Addendum 3 - G-202-SPECIAL INSPECTIONS.pdf

PDF 151 KB Posted

Attached to
Construct Corrosion Control Facility Federal contract opportunity
Solicitation number
W50S78-24-B-0002
Issued by
Department of the Army National Guard

About this file

This document is Addendum 3 to the specifications for the Corrosion Control Facility construction project. It provides detailed inspection requirements for the concrete construction, brick veneer masonry, open-web steel joists, cold-formed metal decking, and mechanical fastening of the cold-formed metal decking. The key inspection items include verifying the formwork, reinforcement, welding, anchors, concrete placement and curing, deck materials, deck installation, and fastener installation.

The related federal contract opportunity is for the construction of a new 12,200 square foot Corrosion Control Facility at Joint Base San Antonio - Kelly Field Annex. The project includes a base bid as well as four options for additional work such as translucent panels, screen wall, alternate roof, and epoxy flooring. The solicitation also identifies four brand name items required for compatibility with existing systems. The contract duration is 540 calendar days and the project is set aside 100% for small businesses under NAICS code 236220.

View the file

Other files for this federal contract opportunity

Other files attached to Construct Corrosion Control Facility, newest first.
File Type Posted
Corrosion Control Facility - Abstract of Bidders - REVISED - 20240924.pdf PDF
Corrosion Control Facility - Abstract of Bidders 20240918.pdf PDF
W50S7824B0002 - Corrosion Control - Amendment 05 - 20240913.pdf PDF
Addendum 3 - S-001-GENERAL NOTES.pdf PDF
Addendum 3 - SB506-FOUNDATION DETAILS.pdf PDF
Addendum 3 - SB508-FOUNDATION DETAILS.pdf PDF
Addendum 3 - SB102-SLAB PLAN.pdf PDF
Addendum 3 - SB507-FOUNDATION DETAILS.pdf PDF
W50S7824B0002 - Corrosion Control - Amendment 04 - 20240910.pdf PDF
Addendum 3 - G-203-SPECIAL INSPECTIONS.pdf PDF
Addendum 3 - A-500-DETAILS.pdf PDF
Addendum 3 - A-103-ROOF PLAN.pdf PDF
Addendum 3 - A-101-FLOOR PLAN.pdf PDF
Addendum 03 Cover Page.pdf PDF
Addendum 3 - A-201-BUILDING ELEVATIONS.pdf PDF
Addendum 3 - 01 14 00 - WORK RESTRICTIONS.pdf PDF
W50S7824B0002 - Corrosion Control - RFI Responses 1 - 230 (20240910).pdf PDF
Attachment 12 - JBSA-Soil Management Plan - Signed Jan 22.pdf PDF
Addendum 3 - G-201-SPECIAL INSPECTIONS.pdf PDF
Addendum 3 - A-501-DETAILS.pdf PDF
Attachment 13 - Kelly Annex CORROSION CONTROL-TOPO.pdf PDF
Addendum 3 - G-002-SHEET INDEX.pdf PDF
Addendum 3 - EG502-GROUNDING AND LIGHTNING PROTECTION DETAILS.pdf PDF
Addendum 3 - A-104-HANGAR BAY FLOOR PAINT STRIPING PLAN.pdf PDF
Addendum 3 - 09 06 00 - SCHEDULES OF FINISHES.pdf PDF
Addendum 3 - 08 34 16.10 - HORIZONTAL ROLLING STEEL DOORS.pdf PDF
W50S7824B0002 - Corrosion Control - Amendment 03 - 20240905.pdf PDF
ADDENDUM 2- SPECIFICATIONS -08 34 16.10 -- DRAWING - A-603.pdf PDF
W50S7824B0002 - Corrosion Control - RFI Responses 1 - 11 (20240829).pdf PDF
W50S7824B0002 - Corrosion Control - Amendment 02 - 20240829.pdf PDF
Attachment 11 - Geotechical report - TX ANG CC Facility.pdf PDF
W50S7824B0002 - Corrosion Control - RFI Responses 1 - 5 (20240823).pdf PDF
ADDENDUM 1 - SPECIFICATIONS VOL 1 - SECTION 08 71 00 DOOR HARDWARE.pdf PDF
W50S7824B0002 - Corrosion Control - Amendment 01 - 20240823.pdf PDF
Pre_Bid_Site Visit_Corrosion Control_Attendance_Sheet 20_Aug _2024.pdf PDF
Pre-Proposal Site Visit Slides_Corrosion Control 20 Aug 24.pptx PPTX presentation
Attachment 1 - TX-ANG_CORROSION CONTRAOL HANGAR_TYPE B3_DRAWINGS.pdf PDF
Attachment 1.a. - TX-ANG_CORROSION CONTROL HANGAR_TYPE B3_DRAWINGS (1-74) 2024.08.02.pdf PDF
Attachment 10 - Monaco Redacted.pdf PDF
Attachment 5 - Industrial Security SOW.pdf PDF
Attachment 7 - DDC Redacted.pdf PDF
Attachment 8 - Trane Redacted.pdf PDF
Attachment 1.b. - TX-ANG_CORROSION CONTROL HANGAR_TYPE B3_DRAWINGS (75-136) 2024.08.02.pdf PDF
Attachment 2 - TX-ANG_CORROSION CONTROL HANGAR_TYPE B3_VOL 1 SPECIFICATIONS 2024.08.02.pdf PDF
Attachment 6 - Access and staging site plan.pdf PDF
W50S7824B0002 Corrosion Control Facility -Solicitation - 20240809.pdf PDF
Attachment 3 - TX-ANG_CORROSION CONTROL HANGAR_TYPE B3_VOL 2 SPECIFICATIONS 2024.08.02.pdf PDF
Attachment 4 - STRUCTURAL INTERIOR DESIGN.pdf PDF
Attachment 9 - Falcon Redacted.pdf PDF
Show all 49

On GovTribe

Work with this file on GovTribe

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

STRUCTURAL -- CONCRETE CONSTRUCTION, INCLUDING COMPOSITE DECK

TASK INSPECTION

TYPE DESCRIPTION

VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH 2021 IBC TABLE 1705.3.

1 INSTALLATION OF FORMWORK OBSERVE VERIFY SHAPE, LOCATION, AND DIMENSIONS OF MEMBER BEING FORMED.

2 INSTALLATION OF REINFORCEMENT, INCLUDING

PRESTRESSING TENDONS OBSERVE

• BONDED REINFORCEMENT SHALL BE FREE OF UNACCEPTABLE RUST AND

ICE, MUD, OIL, OR OTHER DELETERIOUS COATINGS THAT DECREASE BOND

• TYPE, GRADE, AND SIZE

• LOCATION, ORIENTATION, SPACING, AND CLEARANCES

• PROPER PLACEMENT OF HOOKS, BENDS, TIES, STIRRUPS, AND

SUPPLEMENTAL REINFORCEMENT

• LAP LENGTHS, STAGGER, AND OFFSETS PROVIDED

• ALL MECHANICAL CONNECTIONS INSTALLED IN ACCORDANCE WITH

MANUFACTURER'S INSTRUCTIONS AND / OR EVALUATION REPORT

3 REINFORCING BAR WELDING, SINGLE PASS

FILLET 5/16" MAXIMUM OBSERVE • VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A706

• INSPECT IN ACCORDANCE WITH AWS D1.4

4 REINFORCING BAR WELDING, ALL OTHER WELDS CONTINUOUS • VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A706

• INSPECT IN ACCORDANCE WITH AWS D1.4

5 CAST-IN-PLACE ANCHORS OBSERVE

PRIOR TO PLACEMENT OF CONCRETE:

• TYPE, GRADE, AND SIZE

• LOCATIONS, SPACING, AND CLEARANCES

• LENGTH AND EXTENT OR DEPTH OF EMBEDMENT

6 POST-INSTALLED MECHANICAL ANCHORS OBSERVE

• TYPE, GRADE, AND SIZE

• LOCATIONS, SPACING, CLEARANCES, AND EDGE DISTANCES

• LENGTH AND EXTENT OR DEPTH OF EMBEDMENT

7 POST-INSTALLED ADHESIVE ANCHORS OBSERVE

• VERIFY MINIMUM AGE, TEMPERATURE, AND MOISTURE CONDITION AT THE

TIME OF ANCHOR INSTALLATION OF THE CONCRETE SUBSTRATE

• HOLE DRILLING AND PREPARATION REQUIREMENTS

• TYPE, GRADE, AND SIZE

• LOCATIONS, SPACING, CLEARANCES, AND EDGE DISTANCES

• LENGTH AND EXTENT OR DEPTH OF EMBEDMENT

• INSTALLATION IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND

/ OR EVALUATION REPORT

• PROOF LOADING, IF REQUIRED BY CONTRACT DOCUMENTS

POST-INSTALLED ADHESIVE ANCHORS

INSTALLED IN A HORIZONTAL OR UPWARD

INCLINED ORIENTATION AND RESIST SUSTAINED

TENSION LOADS

CONTINUOUS

• ALL ITEMS LISTED FOR TASK NO. 7 ABOVE

• INSTALLER CERTIFIED IN ACCORDANCE WITH AN APPLICABLE ADHESIVE

ANCHOR INSTALLER CERTIFICATION PROGRAM

9 VERIFY USE OF REQUIRED MIX DESIGN OBSERVE VERIFY THAT ALL MIXES USED COMPLY WITH THE APPROVED CONSTRUCTION

DOCUMENTS.

FABRICATE SPECIMENS FOR STRENGTH TESTS,

PERFORM SLUMP AND AIR CONTENT TESTS, AND

DETERMINE THE TEMPERATURE OF THE

CONCRETE

CONTINUOUS

AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE STRENGTH TEST

SPECIMENS, VERIFY THESE TESTS ARE PERFORMED BY QUALIFIED

TECHNICIANS.

INSPECT CONCRETE AND SHOTCRETE

PLACEMENT FOR PROPER APPLICATION

TECHNIQUES

CONTINUOUS

• SEGREGATION AND / OR CONTAMINATION AVOIDED DURING CONVEYANCE

AND DEPOSITING

• PROPER CONSOLIDATION

12 VERIFY MAINTENANCE OF SPECIFIED CURING

TEMPERATURE AND TECHNIQUES OBSERVE

• CURING PROCEDURES AND TEMPERATURE

• COLD WEATHER PROTECTION

• HOT WEATHER PROTECTION

13 PRESTRESSED CONCRETE CONTINUOUS • APPLICATION OF PRESTRESSING FORCES

• GROUTING OF BONDED PRESTRESSING TENDONS

STRUCTURAL -- BRICK VENEER MASONRY -- LEVEL 1 -- RISK CATEGORY I, II OR III

TASK INSPECTION

TYPE DESCRIPTION

PRIOR TO CONSTRUCTION, VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH 2021 IBC 1705.4 AND TMS 602-16 TABLE 3.

1 COMPLIANCE OF SUBMITTALS OBSERVE

STRUCTURAL -- OPEN-WEB STEEL JOISTS AND JOIST GIRDERS

TASK INSPECTION

TYPE DESCRIPTION

VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH 2021 IBC 1705.2.3.

1 VERIFY INSTALLATION OBSERVE

• MEMBER SIZES AND LOCATIONS

• END CONNECTIONS, WELDED OR BOLTED

• BRIDGING, HORIZONTAL AND / OR DIAGONAL

STRUCTURAL -- COLD-FORMED METAL DECK -- PLACEMENT

TASK INSPECTION

TYPE DESCRIPTION

PRIOR TO DECK PLACEMENT, VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH 2021 IBC 1705.2.2 AND SDI QA/QC-2017 APPENDIX 1 TABLE 1.1.

VERIFY COMPLIANCE OF MATERIALS (DECK AND

ALL DECK ACCESSORIES) WITH CONSTRUCTION

DOCUMENTS

PERFORM

• PROFILES

• MATERIAL PROPERTIES

• BASE METAL THICKNESS

2 ACCEPTANCE OR REJECTION OF DECK AND

DECK ACCESSORIES DOCUMENT

DURING DECK PLACEMENT, VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH 2021 IBC 1705.2.2 AND SDI QA/QC-2017 APPENDIX 1 TABLE 1.2

VERIFY COMPLIANCE OF DECK AND ALL DECK

ACCESSORIES INSTALLATION WITH

CONSTRUCTION DOCUMENTS

PERFORM

VERIFY DECK MATERIALS ARE REPRESENTED BY

THE MILL CERTIFICATIONS THAT COMPLY WITH

THE CONSTRUCTION DOCUMENTS

PERFORM

5 ACCEPTANCE OR REJECTION OF INSTALLATION

OF DECK AND DECK ACCESSORIES DOCUMENT

AFTER DECK PLACEMENT, VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH 2021 IBC 1705.2.2 AND SDI QA/QC-2017 APPENDIX 1 TABLE 1.3

6 WELDING PROCEDURE SPECIFICATION (WPS)

AVAILABLE OBSERVE

7 MANUFACTURERS CERTIFICATIONS FOR

WELDING CONSUMABLES AVAILABLE OBSERVE

8 MATERIAL IDENTIFICATION OBSERVE TYPE AND GRADE.

9 CHECK WELDING EQUIPMENT OBSERVE

STRUCTURAL -- COLD-FORMED METAL DECK -- MECHANICAL FASTENING

TASK INSPECTION

TYPE DESCRIPTION

BEFORE MECHANICAL FASTENING, VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH 2021 IBC 1705.2.2 AND SDI QA/QC-2017 APPENDIX 1 TABLE 1.6.

1 MANUFACTURER INSTALLATION INSTRUCTIONS

FOR FASTENERS AVAILABLE OBSERVE

2 PROPER TOOLS FOR FASTENER INSTALLATION

AVAILABLE OBSERVE

3 PROPER STORAGE PROVIDED FOR FASTENERS OBSERVE

DURING MECHANICAL FASTENING, VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH 2021 IBC 1705.2.2 AND SDI QA/QC-2017 APPENDIX 1 TABLE 1.7

4 FASTENERS POSITIONED AS REQUIRED OBSERVE

5 FASTENERS INSTALLED IN ACCORDANCE WITH

MANUFACTURER'S INSTRUCTIONS OBSERVE

AFTER MECHANICAL FASTENING, VERIFY THE FOLLOWING ARE IN COMPLIANCE WITH 2021 IBC 1705.2.2 AND SDI QA/QC-2017 APPENDIX 1 TABLE 1.8

6 INSTALLATION OF SUPPORT FASTENERS PERFORM

• TYPE

• SPACING

• INSTALLATION

7 INSTALLATION OF SIDELAP FASTENERS PERFORM

• TYPE

• SPACING

• INSTALLATION

8 INSTALLATION OF PERIMETER FASTENERS PERFORM

• TYPE

• SPACING

• INSTALLATION

9 REPAIR ACTIVITIES PERFORM

10 ACCEPTANCE OR REJECTION OF MECHANICAL

FASTENERS DOCUMENT

5801 Broadway Extension, Suite 500 Oklahoma City, OK 73118-7436

405.840.2931 | fsb-ae.com

Frankfurt-Short-Bruza Associates,P.C.

20190320

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

PROJECT MANAGER:

SHEET NUMBER:

ISSUE DATE:

SHEET TITLE:

PROJECT NUMBER:

PROJECT INFORMATION:

REVISION HISTORY:

DATEDESCRIPTION

TX

AN

G Pr oj ec t N um be r:

KE

LL

JB

SA

Ke lly A nn ex , T X

Te xa s Ai r N at io na l G ua rd 9t h

FW

Co rro sio n Co nt ro l F ac ilit y

NDM

A

B C D

A B C D

E F G H

E F G

H I

I

C :\U sers\nolm stead\D ocum ents\90320_Stru_nolm steadFK74B.rvt

09/09/24 16:54:35

2 AUGUST 2024

G-202

SPECIAL INSPECTIONS

BJW

CGH

CGH

1 ADDENDUM 03 09/09/2024

File details come from the government source that posted it. Updated .