W912QR20R0040Specs-0004.pdf

CIVIL/OPS/ENVIRONMENTAL BR

ATTN: GLENN W MOON

600 DR M L KING JR PL RM 821

LOUISVILLE KY 40202-2236

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

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 W912QR20R0040

X 9B. DATED (SEE ITEM 11)

31-Mar-2020

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 X is extended, 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

13-Aug-2020

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 964860

FACILITY CODECODE

EMAIL:TEL:

W912QR20R0040Specs-0004

W912QR20R0040

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:

SUMMARY OF CHANGES AMEND 0004

Summary of Changes

A. The following Specification Sections have been replaced in their entirety:

00 10 00 01 02 00.00 48

B. The following Drawings have been replaced in their entirety:

Sheet A-1010, Key notes deleted.

Sheet A-1009, Note added.

Sheet A-1008, Note clarified.

Sheet G-001, Border Updated Sheet G-100, Border Updated, P0104 Building Labeled

C. Offerors must acknowledge all amendments.

D. DFARS Clause 252.236-7006, Cost Limitation is incorporated

E. The due date and time for responses is extended to 17 August 2020 at 10:00 AM Eastern Time.

F. All other information remains the same.

W912QR20R0040

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 14-Aug-2020 10:00 AM to 17-Aug-2020 10:00 AM.

SECTION 00 70 00 - CONDITIONS OF THE CONTRACT

The following have been added by reference:

252.236-7006 Cost Limitation JAN 1997

(End of Summary of Changes)

FULL FACILITY REVITALIZATION – CONROE RESERVE CENTER

DESIGN BUILD REQUEST FOR PROPOSAL

Section 00 10 00 – Price Breakout Schedule

PRICE BREAKOUT SCHEDULE

PROJECT: Full Facility Restoration

LOCATION: Conroe, TX

PROPOSER’S NAME: ____________________________________________________

BASE PROPOSAL

ITEM

NO. DESCRIPTION UNIT

0001 Primary Facilities – USAR Center Renovation JOB $________________ 0002 Primary Facilities – AC Maint Hgr Renovation JOB $________________ 0003 Primary Facilities – USAR Veh Maint Renovation JOB $________________ 0004 Primary Facilities – GSE Bldg Renovation JOB $________________ 0005 Primary Facilities – Unheated Storage Renovation JOB $________________ 0006 Project Base Design Fees JOB $________________ 0007 HazMat Remediation JOB $________________

Base Subtotal $________________

OPTIONS

0008 Primary Facilities – Add. Bay for Veh Maint JOB $________________ 0009 Primary Facilities – Dsn Add. Bay Veh Maint JOB $________________ 0010 Project Sitework – Including permits & fees JOB $________________ 0011 CFCI OMAR Collateral Equipment JOB $________________ 0012 CFCI Bona Fide Need Items JOB $________________

Options Subtotal $________________

TOTAL BASE PLUS OPTIONS PROPOSAL - ALL $________________

NOTES FOR PROPOSAL SCHEDULE

1. To better facilitate the receipt and proposal process, all modifications to proposals are to be submitted on copies of the latest proposal schedules as published in the solicitation or the latest amendment thereto. In lieu of indicating additions/deductions to proposal items, all proposers should state their revised prices for each item. The company name should be indicated on the face of the proposal schedule to preclude being misplaced.

2. Proposers must insert a price on all numbered items of the Proposal Schedule. The price may be zero dollars or a deduct amount. Failure to do so may disqualify the proposal.

3. CONDITIONS GOVERNING EVALUATION OF PROPOSALS AND AWARD OF

CONTRACT.

One contract only will be awarded on this project and evaluation will be made on the Total Base and All Options Proposal amount in accordance with the paragraph entitled "Evaluation of Options" in the Instructions to Offerors.

The Government may require the delivery of the numbered line items, identified in the schedule as option items, in the quantity and at the price stated in the schedule.

4. Description of Proposal Items - The general outline of the principal features of each item as listed below does not in any way limit the responsibility of the proposer for making a thorough investigation of the drawings and the specifications to determine the scope of work including each item of the proposal form. Further descriptions of the Options may be found in the Statement of Work.

5. Due to statutory limitations, the cumulative total of line items 0008, 0009, and 0010 cannot exceed $1.75M. The Government may not award a contract to a proposal exceeding this amount for these line items. See clause 252.236-7006, Cost Limitation.

Description of Base Proposal Items

Item No. 0001 “Primary Facilities – USAR Center Renovation” includes construction and demolition work required to renovate within a line five feet outside of USAR Center portion of building P0100.

Item No. 0002 “Primary Facilities – AC Maint Hgr Renovation” includes construction and demolition work required to renovate within a line five feet outside of the AC Maintenance Hangar portion of building P0100.

Item No. 0003 “Primary Facilities – USAR Veh Maint Renovation” includes construction and demolition work required to renovate within a line five feet outside of building P0101.

Item No. 0004 “Primary Facilities – GSE Bldg Renovation” includes construction and demolition work required renovate within a line five feet outside of the building P0103.

Item No. 0005 “Primary Facilities – Unheated Storage Renovation” includes construction and demolition work required to renovate within a line five feet outside of the building P0102.

Item No. 0006 “Project Base Design Fees” includes the fees for the Offerors’ design professionals to complete design and construction documents for all renovations.

Item No. 0007 “HazMat Remediation includes demolition work required for the abatement of hazardous materials.

Description of Option Proposal Items

Item No. 0008 “Primary Facilities – Add. Bay for Veh Maint” includes construction work required to build an additional maintenance bay for building P0101.

** This Option may be exercised within 240 calendar days from Notice to Proceed.

Item No. 0009 “Primary Facilities – Dsn Add. Bay Veh Maint” includes the fees for the Offerors’ design professionals to complete design and construction documents.

** This Option may be exercised within 240 calendar days from Notice to Proceed.

Item No. 0010 “Project Sitework – Incl permits & fees” includes demolition and construction work required beyond a line five feet outside the building.

** This Option may be exercised within 240 calendar days from Notice to Proceed.

Amendment 004***************************************************************************************** (Text Replaced) Item No. 0011 “CFCI Collateral Equipment” includes work required to furnish and install Heavy Duty Shelving in renovated storage areas.

** This Option may be exercised within 240 calendar days from Notice to Proceed.

(Text Replaced) Item No. 0012 “CFCI Bona Fide Need Items” includes work required to furnish and install twenty (20) new Fire Extinguishers for code compliance or replacement of existing.

** This Option may be exercised within 600 calendar days from Notice to Proceed.

****************************************************************************************Amendment 0004

*** End of Section ***

Certified Final Specifications Amendment 0004 for the Conroe Army Reserve Center Conroe, TX

August 2020

P2 No. 473927 BMcD Project No. 118597

473927 Army Reserve Center FFR Conroe, TX

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PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

AMENDMENT 0004

01 02 00.00 48 Part 1 01 02 00.00 48 Part 2 01 02 00.00 48 Part 3 01 02 00.00 48 Part 4 01 02 00.00 48 Part 5 01 02 00.00 48 Part 6 01 02 00.00 48 Part 7 01 02 00.00 48 Part 8 01 02 00.00 48 Part 9 01 02 00.00 48 Part 10 01 02 00.00 48 Part 11

Part 12 Part 13 Part 14 Part 15

01 02 00.00 48 01 02 00.00 48 01 02 00.00 48 01 02 00.00 48

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PROJECT TABLE OF CONTENTS Page 2

AMENDMENT 0004

Conroe, Texas

Part 1 - 1 of 14

PART 1

DESIGN OBJECTIVES, AND FUNCTIONAL AND AREA REQUIREMENTS

1.1 SCOPE OF WORK. The objective of this solicitation is to obtain a facility in which the Using Units are able to effectively implement their Army Reserve support and training missions. These activities require sufficient space with up-to-date furnishings and equipment to support the Units’ full-time and Army Reserve personnel. The Army Reserve Center at Conroe consists of Four separate buildings:

• Training Building with an attached Aviation Support Facility (P0100)

• Organization Maintenance Shop (OMS) (P0101)

• Ground Support Equipment Shop (GSE) (P0103)

• Unheated Storage Building (UHS) (P0102)

• Bid option work to construct bay addition to OMS Building (P0101)

1.1.1 Requirements stated in this RFP are minimums; design and construction shall meet or exceed the requirements. The design and technical criteria contained and cited in this RFP establish minimum standards for design and construction quality.

Innovative, creative, and life cycle cost effective solutions which meet or exceed these requirements are encouraged.

Amendment 0003*******************************************************************************

1.1.2 This project shall consist of the design and full facility renovation (FFR) of an Aviation Support Facility complete with required utilities, storm drainage, communications, electric, HVAC, fire protection/alarm systems, IDS, EMCS, force protection measures, and exterior lighting (Text Deleted) on Government-owned land at Conroe, Texas. Bid option work will add a maintenance bay with similar utilities to the

OMS.

*******************************************************************************Amendment 0003

1.1.3 This project will bring the Army Reserve Center (ARC) into compliance with ABA and life safety code. Key features will include installation of a personnel elevator and renovation of fire suppression systems.

Amendment 0003*******************************************************************************

1.1.4 Contractor shall provide notional furniture and equipment layouts as described in the Design Guide for US Army Reserve (UFC 4-171-05) (text deleted) to be purchased and installed by the Government.

*******************************************************************************Amendment 0003

1.1.5 Options may be included in the RFP options described at 1.9 below.

1.1.6 All waste produced by the contractor shall be tracked cradle to grave and shall be taken off site and disposed of by the contractor in accordance with federal, state and local requirements. Please see Part 3: Specs for additional details.

Part 1 - 2 of 14

Amendment 0003*******************************************************************************

1.1.7 The facility users will vacate the facility for the duration of construction.

(Text Added) *******************************************************************************Amendment 0003

1.2 DESIGN OBJECTIVES.

1.2.1 Applicable Criteria. Applicable design and construction criteria references are listed in this Statement of Work and in the Outline Technical Specifications. Criteria shall be taken from the most current references as of the date of issue of the RFP, unless noted otherwise. Referenced codes and standards are minimum acceptable criteria.

Amendment 0003*******************************************************************************

1.2.1.1 This RFP and its referenced documents define the necessary criteria to plan, design, and renovate the Army Reserve Center. Functional space requirements, including general lighting, communications, power, tempered air requirements, and finishes, are contained in the Design Guide for US Army Reserve (UFC 4-171-05), which also provides general criteria and guidance for the design of Army Reserve facilities.

(Text Deleted) *******************************************************************************Amendment 0003

1.2.1.2 Where manufacturer or vendor names are called out, the intention is generally to provide guidance on desired quality and features for the system or material.

Unless the manufacturer or vendor is identified as “sole-source,” or with similar language, the Contractor may provide the equivalent or better system or material of another vendor or manufacturer.

1.2.1.3 The project shall be designed and constructed using English (inch-pound) units of measurement.

1.2.1.4 This project will conform with all UFCs to include latest UFC 3-600-01 Fire Protection Engineering for Facilities and UFC 4-211-01 Aircraft Maintenance Hangars.

1.2.2 Primary Consideration. The primary consideration of this solicitation is to obtain a fully renovated Army Reserve Center within funds available, and to maximize design quality. Offerors are encouraged to review the RFP to familiarize themselves with all RFP requirements.

1.2.3 Design Quality. Design quality is achieved through the optimization of interior planning, integration of the buildings with the site, sustainability, selection of building materials and systems for low-cost maintenance and operation, and an overall balance of esthetics and functionality.

1.2.4 Design Freedom. Requirements stated in this RFP are minimums.

Innovative, creative, or cost-saving proposals, which meet or exceed these requirements are encouraged, and will be considered more favorably.

Part 1 - 3 of 14

1.2.4.1 The project conceptual design was developed by the Army Reserve, the Corps of Engineers, and an A/E design team; this conceptual design is accepted by the Government.

1.2.4.2 The conceptual design Drawings, this Statement of Work, and the Outline Technical Specifications, along with the other information and requirements in this RFP, serve as requirements for Contractor building design and construction completion, along with other code, regulatory and professional practice requirements. The extent of development of these RFP documents in no way relieves the successful offeror from responsibility for completing the design, construction documentation, and renovation of the facility in conformance with Applicable Criteria and codes.

1.2.4.3 The conceptual design illustrates desired general arrangements, orientation, and adjacencies it is not intended to dictate the final layout and image for the project.

The Contractor’s designers shall develop and refine the renovation design and construction documents. Such development shall be consistent with the criteria and acceptable to the Government.

1.2.4.3.1 Design renovation of buildings to conform to the existing appearance of the facility.

1.2.4.4 The Contractor shall accommodate minor site and building plan changes by the Government in the early stages of the design process, as a normal part of the design development process. The Contractor may adjust spaces, within the overall and specific functional area guidelines, as required to accommodate structural layout, and as necessary to provide adequate space for mechanical, electrical and communication spaces. The mechanical and electrical spaces must provide adequate space to safely and efficiently accommodate equipment operation and maintenance. The spatial relationships and adjacencies in the RFP drawings, however, must be maintained, unless the Contractor recommends changes to the Government, and the Government accepts such changes.

1.2.4.5 The Contractor shall retain the exterior image and esthetics of the building as part of the design development process and renovation. The Contractor shall utilize materials, detailing, fenestration, lighting and ornamentation to develop a high-quality exterior image for the facility.

1.2.4.6 The Contractor’s architect or interior designer shall select the final palette of colors and materials for building interior and exterior to produce a pleasing appearance, coordinated throughout.

1.2.5 Installation Design Guidance.

1.2.5.1 Design of this project shall incorporate the design guidance and criteria contained in UFC 4-171-05 Army Reserve Facilities.

1.2.6 Energy and Resources Conserving Features. Public Laws 102-486 and 109-58, Executive Order 13423, and Federal Regulations 10 CFR 435, require federal buildings to be designed and constructed to reduce energy consumption in a life-cycle, cost-effective manner using renewable energy sources when economical. Products

Part 1 - 4 of 14 designed to conserve energy and resources by controlling the amounts of consumed energy or by operating at increased efficiencies should be considered. Minimum requirements for this project are listed in this Statement of Work.

1.2.6.1 Energy conservation techniques shall be considered as they relate to site design, site engineering, building design, and building engineering. Techniques which conserve energy, improve functionality, and can be justified by life cycle cost analysis as cost-effective are encouraged. Integration of energy conservation systems with the building design (lighting, structure, mechanical systems, and esthetics) is essential to facilitate functionality and maximum energy savings. If an alternative energy generation method is proposed for use as the project's primary energy source, documentation shall be submitted to the Contracting Officer, verifying the system’s reliability, life-cycle cost effectiveness, and ability to meet the project’s peak demand.

1.2.7 Sustainable Design. See Parts 12 and 14 of this Section and Section 01 33

29.10 06.

1.2.8 Antiterrorism and Force Protection Considerations. Project design, construction, and renovation shall comply with the Department of Defense Minimum Antiterrorism (AT) Standards for Buildings, UFC 4-010-01, supplemental Army Reserve Implementing Guidance, and other AT criteria listed in Part 2 of this Statement of Work.

The conceptual site and building designs have been developed in general accordance with AT requirements. Contractor shall continue to coordinate AT design with the Government throughout design and construction.

1.2.8.1 The Training Center is an Inhabited Building.

1.2.8.2 The Organizational Maintenance Shops are Low Occupancy Buildings.

1.2.8.3 The Unheated Storage is a Low Occupancy Building.

1.3 CONTRACTOR RESPONSIBILITY.

1.3.1 The Contractor shall provide all labor, materials, equipment, supplies, permits, fees, and consultant services to design and construct this Army Reserve Center complex. The complex shall be a complete and usable facility, meeting the requirements of this RFP. The Contractor shall develop a complete site, building and interior design package.

1.3.2 Throughout the RFP, references are made to MCAR and OMAR funds. For clarification, this refers to the funding source – either Construction funds or Operations and Maintenance funds – for the Project. The funding source has no bearing on the Scope of the Work.

Amendment 0003*******************************************************************************

(Text and table deleted)

*******************************************************************************Amendment 0003

Part 1 - 5 of 14

1.4 SURVEY AND GEOTECHNICAL INFORMATION.

1.4.1 A survey was performed by a licensed surveyor and is provided in the final solicitation. The Contractor shall, at its own expense, obtain any additional information required to provide a complete and useable design. Do not contact the surveyor during the preparation of proposals for the solicitation.

1.4.2 The Contractor shall perform its own geotechnical investigation to establish soil characteristics for site earthwork, foundation, paving and cathodic protection design and construction.

1.5 RFP DRAWINGS. The conceptual drawings are included as a part of this RFP to provide information and criteria for the Contractor’s completion of the design.

1.6 SPECIFICATIONS.

1.6.1 The Outline Technical Specifications are provided primarily in outline format.

They shall be utilized as design and submittal criteria, and minimum standards for the corresponding construction work, and shall be met or exceeded unless Contractor obtains specific Government approval for proposed reductions. These outline specifications shall not be considered complete and suitable for final construction specifications. Contractor’s designers shall expand the outline specifications to provide comprehensive, three-part, CSI-format Specifications and shall edit the Specifications to indicate actual products to be used in the construction. Final specifications shall include as a minimum, a description of the technical requirements, criteria for determining whether the criteria are met, and quality control requirements and procedures. The standards referenced in the outline specifications establish minimum requirements for the final construction specifications.

1.6.2 All Outline Technical Specification sections provided in this RFP may not be applicable for this project, and designers shall provide additional Specification Sections or items if necessitated by their final design or RFP requirements.

1.6.3 Some Outline Technical Specification Sections are more detailed and extensive than the majority; these represent the Government’s required specification approach to this project. Contractor’s designers must still take complete responsibility for the design and specification of the project, and shall satisfy themselves that these Sections are complete and suitable for the final design. Most of the outline specification sections are adapted from typical Government Unified Facility Guides Specifications (UFGS) and reflect Army Reserve-approved approaches and products. The outline specification requirements shall be used as the basis for selection of construction materials, products, and systems. Contractor’s final specifications shall be developed from UFGS.

1.6.4 In case of conflicts between the project-specific requirements in Section 01 02 00.00 48 or 01 03 00.00 48, and the requirements in the Outline Technical Specifications, Section 01 02 00.00 48 or 01 03 00.00 48 governs. This is true for all Outline Technical Specification Sections, including the more extensive and detailed Sections.

Part 1 - 6 of 14

1.7 SITE. The site is described on the RFP drawings included as part of this solicitation, and consists of approximately 13 acres. It is located near the Montgomery County Airport in Conroe, TX. Site work is not included in this project.

1.7.1 Special Utilities and Supplementary Construction. TBD.

1.7.2 Demolition Considerations and Requirements. Demolition considerations and requirements shall meet local and state standards as well as any specific installation or Army Reserve requirements.

1.7.3 Environmental Considerations and Mitigation Requirements. Should any suspected hazardous materials be encountered during site investigations or construction, the Contractor shall immediately stop work in the affected area, notify the Contracting Officer, and await Contracting Officer’s direction before proceeding with additional work in the area.

1.7.3.1 The site has been identified as being in an area where average indoor radon concentration is not likely to exceed 2 picoCuries per liter. The Contractor shall incorporate passive barrier and capillary water barrier provisions. Design and construction of these barriers shall comply with the requirements of UFC 3-490-04A, Design: Indoor Radon Prevention and Mitigation. The _U.S. Army Reserve Center_ is a priority _3_ facility under the guidelines of the UFC.]

1.7.3.2 Mold Prevention. Buildings must be designed and constructed to maintain space humidity at reasonable levels.

1.7.3.3 Other environmental or hazardous materials issues that impact the project.

1.7.3.1 Handling of Lighting Ballasts and Lamps containing PCBs and Mercury. Most of the light bulbs in the existing buildings were converted to LED, but the ballasts were not. Therefore all fixtures will be replaced and disposed of properly.

1.7.3.2 Removal and Disposal of Polychlorinated Biphenyls. It is anticipated that some existing transformers contain PCBs and will need to be replaced and disposed of properly.

1.7.3.3 Text Deleted.

1.7.3.4 Text Deleted.

1.7.3.5 Text Deleted.

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1.7.3.6 Mold remediation may be required in various areas of the facility.

1.7.3.7 NEPA: Please note that there were two drainage ditches (which are found on the National Wetland Inventory Map) located at the discharge of the lined detention

Part 1 - 7 of 14 basin and adjacent to the water tower to the west. If impacts are to occur to these areas State and Federal 404 permits will be required.

1.7.3.8 NEPA: Additionally, if grater then one acre of soil disturbance is to occur at the site a NEPA assessment will be required.

1.7.4 Site Development Constraints. No Site development constraints are in place due to the perimeter of the site already being set with existing security fencing. All work within this project is within the existing security fencing.

1.7.5 Contractor’s Use of the Site. Except for utility service provider access, required coordination with local agencies, and observation and oversight by the Government, the Contractor shall have complete use of the site within final limits of construction to be recommended by the Contractor and approved by the Government.

1.7.5.1 Security and Identification Requirements. TBD.

1.7.6 Verification of Conditions. The Contractor shall field verify existing conditions prior to beginning work. The Contractor and the designers of record shall be responsible for investigating all differing site conditions, discrepancies, and field related issues that are encountered during the design and construction process. The designers of record shall be responsible for providing guidance to the Contractor for the resolution of all such issues. The Contractor shall provide notice to the Government of any such issues prior to proceeding and with sufficient time to avoid cost or schedule impacts.

1.7.7 Verification of Utilities. The Contractor and the designers of record shall be responsible for verifying the condition, location, and capacity for all utilities necessary for the project. The Contractor and designers of record shall further verify that all utilities will meet the requirements of this project.

1.7.8 Regulatory Compliance. The Contractor shall assure that the site development complies with all applicable local, State and Federal regulations. A list of known regulations is located in Part 2 of this Statement of Work. Timely acquisition of the necessary design and construction related permits shall be the responsibility of the Contractor. The Contractor, upon notice to proceed, shall immediately begin working on the permits so as not to delay completion of the project. The Contractor shall prepare permits, associated drawings, public notices, and other related documentation as necessary to successfully meet permit approval status. The Contractor shall pay for associated permit fees.

1.8 FUNCTIONAL AND AREA REQUIREMENTS.

1.8.1 The existing building gross areas are as indicated below.

1.8.1.1 Existing two-story Reserve Center including aircraft hangars (P0100).

The building gross area is 48,046 GSF (ARC) and 45,698 GSF (Aircraft Hangars).

• First floor administration area is approximately 27,133 GSF

• Second floor administration area is approximately 17,314 GSF

• First floor hangar center area is approximately 6,108 GSF

• First floor hangar north side area is approximately 5,835 GSF

Part 1 - 8 of 14

• Second floor hangar center area is approximately 6,144 GSF

• North hangar area is approximately 15,275 GSF

• South hangar area is approximately 15,204 GSF

1.8.1.2 Existing one-story OMS building (P0101)

The building gross area is 6,407 GSF per 1391 dated 1 Nov 19 Bid option bay addition is 2,933 GSF New building gross area with bid option bay addition is 9,340 GSF (6,407+2,933=9,340)

1.8.1.3 Existing one-story Unheated Storage building (P0102)

The building gross area is 5.060 GSF

1.8.1.4 Existing one-story Vehicle Maintenance Shop building (P0103) The building gross area is 1,225 GSF

1.8.2 Individual spaces shall meet the functional and environmental requirements based on UFC 4-171-05 paragraph listed in the Room by Room Supplemental Requirements table below as well as any applicable code requirements and additional requirements noted in this Section.

1.8.2.1 The areas shown in the “Target Area” column of the table typically allow minor variation. It is acceptable for the actual clear area of any space to vary from the values in the table by plus or minus 5%, except as noted below or in the Room by Room Supplemental Requirements. If space sizes are varied, functionality and furniture requirements shall be maintained. Building gross minimum areas described in Paragraph 1.8.1 remain applicable.

1.8.2.1.1 The Kitchen spaces, when included, are a standard Government design. The space layout, sizes, and equipment shall be maintained.

1.8.2.1.2 Areas and dimensions for these spaces may not vary: maintenance bays, weapons simulator rooms, and distant learning center/classroom.

1.8.2.1.3 Areas for these spaces may not be decreased: arms vault, EF, TER, TR and SIPRNET Café. The minimum square footage for TER and Standard TR is 8’x10’. The minimum square footage for EF and Small TR is 6’x8’. .

1.8.2.1.4 Minimum width of offices shall be 9’-6” to accommodate furniture.

1.8.2.1.5 The area of the Assembly Hall shall not be increased, and the ratio of its width to length shall be approximately 1 to 1.6, unless otherwise accepted by the Government.

1.8.2.1.6 Spaces with caging, such as Unit Storage, Tools and Parts and others, shall have the number and size of cages shown on the RFP drawings or noted in the Room by Room Supplemental requirements as a minimum. Aisle widths shall be as shown on RFP drawings; aisle widths in Unit Storage and other large storage areas shall be 7’-0” minimum in width to accommodate movement of materials on pallet jacks.

Part 1 - 9 of 14

1.8.3 Project requirements not covered by UFC 4-171-05 for individual areas or rooms are described in the “Additional Requirements” column in the following table and elsewhere in this RFP. The room designation (room name) may differ from whist are shown below. The contractor is required to verify room designations for each room.

Room by Room Supplemental Requirements Rm# Room Name Design

Guide Reference

Target Area

Additional requirements

101 LOBBY DG 4-2.9 480 SF 2 recessed trophy cases Building directory

2 enclosed bulletin boards Minuteman plaque

Memorialization display

101A CORRIDOR DG 4-2.45

102 ENTRY VESTIBULE DG 4-2.10

103 RETENTION DG 4-2.4 250 SF

104 STORAGE

105 ASF SUPERVISOR DG 4-2.1 120 SF

106 ASF OPER. OFFICER DG 4-2.2 120 SF

107 ASF REPORT DG 4-2.3 60 SF

108 ASF AVIATION SAFETY

OFFICER

DG 4-2.2 120 SF

109 INSTRUC. PILOT DG 4-2.2 120 SF

110 COMPUTER & FILES DG 4-2.2 120 SF

111 DISPATCH DG 4-2.2 120 SF

112 FLIGHT OPS DG 4-2.2 120 SF

113 ELEC DG 4-2.44

114 PRINT / STOR DG 4-2.7

115 INSTRUC. PILOT DG 4-2.2 120 SF

116 INSTRUC. PILOT DG 4-2.2 120 SF

117 CORRIDOR DG 4-2.45

118 STORAGE

119 WOMEN DG 4-2.3

120 JAN CLO. DG 4-2.2

121 MEN DG 4-2.3

122 VESTIBULE

123A CONF ROOM DG 4-2.3

123B COMMON ADMIN. DG 4-2.3 60 SF

124 MESSAGE CTN. DG 4-2.7

125 STORAGE

126 CORRIDOR DG 4-2.45

126 MENS HC TOILET DG 4-2.3

127 WOMENS H.C. TOILET DG 4-2.3

128A STORAGE

129 CORRIDOR DG 4-2.45

130 FLIGHT OPERATIONS DG 4-2.2 120 SF

131 CORRIDOR DG 4-2.45

132 ALSE WORKROOM DG 4-2.3 60 SF

Part 1 - 10 of 14

133 ALSE LOCKERS DG 4-2.40

134 ASSEMBLY HALL DG 4-2.10

135 CORRIDOR DG 4-2.45

136 TABLE / CHAIR

STORAGE

DG 4-2.11

136A MECH

137 FOOD STORAGE DG 4-2.12

138 KITCHEN DG 4-2.12 846 SF

139 SCULLERY DG 4-2.12

140 ARMAMENT DG 4-2.13

141 COMSEC / ARMS

VAULT

DG 4-2.13

142 ARMORER DG 4-2.14 100 SF

143 CORRIDOR DG 4-2.45

143A MECH.

144 ASF SUPPLY DG 4-2.2 120 SF

145 ASF SUPPLY DG 4-2.2 120 SF

146 ASF SUPPLY DG 4-2.2 120 SF

147 UNIT PARTS STORAGE DG 4-2.21

148 UNIT INDIVIDUAL

STORAGE

DG 4-2.21

149 STAGING

150 UNIT TOOL STORAGE DG 4-2.21

151 CORRIDOR DG 4-2.45

152 STAIR NO. 1 DG 4-2.46

153 ASF PARTS / TOOLS DG 4-2.21

154 ASF PARTS OFFICE DG 4-2.2 120 SF

156 ASF SUPPLY DG 4-2.21

157 MEN DG 4-2.3

158 WOMEN DG 4-2.3

159 VEST

160 VEST

161 MECHANICAL DG 4-2.43

161A MECHANICAL DG 4-2.43

162 JAN CLO DG 4-2.2

163 CORRIDOR DG 4-2.45

164 STORAGE & BREAK

SPACE

DG 4-2.42

165 ASF QC. DG 4-2.2 120 SF

166 ASF QC. DG 4-2.2 120 SF

167 ASF QC. DG 4-2.2 120 SF

168 ASF QC. DG 4-2.2 120 SF

169 UNIT QC. DG 4-2.2 120 SF

170 UNIT QC. DG 4-2.2 120 SF

171 UNIT QC. DG 4-2.2 120 SF

172 UNIT QC. DG 4-2.2 120 SF

173 STAIR NO. 4 DG 4-2.46

174 ASF SHOP OFFICE DG 4-2.2 120 SF

175 ASF SHOP OFFICE DG 4-2.2 120 SF

176 ASF SHOP OFFICE DG 4-2.2 120 SF

177 ASF SHOP OFFICE DG 4-2.3 60 SF

179 MACHINE / SHT. MTL

Part 1 - 11 of 14

SHOP

181 PROP & ROTOR

182 SOUTH HANGAR

182 UNIT STORAGE DG 4-2.21

182A ELECTRICAL DG 4-2.44

182A CORRIDOR DG 4-2.45

182B AIRLOCK

183 STORAGE / LOCKER

ROOM

DG 4-2.40

184 AVIONICS

186 FITNESS / GYM

187 SHOP BREAK ROOM DG 4-2.42

187A VESTIBULE

188 AFFF EQUIPMENT DG 4-2.43

189 TOOL ROOM DG 4-2.21

190 TOOL ROOM DG 4-2.21

191 ENG. SHOP STORAGE DG 4-2.21

193 TOOL ROOM DG 4-2.21

193A ELECTRICAL DG 4-2.44

194 NORTH HANGAR

194A ELECTRICAL DG 4-2.44 360 SF

200 CORRIDOR DG 4-2.45

201 DET 1ST SGT DG 4-2.2 120 SF

202 7/6 MNT SGT CDR DG 4-2.2 120 SF

203 7/6 MNT DET CDR DG 4-2.2 120 SF

204 7/6 A CO. CO. CDR DG 4-2.2 120 SF

205 7/6 B CO. CO. CDR DG 4-2.2 120 SF

206 7/6 C CO. CO. CDR DG 4-2.2 120 SF

207 7/6 MNT MCOIC DG 4-2.2 120 SF

208 7/6 MNT FLIGHTS DG 4-2.2 120 SF

209 STAIR NO. 1 DG 4-2.46

210 7/6 HHI WEAPONS

SUPPORT

DG 4-2.2 120 SF

211 AMMO SECT MGT DG 4-2.2 120 SF

212 7/6 HHI DG 4-2.2 120 SF

213 C CO. PLATOON

LEADER

DG 4-2.2 120 SF

214 C CO. 1ST SGT DG 4-2.2 120 SF

215 B CO. 1ST SGT DG 4-2.2 120 SF

216 A CO. 1ST SGT DG 4-2.2 120 SF

217 BN SGT MAJOR DG 4-2.2 120 SF

218 7/6 HHI S-1 DG 4-2.2 120 SF

219 7/6 HHI S-2 DG 4-2.2 120 SF

220 7/6 HHI S-3 DG 4-2.2 120 SF

221 7/6 HHI S-4 DG 4-2.2 120 SF

222 7/6 MED. TRAIN DG 4-2.2 120 SF

222A STORAGE

223 273 MED. TRAIN DG 4-2.2 120 SF

223A STORAGE

224 MECH EQUIP

MEZZANINE

DG 4-2.43

225 273 1ST SGT DG 4-2.2 120 SF

Part 1 - 12 of 14

226 273 CO. CDR DG 4-2.2 120 SF

227 273 CLERK & OPER

OFFICER

DG 4-2.3

228 273 UNIT ADMIN. DG 4-2.2 120 SF

229 273 SUPPLY DG 4-2.2 120 SF

230 7/6 MNT S-4 SECTION DG 4-2.2 120 SF

230A JAN CLO DG 4-2.2

231 7/6 MNT S-1 PAC DG 4-2.2 120 SF

232 7/6 MNT S-4 SECTION DG 4-2.2 120 SF

233 7/6 MNT OPERATIONS DG 4-2.2 120 SF

234 7/6 MNT ASST S-3 DG 4-2.2 120 SF

235 7/6 MNT ASST S-4 DG 4-2.2 120 SF

236 CORRIDOR DG 4-2.45

237 UNIT COMMON DG 4-2.3 60 SF

238 7/6 / XD DG 4-2.2 120 SF

239 STAGING MEZZ

240 DELTA COMPANY

OFFICE

DG 4-2.2 120 SF

241 DELTA COMPANY

COMMANDER OFFICE

DG 4-2.2 120 SF

242 PRINT & STOR DG 4-2.7

243 TELECOM DG 4-2.8 80 SF

244 ASF INST. PILOT DG 4-2.2 120 SF

245 INSTRUCTOR

CLASSROOM

DG 4-2.15 400 SF

246 ASF INST. PILOT DG 4-2.2 120 SF

247 DRAFTING ROOM DG 4-2.35 250 SF

248 ASF INST. PILOT DG 4-2.2 120 SF

249 CORRIDOR DG 4-2.45

250 ASF INSTRUC. PILOTS DG 4-2.2 120 SF

251 ASF INST. PILOT DG 4-2.2 120 SF

252 ASF LOCKHEED

CONTRACTOR

DG 4-2.2 120 SF

253 ASF TEST PILOT DG 4-2.2 120 SF

254 ASF TEST PILOT DG 4-2.2 120 SF

255 ASF SUPER. TEST

PILOT

DG 4-2.2 120 SF

256 ELEC DG 4-2.44

257 CORRIDOR DG 4-2.45

258 MEN'S SHOWER DG 4-2.3

259 MEN DG 4-2.3

260 WOMEN DG 4-2.3

261 WOMEN'S SHOWER DG 4-2.3

262 CLASSROOM NO. 1 DG 4-2.15 400 SF

264 A / V & STORAGE DG 4-2.15

265 CLASSROOM NO. 2 DG 4-2.15 400 SF

266 CLASSROOM NO. 3 DG 4-2.15 400 SF

267 COMSEC TRAIN &

STOR

DG 4-2.20

268 7/6 MNT SUPPLY DG 4-2.2 120 SF

269 7/6 HHT SUPPLY DG 4-2.2 120 SF

270 7/6 HHT SUPPLY DG 4-2.2 120 SF

Part 1 - 13 of 14

271 CLERICAL DG 4-2.7

272 7/6 HHT SUPPLY DG 4-2.2 120 SF

273 7/6 MNT SUPPLY DG 4-2.2 120 SF

274 A CO. SUPPLY DG 4-2.2 120 SF

275 B CO. SUPPLY DG 4-2.2 120 SF

276 C CO. SUPPLY DG 4-2.2 120 SF

277 ELEC DG 4-2.44

278 CORRIDOR DG 4-2.45

279 CORRIDOR DG 4-2.45

280 STAIR 5 DG 4-2.46

A82C AIRLOCK

OMS building

301 OMS OFFICE DG 4-3.2

302 TR

FLAMMABLE

STORAGE DG 4-3.8

304 MECH DG 4-3.11

305 LATRINE DG 4-3.3

306 JANITOR DG 4-3.13

307 WELDING SHOP DG 4-3.6

308 CORRIDOR

PART / TOOLS

STORAGE DG 4-3.4

310 WORK BAYS DG 4-3.10

311 ELEC DG 4-3.11

312 OPEN PORCH

301 OMS OFFICE DG 4-3.2

302 BATTERY DG 4-3.7

BID OPTION

BAY ADDITION

1.9 OPTIONS AND BETTERMENTS.

1.9.1 Options. The Government has identified one Bid Option Item that they wish included in the project if available funds allow. Bid Option is Bay Addition to the OMS Building.

1.9.2 Betterments. Betterments are features, materials or systems that exceed the requirements of this RFP. The Contractor is encouraged to provide betterments to the design, while staying within the Project cost limitations. Such betterments may be Contractor suggested, or respond to Government desires listed below. The offeror shall provide sufficient information on proposed betterments for the Government to determine quality and quantity.

Part 1 - 14 of 14

1.10 USER BACKGROUND INFORMATION.

1.10.1 This facility serves as a Reserve Center for Aviation Support Facility (ASF) Conroe. The primary tenant of the Reserve Center is 1/158th Avn Bn (UH-60). The facility also supports a recruiting office and support units. The facility consists of two large aircraft hangars and an adjoining administrative building. There is also an Organizational Maintenance Shop, a ground support equipment shop, and an unheated storage building within the facility. The total personnel supported is approximately 600.

1.10.1.1 The mission of ASF Conroe is to conduct flight operations, aircraft maintenance, and readiness training for UH-60 Blackhawk helicopters.

1.10.2 This renovation will bring the facility up to standard design code and improve unit readiness and mobilization as well as increasing the proficiency of service members.

Approximately 600 reservists will work and train in this facility.

1.10.3 There will be approximately 170 people working in the building on a full-time basis Monday through Friday, and the largest drill weekend will have approximately 380 reservists using the facility. It is anticipated that the facility will be used three weekends per month for reserve training activities.

Part 2 - 1 of 9

PART 2

APPLICABLE CRITERIA AND COORDINATION WITH LOCAL AUTHORITIES

2.1 APPLICABLE CRITERIA. Applicable design and construction criteria references are listed in this Statement of Work and in the Specifications of this RFP.

Criteria shall be taken from the most current references as of the date of issue of the RFP, unless otherwise noted. However, following contract award, Contractor shall bring any criteria updates to the attention of the Contracting Officer. Referenced codes and standards are minimum acceptable criteria. Administrative, contractual, and procedural features of the contract shall be as described in other sections of the RFP. Sources for criteria documents are listed below.

2.1.1 In order for a facility to be occupied by Department of Defense personnel, the design and construction must meet specific requirements. The Government’s primary guidance on fire protection is UFC 3-600-01, Design – Fire Protection Engineering for Facilities. Design and construction of Army Reserve real property improvements shall comply with UFC 3-600-01, and shall comply with the specific applicable requirements of IBC, NFPA 101, and other commercial codes and standards that are referenced in UFC 3-600-01. The Contractor shall complete a Fire Protection/Life Safety Code Submittal for the project to demonstrate compliance.

2.1.2 Design and construction of Army Reserve real property improvements shall also comply with the requirements of this document and with the current edition of the industry and Federal Government standards listed in this RFP. Where UFC 3-600-01 or any other Federal Government standard refers to other Federal Government standards not listed in this RFP, the standards not listed in this RFP do not apply

2.1.3 Some State and local code and regulatory agencies may not have jurisdiction over Federal Government construction on Federal property. However, the Army Reserve wishes to comply with State and local codes and regulations, and the Contractor remains responsible for such compliance. Therefore, design and construction of Army Reserve real property improvements shall also comply with all current and applicable State and local codes, and with all other applicable laws and regulations governing development, design and construction at the site. If certain of such requirements appear particularly onerous, or hamper required functionality of the project, the Contractor may recommend the Government waive the requirement or implement a lesser requirement. The Government’s acceptance of such recommendations is not assured.

2.1.4 Where any of the applicable requirements conflict, the most stringent shall govern. In no case shall building code, fire protection and life safety requirements be reduced below those required in UFC 3-600-01 and this RFP.

2.1.5 The requirements of the International Mechanical Code (IMC) shall apply except as follows. Where conflicts exist between the IMC and the requirements of this document, this document shall govern. Where the IMC references the ICC Electrical Code, the NEC National Electrical Code shall be the applicable code. Where the IMC

Part 2 - 2 of 9 Amendment 0004 references the International Fuel Gas Code, the NFPA 54 National Fuel Gas Code shall be the applicable code. Where the IMC references the International Fire Code, the National Fire Codes published by the National Fire Protection Association (NFPA) shall be the applicable code. Where the IMC references the International Energy Conservation Code, the ASHRAE Standard 90.1 Energy Standard for Buildings – Except Low Rise Residential Buildings shall be the applicable reference. The requirements of ASHRAE Standard 62.1 Ventilation for Acceptable Indoor Air Quality shall be used in lieu of the ventilation requirement contained in the IMC.

2.1.6 The primary criteria and guidance for detailed design of Army Reserve Training Centers is UFC 4-171-05, Army Reserve Facilities (Design Guide or DG). The Contractor shall follow the guidance of the DG in developing the project design, unless this RFP directs otherwise. For the purposes of this RFP, when the word “should” is used in the DG, it indicates a mandatory requirement for this project. When the DG references Government criteria documents not referenced in this RFP, those criteria do not apply to this project.

Amendment 0003*******************************************************************************

2.1.7 Accessibility – Design of new construction must comply with ADA-ABA Accessibility Standard for Department of Defense Facilities and UFAS, whichever is most stringent. Buildings shall be considered to be “commercial facilities” under ADA-

ABA.

*******************************************************************************Amendment 0003

2.1.8 Design and construction shall comply with applicable Federal laws and regulations, such as EPA Clean Water and Clean Air Act and OSHA requirements.

2.2 LOCAL AND STATE CODES OR STANDARDS. The following

specifications, codes, standards, bulletins and handbooks form a part of this RFP.

2.2.1 National.

IBC – International Building Code IPC – International Plumbing Code IMC – International Mechanical Code

2.3 MILITARY CRITERIA. The following publications form a part of this document.

AR 190-11 Physical Security of Weapons, Ammunition and Explosives (for design and construction of arms vaults only)

AR 380-5 Department of the Army Information Security Program -

Chapter 7, Section III

CR-200010 Joint Service Oil/Water Separator Guidance Document

Part 2 - 3 of 9 Amendment 0004

MIL HDBK 1013/1A Military Handbook: Design Guide for Physical Security of Facilities - for protection of openings into secure areas such as SIPRNET Café, COMSEC, and Army Global Command and Control System

(AGCCS).

I3A Technical Guide for Installation Information

Infrastructure Architecture (I3A), for outside plant design criteria

TI 800-01 Design Criteria (for computation of building areas)

UFC 1-200-01 DoD Building Code, including all Core UFC

UFC 3-400-02 Design: Engineering Weather Data UFC 3-401-01 Mechanical Engineering, with Change 1 UFC 3-410-01 Heating, Ventilating, and Air Conditioning Systems, with Change 6 UFC 3-410-02 Direct Digital Control for HVAC and Other Building

Control Systems, with Change 1 UFC 3-420-01 Plumbing Systems, with Change 11 UFC 3-420-02FA Compressed Air, with Change 1 UFC 3-490-04A Design: Indoor Radon Prevention and Mitigation UFC 3-530-01 Interior and Exterior Lighting Systems and Controls, with Change 4 UFC 3-580-01 Telecommunications Interior Infrastructure Planning and Design, with Change 1 UFC 3-600-01 Design: Fire Protection Engineering for Facilities UFC 4-171-05 Design Guide for US Army Reserve Facilities UFC 4-211.01 Aircraft Maintenance Hangars

No number ARNEC with Change 3 – U.S. Army Reserve Network

Enterprise Center Infrastructure Technical Criteria

No number USAR Design Process and Submittal Requirements

No number Memo “Implementing Guidance for Army Reserve

Facilities in conformance with the UFC 4-010-01”

No number ADA-ABA Accessibility Standard for Department of

Defense Facilities

2.4 OTHER APPLICABLE CRITERIA. Applicable design and construction criteria references are listed below. This list is not intended to include all criteria that may apply or to restrict design and construction to only those references listed.

Air Conditioning and Refrigeration Institute (ARI)

ARI 310/380 Packaged Terminal Air-Conditioners and Heat Pumps ARI 440 Room Fan-Coil and Unit Ventilator

Part 2 - 4 of 9 Amendment 0004

ARI 445 Room Air-Induction Units ARI 880 Air Terminals

Air Movement and Control Association (AMCA) AMCA 210 Laboratory Methods of Testing Fans for Rating

American Architectural Manufacturers Association (AAMA) AAMA 605 Voluntary Specification Performance Requirements and Test

Procedures for High Performance Organic Coatings on Aluminum Extrusions and Panels

AAMA 607.1 Voluntary Guide Specifications and Inspection Methods for Clear Anodic Finishes for Architectural Aluminum

AAMA 1503 Voluntary Test Method for Thermal Transmittance and Condensation Resistance of Windows, Doors, and Glazed Wall Sections

American Association of State Highway and Transportation Officials

(AASHTO)

Roadside Design Guide Standard Specifications for Transportation Materials and Methods of

Sampling and Testing Standard Specifications for Structural Supports for Highway Signs, Luminaries and Traffic Signals A Policy of Geometric Design of Highways and Streets Guide for Design of Pavement Structures, Volumes 1 and 2

American Bearing Manufacturers Association (AFBMA) AFBMA Std. 9 Load Ratings and Fatigue Life for Ball Bearings AFBMA Std. 11 Load Ratings and Fatigue Life for Roller Bearings

American Boiler Manufacturers Association (ABMA) ABMA ISEI Industry Standards and Engineering Information

American Concrete Institute ACI 315, Details and Detailing of Concrete Reinforcement ACI 318, Building Code Requirements for Structural Concrete

American Concrete Pipe Association Design Manual Installation Manual

American Institute of Steel Construction (AISC) AISC 303, Code of Standard Practice for Steel Buildings and Bridges AISC 341, Seismic Provisions for Structural Steel Buildings AISC 360, Specification for Structural Steel Buildings Steel Design Guide 11, Floor Vibrations due to Human Activity

American Iron and Steel Institute (AISI) AISI S100,…