel BarsOther UFER Ground:Yes No N/AConformance:The items observed were found to be in general conformance with the approved drawings and standard constructionpractice:Yes NoDiscrepancy:Yes NoGeneral Remarks:Images: Comments:Area of observation Comments:Typical corner Comments:Typical wall section ✔✔✔✔✔✔✔✔✔ Reinforcing Steel Report RSPO­000003Report #: 07/18/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970­945­2809 Client: Andover Management Group 333 East main Street Suite 300 Louisville, KY 40202 Project: GS06693.001F­360 214 Center Drive 214 Center Drive Garfield County, CO Legal: Contractor to ensure integrity of completed work is maintained during subsequent construction activities.Page 3 of 4Page 3 of 3 ~ CTL ITHOMPSON 11111 #·l'f,M-t,Nt,Nffi Activity Date:06/28/2024 Technician:Downing, Thomas Placement Location:Building A, east wall footing Plans/Details:AO Drafting Items Observed: Placement Type Observed: Grade Beam Pier Cap Column Structural Slab Slab on Grade Slab on Deck Footing Wall Other Items Checked: Bar Size Bar Quantity and Spacing Lap Length Cover Form Void Dowel Bars Other UFER Ground: Yes No N/A Conformance: The items observed were found to be in general conformance with the approved drawings and standard construction practice: Yes No Discrepancy: Yes No General Remarks: ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ Reinforcing Steel Report RSPO­000004Report #: 06/28/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970­945­2809 Client: Andover Management Group 333 East main Street Suite 300 Louisville, KY 40202 Project: GS06693.001F­360 214 Center Drive 214 Center Drive Garfield County, CO Legal: Contractor to ensure integrity of completed work is maintained during subsequent construction activities.Page 1 of 4Page 1 of 3 ~ CTL ITHOMPSON 11111 #·l'f,M-t,Nt,Nffi □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ Activity Date:06/28/2024 Technician:Downing, ThomasPlacement Location:Building A, east wall footing Plans/Details:AO DraftingItems Observed:Placement Type Observed:Grade BeamPier CapColumnStructural SlabSlab on GradeSlab on DeckFootingWallOther Items Checked:Bar SizeBar Quantity and SpacingLap LengthCoverForm VoidDowel BarsOther UFER Ground:Yes No N/AConformance: The items observed were found to be in general conformance with the approved drawings and standard construction practice: Yes No Discrepancy: Yes No General Remarks: Images: Comments:Rebar spacing, typical Comments:Rebar spacing, typical ✔✔✔✔✔✔✔ ✔ ✔ Reinforcing Steel Report RSPO­000004Report #: 06/28/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970­945­2809 Client: Andover Management Group 333 East main Street Suite 300 Louisville, KY 40202 Project: GS06693.001F­360 214 Center Drive 214 Center Drive Garfield County, CO Legal: Contractor to ensure integrity of completed work is maintained during subsequent construction activities.Page 2 of 4Page 2 of 3 ~ CTL ITHOMPSON 11111 #·l'f,M-t,Nt,Nffi Activity Date:06/28/2024 Technician:Downing, ThomasPlacement Location:Building A, east wall footing Plans/Details:AO DraftingItems Observed:Placement Type Observed:Grade BeamPier CapColumnStructural SlabSlab on GradeSlab on DeckFootingWallOther Items Checked:Bar SizeBar Quantity and SpacingLap LengthCoverForm VoidDowel BarsOther UFER Ground:Yes No N/AConformance:The items observed were found to be in general conformance with the approved drawings and standard constructionpractice:Yes NoDiscrepancy:Yes NoGeneral Remarks:Images: Comments:Rebar spacing, typical Comments:Rebar spacing, typical Comments:northeast corner of footing Comments:east side of footing ✔✔✔✔✔✔✔✔✔ Reinforcing Steel Report RSPO­000004Report #: 06/28/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970­945­2809 Client: Andover Management Group 333 East main Street Suite 300 Louisville, KY 40202 Project: GS06693.001F­360 214 Center Drive 214 Center Drive Garfield County, CO Legal: Contractor to ensure integrity of completed work is maintained during subsequent construction activities.Page 3 of 4Page 3 of 3 CTL ITHOMPSON #·l'f,M-t,Nt,Nffi Activity Date:07/10/2024 Technician:Downing, Thomas Placement Location:Building A, south grade beam Plans/Details: AO Drafting, Inc. Job #Glenwood. Dated March 1, 2024 Items Observed: Placement Type Observed: Grade Beam Pier Cap Column Structural Slab Slab on Grade Slab on Deck Footing Wall Other Items Checked: Bar Size Bar Quantity and Spacing Lap Length Cover Form Void Dowel Bars Other UFER Ground: Yes No N/A Conformance: The items observed were found to be in general conformance with the approved drawings and standard construction practice: Yes No Discrepancy: Yes No General Remarks: ✔✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ Reinforcing Steel Report RSPO­000005Report #: 07/10/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970­945­2809 Client: Andover Management Group 333 East main Street Suite 300 Louisville, KY 40202 Project: GS06693.001F­360 214 Center Drive 214 Center Drive Garfield County, CO Legal: Contractor to ensure integrity of completed work is maintained during subsequent construction activities.Page 1 of 4Page 1 of 3 ~ CTL ITHOMPSON 11111 #·l'f,M-t,Nt,Nffi □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ Activity Date:07/10/2024 Technician:Downing, ThomasPlacement Location:Building A, south grade beam Plans/Details:AO Drafting, Inc. Job #Glenwood. Dated March 1, 2024Items Observed:Placement Type Observed:Grade BeamPier CapColumnStructural SlabSlab on GradeSlab on DeckFootingWallOther Items Checked:Bar SizeBar Quantity and SpacingLap LengthCoverForm VoidDowel BarsOther UFER Ground:Yes No N/AConformance: The items observed were found to be in general conformance with the approved drawings and standard construction practice: Yes No Discrepancy: Yes No General Remarks: Images: Comments:South grade beam stirrup spacing, typical Comments:South grade beam, looking west from east corner ✔✔✔✔✔✔✔ ✔ ✔ Reinforcing Steel Report RSPO­000005Report #: 07/10/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970­945­2809 Client: Andover Management Group 333 East main Street Suite 300 Louisville, KY 40202 Project: GS06693.001F­360 214 Center Drive 214 Center Drive Garfield County, CO Legal: Contractor to ensure integrity of completed work is maintained during subsequent construction activities.Page 2 of 4Page 2 of 3 ~ CTL ITHOMPSON 11111 #·l'f,M-t,Nt,Nffi Activity Date:07/10/2024 Technician:Downing, ThomasPlacement Location:Building A, south grade beam Plans/Details:AO Drafting, Inc. Job #Glenwood. Dated March 1, 2024Items Observed:Placement Type Observed:Grade BeamPier CapColumnStructural SlabSlab on GradeSlab on DeckFootingWallOther Items Checked:Bar SizeBar Quantity and SpacingLap LengthCoverForm VoidDowel BarsOther UFER Ground:Yes No N/AConformance:The items observed were found to be in general conformance with the approved drawings and standard constructionpractice:Yes NoDiscrepancy:Yes NoGeneral Remarks:Images: Comments:South grade beam stirrup spacing, typical Comments:South grade beam, looking west from east corner Comments:South grade beam corner rebar, typical Comments:South grade beam ✔✔✔✔✔✔✔✔✔ Reinforcing Steel Report RSPO­000005Report #: 07/10/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970­945­2809 Client: Andover Management Group 333 East main Street Suite 300 Louisville, KY 40202 Project: GS06693.001F­360 214 Center Drive 214 Center Drive Garfield County, CO Legal: Contractor to ensure integrity of completed work is maintained during subsequent construction activities.Page 3 of 4Page 3 of 3 ~ CTL ITHOMPSON 11111 #·l'f,M-t,Nt,Nffi Activity Date:06/21/2024 Technician:Hagemann, Preston Placement Location:West and North Wall Plans/Details:AO Drafting Items Observed: Placement Type Observed: Grade Beam Pier Cap Column Structural Slab Slab on Grade Slab on Deck Footing Wall Other Items Checked: Bar Size Bar Quantity and Spacing Lap Length Cover Form Void Dowel Bars Other UFER Ground: Yes No N/A Conformance: The items observed were found to be in general conformance with the approved drawings and standard construction practice: Yes No Discrepancy: Yes No General Remarks: Reinforcing steel was placed on west wall and both wall up to Grid line 29. Additional bar added to correct vertical spacing. #4 horizontal bars added top bottom of footing for lap correction. ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ Reinforcing Steel Report RSPO­000006Report #: 06/21/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970­945­2809 Client: Andover Management Group 333 East main Street Suite 300 Louisville, KY 40202 Project: GS06693.001F­360 214 Center Drive 214 Center Drive Garfield County, CO Legal: Contractor to ensure integrity of completed work is maintained during subsequent construction activities.Page 1 of 3Page 1 of 2 ~ CTL ITHOMPSON 11111 #·l'f,M-t,Nt,Nffi □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ Activity Date:06/21/2024 Technician:Hagemann, PrestonPlacement Location:West and North Wall Plans/Details:AO DraftingItems Observed:Placement Type Observed:Grade BeamPier CapColumnStructural SlabSlab on GradeSlab on DeckFootingWallOther Items Checked:Bar SizeBar Quantity and SpacingLap LengthCoverForm VoidDowel BarsOther UFER Ground:Yes No N/AConformance:The items observed were found to be in general conformance with the approved drawings and standard constructionpractice: Yes No Discrepancy: Yes No General Remarks: Reinforcing steel was placed on west wall and both wall up to Grid line 29. Additional bar added to correct vertical spacing. #4 horizontal bars added top bottom of footing for lap correction. Images: Comments:West retaining wall footing Comments:North footing line ✔✔✔✔✔✔✔ ✔ ✔ Reinforcing Steel Report RSPO­000006Report #: 06/21/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970­945­2809 Client: Andover Management Group 333 East main Street Suite 300 Louisville, KY 40202 Project: GS06693.001F­360 214 Center Drive 214 Center Drive Garfield County, CO Legal: Contractor to ensure integrity of completed work is maintained during subsequent construction activities.Page 2 of 3Page 2 of 2 ~ CTL ITHOMPSON 11111 #·l'f,M-t,Nt,Nffi Activity Date:07/25/2024 Technician:Peskuski, Ryan Placement Location:Grade beam on PP between 3­5 Plans/Details:Sheet S101 detail one. Items Observed: Placement Type Observed: Grade Beam Pier Cap Column Structural Slab Slab on Grade Slab on Deck Footing Wall Other Items Checked: Bar Size Bar Quantity and Spacing Lap Length Cover Form Void Dowel Bars Other UFER Ground: Yes No N/A Conformance: The items observed were found to be in general conformance with the approved drawings and standard construction practice: Yes No Discrepancy: Yes No General Remarks: ✔✔ ✔ ✔ ✔ ✔ ✔ Reinforcing Steel Report RSPO­000007Report #: 07/25/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970­945­2809 Client: Andover Management Group 333 East main Street Suite 300 Louisville, KY 40202 Project: GS06693.001F­360 214 Center Drive 214 Center Drive Garfield County, CO Legal: Contractor to ensure integrity of completed work is maintained during subsequent construction activities.Page 1 of 3Page 1 of 2 ~ CTL ITHOMPSON 11111 #·l'f,M-t,Nt,Nffi □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ Activity Date:07/25/2024 Technician:Peskuski, RyanPlacement Location:Grade beam on PP between 3­5 Plans/Details:Sheet S101 detail one.Items Observed:Placement Type Observed:Grade BeamPier CapColumnStructural SlabSlab on GradeSlab on DeckFootingWallOther Items Checked:Bar SizeBar Quantity and SpacingLap LengthCoverForm VoidDowel BarsOther UFER Ground:Yes No N/AConformance: The items observed were found to be in general conformance with the approved drawings and standard construction practice: Yes No Discrepancy: Yes No General Remarks: Images: Comments:Typical grade beam per sheet S101 detail one ✔✔✔✔✔ ✔ ✔ Reinforcing Steel Report RSPO­000007Report #: 07/25/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970­945­2809 Client: Andover Management Group 333 East main Street Suite 300 Louisville, KY 40202 Project: GS06693.001F­360 214 Center Drive 214 Center Drive Garfield County, CO Legal: Contractor to ensure integrity of completed work is maintained during subsequent construction activities.Page 2 of 3Page 2 of 2 ~ CTL ITHOMPSON 11111 #·l'f,M-t,Nt,Nffi Activity Date:08/02/2024 Technician:Downing, Thomas Placement Location: 1. Monolithic slab on grade and exterior grade beams. From A to F lines, between 1 and 4 lines  Plans/Details: AO Drafting, Inc. project name "Citadel Self Storage ­ Building C", dated April 20, 2024. Sheet S100, S110 Items Observed: Placement Type Observed: Grade Beam Pier Cap Column Structural Slab Slab on Grade Slab on Deck Footing Wall Other Items Checked: Bar Size Bar Quantity and Spacing Lap Length Cover Form Void Dowel Bars Other UFER Ground: Yes No N/A Conformance: The items observed were found to be in general conformance with the approved drawings and standard construction practice: Yes No Discrepancy: Yes No General Remarks: ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ Reinforcing Steel Report RSPO­000008Report #: 08/02/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970­945­2809 Client: Andover Management Group 333 East main Street Suite 300 Louisville, KY 40202 Project: GS06693.001F­360 214 Center Drive 214 Center Drive Garfield County, CO Legal: Contractor to ensure integrity of completed work is maintained during subsequent construction activities.Page 1 of 4Page 1 of 3 ~ CTL ITHOMPSON 11111 #·l'f,M-t,Nt,Nffi □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ Activity Date:08/02/2024 Technician:Downing, ThomasPlacement Location:1. Monolithic slab on grade and exterior grade beams. From Ato F lines, between 1 and 4 lines Plans/Details:AO Drafting, Inc. project name "Citadel Self Storage ­ Building C",dated April 20, 2024. Sheet S100, S110Items Observed:Placement Type Observed:Grade BeamPier CapColumnStructural SlabSlab on GradeSlab on DeckFootingWallOther Items Checked:Bar SizeBar Quantity and SpacingLap LengthCoverForm VoidDowel BarsOther UFER Ground:Yes No N/AConformance: The items observed were found to be in general conformance with the approved drawings and standard construction practice: Yes No Discrepancy: Yes No General Remarks: Images: Comments:Looking west from F line Comments:Slab and interior grade beam ✔✔✔✔✔✔ ✔ ✔ Reinforcing Steel Report RSPO­000008Report #: 08/02/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970­945­2809 Client: Andover Management Group 333 East main Street Suite 300 Louisville, KY 40202 Project: GS06693.001F­360 214 Center Drive 214 Center Drive Garfield County, CO Legal: Contractor to ensure integrity of completed work is maintained during subsequent construction activities.Page 2 of 4Page 2 of 3 ~ CTL ITHOMPSON 11111 #·l'f,M-t,Nt,Nffi Activity Date:08/02/2024 Technician:Downing, ThomasPlacement Location:1. Monolithic slab on grade and exterior grade beams. From Ato F lines, between 1 and 4 lines Plans/Details:AO Drafting, Inc. project name "Citadel Self Storage ­ Building C",dated April 20, 2024. Sheet S100, S110Items Observed:Placement Type Observed:Grade BeamPier CapColumnStructural SlabSlab on GradeSlab on DeckFootingWallOther Items Checked:Bar SizeBar Quantity and SpacingLap LengthCoverForm VoidDowel BarsOther UFER Ground:Yes No N/AConformance:The items observed were found to be in general conformance with the approved drawings and standard constructionpractice:Yes NoDiscrepancy:Yes NoGeneral Remarks:Images: Comments:Looking west from F line Comments:Slab and interior grade beam Comments:Slab and interior pad footing Comments:North exterior grade beam ✔✔✔✔✔✔✔✔ Reinforcing Steel Report RSPO­000008Report #: 08/02/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970­945­2809 Client: Andover Management Group 333 East main Street Suite 300 Louisville, KY 40202 Project: GS06693.001F­360 214 Center Drive 214 Center Drive Garfield County, CO Legal: Contractor to ensure integrity of completed work is maintained during subsequent construction activities.Page 3 of 4Page 3 of 3 ~ CTL ITHOMPSON 11111 #·l'f,M-t,Nt,Nffi Activity Date:08/09/2024 Technician:Peskuski, Ryan Placement Location:Building C SOG east side Plans/Details:AO drafting sheet S110, sheet S100 details 1 and 2. Items Observed: Placement Type Observed: Grade Beam Pier Cap Column Structural Slab Slab on Grade Slab on Deck Footing Wall Other Items Checked: Bar Size Bar Quantity and Spacing Lap Length Cover Form Void Dowel Bars Other UFER Ground: Yes No N/A Conformance: The items observed were found to be in general conformance with the approved drawings and standard construction practice: Yes No Discrepancy: Yes No Discrepancy Remarks: As requested, a site visit was made to observe the rebar placement for the SOG on the east side of Building C. We obsereved most of the rebar in general conformance with project plans, however spacing of the #4 bar exceeded the 15” O.C. requirement. Contractor was notified of the discrepancy. Reinspection is required. General Remarks: ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ Reinforcing Steel Report RSPO­000009Report #: 08/09/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970­945­2809 Client: Andover Management Group 333 East main Street Suite 300 Louisville, KY 40202 Project: GS06693.001F­360 214 Center Drive 214 Center Drive Garfield County, CO Legal: Contractor to ensure integrity of completed work is maintained during subsequent construction activities.Page 1 of 3Page 1 of 2 ~ CTL ITHOMPSON 11111 #·l'f,M-t,Nt,Nffi □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ Activity Date:08/09/2024 Technician:Peskuski, RyanPlacement Location:Building C SOG east side Plans/Details:AO drafting sheet S110, sheet S100 details 1 and 2.Items Observed:Placement Type Observed:Grade BeamPier CapColumnStructural SlabSlab on GradeSlab on DeckFootingWallOther Items Checked:Bar SizeBar Quantity and SpacingLap LengthCoverForm VoidDowel BarsOther UFER Ground:Yes No N/AConformance:The items observed were found to be in general conformance with the approved drawings and standard constructionpractice:Yes No Discrepancy: Yes No Discrepancy Remarks: As requested, a site visit was made to observe the rebar placement for the SOG on the east side of Building C. We obsereved most of the rebar in general conformance with project plans, however spacing of the #4 bar exceeded the 15” O.C. requirement. Contractor was notified of the discrepancy. Reinspection is required. General Remarks: Images: Comments:Over span of Matt slab reinforcing.Comments:Over span of mat slab reinforcing. Comments:Area of observation. ✔✔✔✔✔✔✔ ✔ Reinforcing Steel Report RSPO­000009Report #: 08/09/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970­945­2809 Client: Andover Management Group 333 East main Street Suite 300 Louisville, KY 40202 Project: GS06693.001F­360 214 Center Drive 214 Center Drive Garfield County, CO Legal: Contractor to ensure integrity of completed work is maintained during subsequent construction activities.Page 2 of 3Page 2 of 2 ~ CTL ITHOMPSON 11111 #·l'f,M-t,Nt,Nffi Activity Date:08/12/2024 Technician:Peskuski, Ryan Placement Location:Building A SOG. North half.Plans/Details: Sheet S110, sheet S100 “typical construction joint detail”, “foundation & CMU general notes. Items Observed: Placement Type Observed: Grade Beam Pier Cap Column Structural Slab Slab on Grade Slab on Deck Footing Wall Other Items Checked: Bar Size Bar Quantity and Spacing Lap Length Cover Form Void Dowel Bars Other Conformance: The items observed were found to be in general conformance with the approved drawings and standard construction practice: Yes No Discrepancy: Yes No Discrepancy Remarks: As requested, a site visit was made to observe the rebar placement for the north half of Building A. We observed multiple defencies including no rebar at entrant corners, improper position of spread footing rebar, no keyed joint or smooth dowels at construction joint and on rebar connecting the slab to the retaining wall. We observed holes for the slab to resting wall were drilled but not in place. General Remarks: ✔ ✔ ✔ ✔ ✔ ✔ ✔ Reinforcing Steel Report RSPO­000010Report #: 08/12/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970­945­2809 Client: Andover Management Group 333 East main Street Suite 300 Louisville, KY 40202 Project: GS06693.001F­360 214 Center Drive 214 Center Drive Garfield County, CO Legal: Contractor to ensure integrity of completed work is maintained during subsequent construction activities.Page 1 of 4Page 1 of 3 ~ CTL ITHOMPSON 11111 #·l'f,M-t,Nt,Nffi □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ Activity Date:08/12/2024 Technician:Peskuski, RyanPlacement Location:Building A SOG. North half.Plans/Details:Sheet S110, sheet S100 “typical construction joint detail”,“foundation & CMU general notes.Items Observed:Placement Type Observed:Grade BeamPier CapColumnStructural SlabSlab on GradeSlab on DeckFootingWallOther Items Checked:Bar SizeBar Quantity and SpacingLap LengthCoverForm VoidDowel BarsOtherConformance:The items observed were found to be in general conformance with the approved drawings and standard constructionpractice:Yes NoDiscrepancy: Yes No Discrepancy Remarks: As requested, a site visit was made to observe the rebar placement for the north half of Building A. We observed multiple defencies including no rebar at entrant corners, improper position of spread footing rebar, no keyed joint or smooth dowels at construction joint and on rebar connecting the slab to the retaining wall. We observed holes for the slab to resting wall were drilled but not in place. General Remarks: Images: Comments: Spread footing top rebar placed above slab rebar. See 3/S101. Comments:No reentrant corner reinforcement. See sheet S100. ✔✔✔✔✔✔ ✔Reinforcing Steel Report RSPO­000010Report #: 08/12/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970­945­2809 Client: Andover Management Group 333 East main Street Suite 300 Louisville, KY 40202 Project: GS06693.001F­360 214 Center Drive 214 Center Drive Garfield County, CO Legal: Contractor to ensure integrity of completed work is maintained during subsequent construction activities.Page 2 of 4Page 2 of 3 ~ CTL ITHOMPSON 11111 #·l'f,M-t,Nt,Nffi Activity Date:08/12/2024 Technician:Peskuski, RyanPlacement Location:Building A SOG. North half.Plans/Details:Sheet S110, sheet S100 “typical construction joint detail”,“foundation & CMU general notes.Items Observed:Placement Type Observed:Grade BeamPier CapColumnStructural SlabSlab on GradeSlab on DeckFootingWallOther Items Checked:Bar SizeBar Quantity and SpacingLap LengthCoverForm VoidDowel BarsOtherConformance:The items observed were found to be in general conformance with the approved drawings and standard constructionpractice:Yes NoDiscrepancy:Yes NoDiscrepancy Remarks:As requested, a site visit was made to observe the rebar placement for the north half of Building A. We observed multipledefencies including no rebar at entrant corners, improper position of spread footing rebar, no keyed joint or smooth dowels atconstruction joint and on rebar connecting the slab to the retaining wall. We observed holes for the slab to resting wall weredrilled but not in place.General Remarks:Images: Comments: Spread footing top rebar placed above slab rebar. See 3/S101. Comments:No reentrant corner reinforcement. See sheet S100. Comments: No keyed joint at construction joint. See sheet S100 “typical construction joint detail”. Comments: Missing slab to retaining wall reinforcement. See 3/S102 (RFI required for D&E in lieu of hooked #4 dowels). ✔✔✔✔✔✔✔ Reinforcing Steel Report RSPO­000010Report #: 08/12/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970­945­2809 Client: Andover Management Group 333 East main Street Suite 300 Louisville, KY 40202 Project: GS06693.001F­360 214 Center Drive 214 Center Drive Garfield County, CO Legal: Contractor to ensure integrity of completed work is maintained during subsequent construction activities.Page 3 of 4Page 3 of 3 ~ CTL ITHOMPSON 11111 #·l'f,M-t,Nt,Nffi Activity Date:08/12/2024 Technician:Peskuski, Ryan Placement Location:Building C SOG east side Plans/Details:AO drafting sheet S110, sheet S100 details 1 and 2. Items Observed: Placement Type Observed: Grade Beam Pier Cap Column Structural Slab Slab on Grade Slab on Deck Footing Wall Other Items Checked: Bar Size Bar Quantity and Spacing Lap Length Cover Form Void Dowel Bars Other UFER Ground: Yes No N/A Conformance: The items observed were found to be in general conformance with the approved drawings and standard construction practice: Yes No Discrepancy: Yes No General Remarks: As requested, a site visit was made to reinspect the rebar placement for the SOG on the east side of the Building C. We obsereved that the deficient spacing of the mat slab rebar had been corrected. ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ Reinforcing Steel Report RSPO­000011Report #: 08/12/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970­945­2809 Client: Andover Management Group 333 East main Street Suite 300 Louisville, KY 40202 Project: GS06693.001F­360 214 Center Drive 214 Center Drive Garfield County, CO Legal: Contractor to ensure integrity of completed work is maintained during subsequent construction activities.Page 1 of 4Page 1 of 3 ~ CTL ITHOMPSON 11111 #·l'f,M-t,Nt,Nffi □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ Activity Date:08/12/2024 Technician:Peskuski, RyanPlacement Location:Building C SOG east side Plans/Details:AO drafting sheet S110, sheet S100 details 1 and 2.Items Observed:Placement Type Observed:Grade BeamPier CapColumnStructural SlabSlab on GradeSlab on DeckFootingWallOther Items Checked:Bar SizeBar Quantity and SpacingLap LengthCoverForm VoidDowel BarsOther UFER Ground:Yes No N/AConformance:The items observed were found to be in general conformance with the approved drawings and standard constructionpractice: Yes No Discrepancy: Yes No General Remarks: As requested, a site visit was made to reinspect the rebar placement for the SOG on the east side of the Building C. We obsereved that the deficient spacing of the mat slab rebar had been corrected. Images: Comments: Mat slab reinforcing in general conformance with project plans. Comments: Mat slab reinforcing in general conformance with project plans. ✔✔✔✔✔✔ ✔ ✔ Reinforcing Steel Report RSPO­000011Report #: 08/12/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970­945­2809 Client: Andover Management Group 333 East main Street Suite 300 Louisville, KY 40202 Project: GS06693.001F­360 214 Center Drive 214 Center Drive Garfield County, CO Legal: Contractor to ensure integrity of completed work is maintained during subsequent construction activities.Page 2 of 4Page 2 of 3 ~ CTL ITHOMPSON 11111 #·l'f,M-t,Nt,Nffi Activity Date:08/12/2024 Technician:Peskuski, RyanPlacement Location:Building C SOG east side Plans/Details:AO drafting sheet S110, sheet S100 details 1 and 2.Items Observed:Placement Type Observed:Grade BeamPier CapColumnStructural SlabSlab on GradeSlab on DeckFootingWallOther Items Checked:Bar SizeBar Quantity and SpacingLap LengthCoverForm VoidDowel BarsOther UFER Ground:Yes No N/AConformance:The items observed were found to be in general conformance with the approved drawings and standard constructionpractice:Yes NoDiscrepancy:Yes NoGeneral Remarks:As requested, a site visit was made to reinspect the rebar placement for the SOG on the east side of the Building C. Weobsereved that the deficient spacing of the mat slab rebar had been corrected.Images: Comments: Mat slab reinforcing in general conformance with project plans. Comments: Mat slab reinforcing in general conformance with project plans. Comments:Area of observation. ✔✔✔✔✔✔✔✔ Reinforcing Steel Report RSPO­000011Report #: 08/12/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970­945­2809 Client: Andover Management Group 333 East main Street Suite 300 Louisville, KY 40202 Project: GS06693.001F­360 214 Center Drive 214 Center Drive Garfield County, CO Legal: Contractor to ensure integrity of completed work is maintained during subsequent construction activities.Page 3 of 4Page 3 of 3 ~ CTL ITHOMPSON 11111 #·l'f,M-t,Nt,Nffi Activity Date:08/16/2024 Technician:Peskuski, Ryan Placement Location:Building A SOG. North half Plans/Details: Sheet S110, sheet S100 “typical construction joint detail” and “Foundation and CMU general notes”. Email from Jigar Dedhia, P.E. Dated 8/15/24. Items Observed: Placement Type Observed: Grade Beam Pier Cap Column Structural Slab Slab on Grade Slab on Deck Footing Wall Other Items Checked: Bar Size Bar Quantity and Spacing Lap Length Cover Form Void Dowel Bars Other Conformance: The items observed were found to be in general conformance with the approved drawings and standard construction practice: Yes No Discrepancy: Yes No General Remarks: As requested, a site visit was made to reinspect the rebar in the north half of Building A. We observed all defebcies had been corrected and or addressed approved by the structural engineer. We did not observe any drill and epoxy of the slab to retaining wall reinforcement however it was observed to be in place prior to pour. ✔ ✔ ✔ ✔ ✔ ✔ ✔ Reinforcing Steel Report RSPO­000012Report #: 08/16/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970­945­2809 Client: Andover Management Group 333 East main Street Suite 300 Louisville, KY 40202 Project: GS06693.001F­360 214 Center Drive 214 Center Drive Garfield County, CO Legal: Contractor to ensure integrity of completed work is maintained during subsequent construction activities.Page 1 of 3Page 1 of 2 ~ CTL ITHOMPSON 11111 #·l'f,M-t,Nt,Nffi □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ Activity Date:08/16/2024 Technician:Peskuski, RyanPlacement Location:Building A SOG. North half Plans/Details:Sheet S110, sheet S100 “typical construction joint detail” and“Foundation and CMU general notes”. Email from Jigar Dedhia,P.E. Dated 8/15/24.Items Observed:Placement Type Observed:Grade BeamPier CapColumnStructural SlabSlab on GradeSlab on DeckFootingWallOther Items Checked:Bar SizeBar Quantity and SpacingLap LengthCoverForm VoidDowel BarsOtherConformance:The items observed were found to be in general conformance with the approved drawings and standard constructionpractice: Yes No Discrepancy: Yes No General Remarks: As requested, a site visit was made to reinspect the rebar in the north half of Building A. We observed all defebcies had been corrected and or addressed approved by the structural engineer. We did not observe any drill and epoxy of the slab to retaining wall reinforcement however it was observed to be in place prior to pour. Images: Comments: Reentrant corner reinforcement as required by sheet S100. Comments: Wood keyway as approved by structural engineer via email. ✔✔✔✔✔ ✔ ✔ Reinforcing Steel Report RSPO­000012Report #: 08/16/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970­945­2809 Client: Andover Management Group 333 East main Street Suite 300 Louisville, KY 40202 Project: GS06693.001F­360 214 Center Drive 214 Center Drive Garfield County, CO Legal: Contractor to ensure integrity of completed work is maintained during subsequent construction activities.Page 2 of 3Page 2 of 2 ~ CTL ITHOMPSON 11111 #·l'f,M-t,Nt,Nffi Activity Date:08/26/2024 Technician:Downing, Thomas Placement Location: Building A, first floor slab on grade, south half Plans/Details: Sheet S110, sheet S100 “typical construction joint detail” and “Foundation and CMU general notes”. Items Observed: Placement Type Observed: Grade Beam Pier Cap Column Structural Slab Slab on Grade Slab on Deck Footing Wall Other Items Checked: Bar Size Bar Quantity and Spacing Lap Length Cover Form Void Dowel Bars Other Conformance: The items observed were found to be in general conformance with the approved drawings and standard construction practice: Yes No Discrepancy: Yes No General Remarks: As requested, a site visit was made to inspect the rebar in the south half of Building A first floor slab on grade. All reinforcing steel was set and tide per approved plans and standard construction practices. The contractor was notified of our observations. Future site visits will be scheduled with our office when required. ✔ ✔ ✔ ✔ ✔ ✔ ✔ Reinforcing Steel Report RSPO­000013Report #: 08/26/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970­945­2809 Client: Andover Management Group 333 East main Street Suite 300 Louisville, KY 40202 Project: GS06693.001F­360 214 Center Drive 214 Center Drive Garfield County, CO Legal: Contractor to ensure integrity of completed work is maintained during subsequent construction activities.Page 1 of 4Page 1 of 3 ~ CTL ITHOMPSON 11111 #·l'f,M-t,Nt,Nffi □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ Activity Date:08/26/2024 Technician:Downing, ThomasPlacement Location:Building A, first floor slab on grade, south half Plans/Details:Sheet S110, sheet S100 “typical construction joint detail” and“Foundation and CMU general notes”.Items Observed:Placement Type Observed:Grade BeamPier CapColumnStructural SlabSlab on GradeSlab on DeckFootingWallOther Items Checked:Bar SizeBar Quantity and SpacingLap LengthCoverForm VoidDowel BarsOtherConformance:The items observed were found to be in general conformance with the approved drawings and standard constructionpractice: Yes No Discrepancy: Yes No General Remarks: As requested, a site visit was made to inspect the rebar in the south half of Building A first floor slab on grade. All reinforcing steel was set and tide per approved plans and standard construction practices. The contractor was notified of our observations. Future site visits will be scheduled with our office when required. Images: Comments: Slab on grade rebar at south grade beam pour back area ✔✔✔✔✔ ✔ ✔ Reinforcing Steel Report RSPO­000013Report #: 08/26/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970­945­2809 Client: Andover Management Group 333 East main Street Suite 300 Louisville, KY 40202 Project: GS06693.001F­360 214 Center Drive 214 Center Drive Garfield County, CO Legal: Contractor to ensure integrity of completed work is maintained during subsequent construction activities.Page 2 of 4Page 2 of 3 ~ CTL ITHOMPSON 11111 #·l'f,M-t,Nt,Nffi Activity Date:08/26/2024 Technician:Downing, ThomasPlacement Location:Building A, first floor slab on grade, south half Plans/Details:Sheet S110, sheet S100 “typical construction joint detail” and“Foundation and CMU general notes”.Items Observed:Placement Type Observed:Grade BeamPier CapColumnStructural SlabSlab on GradeSlab on DeckFootingWallOther Items Checked:Bar SizeBar Quantity and SpacingLap LengthCoverForm VoidDowel BarsOtherConformance:The items observed were found to be in general conformance with the approved drawings and standard constructionpractice:Yes NoDiscrepancy:Yes NoGeneral Remarks:As requested, a site visit was made to inspect the rebar in the south half of Building A first floor slab on grade. All reinforcingsteel was set and tide per approved plans and standard construction practices. The contractor was notified of ourobservations. Future site visits will be scheduled with our office when required.Images: Comments: Slab on grade rebar at south grade beam pour back area Comments:Overall slab on grade layout ✔✔✔✔✔✔✔ Reinforcing Steel Report RSPO­000013Report #: 08/26/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970­945­2809 Client: Andover Management Group 333 East main Street Suite 300 Louisville, KY 40202 Project: GS06693.001F­360 214 Center Drive 214 Center Drive Garfield County, CO Legal: Contractor to ensure integrity of completed work is maintained during subsequent construction activities.Page 3 of 4Page 3 of 3 ~ CTL ITHOMPSON 11111 #·l'f,M-t,Nt,Nffi Activity Date:09/06/2024 Technician:Downing, Thomas Placement Location: Building A, second floor slab on deck, north half.  from A line to U line, between 3 and 36 lines Plans/Details: Sheet S110, sheet S100 “typical construction joint detail” and “Foundation and CMU general notes”. Items Observed: Placement Type Observed: Grade Beam Pier Cap Column Structural Slab Slab on Grade Slab on Deck Footing Wall Other Items Checked: Bar Size Bar Quantity and Spacing Lap Length Cover Form Void Dowel Bars Other Conformance: The items observed were found to be in general conformance with the approved drawings and standard construction practice: Yes No Discrepancy: Yes No General Remarks: As requested, a site visit was made to observe rebar in the north half of Building A second floor slab on deck. Reinforcing steel was set and tied per approved plans and standard construction practices. The contractor was notified of our observations. Future site visits will be scheduled with our office when required. ✔ ✔ ✔ ✔ ✔ ✔ ✔ Reinforcing Steel Report RSPO­000014Report #: 09/06/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970­945­2809 Client: Andover Management Group 333 East main Street Suite 300 Louisville, KY 40202 Project: GS06693.001F­360 214 Center Drive 214 Center Drive Garfield County, CO Legal: Contractor to ensure integrity of completed work is maintained during subsequent construction activities.Page 1 of 3Page 1 of 2 ~ CTL ITHOMPSON 11111 #·l'f,M-t,Nt,Nffi □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ Activity Date:09/06/2024 Technician:Downing, ThomasPlacement Location:Building A, second floor slab on deck, north half.  from A line to Uline, between 3 and 36 lines Plans/Details:Sheet S110, sheet S100 “typical construction joint detail” and“Foundation and CMU general notes”.Items Observed:Placement Type Observed:Grade BeamPier CapColumnStructural SlabSlab on GradeSlab on DeckFootingWallOther Items Checked:Bar SizeBar Quantity and SpacingLap LengthCoverForm VoidDowel BarsOtherConformance:The items observed were found to be in general conformance with the approved drawings and standard constructionpractice: Yes No Discrepancy: Yes No General Remarks: As requested, a site visit was made to observe rebar in the north half of Building A second floor slab on deck. Reinforcing steel was set and tied per approved plans and standard construction practices. The contractor was notified of our observations. Future site visits will be scheduled with our office when required. Images: Comments:Second floor slab on grade, north half, looking west Comments:Second floor slab on grade, north half, looking east ✔✔✔✔✔ ✔ ✔ Reinforcing Steel Report RSPO­000014Report #: 09/06/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970­945­2809 Client: Andover Management Group 333 East main Street Suite 300 Louisville, KY 40202 Project: GS06693.001F­360 214 Center Drive 214 Center Drive Garfield County, CO Legal: Contractor to ensure integrity of completed work is maintained during subsequent construction activities.Page 2 of 3Page 2 of 2 ~ CTL ITHOMPSON 11111 #·l'f,M-t,Nt,Nffi Activity Date:09/11/2024 Technician:Downing, Thomas Placement Location: Building A, second floor slab on deck, south half.  from U line to PP line, between 1 and 36 lines Plans/Details: Sheet S110, sheet S100 “typical construction joint detail” and “Foundation and CMU general notes”. Items Observed: Placement Type Observed: Grade Beam Pier Cap Column Structural Slab Slab on Grade Slab on Deck Footing Wall Other Items Checked: Bar Size Bar Quantity and Spacing Lap Length Cover Form Void Dowel Bars Other Conformance: The items observed were found to be in general conformance with the approved drawings and standard construction practice: Yes No Discrepancy: Yes No General Remarks: As requested, a site visit was made to observe rebar in the south half of Building A second floor slab on deck. Reinforcing steel was set and tied per approved plans and standard construction practices. The contractor was notified of our observations. Future site visits will be scheduled with our office when required. ✔ ✔ ✔ ✔ ✔ ✔ ✔ Reinforcing Steel Report RSPO­000015Report #: 09/11/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970­945­2809 Client: Andover Management Group 333 East main Street Suite 300 Louisville, KY 40202 Project: GS06693.001F­360 214 Center Drive 214 Center Drive Garfield County, CO Legal: Contractor to ensure integrity of completed work is maintained during subsequent construction activities.Page 1 of 4Page 1 of 3 ~ CTL ITHOMPSON 11111 #·l'f,M-t,Nt,Nffi □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ Activity Date:09/11/2024 Technician:Downing, ThomasPlacement Location:Building A, second floor slab on deck, south half.  from U line toPP line, between 1 and 36 lines Plans/Details:Sheet S110, sheet S100 “typical construction joint detail” and“Foundation and CMU general notes”.Items Observed:Placement Type Observed:Grade BeamPier CapColumnStructural SlabSlab on GradeSlab on DeckFootingWallOther Items Checked:Bar SizeBar Quantity and SpacingLap LengthCoverForm VoidDowel BarsOtherConformance:The items observed were found to be in general conformance with the approved drawings and standard constructionpractice: Yes No Discrepancy: Yes No General Remarks: As requested, a site visit was made to observe rebar in the south half of Building A second floor slab on deck. Reinforcing steel was set and tied per approved plans and standard construction practices. The contractor was notified of our observations. Future site visits will be scheduled with our office when required. Images: Comments:Second floor slab on grade, north half, looking south Comments:Second floor slab on grade, north half, looking west ✔✔✔✔✔ ✔ ✔ Reinforcing Steel Report RSPO­000015Report #: 09/11/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970­945­2809 Client: Andover Management Group 333 East main Street Suite 300 Louisville, KY 40202 Project: GS06693.001F­360 214 Center Drive 214 Center Drive Garfield County, CO Legal: Contractor to ensure integrity of completed work is maintained during subsequent construction activities.Page 2 of 4Page 2 of 3 CTL ITHOMPSON T MIMHl,Nhi Activity Date:09/11/2024 Technician:Downing, ThomasPlacement Location:Building A, second floor slab on deck, south half.  from U line toPP line, between 1 and 36 lines Plans/Details:Sheet S110, sheet S100 “typical construction joint detail” and“Foundation and CMU general notes”.Items Observed:Placement Type Observed:Grade BeamPier CapColumnStructural SlabSlab on GradeSlab on DeckFootingWallOther Items Checked:Bar SizeBar Quantity and SpacingLap LengthCoverForm VoidDowel BarsOtherConformance:The items observed were found to be in general conformance with the approved drawings and standard constructionpractice:Yes NoDiscrepancy:Yes NoGeneral Remarks:As requested, a site visit was made to observe rebar in the south half of Building A second floor slab on deck. Reinforcing steelwas set and tied per approved plans and standard construction practices. The contractor was notified of our observations.Future site visits will be scheduled with our office when required.Images: Comments:Second floor slab on grade, north half, looking south Comments:Second floor slab on grade, north half, looking west Comments:south slab edge ✔✔✔✔✔✔✔ Reinforcing Steel Report RSPO­000015Report #: 09/11/2024 Glenwood Springs 234 Center Drive Glenwood Springs, CO 81601 Phone: 970­945­2809 Client: Andover Management Group 333 East main Street Suite 300 Louisville, KY 40202 Project: GS06693.001F­360 214 Center Drive 214 Center Drive Garfield County, CO Legal: Contractor to ensure integrity of completed work is maintained during subsequent construction activities.Page 3 of 4Page 3 of 3 ~ CTL ITHOMPSON 11111 #·l'f,M-t,Nt,Nffi