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
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 .