Specifications_W912EE22R0001_AM_0004.pdf

W912EE-22-R-0001

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 33 16.00 10

DESIGN DATA (DESIGN AFTER AWARD)

PART 1 GENERAL

1.1 SUMMARY

1.2 REFERENCES

1.3 DEFINITIONS

1.3.1 Designer of Record (DOR)

1.3.2 Government Furnished Material (GFM)

1.3.3 Acronyms Used in this Section

1.4 ORDER OF PRECEDENCE

1.5 SUBMITTALS

1.6 DESIGN QUALITY CONTROL PLAN (DQCP)

1.7 QUANTITIES AND MEDIA FOR DESIGN SUBMITTALS

1.7.1 Electronic Design Submittal

1.7.1.1 Malicious Content

1.7.1.2 Storage Media

1.7.2 PDF File Packaging

1.7.3 Hardcopy Design Submittal

1.8 DEPARTMENT OF VETERAN AFFAIRS DESIGN MANUALS

PART 2 PRODUCTS

2.1 CADD REQUIREMENTS

2.2 DESIGN DOCUMENTATION

2.3 DESIGN DRAWINGS

2.3.1 Electronic Drawing Files

2.3.2 Drawing Organization

2.3.3 Seal on Documents

2.4 SPECIFICATIONS

2.4.1 Specifications Format

2.4.2 Identification of Manufacturer's Product Data Used as

Specifications.

2.4.3 Specifications Packaging

2.4.4 Specification Deliverable

2.5 DESIGN CRITERIA

2.5.1 Civil- Roadways, Pavements and Traffic

2.5.2 Civil- Site Drainage and Storm Drainage Design

2.5.3 Civil- Relocations

2.5.3.1 Utility References

2.5.3.2 Trench Excavation, Pipe Bedding and Backfill

2.5.3.3 Hydraulic Design Criteria

2.5.3.4 Pipes and Testing

2.5.3.5 Earthwork Fill, Excavation and Disposal

2.5.4 Architectural

2.5.4.1 REFERENCES

2.5.4.2 DESIGN AND SPECIFICATIONS

2.5.4.3 SCOPE

SECTION 01 33 16.00 10 Page 1 Revised By Amendment 0004

2.5.4.4 PARTITIONS

2.5.4.5 EXTERIOR DOORS AND WINDOWS

2.5.4.6 PAINTING

2.5.4.7 FIRE EXTINGUISHERS

2.5.4.8 EXTERIOR WALL FIXTURES

2.5.4.9 BARRIER CABLE SYSTEM

2.5.4.10 SIGNAGE

2.5.4.11 SAFETY SIGNS

2.5.4.12 VANDAL RESISTANT FEATURES

2.5.4.13 BACKLIT AND INTERNALLY LIGHTED SIGNS

2.5.4.14 ACCESORY FIXTURES

2.5.4.15 PRE-ENGINEERED CANOPIES

2.5.4.16 ELEVATORS

2.5.4.17 SUICIDE RISK MITIGATION SCREENING

2.5.5 Structural

2.5.5.1 General

2.5.5.2 Quality Assurance

2.5.5.3 GENERAL DESIGN CRITERIA

2.5.5.4 DESIGN LOADS

2.5.5.5 DEAD LOADS

2.5.5.6 MINIMUM LIVE LOADS

2.5.5.7 WIND LOADS

2.5.5.8 SEISMIC LOADS

2.5.5.9 GROUND SNOW LOAD

2.5.5.10 STRUCTURAL DESIGN REQUIREMENTS

2.5.5.11 MATERIALS

2.5.5.12 REFERNCES

2.5.6 Mechanical

2.5.6.1 General

2.5.6.2 Design Codes Standards, and Manuals

2.5.6.3 Data Gathering

2.5.6.4 Design Requirements pertaining to all Mechanical Systems

2.5.6.5 Summary of Mechanical Scope

2.5.7 Electrical

2.5.7.1 General

2.5.7.2 Design Codes, Standards, and Manuals

2.5.7.3 Data Gathering

2.5.7.4 Design Requirements pertaining to all Electrical Systems

2.5.7.5 Summary of Electrical Scope

2.5.7.6 Electrical Power Distribution System (Site)

2.5.7.7 Electrical Power Distribution System New Parking Garage

2.5.7.8 Grounding System

2.5.7.9 Lightning Protection System

2.5.7.10 Lighting and Lighting Control Systems

2.5.7.11 Emergency and Exit Lighting

2.5.7.12 Fire Alarm System

2.5.7.13 Emergency Communications System

2.5.7.14 Parking Management and Vehicular Access Control

2.5.7.15 Video Surveillance System

2.5.7.16 Voice and Data Communication System

2.5.8 Fire Protection and Life Safety

2.5.8.1 General

2.5.8.2 Design Codes, Standards, and Manuals

2.5.8.3 Data Gathering

2.5.8.4 Design Requirements pertaining to all Fire Protection

Systems

2.5.8.5 Summary of Fire Protection Scope

2.6 PHYSICAL SECURITY

2.7 OFFSITE PARKING AREA AND SHUTTLE SERVICE

SECTION 01 33 16.00 10 Page 2

2.7.1 GENERAL

2.7.2 SHUTTLE ROUTES AND HOURS OF PERFORMANCE

2.7.3 PERFORMANCE AND NOTIFICATION

2.7.4 CONTRACTOR'S RESPONSIBILITIES AND INSURANCE REQUIREMENTS

2.7.5 CONTRACTOR PERSONNEL QUALIFICATIONS

2.7.6 TRANSPORTATION DRIVER

2.7.7 CONTRACTOR'S EQUIPMENT, VEHICLES AND INSPECTION

2.7.8 CONTRACTOR PERFORMANCE

2.7.9 SAFETY REQUIREMENTS

2.8 OPERATIONS AND MAINTENANCE (O&M) PROVISIONS

PART 3 EXECUTION

3.1 DESIGN SUBMITTALS

3.1.1 35 Percent Design Submittal

3.1.2 65 Percent Design Submittal

3.1.3 Final Design Submittal

3.2 REVIEW PROCESSES

3.2.1 Tracking Design Review Comments

3.2.2 DrChecks Initial Account Set-Up

3.2.3 DrChecks Review Comments

3.3 DISCIPLINE DESIGN REQUIREMENTS

3.3.1 Geotechnical Investigations and Reports

3.3.1.1 Inconsistency with the Preliminary Soils Information

3.3.1.2 Vehicle Pavements

3.3.1.3 Certification

3.3.2 Civil Site and Utilities Design Contents

3.3.3 Structural Systems

3.3.3.1 General

3.3.4 Architectural

3.3.5 Plumbing Systems

3.3.6 HVAC Systems

3.3.6.1 Design Analysis

3.3.6.2 Mechanical Floor Plans

3.3.6.3 Equipment Schedule

3.3.6.4 Details

3.3.6.5 Controls

3.3.7 Fire Protection and Life Safety

3.3.7.1 Fire Protection/Suppression Analysis

3.3.7.2 Fire Protection and Life Safety Code Review

3.3.8 Electrical Systems

3.3.8.1 Design Documentation and Calculations

3.3.8.2 Floor Plan

3.3.8.3 Building Riser Diagram

3.3.8.4 Panelboard Schedule(s)

3.3.8.5 Lighting Fixture Schedule

3.3.8.6 Details

3.3.9 Telecommunications and Security

3.3.10 Specialty Equipment

3.3.10.1 Elevators

3.3.10.2 Corrosion Control and Prevention Systems

3.4 FINAL DESIGN REQUIREMENTS

3.5 PREPARATION OF DD FORM 1354 (Transfer of Real Property)

3.6 DESIGN COMPLETE CONSTRUCTION DOCUMENT REQUIREMENTS

3.7 AS-BUILT DRAWINGS

3.8 ACCEPTANCE AND RELEASE FOR CONSTRUCTION

-- End of Section Table of Contents --

SECTION 01 33 16.00 10 Page 3

SECTION 01 33 16.00 10

DESIGN DATA (DESIGN AFTER AWARD)

PART 1 GENERAL

1.1 SUMMARY

This Section covers in detail the design requirements of the project after a contract has been awarded. PART 1 GENERAL covers definitions and general requirements such as quality control, submittals and media for storing and submitting data. PART 2 PRODUCTS covers a few general requirements such as formating requirements for the plans and specifications but focuses in large part on the design criteria for the project. PART 3 EXECUTION focuses on the different design submittals required, review requirements of design submittals and describes the minimum contents of each phase of the design submittals.

1.2 REFERENCES

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

ALUMINUM ASSOCIATION (AA)

AA ADM (2020) Aluminum Design Manual

AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION (AAMA)

AAMA 1503 (2009) Voluntary Test Method for Thermal Transmittance and Condensation Resistance of Windows, Doors and Glazed Wall Sections

AMERICAN IRON AND STEEL INSTITUTE (AISI)

AISI SG-671 (1986; Addendum 1989) Specification for the Design of Cold-Formed Steel Structural Members

AISI SG03-2 (2002) Cold-Formed Steel Design Manual

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

AISC 316 (1989) ASD Manual of Steel Construction SECTION 01950 Page 6

AISC 811 (1997) Floor Vibrations Due to Human Activity

AMERICAN WATER WORKS ASSOCIATION (AWWA)

AWWA C150/A21.50 (2014) Thickness Design of Ductile-Iron Pipe

AWWA C600 (2017) Installation of Ductile-Iron Mains

SECTION 01 33 16.00 10 Page 4 and Their Appurtenances

AWWA C651 (2014) Standard for Disinfecting Water Mains

AWWA C900 (2016) Polyvinyl Chloride (PVC) Pressure Pipe, and Fabricated Fittings, 4 In.

Through 60 In. (100 mm Through 1,500 mm)

AMERICAN CONCRETE INSTITUTE (ACI)

ACI 318 (2014; Errata 1-2 2014; Errata 3-5 2015;

Errata 6 2016; Errata 7-9 2017) Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14)

ACI 530/530.1 (2013) Building Code Requirements and Specification for Masonry Structures and Related Commentaries

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

AISC 360 (2016) Specification for Structural Steel Buildings

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 7 (2017) Minimum Design Loads for Buildings and Other Structures

AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME)

ASME A17.1/CSA B44 (2021) Safety Code for Elevators and Escalators

ASTM INTERNATIONAL (ASTM)

ASTM A53/A53M (2020) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

ASTM A74 (2021) Standard Specification for Cast Iron Soil Pipe and Fittings

ASTM A888 (2021) Standard Specification for Hubless Cast Iron Soil Pipe and Fittings for Sanitary and Storm Drain, Waste, and Vent Piping Applications

ASTM B306 (2020) Standard Specification for Copper Drainage Tube (DWV)

ASTM C76 (2020) Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe

ASTM C564 (2020a) Standard Specification for Rubber Gaskets for Cast Iron Soil Pipe and Fittings

SECTION 01 33 16.00 10 Page 5

ASTM C755 (2019b) Standard Practice for Selection of Water Vapor Retarders for Thermal Insulation

ASTM C1107/C1107M (2020) Standard Specification for Packaged Dry, Hydraulic-Cement Grout (Nonshrink)

ASTM C1127/C1127M (2015) Standard Guide for Use of High Solids Content, Cold Liquid-Applied Elastomeric Waterproofing Membrane with an Integral Wearing Surface

ASTM C1193 (2013) Standard Guide for Use of Joint Sealants

ASTM D698 (2012; E 2014; E 2015) Laboratory Compaction Characteristics of Soil Using Standard Effort (12,400 ft-lbf/cu. ft.

(600 kN-m/cu. m.))

ASTM D3034 (2016) Standard Specification for Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings

ASTM D4258 (2017) Standard Practice for Surface Cleaning Concrete for Coating

ASTM E108 (2020a) Standard Test Methods for Fire Tests of Roof Coverings

ASTM E1155 (2020) Standard Test Method for Determining Floor Flatness and Floor Levelness Numbers

ASTM E1677 (2019) Standard Specification for Air Barrier (AB) Material or Assemblies for Low-Rise Framed Building Walls

ASTM E413 (2016) Classification for Rating Sound Insulation

ASTM F336 (2002; R 2016) Standard Practice for Design and Construction of Nonmetallic Enveloped Gaskets for Corrosive Service

CAST IRON SOIL PIPE INSTITUTE (CISPI)

CISPI 301 (2018) Hubless Cast Iron Soil Pipe and Fittings for Sanitary and Storm Drain, Waste, and Vent Piping Applications

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2021) International Building Code

INTERNATIONAL ORGANIZATION FOR STANDARDIZATION (ISO)

ISO 19005-3 (2012) Document Management -- Electronic

SECTION 01 33 16.00 10 Page 6

Document File Format for Long-Term Preservation -- Part 3: Use of ISO 32000-1 with Support for Embedded Files (PDF/A-3)

ISO 32000-1 (2008) Document Management -- Portable Document Format -- Part 1: PDF 1.7

METAL BUILDING MANUFACTURERS ASSOCIATION (MBMA)

MBMA MBSM (2018) Metal Building Systems Manual

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 13 (2019; Errata 19-1; Errata 19-2; TIA 19-1;

TIA 19-2; TIA 19-3; TIA 19-4; Errata 19-3;

Errata 20-4; TIA 19-5; TIA 19-6) Standard for the Installation of Sprinkler Systems

NFPA 70 (2020; ERTA 20-1 2020; ERTA 20-2 2020; TIA

20-1; TIA 20-2; TIA 20-3; TIA 20-4)

National Electrical Code

NFPA 70E (2021) Standard for Electrical Safety in the Workplace

NFPA 72 (2019; TIA 19-1; ERTA 1 2019) National Fire Alarm and Signaling Code

NFPA 101 (2021) Life Safety Code

NFPA 780 (2017) Standard for the Installation of Lightning Protection Systems

STEEL DECK INSTITUTE (SDI)

SDI DDP (1987; R 2000) Deck Damage and Penetrations

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 1-300-02 (2014, with Change 2, 2019) Unified Facilities Guide Specifications (UFGS) Format Standard

UFC 3-101-01 (2011; with Change 5, 2019) Architecture

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

36 CFR 1191 Americans with Disabilities Act (ADA) Accessibility Guidelines for Buildings and Facilities; Architectural Barriers Act (ABA) Accessibility Guidelines

1.3 DEFINITIONS

1.3.1 Designer of Record (DOR)

Professional Registered members of the Contractor’s Design-Build team that check, approve, sign, date, and certify, prior to submitting the deliverables to the Government, that the D-B design submittals comply with

SECTION 01 33 16.00 10 Page 7 the contract requirements.

The DOR's stamp, sign, and date each design drawing and other design deliverables under their responsible discipline at each design submittal stage. The DOR(s) are responsible for maintaining the integrity of the design and for compliance with the contract requirements through construction and documentation of the as-built condition by coordination, review and approval of extensions of design, material, equipment and other construction submittals, review and approval or disapproval of requested deviations to the accepted design or to the contract, coordination with the Government of the above activities, and by performing other typical professional design responsibilities.

1.3.2 Government Furnished Material (GFM)

Government material that may be incorporated into, or attached to, an end item to be delivered under a contract or which may be utilized in the performance of a contract. It includes, but is not limited to surveys, design data, soil boring information, soils reports, as-built drawings or other design related information.

1.3.3 Acronyms Used in this Section

Definitions of acronyms used in this section are listed below:

USACE - US Army Corps of Engineers VA - Department of Veteran Affairs CAD - Computer Aided Design PDF - Portable Document Format GIS - Graphic Information Systems DQCP - Design Quality Control Plan ITR - Independent Technical Review

1.4 ORDER OF PRECEDENCE

In the event of a conflict or inconsistency between any of the requirements within the Contract, precedence is applied:

a. Any portions of the accepted proposal which both conform to and exceed the requirements of the solicitation.

b. The provisions of the solicitation.

c. All other provisions of the accepted proposal.

d. Any design products including, but not limited to, plans, specifications, engineering studies and analyses, shop drawings, and equipment installation drawings. These are "deliverables" under the contract are not part of the contract itself. Design products must conform to all provisions of the contract, in the order of precedence.

1.5 SUBMITTALS

Each submittal includes an associated approval level designation as defined in the following table:

SECTION 01 33 16.00 10 Page 8

Approval Level Designation Definition

G Government approval no designation for information only

D Designer of Record approval

C Government Conformance Review of Design

R Designer of Record Approval and Government Conformance Review

A Designer of Record Approval and Government Approval

When used, a designation following the approval level designation identifies the office that will review the submittal for the Government.

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Design Quality Control Plan; A

A Design Quality Control Plan shall be submitted for approval prior to initiating any design work. The plan shall be in conformance with the requirements of PART 1 of this Section.

Traffic Control Plan; G

A Traffic Control Plan shall be submitted for approval prior to initiating any construction. The plan shall be in conformance with requirements of Section 01 11 00.

Relocations Plan; G

A Relocations Plan shall be submitted for approval prior to initiating any design work. The plan shall be in accordance with requirements of Section 01 11 00.

Off-Site Parking Plan; G

An Off-Site Parking Plan shall be submitted for approval prior to initiating any lease agreement. The plan shall be in accordance with requirements of Section 01 11 00.

Submittal Register; G

SD-05 Design Data

35 Percent Design Submittal; G

The 35 Pcnt Design submittal shall be submitted for approval and shall be in conformance with PART 3 of this Section.

65 Percent Design Submittal; G

The 65 Pcnt Design submittal shall be submitted for approval and shall be

SECTION 01 33 16.00 10 Page 9 in conformance with PART 3 of this Section.

Final Design Submittal; R

The Final Design submittal shall be submitted for approval and shall be in conformance with PART 3 of this Section.

Design Complete Documents; C

The Design Complete Documents submittal shall be submitted for approval and shall be in conformance with PART 3 of this Section.

Conference Documentation

Conference Documentation shall be submitted within 10 days after any conference required by the contract.

As Built Drawings; C

As-Built Drawings shall be submitted within 2 months of the Closeout Submittal.

SD-11 Closeout Submittals final design submittals

DD Form 1354; A

O&M Manuals; A

Warranty Documents; A

1.6 DESIGN QUALITY CONTROL PLAN (DQCP)

The Contractor shall prepare and submit a Design Quality Control Plan which describes the procedures that will be taken to control quality of the design. The plan shall contain the following minimum requirements.

a. Project Description and Location

b. Purpose and Scope of Design Quality Control Plan

c. Reference to the Technical Criteria

d. Identification by Name and Discipline of the Product Delivery Design Team

e. Identification by Name and Discipline of an Independent Technical Review Team

f. Qualifications of the Technical Review Team

g. Certification Form Signed by the Designer of Record and the Technical Review Team Leader Certifying Completion of an Indenpendent Review Process.

The DQCP will require an Independent Technical Review (ITR) of the design and will, at the end of the design process, record the comments of the ITR Team and the resolution of the comments. The ITR Team shall be comprised of qualified members not involved in the design work. The ITR Team shall

SECTION 01 33 16.00 10 Page 10 have as a minimum structural, mechanical, electrical and civil professional engineer team members.

1.7 QUANTITIES AND MEDIA FOR DESIGN SUBMITTALS

1.7.1 Electronic Design Submittal

Provide quantities indicated in Section 01 33 00 SUBMITTAL PROCEDURES.

Provide submittal files on electronic storage media in compliance with the quality requirements identified in this specification. In addition to providing submittal files on electronic media also provide submittals through the DOD SAFE site. The address is https://safe.apps.mil/.

1.7.1.1 Malicious Content

Scan all electronic files for malicious viruses using commercially available scanning program that is routinely updated to identify and remove current virus threats.

1.7.1.2 Storage Media

Provide project data on disc-based (DVD±R/RW) media. Provide the full submittal on one single disc whenever possible. When separation of the submittal is required separate deliverables onto separate media. Document any media divisions for approval by the Contracting Officer.

a. Directly print identification of contents onto storage media. Do not provide adhesived labels. Include the name of the submittal, project, project location, Contract number, Designer of Record firm/Prime Contractor company's name, title of submission, and security classification (in accordance with the applicable security classification labeling regulations) on the label. If multiple discs are provided, clearly document the contents of each disc on the label.

b. Include the name and contact information of the individual who produced the final data disc to ensure that any problems with the data or media can be easily resolved.

c. When browsed on any computer, the disc displays the following folders and their associated content:

(1) Submittal files (containing all submittal data)

(2) All supporting documents associated with the submittal

(3) Readme containing one TXT, PDF, or HTML file with general use information, organizational instructions, and basic preparer contact information.

1.7.2 PDF File Packaging

Utilize PDF file format in accordance with ISO 32000-1 and ISO 19005-3 .

Provide files from original sources, text-searchable, and saved in "Standard" (uncompressed) resolution whenever possible.

1.7.3 Hardcopy Design Submittal

Print hard copy submittals directly from the electronically packaged PDF files. Provide quantities and sizes as indicated in Section 01 33 00

SECTION 01 33 16.00 10 Page 11

SUBMITTAL REQUIREMENTS.

The Designer(s) of Record stamps and signs the original full size hard copy sheets as Released For Construction. Provide distribution from this set.

1.8 DEPARTMENT OF VETERAN AFFAIRS DESIGN MANUALS

The following design manuals specific to projects designed for the Department of Veteran Affairs shall be reviewed, and applicable guidance shall be incorporated where appropriate.Design Codes specific to each discipline are listed in the detail design requirements of this section.

PG 18-10 (2021) Design Manual Index PG 18-10 (2020) Elevator Design Manual PG 18-10 (2019) Electrical Design Manual PG 18-10 (2021)Fire Protection Design Manual, Eight Edition PG 18-10 (2017) HVAC Design Manual, rev 3/1/2020 PG 18-10 (2015) Lighting Design Manual PG 18-10 (2014) Plumbing Design Manual, rev 5/1/2021 PG 18-10(5) (2012) Parking Structure Signs PG 18-10(6) (2012) Parking Lot Signage PG 18-10(8) (2012) Code & Life Safety Signage, rev 10/1/2013 PG 18-10 (2013) Parking Design Manual, rev 11/1/2016 PG 18-10 (2013) Site Design Manual& Append, rev 4/1/2021 PG 18-10 (2013) Structural Design Manual for Parking Structures PG 18-13 (2017) VA Barrier Free Design Standard, rev 11/1/2018 H-18-8 (2019) Seismic Design Requirements, rev 5/1/2020 VA TIL (2014) Sustainable Design Manual, rev 8/18/2017 FEMA-426 (2011) Reference Manual to Mitigate Terror Attacks

PART 2 PRODUCTS

2.1 CADD REQUIREMENTS

The electronic CADD files produced under this task order are the deliverables; the printed drawings are thus considered copies of the electronic files. Therefore, precision data input in CADD files is paramount. All precision ancillary data shall be entered as accurately as possible. Area boundaries shall be entered as shapes, as opposed to lines or line strings that only represent shapes. Linear features shall be single line strings as opposed to separate lines. Lines must be drawn to scale, not arbitrarily dimensioned with disassociated text. All data entry shall be in strict compliance with the applicable CADD standards.

Duplicate lines/elements, where duplication serves no purpose, must be removed. Line intersections shall meet with precise connections. Element and reference file placement shall be made with pinpoint accuracy. Files shall be compressed when the drawing is submitted for review or as a final submittal. All clutter and superfluous information outside of the border trim lines shall be removed from the sheet files. Files shall be saved such that when opened, they will be centered on the intended object with the appropriate levels turned on and suitable for plotting. The Contractor will use the electronic CADD design files for reviews and contract documents. The use of the electronic CADD design files by the Contractor for construction and other purposes requires quality CADD workmanship, poor workmanship is unacceptable. All CADD files shall be provided in AutoCad format, version 2010 or newer. The A-E shall ensure compliance with the U.S. National CAD Standards - V5 (NCS).

SECTION 01 33 16.00 10 Page 12

2.2 DESIGN DOCUMENTATION

Assemble design analysis in a single volume with a table of contents if possible. Include a cover page in the basis of design for each discipline indicating the project title and locations, contract number, table of contents, and tabbed separations or bookmarks for quick reference. At a minimum tab or bookmark for each discipline. Place the signature and seal of the designer of record responsible for the work on the cover page of the calculations for the respective design discipline.

2.3 DESIGN DRAWINGS

The drawings shall be produced for full size sheets of 22 inch by 34 inch (half size 11 inch by 17 inch) meeting the CADD standards above. Drawings shall clearly describe the scope of the contract for all required submittals.

2.3.1 Electronic Drawing Files

Provide electronic drawing files in PDF format for each project drawing in the design set for each submittal including the final submittal. CADD files shall be provided for the final submittal in addition to the PDF files.

2.3.2 Drawing Organization

Provide an index of drawings sheet as part of the drawing set, and an electronic table of all drawings submitted. Include the electronic file name, the sheet reference number, the sheet number, and the sheet title containing the data for each drawing. The drawings shall be organized in a clear format by discipline and shall completely describe the contract requirements.

2.3.3 Seal on Documents

For the final submittal, sign, date and seal all Contractor-originated design drawings by the registered architect or the registered engineer of the respective discipline. This is the seal of the Designer of Record for that drawing. Application of the electronic seal and signature accepts responsibility for the work shown thereon.

2.4 SPECIFICATIONS

Provide a Contractor-originated design specification that, in conjunction with the drawings, demonstrates compliance with materials, equipment, execution, and field quality control requirements of the RFP and accepted proposal.

2.4.1 Specifications Format

Utilize the Unified Facility Guide Specifications (UFGS) current at the time of Contract award. Process the specifications with the SpecsIntact software package.

a. Edit and expand the appropriate specifications to ensure that all project design requirements, current code requirements, and regulatory requirements are met. Design specifications may be prepared that include manufacturer specific data and catalog cuts in lieu of non-proprietary, descriptive specifications. Clearly identify, where

SECTION 01 33 16.00 10 Page 13 appropriate, specific products chosen to meet the contract requirements (i.e., manufacturers' brand names and model numbers or similar product information).

b. Note that the UFGS are based on design-bid-build contracting and will require editing to apply to a design-build project. For instance, they assume that the Government will approve most submittals, whereas in design-build, the DOR has that action, unless this solicitation requires Government approval for specific submittals.

c. Organize project sections not based on UFGS in accordance with CSI MasterFormat and UFC 1-300-02 .

2.4.2 Identification of Manufacturer's Product Data Used as Specifications.

Provide complete and legible catalog cut sheets, product data, installation instructions, operation and maintenance instructions, warranty, and certifications for products and equipment for which final material and equipment choices have been made. Indicate, by prominent notation, each product that is being submitted including optional manufacturer's features, and indicate where the product data shows compliance with the Contract requirements.

2.4.3 Specifications Packaging

Provide specifications to include the following:

a. Cover sheet and project table of contents.

b. Specification sections, each section with a table of contents.

c. Manufacturer's Product Data. If providing as attachments to the applicable specification section, incorporate as attachment reference within the section and section table of contents.

2.4.4 Specification Deliverable

Submit a bundled specification package in PDF format for each design package. As a minimum, bookmark each specification section in the bundled package. Also, submit the source files, in the processing system format, used to create the PDF.

2.5 DESIGN CRITERIA

The Contractor will present a design based on the following criteria.

Design criteria is provided for the civil, architectural, structural, mechanical, electrical, fire protection and physical security systems.The criteria listed does not necessarily present an "all inclusive" list and the Contractor shall add appropriate criteria for any items not covered.

Include soil analysis and survey data, site design, site improvements, planting and landscaping, paving, grading and drainage, water, waste-water and soil treatment, contaminant containment, utilities systems analysis and design,as required.

2.5.1 Civil- Roadways, Pavements and Traffic

a. Layout Plan. Provide a Layout Plan for the proposed garage footprint, the adjacent north 2-way roadway, and the construction lay down area as part of the plans. All shall be within the construction

SECTION 01 33 16.00 10 Page 14 easement limits.

b. Pavement Design. Provide exterior pavements and surfacing that are adequate in extent and sufficiently durable to accommodate without damage the types of traffic that can be reasonably anticipated (HS20 truck loads) for the facility type and intended user population.

Pavements and surfacing comprise the following elements: exterior paved or surfaced area such as roadways, driveways, parking lots, loading and unloading zones, walkways and all functional areas requiring vehicular access.

c. Traffic Lanes. Traffic lanes and directional markings shall be permanent and highly visible, minimum width of 4-inches. Lanes shall be not less than 12 feet wide. Slopes shall be a maximum of 1:10.

Curbs shall be a minimum of a 6 inch barrier on all roadways and gutters shall be a minimum of 12 inch width in accordance with AASHTO recommendations.

d. Roadway Signage. As required by code, project program, and Regulatory signs shall comply with the Manual of Uniform Traffic Control Devices.

e. Walkways, Pedestrian Ramps. Include for all roadways according to project requirements. Conform to ADA Accessibility Guidelines (ADAAG) for Buildings and Facilities and Uniform Federal Accessibility Standards (UFAS).

1. Widths - Minimum widths shall be sized to allow comfortable two-way traffic.

2. Main Entrances - 72 inches

3. Secondary Entrances and Emergency Exits - 48 inches

4. Major Routes - 60 inches

5. Secondary Routes - 48 inches

f. Road profiles. Provide roadway profiles that facilitate drainage.

g. Asphalt Demolition. Asphalt and base shall be removed for construction of relocations and foundations and repaired to meet the criteria specified. The asphalt and base repairs shall be made as soon as possible and asphalt replaced to limit interruptions to traffic flow. Asphalt paving shall be repaired to keep roadways in a condition equal to or better than those found prior to construction.

2.5.2 Civil- Site Drainage and Storm Drainage Design

Provide a Grading and Drainage Plan in conjunction with the results of the Storm Drainage Design Plan that shall transmit the 10-year design storm runoff from the proposed garage drainage catchment system, the adjacent north roadway, and the reconstructed surface level parking lot to existing or new drainage structures.

a. A drainage system shall include the design and construction of piping and structures as required to provide a safe and effective method for capturing and conveying both the garage drainage and site drainage. Garage drainage shall be away from the entrance and exit of the garage and site drainage shall be away from the garage and all adjacent buildings. The design and construction shall incorporate all applicable laws and regulations concerning the handling of stormwater.

SECTION 01 33 16.00 10 Page 15

b. Site data indicating information needed by the Contractor during design to develop site drainage includes surface types for developing runoff coefficients, topography, and Manning's roughness coefficient "N". A topographic survey has been included with these project documents however, the Contractor shall verify the topographic data to develop site drainage plan.

c. Storm system shall be designed using the rational formula consisting of three variables as follows:

Q = CIA where Q = Stormwater flow in cfs (cubic feet per second) C = Runoff coefficient I = Rainfall intensity in inches/hour A = Drainage area in acres

d. Stormwater piping shall connect to the existing site stormwater system and sloped as required for calculated runoff volumes.

e. Provide a Storm Drainage Design Plan which shall consist of garage and adjacent construction limits area runoff calculations for a 10-year design storm event as defined by NOAA Atlas 14 for the Jackson Mississippi area, a garage drainage catchment system, and a plan, profile and grading plan of the areas adjacent to the proposed garage which shall carry the calculated runoff discharges to existing or new drainage structures. The receiving structures shall be capable of accepting the calculated runoff for the 10-year storm event. The Storm Drainage Design Plan shall be stamped by a licensed professional engineer.

f. The Geotechnical Engineer shall design a dewatering system if necessary to perform all excavation in the dry, provide a firm and stable subgrade, maintain bottom stability during excavation, and prevent surface run off from entering construction areas.

g. Excavation for structures, manholes, piping, and other utilities shall be pre-formed in the dry. Open cut excavation shall consider stability of the side slopes

h. Backfill for trenches shall be in accordance with the specifications. Geotechnical Engineer shall determine the suitability of excavated materials for backfill. Unsuitable materials shall be removed from the site.

i. Below grade walls of permanent structures shall be designed to resist lateral earth, hydrostatic load, construction equipment, and temporary stockpile, and any other loads which could occur during construction. Buildings and other rigid retaining systems shall be designed for at-rest earth pressure.

2.5.3 Civil- Relocations

The scope of work shall include the following:

a. Connecting the garage drainage catchment system to existing or new drainage structures.

b. Installing new drainage receiving structures as required by

SECTION 01 33 16.00 10 Page 16 approved Drainage Plan and extending these to the existing drainage outfall system.

c. Relocating and installing new sanitary sewers affected by the project to existing sanitary sewer system.

d. Relocating and installing new potable water lines affected by the project to existing water main. Provide shut off valve at the tie-in from the new water line to the existing water main.

e. Relocating and installing new natural gas lines affected by the project to existing gas line.

Key issues to be considered in the design of utilities include:

a. Storm runoff calculations and site stormwater drainage sizing.

b. Thrust restraint for pressure piping.

c. Trench, bedding and backfill design.

d. Pipe testing.

e. Potable water main disinfection.

f. Pipe materials and coatings.

2.5.3.1 Utility References

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

AMERICAN WATER WORKS ASSOCIATION (AWWA)

AWWA C150/A21.50 (2014) Thickness Design of Ductile-Iron Pipe

AWWA C600 (2010) Installation of Ductile-Iron Water Mains and their Appurtenances

AWWA C651 (2014) Standard for Disinfecting Water Mains

AWWA C900 (2016) Polyvinyl Chloride (PVC) Pressure Pipe, and Fabricated Fittings, 4 In Through 60 In

ASTM INTERNATIONAL (ASTM)

ASTM A74 (2021) Standard Specifications for Cast Iron Soil Pipe and Fittings

ASTM B306 (2020) Standard Specification for Copper Drainage Tube

(DWV)

ASTM C76 (2020) Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe

ASTM D3034 (2016) Standard Specification for Type PSM Poly (Vinyl Chloride) (PVC) Sewer Pipe and Fittings

SECTION 01 33 16.00 10 Page 17

ASTM D698 (2012) Laboratory Compaction Characteristics of Soil Using Standard Effort (12,200 ft-lbf/cu.ft.)

US DEPARTMENT OF VETERANS AFFAIRS

USVA PG 18-10 Design Manual

2.5.3.2 Trench Excavation, Pipe Bedding and Backfill

a. Pipeline excavation shall be accomplished using OSHA standards and shall include sheeting, shoring or other earth support means to provide safe working conditions. Work shall be performed in the dray and dewatering systems shall be employed as required to ensure a firm and stable subgrade.

b. Bedding shall be designed to provide a suitable working surface, adequate to support piping and shall be designed specifically for each type of pipe material employed whether rigid or flexible in nature.

The granular embedment shall be placed, compacted, and worked under the haunches of the pipe to provide the required pipe subgrade support and bedding factor.

c. Backfill shall be placed and compacted as required for final surface over trench line. Backfill around pipe shall be specifically designed for each type. Compaction shall be stated as a percentage of maximum density as determined by ASTM D698.

2.5.3.3 Hydraulic Design Criteria

a. Design shall consider head losses and pressure drops and necessary allowances made. Criteria shall include provisions for peak flows.

b. Sizing of gravity sewer lines shall be performed using the Manning formula for pipes flowing full. Design shall incorporate roughness coefficients specific to each type of pipe material. The minimum size gravity sewer line shall be 6-inch and shall have a minimum slope of 1/8 inch per foot. The maximum manhole spacing on all gravity sewers shall be 300 feet. The maximum cleanout spacing shall be 100 feet.

c. Friction losses through pressure piping shall be based on the Hazen-Williams formula with allowances for valves and fittings.

Available pressure in the existing water main shall be verified and the potable water system designed accordingly. The water service line shall be equipped with shutoff valves at, or near, the connection to the main.

2.5.3.4 Pipes and Testing

a. Pipe materials shall conform to the following basic design standards:

Polyvinyl Chloride Pressure Pipe AWWA C900 Cement-Lined Ductile Iron Pipe AWWA C150/A21.50 Cast Iron Soil Pipe ASTM A74 SV Polyvinyl Chloride Sewer Pipe ASTM D3034 Reinforced Concrete Pipe ASTM C76 Copper Pipe ASTM B306 hard drawn copper

b. Pipe classes and thicknesses shall be specified. Information shall be required to be marked on piping when delivered to the site.

SECTION 01 33 16.00 10 Page 18

c. Thrust Restraint - All pressure piping shall be adequately anchored against hydraulic thrust forces using either concrete thrust blocks or manufacturers' designed restrained joints.

d. Testing - Required exfiltration tests on gravity sewers using low-pressure air test in general accordance with ASTM C828. Test water piping in accordance with AWWA C600.

e. Disinfection - Required disinfection on all newly installed potable water piping in accordance with AWWA C651.

f. Exterior Pipe Surface Protection - Exterior surfaces of all buried piping shall be protected from corrosion using sleeves or protective coatings if soil conditions warrant.

2.5.3.5 Earthwork Fill, Excavation and Disposal

Contractor shall modify the site grades and soils as required for construction of garage and utilities, for proper functioning of the project, and as indicated in the approved project documents. Protect erosion-prone areas from construction activities and implement a soil stabilization plan in susceptible areas. Limit disruption of natural water flows by eliminating stormwater runoff. Principal finished site earthwork elements required include the garage, utilities, roadways, driveways, parking lots, and walkways. Final fill and cut slopes shall be stable under all possible loading conditions which could occur during and after construction. Cut and fill slopes shall be designed to minimize erosion effects due to all natural causes, including wind and surface runoff. Except for roadway and parking lot embankments, runoff shall be intercepted at the top of fill and cut slopes and conveyed to storm drainage channels. Contractor shall be responsible for locating additional suitable borrow off Government property. Contractor shall be required to dispose of excess excavation off Government property, and in accordance with applicable state or local laws.

2.5.4 Architectural

Architectural includes functional layout, unique features, signage, accessibility, security, air barriers, materials ,and details with respect to image, safety, functionality, maintenance, and cost effectiveness.

2.5.4.1 REFERENCES

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

1. American Architectural Manufacturers Association (AAMA)

AAMA 1503 (1998) Voluntary Test Method for Thermal Transmittance and Condensation Resistance of Windows, Doors and Glazed Wall Sections

2. ASTM International (ASTM)

ASTM C755 (2002) Water Vapor Retarders for Thermal Insulation

ASTM E108 (2020a) Fire Tests of Roof Coverings

SECTION 01 33 16.00 10 Page 19

ASTM E413 (2016) Rating Sound Insulation

ASTM E96 (2016) Standard Test Methods for Water Vapor Transmission of Materials

ASTM E1677 (2019) Standard Specification for Air Barrier (AB) Material or Assemblies for Low-Rise Framed Building Walls

ASTM F336 (2016) Design and Construction of Nonmetallic Enveloped Gaskets for Corrosive Service

3. Sheet Metal and Air Conditioning Contractors National Association, Inc.

Architectural Sheet Metal Manual 2012

4. US General Service Administration (GSA)

FED-STD 795 (Basic; Am 1) Uniform Federal SECTION 01940 Accessibility Standards

5. US National Archives and Records Administration (NARA)

36 CFR 1191 Americans with Disabilities Act (ADA) Accessibility Guidelines for Buildings and Facilities

6. US Army Corps of Engineers

EP 310-1-6A (1985) Sign Standards Manual VOL 1

EP 310-1-6B (1985) Sign Standards Manual VOL 2

1.3 Design Criteria, Standards, Quality Assurance and General Requirements (Latest Version, Unless Otherwise Stated)

2.5.4.2 DESIGN AND SPECIFICATIONS

Design and specification of all work shall be in accordance with latest laws and regulations of the Federal Government, with applicable local codes and ordinances, and with codes and industry standards referenced herein. Following is a summary of organizations with codes and standards referenced herein. The following are product technical criteria, standards, and general requirements to be utilized and included in the development and construction of a safe and compliant structure. All VA criteria, standards, and requirements can be found at the U.S. Department of Veteran Affairs: Technical Information Library (TIL) at the following website: https://www.cfm.va.gov/til/criteria.asp. (REV 0001)

1. US Department of Veteran Affairs PG 18-10 Design Manual, Elevator Design Manual, Fire Protection, Site Development Barrier Free Design Standard

2. International Building Code

3. International Fire Code

4. NFPA Life Safety Code 101

5. ASME A17.1/CSA B44 Safety Code for Elevators and Escalators

SECTION 01 33 16.00 10 Page 20

(2019)

6. Mississippi Conveyance Safety Code

7. FED-STD 795, (Basic; Am 1) Uniform Federal Accessibility Standards

8. 36 CFR 1191 , ADAAG - Americans With Disabilities Act Accessibility Guidelines

9. Recommended and recognized standards from other organizations shall be used where required to serve as guidelines for design, fabrication, and construction when not in conflict with standards referenced herein. Codes and industry standards used for design, fabrication, and construction shall be codes and industry standards, including all addenda, in effect as stated in contract documents. New building shall be designed to withstand seismic events in accordance with local codes. Government will review all design assumptions, criteria, and calculations.

2.5.4.3 SCOPE

The building shall be designed to minimize life cycle cost, energy consumption, and maintenance through proper selection of mass, form, materials, and construction standards. Integrally colored materials shall be used as much as possible to eliminate painting. The design life of the building shall be a minimum of 50 years. Suitable materials shall be selected for overall visual compatibility, maintenance requirements, cost, availability, texture, color, etc.

a. The building shall be designed to accommodate the physically handicapped, in accordance with applicable codes, including FED-STD 795, 36 CFR 1191, and EP 310-1-6A and EP 310-1-6B. Accessible spaces shall be placed adjacent to the elevators.

b. Parking spaces shall be designed to be 9' wide typical.

c. Structural columns along the east-west axis shall be spaced to align with parking space striping.

d. Water Penetration: Design and select materials to prevent water penetration into the interior of shell assemblies, under conditions of rain driven by 35 mph wind. Controlled water penetration is allowed if materials will not be damaged by presence of water or freezing and thawing, if continuous drainage paths to the exterior are provided, and water passage to the building interior is prevented.

e. Weather Resistance: Design and select materials to minimize deterioration due to precipitation, sunlight, ozone, normal temperature changes, salt air and atmospheric pollutants.

1. Deterioration includes corrosion, shrinking, cracking, spalling,delamination, abnormal oxidation, decay and rot.

2. Surfaces Exposed to View: Deterioration adversely affecting

3. Aesthetic life span includes color fading, crazing, and delamination of applied coatings.

4. Joint Components and Penetration Seals: Capable of resisting

SECTION 01 33 16.00 10 Page 21 expected thermal expansion and contraction; use overlapping joints that shed water wherever possible.

5. Freeze-Thaw Resistance: Adequate for climate of project.

6. Corrosion Resistance: In locations exposed to the outdoor air or in potential contact with moisture inside shell assemblies, use only corrosion-resistant metals.

7. Ozone Resistance: Do not use materials that are adversely affected by ozone.

f. Impact Resistance: Design and select materials to resist damage due to impact in accordance with applicable code.

g. Moisture Vapor Transmission: Design to prevent deterioration of materials due to condensation of moisture vapor inside assemblies.

h. Wear Resistance: Design and select materials to provide resistance to normal wear-and-tear in accordance with code.

i. Shell: The elements forming usable enclosed space and separating that space from the external environment comprise the shell and consist of:

1. Superstructure: All elements forming floors and roofs above grade and within basements, and the elements required for their support,insulation, fireproofing and fire stopping.

2. Exterior Enclosure: All essentially vertical elements forming the separation between exterior and interior conditioned space, including exterior skin, components supporting weather barriers, and jointing and interfacing components; not including the interior skin unless an integral part of the enclosure.

3. Roofing: All elements forming weather and thermal barriers at horizontal and sloped roofs, decks and roof fixtures.

4. Provide physical separation between exterior and interior conditioned space, that keeps out weather, uninvited people, and animals and insects. The elements forming the physical separation comprise the exterior walls and consist of the supporting structure, the exterior skin, vapor retarders, air barriers, and insulation, the interior skin if an integral part of the wall, exterior screens and railings, balcony walls and parapets, exterior soffits unless they do not form a weather barrier, fire stopping and draft stopping within wall and between wall and floors, and other exterior wall elements.

j. Service Life Span:

1. Load-Bearing Structural Members: Minimum 100 years.

No anticipated deterioration when protected as specified.

2. Protective Elements: Minimum 25 years.

3. Wall Primary Weather-Barrier Elements: Minimum 50 years functional and aesthetic service life, excluding joint sealers.

SECTION 01 33 16.00 10 Page 22

4. Joint Sealers: Minimum 20 years before replacement.

5. Surfaces Exposed to View: Minimum 20 years aesthetic service life. There shall be no color fading, crazing and delamination of applied coatings during that 20 year.

6. Roof Covering Weather-Barriers: Minimum 20 years, fully functional. Roofing includes elements forming weather and thermal barriers at horizontal and sloped roofs, decks and roof fixtures.

k. Stair Assemblies: (If Steel)Provide complete stair assemblies, including metal framing, hangers, struts, railings, and guards, clips, brackets, bearing plates, and other components necessary to support and anchor stairs and platforms on supporting structure.

Metal components shall comply with NAAMM Stair Standard: Comply with NAAMM AMP 510 "Metal Stairs Manual" for Commercial Class and AMP 521 "Pipe Rail Systems Manual", Type 2 Joint Construction unless more stringent requirements are indicated.

1. Join components by welding unless otherwise indicated.

2. Use connections that maintain structural value of joined pieces.

3. Assemble stairs, railings, and guards in shop to greatest extent possible.

4. Disassemble units only as necessary for shipping and handling limitations.

5. Clearly mark units for reassembly and coordinated installation.

6. Cut, drill, and punch metals cleanly and accurately.

7. Remove burrs and ease edges to a radius of approximately 1/32 inch (1 mm) unless otherwise indicated.

8. Remove sharp or rough areas on exposed surfaces.

9. Form bent-metal corners to smallest radius possible without causing grain separation or otherwise impairing work.

10. Form exposed work with accurate angles and surfaces and straight edges.

11. Metal materials shall be hot dipped galvanized and painted steel or painted aluminum.

l. Traffic Coatings: Provide directional arrows, pavement markings, lane separations, and defined parking spaces. Indicate, with international symbol of accessibility, spaces allocated for people with disabilities. Provide primers, base coat, intermediate coat and topcoat and accessory materials that are compatible. Product shall be manufacturer's standard, traffic-bearing, seamless, high-solids-content, cold liquid-applied, elastomeric, water-resistant membrane system with integral wearing surface for vehicular traffic, according to ASTM C957/C957M. Thickness shall be as recommended by the manufacturer. At joints, apply reinforcing strip in traffic-coating system where recommended in writing by traffic-coating manufacturer.

SECTION 01 33 16.00 10 Page 23

m. Thermal Performance: Thermal performance is not applicable to parapets or balcony walls. Average thermal transmittance of vertical walls shall be minimum value as required to comply with Commercial Building Energy Conservation Code. The facility shall be constructed and insulated such that the U-factors shall be a minimum of 0.15 for walls, 0.05 for roof, and 0.55 for glass. Provide continuous insulation over entire enclosed spaces. Condensation Resistance Factor (CRF) shall be 35 when measured in accordance with AAMA 1503.

n. Vapor Retarder: The vapor retarder shall be a…