ATTMT Item 27 - 11 94 11 - ROOFTOP CABLE FALL PROTECTION SYSTEM.pdf

PDF 22 KB Posted

Attached to
Construct F16 Mission Training Center Federal contract opportunity
Solicitation number
W50S95-23-B-0001
Issued by
Department of the Army National Guard

About this file

This solicitation requests proposals for the construction of an F-16 mission training center at McEntire Joint National Guard Base in South Carolina. The single firm fixed-price contract will include demolition of an existing building and construction of a new facility with four simulator bays and supporting spaces. Base requirements include substructure, exterior building, interior, HVAC, electrical, plumbing, fire protection, communication, and demolition work. The contract also has optional CLINs for additional brick masonry, vertical entry, floor finishes, signage, parking, walls, concrete, and landscaping. Interested offerors must register in SAM and check the website for any amendments. The pre-bid conference is scheduled for January 27, 2023 and questions are due by January 23. Proposals are due as specified in amendments. The project value is between $5-10 million and is fully set aside for small business. The NAICS code is 236220 with a $45 million size standard.

View the file

Other files for this federal contract opportunity

Other files attached to Construct F16 Mission Training Center, newest first.
File Type Posted
Abstract.pdf PDF
Questions and Answers 3.3.2023.pdf PDF
W50S9523B0001 Amendment 0003.pdf PDF
W50S9523B0001 Amendment 0003 Conformed Copy.pdf PDF
ATTMT Item 46a - Bldg 958 Bldg and Site.pdf PDF
ATTMT Item 130 - SECTION 07 27 10.00 10 BUILDING AIR BARRIER SYSTEM.pdf PDF
ATTMT Item 23 - 31 31 16.13 - CHEMICAL TERMITE CONTROL.pdf PDF
ATTMT Item 30 - Cast Iron Boot Detail.pdf PDF
ATTMT Item 43 - Recycling Receptacles.pdf PDF
ATTMT Item 46b - Bldg 958 Mech.pdf PDF
W50S9523B0001 Amendment 0002 Conformed Copy.pdf PDF
Questions and Answers 2.21.2023.pdf PDF
W50S9523B0001 Amendment 0002.pdf PDF
Asbestos and Lead Report - Basis of Design SCANG PSTE 189001.pdf PDF
W50S9523B0001 Amendment 0001.pdf PDF
W50S9523B0001 Amendment 0001 Conformed Copy.pdf PDF
Attendee Sign In Sheet.pdf PDF
Contracting Pre-Bid Conference.pdf PDF
F-16 SIM Facility Pre-Bid Site Visit.pdf PDF
W50S9523B0001.pdf PDF
SOW_ PSTE 189001 - Construct F-16 Mission Training Center.pdf PDF
FY23 PTSE 189001 J-A 23-001 Ceiling Tile FINAL_Redacted.pdf PDF
FY23 PTSE 189001 J-A 23-005 PA Speakers FINAL_Redacted.pdf PDF
FY23 PTSE 189001 J-A 23-006 Cores and Locksets FINAL_Redacted.pdf PDF
FY23 PTSE 189001 J-A 23-009 Soap Dispenser FINAL_Redacted.pdf PDF
FY23 PTSE 189001 J-A 23-004 HVAC Controls Final_Redacted.pdf PDF
FY23 PTSE 189001 J-A 23-007 Fire Alarm Control Panel FINAL_Redacted.pdf PDF
Wage Determination.pdf PDF
FY23 PTSE 189001 J-A 23-002 Paper Towel Dispenser Final_Redacted.pdf PDF
FY23 PTSE 189001 J-A 23-008 ATI FINAL_Redacted.pdf PDF
FY23 PTSE 189001 J-A 23-003 Toilet Paper Dispenser Final_Redacted.pdf PDF
Show all 31

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

NGBJV SC - FLIGHT SIMULATOR PSTE 189001

MCENTIRE JNGB, SC BIDDER INQUIRIES, Feburary 21, 2023

SECTION 11 94 11

ROOFTOP CABLE FALL PROTECTION SYSTEM

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI Z359.1 (2020) The Fall Protection Code

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Design Drawings; G

SD-03 Product Data

Components; G

Provide manufacturer's data and product information for manufactured materials and products indicating the sizes, descriptions, capacities, test certifications, and other descriptive data showing in sufficient detail that the product complies with the contract requirements.

SD-07 Certificates

Certificates of insurance; G

Manufacturer's Certification; G

Material Test Certificates; G

SD-10 Operation and Maintenance Data

Systems Manuals; G

1.3 QUALITY ASSURANCE

1.3.1 Design Qualifications

System Layout, Design Analysis, and Calculations shall be prepared and certified by a Licensed Professional Engineer, registered in the[ state][ or][ jurisdiction] where the job will be conducted. This engineer shall be employed by the Fall Protection Contractor as a full time fall arrest

SECTION 11 94 11 Page 1 systems designer.

1.3.2 Design Requirements

1.3.2.1 Structural Review

The fall protection contractor's qualified engineer shall verify that the to which the fall protection system will be attached is capable of supporting the potential loads imposed in a fall event.

1.3.3 Contractor Qualifications

1.3.3.1 Insurance

The Fall Protection Contractor shall maintain all appropriate insurances as applicable for the design and installation of fall protection systems.

Proof of these insurance listings shall be supplied as part of Submittals from Article 1.2.

1.3.3.2 Certification

The Fall Protection Contractor shall be fully certified by the manufacturer in the design, installation and certification of the fall protection system and shall have a minimum of 5 years full time experience with similar systems. Proof of manufacturer's approval shall be in the form of a copy of the Contractor's current certificate issued by the manufacturer and supplied as part of Submittals from Article 1.2. Any subcontractors utilized by the Fall Protection Contractor shall meet the same qualifications required in this specification.

1.3.3.3 Licensing

The Fall Protection Contractor shall maintain contractor licensing as required by the state in which the project is performed.

1.3.3.4 Quality Control

The Fall Protection Contractor and the fall protection system manufacture shall maintain quality control procedures in accordance with ISO 9001.

For standards other than ISO 9001, the Contractor shall submit their quality control procedures to the Contracting Officer for approval prior to bid.

1.3.3.5 Installation Technicians

a. Lead installation technician shall be fully trained by manufacturer in the installation of the specific system to be installed.

b. The lead installer shall have performed a minimum of five previous similar projects.

c. The lead installer shall have current training and certification in first aid, CPR/AED, man lift operation and forklift operation.

d. The lead installer shall have current OSHA 30 hour certification.

e. Copies of training certificates shall be kept at the Fall Protection Contactors location and will be made available upon request.

SECTION 11 94 11 Page 2

1.4 PROJECT CONDITIONS

a. Preconstruction Site Survey: Contractor shall send a designated project manager to the site, prior to installation.

b. Form the basis of the design of the proposed solution.

c. Verify that the fall protection design proposed in the bid documents provides a safe and compliant system that fully protects the users.

d. Field verify system layout to ensure required fit and dimensions.

e. Review the construction schedule to ensure timely project execution.

f. Review site specific safety requirements and obtain a list of any site specific pre installation safety training requirements.

g. Coordinate any work done in conjunction with any other contractors.

(i.e.. Roofers or Mechanical/Electrical/HVAC contractors).

1.5 DELIVERY, STORAGE, AND HANDLING

Store and stage materials in protective packaging at location specified.

Prevent soiling, physical damage or wetting.

PART 2 PRODUCTS

2.1 SYSTEM DESIGN

Provide Fall Protection Systems to allow users to walk uninterrupted the entire length of each system and provide secure anchorage to arrest a fall by the users. All components, including user equipment, shall be included, so as to provide a complete and fully operational system. The fall protection systems shall be supported by rooftop anchors which are permanently attached to the roof [structure][standing seam roofing seams]. This system is not to be designed or utilized for suspended equipment operations.

a. The Fall Arrest Systems shall be designed to fully protect the user at all times while in the area of potential fall hazard.

b. The Fall Arrest Systems shall be designed for 2 simultaneous users for each system.

c. Deceleration Device: Provide 4 appropriate length lanyards that meet or exceed applicable standards of ANSI Z359.1 and OSHA 1926.104 .

d. Harnesses: Provide 4 full body harnesses with single back D-ring that meet or exceed applicable standards of ANSI Z359.1 and

OSHA 1926.104 .

2.1.1 Design Drawings

Submit pre-installation design drawings and system specifications, with each page stamped by the designing engineer. Include the following:

a. A statement defining the type of system: fall arrest, fall restraint, etc.

SECTION 11 94 11 Page 3

b. A drawing showing the layout of the system, including where it is located on the structure and the complete assembly of all components.

The drawings shall be specific to the site and location of the project.

c. A specification of the number, location and qualifications of workers using the system.

d. Specifications for all components, including sizes and minimum breaking strengths. The specifications shall reference applicable standards and/or fully specify the makes and models of the components.

e. A description of any proof testing required before the system may be put into use.

f. A specification of any environmental limitations on the use of the fall protection system, such as chemical, temperature, radiation or weather factors that may temporarily or permanently render the system unsafe to use.

g. Information on the expected performance of the system:

1. Maximum arrest load

2. Maximum loadings of all components

3. Cable Sag

4. Deflection

5. Deployment of energy absorber

6. Maximum arrest force

2.2 SYSTEM DESCRIPTION

a. System shall not have internal components that cannot be visually inspected.

b. Cable system components shall be of stainless steel construction unless otherwise indicated. Exposed work shall be true to line and level with accurate angles, surfaces and with straight square edges.

c. All primary cable system components shall be of same material unless otherwise indicated. Exposed work shall be true to line and level with accurate angles, surfaces and with straight square edges.

Coordinate anchorage system with supporting [structure][standing seam roofing seams]. Fabricate anchoring devices as recommended by the manufacturer to provide adequate support for intended use.

d. Fabricate Joints in a manner to discourage water accumulation.

Provide weep holes to drain any water, which could accumulate in the exposed joints.

2.3 COMPONENTS

2.3.1 Rooftop Energy Absorbing Anchor Posts

Designed to limit load in the event of a fall and absorb the energy integrally. The body of the anchorage is to deploy in the event of a fall pulling the fixings in shear and preventing damage to the roof system.

Based on compliance with the manufacturer's structural requirements, the posts shall be attached as follows:

SECTION 11 94 11 Page 4

[ Attachment to structure through base plate shall be by means of bolts through roof to structure below or by welding or bolting to roof support structure, as designed by system manufacturer.][Attachment to standing seam roofing seams through base plate shall be by stitching screws, rivets or clamps, as designed by system manufacturer.]

2.3.2 Anchorage Fabrications

Carbon steel construction and designed to withstand the maximum fall arrest forces with a minimum safety factor of two. Steel shall be structural grade with material test certificates for full material traceability. The rooftop anchor posts shall not have internal components that cannot be visually inspected.

2.3.3 Horizontal Lifeline Cable

Stainless Steel AISI 316L 8mm diameter 7x7 or 1x19 wire rope with a minimum breaking strength >37kN.

2.3.4 Swaging

The cable shall be swaged in-line with the anchor point. Each swage is to be proof tested according to the manufacturer's requirements. Cable clamps shall not be utilized for termination of the engineered horizontal lifeline system.

2.3.5 Shock Absorber

When the engineering design dictates the use of load limiting in-line shock absorbers, the shock absorber shall visually display deployment in the event a fall has occurred on the system. In-line shock absorbers are utilized in systems where the loads may exceed the structural ability of the support [structure][standing seam roofing seams]. Shock Absorbers shall not have internal components that cannot be visually inspected.

2.3.6 Cable Trolley

Stainless Steel Z8CND17 04. The cable trolley shall allow for pass-through of intermediate support points without disconnecting from the system.

2.3.7 Tension Indicator

The system shall include a tension indicator that will allow the user to physically inspect that the correct inline cable tension is achieved.

2.3.8 Fasteners

The Fall Arrest Systems shall be attached to the supporting [structure][standing seam roofing seams] with appropriate fasteners. The fasteners shall be designed to support a load on the system of 2 times the maximum design load without failure.

2.4 MATERIALS

a. All materials shall be new, and completed Fall Protection System shall be the product of one manufacturer or the manufacturer's authorized installer regularly engaged in the design and production of such equipment.

SECTION 11 94 11 Page 5

b. Primary cable assembly components shall be manufactured from stainless steel. Fabricated supports required for additional support shall be carbon steel with a corrosion resistant finish.

c. Material Control: All critical cable assembly components shall contain batch numbers or serial numbers, permanently stamped or engraved, identifying the specific job and system they are used for.

These numbers shall be recorded in the system manual as described in Article 1.2 and forwarded to the Contracting Officer upon completion of the project.

PART 3 EXECUTION

3.1 EXAMINATION

a. Examine areas and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of fall protection equipment.

b. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 INSTALLATION

a. Fall Protection Systems shall be installed by Fall Protection Contractor's authorized and trained personnel that have been certified by the manufacturer. Install anchorage and fasteners in accordance with the approved design design drawings. If the installation of the anchor posts is not performed by the fall protection contractor, then the posts installation shall be inspected, load tested and verified by the fall protection contractor.

b. Install engineered horizontal lifeline systems according to the approved design design drawings and manufacturer's instructions. Do not load or stress the Fall Protection Systems until all materials and fasteners are properly installed and ready for service. Only an installation technician that is fully trained by manufacturer in the installation of the specific system shall perform the installation of the engineered lifeline system.

3.3 OPERATOR TRAINING

a. Fall Protection Contractor will provide operator orientation training on the inspection, use and maintenance of the supplied system after it has been installed and proof tested. Training is to be for the users of the system conducted at the installation site.

b. Depending on the complexity and scope of the project, operator orientation training may take a minimum of 30 minutes up to a maximum of one hour per class. As required, Fall Protection Contractor will provide multiple classes up to a four hour maximum.

3.4 CLEANING

Remove all loose materials, crating and packing materials from premises.

SECTION 11 94 11 Page 6

3.5 CLOSEOUT ACTIVITIES

3.5.1 Systems Manuals

Contractor shall furnish a manual including the following:

a. Maintenance Procedures: Including parts list and maintenance requirements for all equipment.

b. Operation Procedures: Indicating proper use of equipment for safe operation of the systems.

c. Test Certificate: Indicating completion of proof load testing on installed systems.

d. Product Certificate: Containing the manufacturer's serial number, name and part number of each individual component used in the systems. Manufacturer's catalog data indicating the sizes, descriptions, capacities, test certifications, and other descriptive data showing sufficient detail that the product complies with the contract requirements shall be submitted for approval.

3.5.1.1 Record Drawings

A copy of as-constructed drawings and system specifications, with each page stamped by the designing engineer, shall also be included in the systems manual.

3.5.1.2 Manufacturer's Instructions

Instructions for use for the use of the supplied fall protection system and user equipment.

a. Horizontal lifeline system

b. Rooftop Energy Absorbing Anchor Post

c. Cable Trolley

d. Full body harness

e. Lanyards

3.5.2 Demonstration

Demonstrate operation of system to Owner's personnel.

a. Briefly describe function, operation, and inspection of each component.

3.5.3 Training

Train Owner's personnel on operation and inspection of system at the completion of the installation.

a. Use operation and maintenance manual as training reference, supplemented with additional training materials as required.

b. Provide minimum of one hour of training.

c. Location: At project site.

-- End of Section --

SECTION 11 94 11 Page 7

SECTION 11 94 11 Page 8

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