W912QR23R0028-0005.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Solicitation W912QR23R0028 for Design/Build Construction of a Child Development Center at Scott Air Force Base (SAFB), IL, is hereby modified as follows:

SEE CONTINUATION PAGE

1. CONTRACT ID CODE PAGE OF PAGES

1 2

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912QR23R0028

X 9B. DATED (SEE ITEM 11)

30-Jun-2023

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO.

5. PROJECT NO.(If applicable)

6. ISSUED BY

3.EFFECTIVE DATE

30-NOV-2023

CODE

U. S. ARMY ENGINEER DISTRICT, LOUISVILLE

600 DR. MARTIN LUTHER KING, JR. PLACE

ROOM 821

LOUISVILLE KY 40202-2239

W912QR 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912QR23R0028-0005

W912QR23R0028

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

AMENDMENT 0005

Solicitation W912QR23R0028 for Design/Build Construction of a Child Development Center at Scott Air Force Base (SAFB), IL, is hereby modified as follows:

a. The following Specification Sections have been revised and shall be REPLACED in their entirety:

Project Table of Contents 01 11 04 Statement of Work Structural Systems

b. The following Appendix shall be ADDED in its entirety:

Appendix I: Scott AFB CES General Requirements (23 JUL 2018)

c. The proposal due date remains 2:00 PM ET on 6 December 2023 for Phase II proposals. Acknowledgement of amendment and proposals are due at that time.

(End of Summary of Changes)

502189 CHILD DEVELOPMENT CENTER

SCOTT AIR FORCE BASE, IL

PROJECT TABLE OF CONTENTS

AMENDMENT 0005

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 80 00.00 06 04/21 SPECIAL PROVISIONS

DIVISION 01 - GENERAL REQUIREMENTS

01 03 00.00 06 DESIGN SUBMISSION REQUIREMENTS AFTER

AWARD

01 11 00 08/11 SUMMARY OF WORK

01 11 01 01/19 STATEMENT OF WORK CIVIL SITE

01 11 02 07/20 STATEMENT OF WORK ARCHITECTURE

01 11 03 08/16 STATEMENT OF WORK INTERIOR DESIGN

01 11 04 12/20 STATEMENT OF WORK STRUCTURAL SYSTEMS

01 11 05 08/14 STATEMENT OF WORK HVAC & PLUMBING

01 11 06 10/19 STATEMENT OF WORK FOR ELECTRICAL AND

COMMUNICATION SYSTEMS

01 11 07 08/14 STATEMENT OF WORK LIFE SAFETY/FIRE

PROTECTION

01 11 08 08/14 STATEMENT OF WORK FOR

SUSTAINABILITY/ENERGY EFFICIENCY

01 32 01.00 06 07/18 PROJECT SCHEDULE

01 33 00 08/18, CHG 4: 02/21 SUBMITTAL PROCEDURES

01 33 29.00 06 11/17 SUSTAINABILITY REPORTING

01 35 26.00 06 GOVERNMENT SAFETY REQUIREMENTS

01 42 00 08/10 APPLICABLE CRITERIA

01 45 00.15 10 11/16 RESIDENT MANAGEMENT SYSTEM CONTRACTOR

MODE (RMS CM)

01 45 04.10 06 CONTRACTOR QUALITY CONTROL

01 46 00.00 06 04/20 TOTAL BUILDING COMMISSIONING

01 50 00 11/20 TEMPORARY CONSTRUCTION FACILITIES AND

CONTROLS

01 57 19.00 06 04/20 TEMPORARY ENVIRONMENTAL CONTROLS AND

PERMITS

01 74 19 02/19 CONSTRUCTION WASTE MANAGEMENT AND

DISPOSAL

01 78 23 08/15 OPERATION AND MAINTENANCE DATA

PROJECT TABLE OF CONTENTS Page 1

AMENDMENT 0005

APPENDIX A

APPENDIX B

APPENDIX C

APPENDIX D

VOLUME 2:

DIAGRAMMATIC DRAWINGS

INTERIOR COLOR SCHEMES

FIRE PROTECTION

CONTROL POINT NAMING CONVENTIONS

SITE CHARACTERIZATION REPORT

SCOTT AFB REQUIREMENTS CCTV

SCOTT AFB NOISE MODELING OPERATION DATA

ENVIRONMENTAL ANALYSIS

SCOTT AFB CES GENERAL REQUIREMENTS

APPENDICIES

APPENDIX E

APPENDIX F

APPENDIX G

APPENDIX H

APPENDIX I

AMENDMENT OOO4*************************************************************

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-- End of Project Table of Contents --

AMENDMENT OOO5*************************************************************

W912QR23R0028-0005

h2edajjs Snapshot

SECTION 01 11 04

STATEMENT OF WORK STRUCTURAL SYSTEMS

12/20

Amendment 0005

AMENDMENT 0004***************************************************************

PART 1 GENERAL

1.1 General Requirements

The criteria indicated must be used for the design and construction of the building structure(s) and foundations. The structural systems provided must be compatible with the intended building functions and potential future reconfiguration of the interior function. Structural design must maximize the economy and uniformity of the structure and usage of space while providing a safe, code-compliant structure that is compatible and coordinated with the architectural and other building systems.

Requirements included in this RFP are minimum requirements. Innovative, creative, or cost-saving proposals which meet or exceed these requirements are encouraged and must be considered during the design charette and design submittal reviews.

The Construction Documents must include a fully designed and detailed structure. Components delegated to the Contractor for Design During Construction must be clearly indicated on the Construction Documents.

1.2 Description of Building Structure

The project will consist of the following structures:

The building will consist of a 1-story structure. The structural system must be compatible with the intended building functions. Systems and components must allow for flexibility in future reconfigurations of the interior space.

Provide expansion joints and expansion joint spacing as recommended in NAS Technical Report No. 65 in accordance with UFC 3-301-01.

1.3 Design Criteria

Structural loads and design, including deflection limitations, must be in accordance with the codes and other applicable criteria listed and referenced herein. Structural loads include all dead, live, snow, ice, wind, seismic, earth, vehicular and hydrodynamic forces as applicable.

Use design loads from the International Building Code IBC 2018 and ASCE 7- 16 as modified by UFC 3-301-01. Use live, wind, seismic, and snow load magnitudes from UFC 3-301-01 where provided.

The included load criteria are minimum requirements. Loads used for the final design must be developed by the Structural Designer of Record.

1.3.1 Dead Loads

Permanent construction not reasonably expected to be modified during life

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AMENDMENT 0005

CERTIFIED FINAL RFP

of structure. Include allowances for superimposed non-structural loads for systems such as MEP, ductwork, flooring, ceilings, etc. Include list of superimposed dead loads for each area on the Structural Drawings. Use weights published in common industry references, such as ASCE 7 and AISC, and weights provided in manufacturer's written publications to the maximum extent possible.

1.3.2 Live Loads

Uniformly distributed and minimum concentrated live loads must be in accordance with IBC 2018 and UFC 3-301-01. Use the live load table included in UFC 3-301-01.

1.3.3 Snow Loads

Snow loads must be in accordance with the IBC, ASCE 7, and UFC 3-301-01.

Use ground snow load values from UFC 3-301-01 where provided. As a minimum, the structure must be designed using Risk Category III.

Investigate the potential for snow drifts from higher roofs and around roof obstructions.

Ground snow load – minimum 20 psf. Drifting snow and rain-on-snow must be considered

Amendment 0005***************************************************************

1.3.4 Seismic Loads

Seismic design shall be in accordance with UFC 3-301-01 Structural Engineering. As a minimum, the structure must be designed using minimum IBC/ASCE 7-related seismic coefficients: Risk Category III Ss = 0.505 g and S1 = 0.175 g. The site classification must be determined by the Contractor's Geotechnical Report.

Historically this is a high seismic area (ner the new Madrid fault) and the soil can be very poor. Past projects have shown as site class "E".

Contractor shall assume Soil Site Class "E" for bidding purpose only.

Final Soil Site Class must be determined by the Contractor's Geotechnical Report after award.

***************************************************************Amendment 0005

1.3.5 Wind Loads

Wind loads must be in accordance with the IBC, ASCE 7, and UFC 3-301-01.

As a minimum, the structure(s) must be designed as Risk Category III, for a minimum wind speed of 114 mph, exposure C following the criteria in

IBC/ASCE 7.

1.3.6 Storm Shelter

Storm Shelter shall be in accordance with FC-4-740-14F, "Air Force Child Development Centers". Storm Shelter shall be designed and constructed in accordance with FEMA P-361 and ICC 500-2014. As a minimum, the storm shelter(s) must be designed for a minimum wind speed of 250 mph and Risk Category IV.

SECTION 01 11 04 Page 4

AMENDMENT 0005

1.3.7 Other Loads

Other loads not listed above must be included in the design, such as construction loads, lateral earth pressures, ice, moving loads, etc.

1.3.8 Serviceability

1.3.8.1 Drift

Limit building drift to prevent performance issues or damage to non-structural components, such as cladding, windows, and adjacent structures. Ensure building drift is compatible with the occupancy, use, and function of the building as well as the detail of construction in accordance with UFC 3-301-01.

Limit lateral drift to H/480 based on a wind speed with a 10 year MRI in accordance with UFC 3-301-01 unless more stringent drifts are required for design.

Detail wall systems and other non-structural elements to prevent damage.

1.3.8.2 Deflections

Limit horizontal and vertical deflections of structural members in accordance with the IBC 2018, UFC 3-301-01 Table 2-1 Lateral Deflection Limits for Framing Supporting Exterior Wall Finishes, or where more stringent deflection criteria is required for design.

1.3.8.2.1 Vibration Control

Floor Framing, regardless of the structural system used, must be designed to prevent excessive vibration due to foot traffic, equipment, or another use enducing vibrations. Conform to recommendations and procedures of Steel Joist Institute (SJI) Technical Digest No. 5 and American Institute of Steel Construction (AISC) Design Guide No. 11 where applicable. Submit floor vibration calculations.

1.3.9 Risk Category

Use Risk Categories as defined in UFC 3-301-01 and FC-4-740-14F.

As a minimum, the building shall be designed as Risk Category III and Storm Shelter as Risk Category IV.

1.3.10 Fire Ratings

Provide structural systems compatible with the required fire ratings.

1.3.11 Antiterrorism/Force Protection (AT/FP) 1.3.11.1

Use UFC 4-010-01 for AT/FP design. Force protection design shall be in accordance with UFC 4-010-01. The Building shall be designed at a minmum for 2 cases of loads:

Case 1:

Level OF Protection=Low Reflective Peak Pressure=1.3 psi Peak Impulse=14.5 psi-ms

Case 2:

SECTION 01 11 04 Page 5

AMENDMENT 0005

Level OF Protection=Low Reflective Peak Pressure=5.6 psi Peak Impulse=29.7 psi-ms

1.3.12 Corrosive and Humid Environments

Provide structural systems and details appropriate for the environmental corrosivity conditions of the project site and location in accordance with UFC 3-301-01 for the Environmental Severity Classification (ESC). For ESC C3 through C5, provide additional concrete cover in accordance with UFC 3-301-01.

1.4 Structural Systems

1.4.1 Building Foundations

The design shall ensure protection against general shear failure of the foundation or excessive total and/or differential foundation settlement.

At the minimum the foundation must be designed and constructed in accordance with the geotechnical report.

Foundations may consist of shallow or deep foundation elements, including but not limited to reinforced concrete spread and continuous strip footings, combined footings, piles, and/or piers, recommended by the Contractor's Final Geotechnical Report.

Recommendations in the Geotechnical Report must be addressed, including potential hazards such as soil liquifaction, expansive soils, weak zones or strata, differential bearing stiffnesses, etc.

Fill below grade concrete masonry units (CMU) and other below grade voids with concrete or grout to prevent water from collecting in open cavities.

Include the following note on the foundation drawings: “All open foundation excavations must be inspected and approved by the Contractor's Licensed Geotechnical Engineer prior to placement of concrete.”

The Contractor is responsible for performing additional geotechnical exploration and testing as necessary to support his design of the foundation system.

1.4.1.1 Contractor's Design Phase Geotechnical Report

A design-phase Geotechnical Report must be prepared by the Contractor's Licensed Geotechnical Engineer. Refer to SECTION 01 11 01 Statement of Work Civil SITE for additional requirements and information.

Spread footings, continuous strip (wall) footings, piles, drilled piers or other proven foundation systems shall be as recommended by the Contractor’s Final Geotechnical Report.

Reference the Contractor's Final Geotechnical Report and date on the Structural Drawings.

1.4.1.1.1 Structural Earthwork

Coordinate earthwork requirements, such as structural fill, for structures with the Contractor's Final Geotechnical Report.

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AMENDMENT 0005

1.4.1.1.2 Frost Penetration

Minimum cover for foundations for heated and unheated structures must be as required in the Contractor's Final Geotechnical Report. Guidance for frost lines is provided in UFC-301-01.

1.4.1.1.3 Minimum Footing Soil Cover

Ensure footings around the perimeter of buildings and footings supporting exterior elements have at least 12" of soil cover for landscaping.

1.4.1.1.4 Soil Improvement

Provide soil improvement in accordance with the Contractor's Final Geotechnical Report.

1.4.1.2 Ground Floor Slab Systems

The ground floor slab systems may be slab-on-ground or a structural slab as recommended by the Contractor's Final Geotechnical Report.

Slabs-on-ground must not be less than 4 inches thick in accordance with UFC 3-301-01. Design slabs-on-ground in accordance with ACI 360R.

Ground floor slab must be a reinforced concrete slab on grade on compacted mineral aggregate base with vapor barrier, unless other systems are determined to be required by the designer of record's interpretation of the contractor's design-phase geotechnical report. Vapor barrier location relative to the aggregate base must be determined by site conditions, construction sequence, and building function. Minimum concrete strength must be 4,000 psi at 28 days. Reinforcing must be #3 or larger deformed steel reinforcing bars. Fiber reinforcement shall not be used in lieu of welded wire mesh.

Since children spend a great deal of time on the floor, both temperature control and avoidance of drafts are very important. Maximize insulation of floors, including perimeter insulation of floor slabs, as required by project location.

Provide construction, contraction, and expansion joints in slabs-on-ground per ACI PRC-224.3 and ACI 360R in accordance with UFC 3-301-01. The aspect ratio of slab panels should be a maximum of 1.5 to 1; however, a ratio of 1 to 1 is preferred. L and T shaped panels must be avoided to prevent cracks at inside corners.

1.4.1.2.1 Capillary Water Barrier

A capillary water barrier is required for all interior slabs on grade, including garages, carports and storage rooms. As a minimum, the capillary water barrier must include at least 6 inches of crushed stone.

1.4.1.3 Settlement and Rebound

Use the maximum allowable settlement criteria of 1/2” differential settlement measured over 30’-0” and 1” total settlement, unless otherwise accepted by the Government or a more restrictive requirement is required for performance, for building design and detailing and soil correction.

SECTION 01 11 04 Page 7

AMENDMENT 0005

1.4.2 Vertical Structure

The primary exterior wall construction shall be of load bearing walls and shall comply with the current version of UFC 4-010-01 Minimum Antiterrorism Standards for Buildings. Wall construction type shall be coordinated with the UFC 4-010-01 as well as Scott AFB ATO in regards to the Level of Protection and charge weight. Anti-Terrorism/Force Protection considerations must be reviewed, coordinated and approved with the base and USACE COR.

The interior face of the exterior wall must be flush and must not result in column bump-outs which could create 90 degree outside corners at column locations. The interior face of the exterior wall must be flat, with no protrusions or bump-outs at columns. Refer to Draft FC 4-740-14F 3-3.2.5.4 for additional information.

Air Force Services encourages the use of load bearing walls to mitigate interior columns to the maximum extent possible. Interior columns, and associated finishing around interior columns, are discouraged for the purpose of outside corner prevention/reduction for child safety.

1.4.2.1 Vertical Framing Members

Vertical framing members may include steel or concrete columns, concrete piers or pilasters constructed of masonry or concrete. Column locations in all spaces must be coordinated so they do not interfere with space functionality. Air Force Services encourages the use of load bearing walls to mitigate interior columns to the maximum extent possible. Interior columns, and associated finishing around interior columns, are discouraged for the purpose of outside corner prevention/reduction for child safety.

Framing shall be fully detailed, including member sizes and locations, connections, weld types, bolt sizes and layout, connection and stiffener plates, fastener size and spacing, design loads and stresses, camber, special connections such as expansion, construction, control joints, and change in floor levels and other information as applicable.

1.4.2.1.1 Light Gage Steel Framing and Trusses

Cold formed metal roof trusses shall comply with UFC 3-301-01, Member specific design documentation and detailing shall be provided for each truss configuration proposed, including member properties, material strengths, connection details, etc.

1.4.2.2 Load Bearing Walls

Load bearing walls may include reinforced masonry, concrete or insulated concrete form (ICF) wall construction acting as primary vertical load carrying members and/or shear walls. Walls below grade must be grout filled reinforced masonry, reinforced concrete, or reinforced ICF.

Load-bearing walls must be considered to be part of the lateral force-resisting system in accordance with UFC 3-301-01, unless specific provisions are implemented to disconnect load-bearing walls from the lateral system.

Design load-bearing masonry as reinforced in accordance with UFC 3-301-01.

Do not use the emperical design method. Design shear walls with running bond construction. Do not use stack bond.

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AMENDMENT 0005

Horizontal wall reinforcement must be continuous around wall corners and through wall intersections, unless the intersecting walls are separated.

Reinforcement that is spliced in accordance with the applicable provisions of ACI 530 must be considered continuous.

Spacing and placement of control joints must be in accordance with NCMA TEK 10-2C or 10-3.

1.4.2.3 Non-Load Bearing Walls

Non-load bearing walls may be masonry or cold formed metal framing in accordance with the architectural requirements.

Ensure the top of non-load bearing walls are adequately braced by the floor, roof deck, or structure above. Allow adequate clearance between non-load bearing walls and the structure to prevent transfering structural loads into the non-load bearing walls. Provide horizontal clearance between non-load bearing walls and the structure to prevent transfering lateral loads into the non-load bearing walls. Use a minimum of 5 psf or the seismic load for non-load bearing walls for out of plane loads, unless a more stringent load is required for design.

Non-load bearing masonry may be designed as unreinforced if vertical and lateral forces are not imparted to the element in accordance with UFC 3-301-01.

Spacing, placement, and size of vertical brick expansion joints must be in accordance with BIA Technical Notes 18 and 18A.

1.4.3 Horizontal Framing Members

Horizontal framing members may consist of roof beams and girders, joists and trusses, and roof decks and diaphragms.

1.4.3.1 Roof Framing

Roof framing must be sloped as required to achieve drainage. Roof insulation must not be tapered for drainage except at crickets, curbs and other small areas.

1.4.3.2 Diaphragm Systems

Diaphragms, Collectors, Chords, Openings

1.4.3.2.1 Steel Decks

Provide steel roof deck 22 GA and thicker in accordance with UFC 3-301-01.

Design steel deck diaphragms per SDI DDM03 or the latest version in accordance with UFC 3-301-01.

Do not use steel deck diaphragm strengths from manufacturer catalogs for steel deck supported by cold-formed metal framing, unless the manufacturer catalog includes tables specific to steel deck supported by cold-formed metal framing. Do not use steel deck diaphragm strengths from SDI DDM03 for steel roof deck supported by cold-formed metal framing.

Where Factory Mutual (FM) certified roof assemblies are required, provide

SECTION 01 11 04 Page 9

AMENDMENT 0005

steel deck and its fasteners in accordance with the rated assembly. Limit deck spans to spans tested in accordance with FM requirements.

1.4.4 Connection Details

1.4.4.1 Structural Connections

Include complete connection details for structural members on the Structural Drawings. Connection details include all interconnections of structural members, including, but not limited to, foundations, walls, framing members, slabs, roof deck, etc. This category also includes all fastening requirements of such details, and any special detailing necessary for seismic, wind and/or Anti-Terrorism/Force Protection (AT/FP) resistance.

All connections except simple shear connections shall be detailed and shown on contract drawings. Fabrication of conventional structural steel shall be performed by an AISC certified fabricating shop.

1.4.4.2 Non-Structural Connections

Attachments for architectural, mechanical and electrical elements to the structural systems must be included in the Construction Documents or delegated to the Contractor. This includes any special detailing necessary for seismic, wind and/or AT/FP resistance for non-structural components.

1.4.5 Site Structures and Foundations

Design and detail site structures on Construction Documents. These structures may include but not be limited to screen walls, retaining walls, and building signs and their foundations.

1.5 Special Inspections

Provide Special Inspections in accordance with IBC 2018 and UFC 3-301-01.

Develop the Special Inspections Statement of Work and Schedule. Use the Special Inspections specification and exhibits found in the standard UFGS Specifications.

The Contractor must retain the Special Inspector in accordance with UFC 3-301-01.

In accordance with UFC 3-301-01, when the work requiring Special Inspections is completed and all nonconforming items have been resolved to the satisfaction of the Registered Design Professional in Responsible Charge, the Contractor must notify the SIOR to submit a Final Special Inspection Report to the AHJ, the Registered Design Professional in Responsible Charge, and the Contractor. The Final Special Inspection Report must attest that Special Inspection has been performed on all work requiring Special Inspection and that all nonconforming work and corrections of all discrepancies noted in the daily reports was resolved to the satisfaction of the Registered Design Professional in Responsible Charge. The Final Special Inspection Report must be signed, dated, and must bear the seal of the SIOR.

1.6 Structural Observations

Provide Structural Observations in accordance with UFC 3-301-01.

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AMENDMENT 0005

1.7 Delegated Design

The Structural Designer of Record may delegate responsibility for the design of systems or components to a qualified delegated designer in accordance with UFC 3-301-01, but the delegated design submittals must be submitted to the AE Engineer of Record for review and approval and then submitted to the Government in accordance with ER 1110-1-12 Appendix G.

The AE Engineer of Record is fully responsible for the design of delegated structural elements and systems. Transferring design responsibility from the AE Engineer of Record to a delegated designer is prohibited. Design Responsbility is defined as the final and total responsibility for assuring the correctness of design, specifically the adequacy and safety of the structure or system (including the element Design Liability) per ER 1110-1-12. Design Liability is defined as the legal and financial accountability for the adequacy and safety of a design which rests with the EOR per ER 1110-1-12.

Critical Connections, defined as connections subjected to moment, axial, and shear loads or combinations therof per ER 1110-345-53, must not be delegated to the contractor to design, including connections for lateral force resisting systems. The Structural Steel fabricator may select simple shear connections from the AISC Manual of Steel Construction, but the Structural Designer of Record must review and approve the design. The AE Engineer of Record must be held fully accountable for the design of the structural steel connections.

Delegated Engineers must sign and seal the work they design in accordance with UFC 3-301-01.

1.8 Special Structural System Requirements

1.8.1 Structural Steel

1.8.1.1 AISC Certification

Use AISC Certified fabricators and erectors.

1.8.1.2 Structural Steel Connections

Critical Connections must be fully designed and detailed on the Construction Documents in accordance with ER 1110-345-53. Critical Connections, defined as connections subjected to moment, axial, and shear loads or combinations thereof per ER 1110-345-53, must not be delegated to the Contractor during construction. Connections not designed by the AE Designer of Record must be submitted during the Design Phase and reviewed by the AE Designer of Record.

Compressible-washer-type direct tension indicators or twist-off-type tension-control bolts conforming to RCSC, Specification for Structural Joints Using High-Strength Bolts must be provided at all bolted connections at a minimum.

1.8.2 Post-Installed Adhesive Anchors

Provide testing requirements for post-installed adhesive anchors per ACI

318. Provide proof load and test locations for post-installed adhesive anchors for field-testing per UFC-301-01.

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AMENDMENT 0005

1.8.3 Radon Mitigation Slab Support

Ensure radon mitigation pits under slabs on grade are reinforced.

1.8.4 Mechanical Equipment Support

Design structure for actual weights and other loads of mechanical equipment. Include equipment weights on the drawings. Wind and seismic bracing of equipment must be shown on the drawings or specifically delegated to the Contractor. If delegated, all design criteria required for complete design must be included on the drawings.

Provide slabs on grade or other foundations for exterior ground mounted equipment.

1.8.5 Fall Protection

When there is a hazard of falling from heights, fall prevention and protection measures must be considered at a building or facility to protect personnel during occupancy and maintenance phases, or whenever there is a need or requirement to perform work at high locations, on equipment, near unprotected sides or edges, holes or openings, delivering material to or store equipment at heights in accordance with UFC 3-301-01.

Fall protection measures must be inaccordance with 29 CFR 1910, Subpart D, ANSI A1264.1, and ANSI Z359.6.

1.8.6 Thermal Breaks

Minimize the number and area of uninsulated structural components penetrating the insulated envelope of the structure that provide thermal conduits into conditioned spaces. Properly detail structure to minimize penetrations to the maximum extent possible and in accordance with applicable codes. Coordinate requirements with Architect and Mechanical Designers of Record.

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AMENDMENT 0005

SAFB Child Development Center Scott Air Force Base, IL

REQUEST FOR PROPOSAL

APPENDIX I – SCOTT AFB CES GENERAL REQUIREMENTS

AMENDMENT 0005*********************************************************************

Scott AFB General Requirements (23 JUL 2018) Page 1 of 34

SECTION 01010

GENERAL REQUIREMENTS

(Revised 23 JUL 2018)

GENERAL REQUIREMENTS SPECIFIED IN THIS SECTION REPRESENT A BASELINE

STANDARD. THEY ARE OPERATIVE FOR PROJECTS PERFORMED FOR SCOTT AIR

FORCE BASE TO THE EXTENT APPLICABLE AND NOT IN CONFLICT WITH OTHER,

MORE STRINGENT PROJECT-SPECIFIC REQUIREMENTS, WHICH WOULD BE

GOVERNING.

I. GENERAL

A. Description of Work: The contractor shall furnish all labor, equipment, tools, materials, supervision, and other items and services necessary to accomplish what the Statement of Work (SOW) and/or contract issued pursuant to it, calls for to be performed and provided (the work). All work done shall conform to: the terms of the contract/task order; applicable government laws, regulations (both federal & state of authorities having jurisdiction) and all applicable codes including, building, renovation, energy, electrical, mechanical, landscape, IDOT, ANSI, FAA etc. individually referenced or not; Air Force Instructions, UFC, manufacturers’ instructions; and generally-accepted standards in relevant design professions and building trades.

B. Complete Project: Documents the government provides to the contractor describing a project’s design intent and the work are meant to convey what the government expects and requires from the work and to define a complete project. The contractor is responsible to resolve any uncertainty before committing to do the work. Thereafter, any omission of express reference to specific services or materials reasonably inferred to fall within the project scope, or that are commonly understood within the applicable design profession or building trade as necessary to properly complete a project, will not relieve the contractor of the responsibility to perform or provide such at no additional cost to the government.

C. Types of Work and Delivery Contracts: As used herein, the types of work are: design of a project (Design); construction of a project designed by others (Construction); or design and construction of a project under the same contract or task order (Design/Build).

D. Location: Facilities to be constructed or altered are located at Scott Air Force Base, Illinois.

The base is located approximately 20 miles East of St. Louis, Missouri, just South of Interstate Highway 64.

E. Standard Workday/Week: Work shall be accomplished during the standard 8-hour day, 5-day week, Monday through Friday, between the hours of 7:30 a.m. and 4:30 p.m. local time, excluding federal legal holidays and non-work days resulting from holidays occurring on weekends.

If desiring to work other than within a normal workday, the contractor shall submit a written request at least three (3) work days prior to the proposed performance of work to the

Scott AFB General Requirements (23 JUL 2018) Page 2 of 34

Contracting Officer (CO) and coordinate with the Civil Engineer Squadron (CES) Project Manager (PM) stating the proposed performance of work, day/days, time/amount of work, and reason why permission should be granted to perform work during non-standard hours.

Scott Air Force Base observes the following federal legal holidays on the day shown or the Friday before if it falls on a Saturday or the Monday after if it falls on a Sunday:

New Year’s Day 1 January Martin Luther King Day Third Monday in January President’s Day Third Monday in February Memorial Day Last Monday in May Independence Day 4 July Labor Day First Monday in September Columbus Day Second Monday in October Veteran’s Day 11 November Thanksgiving Day Fourth Thursday in November Christmas Day 25 December

F. Base & Safety Regulations: The contractor shall comply with all applicable Air Force regulations and directives pertaining to security, safety, occupational health, fire prevention, and environmental hazards, traffic, and personnel clearances while on base.

G. Security: For entry to the base, submit an entry authorization request letter for each individual requiring access to the project at least 10 calendar days prior to beginning work.

The contractor shall email the Contracting Squadron (CONS) requests for all base passes. A valid Federal/State Government issued photo identification and base pass will be required for all individuals when entering the base. All base passes issued must be returned to the CO upon termination of the employee or completion of the project, whichever is sooner. The contractors must comply with the latest version of the Real ID Act.

For Fight Line Access: Check-in and check-out with the Base Operations Dispatcher daily.

During check-in, advise the dispatcher of intended work areas and type of work scheduled, and receive a flight line pass. Follow all flight line procedures. (FOD check, etc.)

1. While on any runway, taxiway, or aircraft parking apron, immediately remove any dirt, debris, or other material spilled or caused by the contractor’s operations.

2. During check-out, brief the dispatcher on completed work and status of any airfield facilities affected by the work.

3. Airfield communication: Maintain communication with base operations and the air traffic control tower at all times.

H. Safety Briefing: The contractor shall brief employees and all subcontractors on safety, occupational health, and fire prevention regulations, emphasizing the requirement to obtain a welding permit, when welding, cutting and brazing operations are required, and obtain authorization from the base fire chief when open burning is intended. The contractor shall maintain documentation showing that all subcontractors have been briefed as required.

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I. Anti-Terrorism/Force Protection Standards: All constructed work shall conform with UFC 4-010-01, DoD Minimum AT Standards for Buildings issued under the authority of DoD Instruction Number 2000.16, DoD Antiterrorism Standards which requires DoD components to adopt and adhere to common criteria and minimum construction standards to mitigate antiterrorism vulnerabilities and terrorist threats.

II. SUBMITTAL REQUIREMENTS

A. Schedule of Material Submittals: The contractor is responsible for developing and submitting a material submittal schedule using the government-provided format (e.g. AF form 66), to the CO for approval. The contractor shall identify all planned submittals and dates, and shall submit the schedule to the CO within 14 calendar days after contract award or within another agreed-to date as directed by the CO.

B. Submittals: The contractor shall submit all items; whether as a one-time submittal or periodic reports; as required by the solicitation documents, specifications and submittal register to the CO for approval.

Material submittals shall comply with Unified Facilities Criteria (UFC) http://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc, the Scott Air Force Base - Architectural Compatibility Plan (January 2000), http://www.wbdg.org/ffc/af-afcec/design-guides-standards/scott-air-force-base-architectural-compatibility-plan, the Air Mobility Command (AMC) Landscape Design Guide (September 1994) http://www.wbdg.org/ffc/af-afcec/design-guides-standards/landscape-design , the Air Mobility Command (AMC) Interior Design Guide (April 1999) http://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc, the Historic Preservation Treatment Recommendations for The Scott Air Force Base (January 2013), (Attachment B), all other design guides applicable to this project, and comply with all contract and solicitation documents.

The CO may request additional submittals when deemed necessary to adequately describe the intended work.

Each submittal shall include an original AF form 3000, Material Approval Submittal, and three (3) copies of supporting documentation. When available, the government may request electronic copies of submittals via email, in lieu of hard copies. The availability and practicality of submitting electronically versus hardcopy should be discussed and agreed to during the initial pre-construction conference after award. In general, submittals shall be provided a minimum of 14 calendar days in advance of scheduled purchase to allow sufficient time for government review. Additionally, unless stated otherwise, submissions of test results and other submittals of that nature shall be made within 14 calendar days, after the work or test is performed.

Each submittal shall be complete and in sufficient detail for ready determination of compliance with the contract requirements. Submittals shall include, but not limited to, items such as contractor or manufacturers shop drawings, descriptive literature, catalog cuts, diagrams, operation charts or curves, certifications, samples, test reports, test cylinders, W912QR23R0028-0005 http://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc http://www.wbdg.org/ffc/af-afcec/design-guides-standards/scott-air-force-base-architectural-compatibility-plan http://www.wbdg.org/ffc/af-afcec/design-guides-standards/scott-air-force-base-architectural-compatibility-plan http://www.wbdg.org/ffc/af-afcec/design-guides-standards/landscape-design http://www.wbdg.org/ffc/af-afcec/design-guides-standards/landscape-design http://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc

Scott AFB General Requirements (23 JUL 2018) Page 4 of 34 operating manuals, installation procedures and recommendations, templates, and other descriptive material. Catalog cuts and other descriptive data which may have more than one model or type shall be clearly marked to show the model, type, size, and all optional accessory equipment the contractor proposes to install. Submittals on component items forming a system or interrelated items shall be submitted at one time as a single submittal in order to demonstrate that the items have been properly coordinated and will function as a unit. Submittal items which are disapproved shall be promptly corrected and resubmitted within 10 calendar days by the contractor. No material shall be installed until the submittal is approved by the CO. Approved submittals shall be available at the job site for inspection by the PM and the inspector at all times. Material samples shall be submitted for all color selections, patterns and other aesthetic attributes of finish materials. Finish material for interior application and exterior application, shall each be submitted at one time.

C. Substitution of Materials & Equipment: If the contractor proposes to use materials, equipment or accessories other than those specified, the contractor shall supply the following data for justification: scaled plans and elevation drawings identifying all applicable pipe locations, electrical connections, penetrations, equipment data and dimensions, and all other supporting equipment/materials associated with the proposed substitute; all required catalog cut sheets and/or descriptive data and a written justification for the proposed substituted item.

The CO reserves the right to accept or reject any or all of what is proposed to be changed based on the design intent conveyed in the drawings and specifications, and the completeness and clarity of the request submittal.

For reasons of compatibility, and experience with certain critical existing equipment, systems, components, materials etc., the government will not entertain requests to substitute others for those identified as “base standard” in project drawings or specifications, e.g., the base standard lock cylinder core is by Stanley-Best Access Systems and, unless otherwise noted, no submittal providing for a similar core by another manufacturer will be approved.

It shall be understood and agreed that any substitution of materials and/or equipment, if approved, will be made by the contractor at no additional cost to the government in consequence of it, regardless of any changes in connections, spacing, electrical service, or appurtenances the substitution may require.

D. As-Built Drawings & Specifications: The contractor shall submit plans and elevations drawings drawn to ¼” equals 1’ scale if the contractor purposes a piece of equipment and/or accessories on other than that specified. During the course of construction, the contractor shall keep an accurate record of differences in as-built drawings from the original designed or specified, by means of editing computer-aided design (CAD) files of contract drawings and word-processing files of specifications, saving them as separate files without overwriting the originals. When available, the government may provide record drawings of applicable facilities for use by the contractor to aid in developing as-built drawings. Drawings shall be editable in AutoCAD 2017 or compatible and specifications in Microsoft Word 2013 or compatible. The contractor is responsible for providing any computer hardware and software required to prepare as-built drawings and specifications.

Scott AFB General Requirements (23 JUL 2018) Page 5 of 34

All variations from the contract drawings and specifications, including those made in consequence of the selection of optional or alternate materials, shall be clearly indicated.

They shall be shown in the same general detail utilized in the original versions. The as-built drawings and specifications shall be kept current during construction and readily available for review by the PM and construction inspector at all times hard copy. The final as-built drawings shall be furnished to the CO not later than 14 calendar days after the final inspection date.

As part of the as-built drawings submittal, a separate set of drawings shall be marked showing areas containing existing/remaining asbestos-containing materials and lead-based paint and methods of encapsulation, as applicable.

E. GeoBase Requirements: All geospatial deliverables shall be submitted no later than 30 calendar days after project completion date. All geospatial data shall conform to the following requirements:

1. The contractor shall use conventional surveying and other methods, such as total station or Global Positioning Systems (GPS) for field data collection at an accuracy level of +/- 2cm. All survey data collected shall be provided to the government in a digital format with an attached survey report identifying survey method, equipment list, calibration documentation, survey layout, description of control points, control diagrams, and field survey data. The contractor shall identify the horizontal and vertical order, classification, ID number, elevation, coordinate location and any other necessary attributes for all surveyed features. All geospatial data shall overlay on the installation’s most current orthorectified imagery provided by Scott AFB. Spatial data shall be established and submitted in the Illinois West State Plane Coordinate System, NAD83, Feet. The contractor shall prepare and submit an ESRI, ArcGIS 10.0 format geodatabase. The contractor shall utilize ESRI ArcGIS 10.0 topology rule to ensure the following:

a) No erroneous overshoots, undershoots, dangles or intersections in the line work.

b) Lines should all be continuous, (i.e., do not create dashed lines with many small line segments).

c) Point features should be digitized as points, not graticules, cells, symbols or icons.

d) No sliver polygons.

e) All polygons completely close and have a single unique centroid

f) Digital representation of the common boundaries for all graphic features must be coincident, regardless of feature layer.

2. Submittal data shall be in compliance with the Spatial Data Standards for Facilities, Infrastructure and Environment (SDSFIE). Entity naming conventions, attribute fields, and domain names will be collected in the format defined by the CADD/GIS Technology Center’s Spatial Data Standards release 2.4 (or current version available). This standards document can be found at: https://www.sdsfieonline.org/Home/Index .

3. Feature Attributes: The contractor shall identify the classification, type, location, ID number, and any other necessary attributes, specified by the government, for all surveyed, mapped, designed, or proposed features. Metadata should be submitted in ESRI ArcGIS https://www.sdsfieonline.org/Home/Index

Scott AFB General Requirements (23 JUL 2018) Page 6 of 34

10.x format using the Federal Geographic Data Committee (FGDC) Content Standards for Digital Geospatial Metadata (CSDGM). The contractor shall complete all metadata elements marked mandatory and mandatory-if-applicable as defined by the FGDC CSDGM for each layer collected. This standard document can be found at:

http://www.fgdc.gov/metadata/csdgm

F. Environmental Control: The contractor shall segregate hazardous or regulated materials, and non-hazardous or non-regulated materials during demolition; and handle, transport, store, and dispose of these hazardous and non-hazardous materials in accordance with applicable federal, state, and local laws, ordinances, or other rulings having the effect of law, including but not limited to the items listed below. In addition, the contractor shall obtain proper disposal manifests for both hazardous and regulated materials, and for non-hazardous or non-regulated materials, and submit these manifests to the CO. These manifests shall be included as a submittal on the AF Form 66, Schedule of Material Submittals. Submit original manifest with original signature of authorized representative from the SAFB Environmental Management Office at Scott AFB 375 CES/CEIEC, to the CO within 30 calendar days of disposal. The original hazardous waste manifests will be provided to SAFB Environmental Management Office, for tracking and reporting purposes. All handling, transporting, and disposal costs shall be considered as having been included as a factor in the contractor’s bid price. Any questions regarding proper handling or disposal of hazardous or non-hazardous materials may be directed through the CO to the SAFB Environmental Management Office, at (618) 256-2092. Reference the following documents when submitting manifests:

Resource Conservation and Recovery Act (42 USC 6901) Clean Water Act (33 USC 1251) Toxic Substances Control Act (15 USC 260) National Environmental Policy Act (42 USC 4321-4347) Hazard Communication (OSHA 29 CFR 1910.1200) Clean Air Act (42 USC 7401-7642)

1. All disposal manifests must be signed by Scott AFB 375 CES/CEIEC trained personnel appointed by the wing commander. See Hazardous Waste Manifest Delegation appointment letter obtained from Scott AFB 375 CES/CEIEC for all appointed Environmental representatives. If possible, please provide a courtesy 1-2 working day notice prior to needing a manifest signed to ensure personnel from the SAFB Environmental Management Office are available at that specified time.

2. Scott AFB has a unique EPA ID Number that must be on all manifests for future tracking purposes; this is something that will be verified by the SAFB Environmental Management Office, along with other line items, before signing the manifest.

3. Additionally, this information is used in annual reporting that can and will be audited by the EPA. If manifests are not signed by an environmental representative and our office has no record of disposal, then this becomes a legal risk for which the Contractor shall accept full responsibility.

http://www.fgdc.gov/metadata/csdgm

Scott AFB General Requirements (23 JUL 2018) Page 7 of 34

4. Asbestos Abatement/Lead-based Paint: It is the contractor’s responsibility to complete notification applications. The SAFB Environmental Management Office will review, sign, and submit completed forms to Illinois Environmental…