2._180202_Vol_II_of_XI_Parts_4_and_5-1395851.pdf.pdf

ePROJECTS WORK ORDER NO.

1395851

CONSTRUCTION CONTRACT

No.:

APPROPRIATION: MCON

Final RFP Submittal

Ship Repair Training Facility

Volume II of XI

RFP: Parts 4 and 5 at the

Norfolk Naval Shipyard, Portsmouth, Virginia

(P-257)

SUBMITTED BY:

Clark Nexsen, Inc.

4525 Main Street, Suite 1400

Virginia Beach, VA 23462

(A/E Contract No. N40085-15-D-0068-0016)

PREPARED BY:

Lead Architect: Charles B. Beshore, RA

Landscape Architecture: J. Thomas Dalton, PLA

Interior Design: Susan B. Drew, CID

Structural: David S. Clark, PE

Mechanical: Steven M. Beccia, PE

Electrical: Scott P. Schwerin, PE

Fire Protection: Kari E. Fields, PE

Civil: Terry A. Riley, PE

Geotechnical: Charles F.P. Crawley, III, PE, GeoEnvironmental Resources, Inc.

Commissioning: Thomas S. Ostasiewski, PE, Facility Dynamics Engineering

Audio/Visual: Andy Bennett, Audiovisual Systems Consulting Services

APPROVED BY:

For Commander, NAVFAC [Insert Command]:

Date: [Month Day, Year]

Project Manager: LouAnn Fornataro, RA

A/E Firm Name: Clark Nexsen, Inc.

Date: 6 February 2018

P-257 Ship Repair Training Facility eProjects Work Order No. 1395851

PART SIX - ATTACHMENTS - Page 1

PART SIX - ATTACHMENTS

• Attachment A – Movable Furnishings Summary

• Attachment B – Equipment Mock Ups/Training Aids

• Attachment C – AV System Requirements

• Attachment D – Erosion & Sediment Control Guidance for CI Community

• Attachment E – Stormwater Management Plan Guidance for CI Community

• Attachment F – Utility GIS Mapping

• Attachment G – Temporary Perimeter Security Fence (NOT USED)

• Attachment H – NAVFAC Capital Improvements Gov Energy Baseline & Offers Model Performance Rating Assumptions (PRA)

• Attachment I – Hydrant Flow Test Report

• Attachment J – Applicable Specification Sections

• Attachment K – NNSY Utility Connection Permit Application

• Attachment L – Construction Schedule

• Attachment M – Crane Test Weight Forklift Information

• Attachment N – Base Wide Mass Notification System Interface Language

• Attachment O – Permits Record of Decision (PROD)

• Attachment P – City Engineer Documents, Portsmouth, VA

• Attachment Q – Water Meter Standard Detail W-015

• Attachment R – Geotech Report

• Attachment S – Cone Penetration Test Raw Data

• Attachment T – Additional Geotech Report

• Attachment U – Geophysical Report

• Attachment V – Historic Geotechnical Data in Vicinity of Site

• Attachment W – Modular Building Drawings

• Attachment X – NNSY’s Subsurface Utility Drawing (P-257 Site)

• Attachment Y – Potential Connection Points to City of Portsmouth Storm System

• Attachment Z – SidePlate System – Preliminary Drawings for Progressive Collapse Avoidance

• Attachment AA –Compressed Air Site Plan

• Attachment AB – NEXCOM Micro-Mart Equipment and Layout

• Attachment AC – Drawings: General, Civil, Landscape

• Attachment AD – Drawings: Architecture, Interiors

• Attachment AE – Drawings: Mechanical, Electrical

PART FOUR - PERFORMANCE TECHNICAL SPECIFICATIONS - Page 1

PART FOUR - PERFORMANCE TECHNICAL

SPECIFICATIONS

PART 4 - SECTION A10 - Page 1

SECTION A10

FOUNDATIONS

09/16

A10 GENERAL

RFP Part 3 including the Engineering System Requirements (ESR) provide project specific requirements. The RFP Part 4, Performance Technical Sections (PTS) provide generalized technical requirements that apply to multiple facility types and include more requirements than are applicable to any one project. Therefore, only the RFP Part 4 requirements that apply to the project and further define the

RFP Part 3 project specific requirements are required.

A10 1.1 DESIGN GUIDANCE

Provide the design and installation in accordance with the following references. This Performance Technical Specification (PTS) adds clarification to the fundamental requirements contained in the following

Government Standards. The general requirements of this PTS section are located in PTS Section Z10, General Performance Technical Specification.

A10 1.1.1 Government Standards

UNIFIED FACILITIES CRITERIA (UFC)

UFC 1-200-01

DoD Building Code (General Building

Requirements).(A reference in this

PTS section to UFC 1-200-01 requires compliance with the Tri-Service Core

UFCs that are listed there, which includes the following significant

UFC(s):UFC 3-101-01 Architecture, UFC

3-220-01, Geotechnical Engineering

UFC 3-301-01, Structural Engineering)

UNIFIED FACILITIES GUIDE SPECIFICATIONS (UFGS)

UFGS Section 31 23 00.00 22

Excavation and Fill

A10 1.2 GENERAL REQUIREMENTS

A10 1.2.1 Earthwork

Prepare the following UFGS Specification as part of the project specification and include the prepared specification section in the design submittal for the project:

UFGS Section 31 23 00.00 22 Excavation and Fill

PART 4 - SECTION A10 - Page 2

A10 1.2.2 Geotechnical Report

A10 1.2.2.1 Subsurface Soils Information

Any provided subsurface soil information is included for the

Contractor’s information only, and is not guaranteed to fully represent all subsurface conditions. The data included in this

RFP is to assist in proposal preparation. Perform such subsurface exploration, investigation, testing, and analysis for the design and construction of the foundation system at no additional cost to the Government.

A10 1.2.2.2 Contractor-provided Geotechnical Engineer

Retain a Geotechnical Engineer experienced and licensed in the geographic region of the project to interpret any provided data as related to his design concept and develop requirements for bidding. Requirements stated in Parts 3 and 4 of the RFP take precedence over any content of any included geotechnical report. Additional requirements for the geotechnical design of this project are provided elsewhere in this RFP.

Coordinate all work by the Contractor-provided Geotechnical

Engineer with the Contracting Officer and ensure that work does not conflict with Base operations. When providing the

Foundation Work Design submittal, provide the Contractor's

Geotechnical Report (an Adobe Acrobat PDF version on CD and two printed copies) for review and record keeping purposes. The report becomes the property of the Government. Provide the

Geotechnical reports generated during construction, such as pile load tests or PDA results, pile driving results and analysis, to the Contracting Officer (an Adobe Acrobat PDF version and two printed copies) for record keeping purposes.

A10 1.2.2.3 Contractor-Provided Geotechnical Report

Submit a written Geotechnical report based upon

Government-provided subsurface investigation data and all additional field and laboratory testing accomplished at the discretion of the Contractor's Geotechnical Engineer. The

Geotechnical Report must include all requirements listed in UFC

3-220-01, Geotechnical Engineering, paragraph entitled

"Section 1803 "Geotechnical Investigations"; in addition, include the following:

a. The project site description, vicinity map and site map indicating the location of borings and any other sampling locations. Provide 24 hour groundwater observations for at least 20% of the borings, minimum one boring. Provide notes explaining any abbreviations or symbols used and describing any special site preparation requirements.

b. Results of all applicable field and laboratory testing, whether Government or Contractor-provided. Address existing subsurface conditions, selection and design of the foundation and floor slab, all underground construction including utility installation and all

PART 4 - SECTION A10 - Page 3 other site-specific requirements (such as soil stabilization and slope stability).

c. Engineering analysis, discussion and recommendations addressing:

1) Settlement analysis. Settlement must be limited as required in EM 1110-1-1904, Settlement Analysis

2) Bearing Capacity Analysis.

3) Foundation selection and construction considerations (shallow, deep, special); dimensions, and installation procedures.

4) Site preparation (earthwork procedures and equipment), compaction requirements, building slab preparation (as applicable), soil sensitivity to weather and equipment, groundwater influence on construction, mitigation of expansive soils or liquefaction potential, dewatering requirements, slope stability, and other necessary instructions.

5) Sheeting and shoring considerations, as applicable

6) Pavement design calculations with parameters defined, actual or assumed, and recommended thicknesses and materials, whether for design or for proposed modifications to the RFP provided pavement design

7) Haul routes and stockpile locations for earthwork, as applicable.

8) Calculations to support conclusions and recommendations.

9) Present recommendations on a structure-by-structure

Basis.

Provide the Geotechnical Report signed by the

Contractor-provided Geotechnical Engineer.

Submit report accompanied by a cover letter identifying any report recommendations of the report proposed to be adopted into the design which are interpreted by the Contractor as a change condition to the Geotechnical or Pavement related requirements of the RFP.

A10 1.2.2.4 Geotechnical Site Data required in Design Drawings

The Contractor's final design drawings must include the

Government-provided subsurface data presented in the RFP as noted below, as well as all additional borings and laboratory test data results performed by the Contractor. The data provided must include:

a. Logs of Borings and related summary of laboratory test

PART 4 - SECTION A10 - Page 4 results and groundwater observations. Provide 24-hour groundwater observations for at least 20% of the borings, minimum one boring. Provide notes explaining any abbreviations or symbols used and describing any special site preparation requirements.

b. Indicate locations of all borings on the drawings.

Revise applicable design drawings to reference the

Contractor’s Geotechnical Report as being a basis for design.

A10 1.2.3 Pile Driver Analyzer (PDA)

If deemed necessary by the Contractor's Geotechnical Engineer, the dynamic wave equation method of analysis, pile driver analyzer, must be used to validate pile and pile hammer compatibility, establish pile driving criteria, establish terminal penetration resistance, or verify as-driven capacity of the pile. Provide PDA or static load test(s) for piles with required allowable design capacity equal to or greater than 40 tons.

A10 1.3 PERFORMANCE VERIFICATION AND ACCEPTANCE TESTING

Provide verification of satisfactory construction and system performance of the foundations via Performance Verification Testing, and by field inspection, as detailed in this section of the RFP and in Part 2 Section

01 45 00.05 20, Design and Construction Quality Control. Provide special tests and special inspections in accordance with Part 2 Section 01 45 00.05

20.

A10 1.3.1 Earthwork

Perform quality assurance for earthwork in accordance with

International Building Code (IBC) Chapter 17 and UFGS Section 31 23

00.00 22. A competent person, as defined by COE EM 385-1-1, under supervision of a registered Professional Engineer is required to provide inspection of excavations and soil/groundwater conditions throughout construction. The Engineer must perform periodic site visits throughout construction to assess site conditions. The

Engineer, with the concurrence of the Contractor and the Contracting

Officer, must update the excavation, sheeting, shoring, and dewatering plans as construction progresses to reflect actual site conditions and submit the updated plan and a written report (with professional stamp) at least monthly informing the Contractor and the

Contracting Officer of the status of the plan and an accounting of

Contractor adherence to the plan; specifically addressing any present or potential problems. The Engineer must be available to meet with the Contracting Officer at any time throughout the contract duration.

The Contractor will bear all costs of the Engineer.

A10 1.3.2 Piles

If piles are required, perform quality assurance for pile construction in accordance with UFC 1-200-01, DoD Building Code (General Building

Requirements). Pile installation procedures and installed piles must be inspected and found to be in compliance with these specifications prior to acceptance of the work.

PART 4 - SECTION A10 - Page 5

Provide test piles as directed by the Contractor’s Geotechnical

Engineer.

Perform pile load tests, if required, in accordance with UFC 1-200-01.

Submit results of the pile test program and final pile installation criteria to the Contracting Officer prior to installation of the production piles.

If deemed necessary by the Contractor’s Geotechnical Engineer, use the dynamic wave equation method of analysis, pile driver analyzer, to validate pile and pile hammer compatibility, establish pile driving criteria, establish terminal penetration resistance, or verify as-driven capacity of the pile.

Perform PDA or static pile load test (American Society for Testing and Materials - ASTM D 1143) for piles with an allowable design capacity equal to or greater than 40 tons. When required, perform

PDA on all indicator or test piles. Perform CAPWAP analysis on at least one test (indicator) pile to determine capacity with a minimum three-day set-up and develop pile installation criteria.

A10 1.4 DESIGN SUBMITTALS

Provide design submittals in accordance with Z10, General Performance

Technical Specifications, Part 2 Section 01 33 10.05 20, Design Submittal

Procedures, Facilities Criteria (FC) 1-300-09N, Navy and Marine CorpsDesign

Procedures,UFC 3-220-01, Geotechnical Engineering, and UFC 1-200-01, DoD

Building Code (General Building Requirements).

UFGS sections listed below or in the body of the PTS text are to be used by the Designer of Record (DOR) as a part of the design submittal. The DOR must edit these referenced UFGS sections and submit them as a part of the design submittal specification. Edit the specification sections in accordance with the limitations stated in PTS Section Z10, General

Performance Technical Specifications.

UFGS Section 31 23 00.00 22 Excavation and Fill

A10 1.5 CONSTRUCTION SUBMITTALS

Submit construction submittals in accordance with PTS Section Z10, General

Performance Technical Specifications. In addition to the Z10 requirements, the Designer of Record (DOR) must approve the following submittals as a minimum:

All structural elements necessary for construction

Contractor-provided geotechnical report

Controlled fill or backfill material tests

Test pile and production pile installation records

Pile load testing reports

PART 4 - SECTION A10 - Page 6

As-Built drawings - Include a statement on the drawings indicating the method used to verify the allowable design capacity of the piles

(load tests or PDA).

A1010 STANDARD FOUNDATIONS

A1010 1.1 SHEETING AND SHORING

Provide sheeting and shoring as required. Provide sheeting and shoring plans signed by the Contractor's Geotechnical Engineer.

A1010 1.2 TERMITE CONTROL

A1010 1.2.1 Termite Control Barrier System

Formulate and apply termiticide in accordance with the manufacturer's label directions. Provide termiticide with a label bearing evidence of registration by the U.S. Environmental Protection Agency or appropriate requirements of the host country.

Apply termiticide to the soil that will be covered by or lie immediately adjacent to the building(s) and structure(s), providing a protective barrier against subterranean termites.

Maintain the Pest Management Maintenance Record, DD Form 1532-1 and submit the Pest Management Report, DD Form 1532 as required.

Provide applicator(s) that are licensed or certified by the Federal government or the state or the host country, as applicable.

A1010 1.2.2 Warranty

Provide a 3-year written warranty against infestations or reinfestation by subterranean termites of the buildings or building additions constructed under this contract. Perform annual inspections of the building(s) or building addition(s). If live subterranean termite infestation or subterranean termite damage is discovered during the warranty period, and building conditions have not been altered in the interim:

a. Perform treatment as necessary for elimination of subterranean termite infestation;

b. Repair damage caused by termite infestation;

c. Reinspect the building approximately 180 calendar days after the repair.

A1010 1.2.3 Visual Inspection Guide

To maintain resistance to termites, complete the system and do not disturb, penetrate or damage during the remaining contract time period. Provide Manufacturer’s Guidance for performing a visual assessment of the installed system to ensure the system provides the designed termite physical barrier.

PART 4 - SECTION A10 - Page 7

A101001 WALL FOUNDATIONS

Provide wall foundations as required in accordance with the requirements of this section and other portions of this RFP.

A101002 COLUMN FOUNDATIONS AND PILE CAPS

Provide column foundations or pile caps and grade beams as required in accordance with the requirements of this section and other portions of this RFP.

A1020 SPECIAL FOUNDATIONS

A102001 PILE FOUNDATIONS

Where piles are required, design, install, and test piles (including sheet piles, as applicable) in accordance with UFC 1-200-01, except as noted otherwise.

Provide piles in accordance with the requirements of the Contractor’s Geotechnical

Engineer, and the following paragraphs.

A102001 1.1 DRIVING EQUIPMENT

Provide piles (including sheet piles, as applicable) to the required tip elevation and capacity with the appropriate equipment as recommended by the

Contractor's Geotechnical Engineer. Provide pile hammer(s) of sufficient weight and energy to suitably install piles without damage.

Drive production piles with the same hammer, cap block, and cushion materials, and using the same operating conditions as test piles, including pre-augering and spudding.

Pile driving equipment must match the equipment assumptions on which the pile driving formulae used to determine blow counts are based.

A102001 1.2 INSTALLATION TOLERANCES

Locate the center of pile butts not more than four horizontal inches from the location indicated at cutoff elevation. Manipulation of the piles is not permitted. In addition to the stated tolerances, provide a minimum clear distance of five inches between the heads of piles and the edges of pile caps.

Locate top of sheet piles at cutoff elevation within 1/2 inch horizontally and 2 inches vertical of the location indicated. Manipulation of the piles is not permitted.

A variation of not more than 2 percent from the vertical for plumb piles, or not more than 4 percent from the required angle for batter piles will be permitted.

A102001 1.3 MISLOCATED AND DAMAGED PILES

Remove and replace with new piles those piles that are damaged, mislocated, or installed out of alignment tolerance or provide additional piles, installed as directed by the Contractor's Geotechnical Engineer and approved by the Contracting Officer, at no additional cost to the Government.

PART 4 - SECTION A10 - Page 8

A102001 1.4 PILE SPACING

For cast-in-place concrete or augercast piles, provide adequate distance, as determined by the Contractor's Geotechnical/Structural Engineer, between freshly placed concrete and other pile installation operations to avoid damage to concrete.

A102001 1.5 COATED PILES

Handle treated or coated piles so as to protect the treatment or the coating.

Repair damage or defects to treatment or coating.

A102002 CAISSONS

Not Used.

A102003 UNDERPINNING

A102004 DEWATERING

Dewater site for foundation construction as required by soil conditions and local subsurface and surface water, including rainfall, and considering any potential adverse impact on adjacent facilities, including settlement. Dewatering requirements and methods must be established by the Contractor’s Geotechnical

Engineer, based on his subsurface exploration and investigation.

A102005 RAFT FOUNDATIONS

If required, provide a raft foundation as required to achieve the requirements of this section and other portions of this RFP and as required by the Contractor’s

Geotechnical Engineer.

A102006 PRESSURE INJECTED GROUTING

If required, pressure inject grout as required in accordance with the requirements of this section and other portions of this RFP.

A1030 GROUND FLOOR SLABS

A103001 STANDARD SLAB ON GROUND

If allowed by site conditions and recommended by the Contractor-provided

Geotechnical Engineer, provide standard concrete slab on grade to meet the required loading requirement in accordance with the requirements of this section and other portions of this RFP.

Design and construct floor slab on grade in accordance with EM 1110-1-1904, Settlement Analysis, and so that any settlement of the floor slab will not result in harmful distortion of the floor, nor vertical misalignment of the floor with other building components (such as doorways and trenches), building utilities or with pile-supported building elements. If these above conditions cannot be met, provide a pile supported slab.

A103003 TRENCHES

PART 4 - SECTION A10 - Page 9

Provide reinforced concrete trenches with water proof joints and seals to prevent ground water infiltration.

A103004 PITS AND BASES

Provide reinforced concrete pits and bases with water proof joints and seals to prevent ground water infiltration.

A103005 FOUNDATION DRAINAGE

A103005 1.1 PERIMETER FOUNDATION DRAINAGE

Provide a perimeter drainage system to remove water away from the foundation of the facility and to be deposited in the storm sewerage system of the site.

Provide perforated pipe for the foundation drainage system of the type specified, and of a size sufficient to remove water from the foundation successfully. Provide one, or a combination of more than one, of the following types of pipe:

a. Corrugated Polyethylene (PE) Drainage Pipe: ASTM F 405, heavy duty, for pipe 3 to 6 inches in diameter inclusive; ASTM F 667 for pipe 8 to 24 inches in diameter. Fittings must be manufacturer's standard type and must conform to the indicated specifications.

b. Acrylonitrile-Butadiene-Styrene (ABS) Pipe: ASTM D 2751, with a maximum SDR of 35.

c. Polyvinyl Chloride (PVC) Pipe: ASTM F 758, Type PS 46, ASTM D 3034, or ASTM F 949 with a minimum pipe stiffness of 46 psi.

Installation includes wrapping the pipe with filter fabric sock and careful bedding of the pipe with appropriate fill material to ensure that the pipe does not become obstructed with the bedding material.

A103090 OTHER SLAB ON GROUND

A103090 1.1 BLOCK OR BOARD PERIMETER INSULATION

Provide only thermal insulating materials recommended by manufacturer for perimeter insulation. Provide one of the board or block thermal insulations listed below conforming to the following standards:

a. Extruded Preformed Cellular Polystyrene: ASTM C 578

Provide insulation to meet requirements of UFC 3-101-01, Architecture.

-- End of Section --

PART 4 - SECTION A20 - Page 1

SECTION A20

BASEMENT CONSTRUCTION

A20 GENERAL

Not Used

PART 4 - SECTION B10 - Page 1

SECTION B10

SUPERSTRUCTURE

B10 GENERAL

provide generalized technical requirements that apply to multiple facility types and include more requirements than are applicable to any one project. Therefore, only the RFP Part 4 requirements that apply to the project and further define the

B10 1.1 DESIGN GUIDANCE

clarification to the fundamental requirements contained in the following

Government Standards. The general requirements of this PTS section are located in PTS Section Z10, General Performance Technical Specification.

B10 1.1.1 Government Standards

Requirements)(A reference in this PTS section to UFC 1-200-01 requires compliance with the Tri-Service Core

UFCs that are listed therein, which includes the following significant

UFC(s):UFC 3-101-01, Architecture, UFC 3-301-01, Structural Engineering)

UFC 4-023-03

Design of Buildings to Resist

Progressive Collapse

B10 1.2 PERFORMANCE VERIFICATION AND ACCEPTANCE TESTING

Verify satisfactory construction and system performance via Performance

Verification Testing, as detailed in this section of the RFP. Provide special tests and special inspections in accordance with Part 2 Section 01

45 00.05 20, Design and Construction Quality Control. The cost of all testing is included in the Contract.

B10 1.3 DESIGN SUBMITTALS

Provide design submittals in accordance with PTS Section Z10, General

Performance Technical Specifications, Part 2 Section 01 33 10.05 20, Design

Submittal Procedures, Facilities Criteria (FC) 1-300-09N, Navy and Marine

CorpsDesign Procedures, UFC 3-101-01, Architecture, and UFC 3-301-01, Structural Engineering.

PART 4 - SECTION B10 - Page 2

B10 1.4 CONSTRUCTION SUBMITTALS

the Designer of Record (DOR) must approve the following submittals as a minimum:

All structural elements necessary for construction of the superstructure.

B1010 FLOOR CONSTRUCTION

B101001 STRUCTURAL FRAME

Structural frame elements may include columns, girders, beams, trusses, joists, moment frames, shear walls, and bracing. See Section B20, Exterior Enclosure, for additional requirements for exterior walls used as load-bearing walls or shear walls.

B101002 STRUCTURAL INTERIOR WALLS

Provide structural interior walls as required in accordance with the requirements of this section and other portions of this RFP. See Section C10, Interior

Construction, for additional requirements.

B101003 FLOOR DECKS AND SLABS

Provide floor decks as required in accordance with the requirements of this section and other portions of this RFP.

B101005 BALCONY CONSTRUCTION

B101006 RAMPS

B101007 FLOOR RACEWAY SYSTEMS

See Section D50, Electrical, for requirements of any floor raceway systems.

B1020 ROOF CONSTRUCTION

B102001 STRUCTURAL FRAME

Structural frame elements may include columns, girders, beams, trusses, joists, moment frames, shear walls, and bracing. See Section B20, Exterior Enclosure, for additional requirements for exterior walls used as load-bearing walls or shear walls.

B102002 STRUCTURAL INTERIOR WALLS

Provide structural interior walls as required in accordance with the requirements of this section and other portions of this RFP. See Section C10, Interior

Construction, for additional requirements.

PART 4 - SECTION B10 - Page 3

B102003 ROOF DECKS AND SLABS

Provide roof deck as required in accordance with the requirements of this section

B102004 CANOPIES

Provide canopies as required in accordance with the requirements of this section

PART 4 - SECTION B20 - Page 1

SECTION B20

EXTERIOR ENCLOSURE

B20 GENERAL

provide generalized technical requirements that apply to multiple facility types and include more requirements than are applicable to any one project. Therefore, only the RFP Part 4 requirements that apply to the project and further define the

B20 1.1 DESIGN GUIDANCE

clarification to the fundamental requirements contained in the following

Government Standards. The general requirements of this PTS section are located in PTS Section Z10, General Performance Technical Specification.

Industry standards, codes, and Government standards referenced in the section text that are not found in the Unified Master Reference List (UMRL) in the Construction Criteria Base (CCB) at the Whole Building Design Guide

Website , are listed below for basic designation identification. Comply with the required and advisory portions of the current edition of the referenced standard at the time of contract award.

B20 1.1.1 Industry Standards and Codes

NATIONAL LUMBER GRADES AUTHORITY (NLGA)

B20 1.1.2 Government Standards

Military Handbook 1013/1A, Design Guidance for Physical Security of

Facilities

Requirements)(A reference in this PTS section to UFC 1-200-01 requires compliance with the Tri-Service Core

UFCs that are listed therein, which includes the following significant

UFC(s): UFC 3-101-01, Architecture)

UFC 1-200-02

High Performance and Sustainable

Building Requirements

B20 1.2 PERFORMANCE VERIFICATION AND ACCEPTANCE TESTING

Provide verification of satisfactory exterior enclosure system performance via Performance Verification Testing, and by field inspection as detailed http://www.wbdg.org/ccb http://www.wbdg.org/ http://www.wbdg.org/

PART 4 - SECTION B20 - Page 2 in this section of the RFP. Provide special tests and special inspections in accordance with Part 2 Section 01 45 00.05 20, Design and Construction

Quality Control. The cost of all testing is included in the Contract.

B20 1.2.1 Required Brick Masonry Testing and Field Samples

a. Where field testing is required, determine masonry strength in accordance with American Concrete Institute (ACI) 530.1.

b. Field Samples: Masonry Panel Requirements - At the job site submit for approval by the Designer of Record, a sample masonry panel minimum 8 feet long by a minimum of 4 feet high. Actual

Sample size will be determined by number of components in the sample wall but provide a span of at least 4 feet of uninterrupted brickwork and 2 feet above wall openings. The approved sample must exhibit the standard for workmanship and materials for the project. The sample panel must include brick coursing, bond, weep holes, flashing, thickness, anchors, joint reinforcing, wall ties, rigid-board insulation, intersection of walls, bond beams, expansion and control joints, and tooling of joints, range of color, texture of masonry, and mortar color;

or cold-formed steel framing, insulation, fiberglass-faced gypsum sheathing, air barrier, moisture barrier/vapor retarders, exterior enclosure barrier connections to adjoining construction, sealing of exterior enclosure barrier penetrations, sealant, masonry ties and anchors, and tooling of joints, the range of color and texture of brick veneer, and the color of mortar. Protect the sample panel from damage at the site until masonry work is complete and approved, at which time the panel must be removed from the site. If there are windows or curtain walls in the project which interface with the masonry, a cut-away sample window or curtain wall mock-up must be installed in the masonry field panel, with all accessories, finishes, and trim (see B20 1.2.4 and 1.2.5).

Masonry work must match the approved sample.

B20 1.2.2 Air Barrier Field Sample

Designate a portion of the project that reveals the various edge, seam, transition, and penetration conditions that the air barrier is exposed

to. Determine this location with the Contracting Officer and obtain approval of the sealing methods employed on the project from the air barrier Manufacturer. Leave sample area exposed to view as long as practical to serve as a construction standard and comparison of future air barrier construction on the project. Before construction covers the sample area, provide detailed photographs of the air barrier details for future reference.

B20 1.2.3 Air Barrier Performance

Provide air barrier inspection on all projects and air barrier performance testing when required in RFP Part 3, Section B20.

B20 1.2.3.1 Air Barrier Inspection

Coordinate all subcontractors that provide part of the air barrier construction to provide an air tight barrier. Review

PART 4 - SECTION B20 - Page 3 the air barrier prior to being covered by subsequent construction to confirm that the air barrier complies with the following requirements;

a. Prior to applying an air barrier, confirm that the substrate complies with conditions required by the applied air barrier material manufacturer.

b. Air barrier must create a continuous barrier, without gaps, "fish mouths", holes, unsealed seams, or unsealed penetrations.

c. Air barrier components are compatible and capable of being permanently connected to form an air tight barrier.

d. Construction of the air barrier complies with air barrier design as indicated in the Basis of Design and exterior enclosure barrier drawings.

e. Air barrier is installed in accordance with manufacturer's standard details available on the Air

Barrier Association of America (ABAA) website named "Air

Barrier Materials, Components, Assemblies & Systems" and found at the following web link;

http://www.airbarrier.org/materials/assemblies_e.php

B20 1.2.3.2 Air Barrier Performance Testing

Provide air barrier testing and repair as follows (coordinate with infrared thermal testing):

a. Provide a testing plan as a part of the Commissioning Plan and notify the Contracting Officer 7 working days before the testing will take place. Do not test the building until verifying that the continuous air barrier is in place and installed without failures in accordance with installation instructions so that repairs to the continuous air barrier, if needed to comply with the required air leakage rate, can be done in a timely manner.

Also coordinate building access during the test with the

Contracting Officer. Perform pretest inspection with all parties involved in the test and possible repairs of the building enclosure. Record pretest conditions and utilize pictures to assist in the documentation.

b. Designer of Record (DOR) must utilize UFGS Section 07 05

23, Pressure Testing an Air Barrier System for Air

Tightness,and Contractor must perform testing as described in that specification. Where conflicts exist between the UFGS Section 07 05 23 and this performance specification, UFGS Secction 07 05 23 will govern. The air leak flow rate must not exceed 0.25 CFM at 75 Pa per square foot of building enclosure area including roof or ceiling, walls and floor as provided by the DOR.

Method 1: This test consists of measuring the flow rates required to establish 12 positive and 12 negative building pressures from at least 25 Pa to at least 50 Pa.

Take at least 12 bias pressure readings across the building enclosure averaged over 5 seconds each before and after the test. None of these readings must exceed http://www.airbarrier.org/materials/assemblies_e.php

PART 4 - SECTION B20 - Page 4

30% of the minimum test pressure.

Method 2: this test consists of measuring the flow rates required to establish 12 positive building pressures from at least 50 Pa to at least 75 Pa. Takeat least 12 bias pressure readings across the building enclosure averaged over 5 seconds each before and after the test. None of these readings must exceed 20% of the minimum test pressure.

The test results must be either pass or fail. Provide the theoretical size of the opening that leaks the same amount as the building enclosure at 75 Pa, to facilitate the search for leaks and repair of the exterior enclosure.

c. Provide infrared thermography to determine air leakage paths if facility fails to retain the required air pressure in the test above. Utilize infrared cameras with a resolution of 0.1 degree C or better.

Perform infrared thermography in accordance with ISO

6781:1983 and American Society for Testing and

Materials (ASTM) C1060 and B20 1.2.4 Thermal Envelope

Performance Testing (Infrared Thermography). Determine air leakage pathways in accordance with ASTM E1186-03

Standard Practices for Air Leakage Site Detection in

Building Envelopes and Air Barrier Systems, and perform corrective work as necessary to achieve the whole building air leakage rate specified.

Modify construction to stop identified air leakage until target is reached. Correct air path leaks at the source of the leak, do not use sealant to close air leakage paths that are required to be opened for maintenance of the facility such as fixtures, switches covers, receptacle covers, access doors, etc.

d. Seal air leaks in the following order of priority:

1. Top of the building. These include attics, roof/wall intersections, penthouse doors and walls, HVAC equipment.

2. Bottom of the building. These include ground floor access doors and inspection hatches, exhaust and air intake vents, service penetrations of enclosure, crawl spaces.

3. Vertical shafts. These include gasket stairwell fire doors, fire hose cabinets and recessed toilet accessories connected to vertical shaft, vertical and horizontal utility penetrations in service rooms, elevator rooms and shafts.

4. Exterior walls. These include weather strip doors and windows, exhaust fans and ducts, service penetrations, electrical receptacles, wall base.

B20 1.2.4 Thermal Envelope Performance Testing (Infrared Thermography)

PART 4 - SECTION B20 - Page 5

Where required in RFP Part 3 or B20 1.2.3.2 Air Barrier Performance

Testing, provide infrared thermal testing and repair as follows

(coordinate with air barrier testing):

a. Test the building envelope using Infrared Thermography technology. Complete thermography testing in accordance with the requirements of ASTM C1060 and ISO 6781. The Contracting

Officer will witness the testing. Testing must occur just before the building air tightness test. Testing must also occur during the air tightness test so that areas of building air leaks are detected. If the building air tightness test is failed, repeat thermographic testing just before and during subsequent air tightness tests until the air tightness test is successful.

b. Thermography Test Procedures: Submit detailed test procedures indicating the test apparatus, the test methods and procedures, and the analysis methods to be employed not later than 60 days after Notice to Proceed.

c. Thermography Test Report: Provide a report. The report must include thermographs in color and a color temperature scale to define the temperature indicated by the various colors. The report must identify the high temperature reading, the outdoor air temperature, the building indoor air temperature, and the wind speed and direction. The report must note any areas of compromise in the building envelope, and must note all actions required and taken to correct those areas.

d. Final Test: Final thermography test report must demonstrate the problem areas have been corrected. Submit the complete test and analysis for review and approval.

B20 1.2.5 Required Records for Concrete Wall Panels

B20 1.2.6 Precast Concrete Wall Panel Surface Finish Sample

B20 1.2.7 Window Sample Mock-Up

a. Provide mock-up of one (1) typical combination window unit to be used within the project and conduct a field mock-up test in strict compliance with American Architectural

Manufacturers Association (AAMA) 502 method A and method B. Each opening must be tested to achieve performance of American

Society of Civil Engineers (ASCE) 7-02 calculated requirements

(PSF or Kg/m2) for water resistance, which must not exceed .667

% of the products capable water based on AAMA 101/I.S.2.

Allowable rates of air leakage for field testing must be 1.5 times applicable AAMA 101/I.S.2 rate for the Product Type and

Performance Class.

b. Opening is to be tested under "Quality Control" testing by a designated independent testing agency.

1) Schedule mock-up installation sufficiently in advance of need to allow adequate time for cure of sealants, testing and

PART 4 - SECTION B20 - Page 6 reconstruction, if needed, without delaying the project.

2) Build mock-up in building enclosure wall in location selected by Owner and Architect.

3) Modify mock-up construction and perform additional tests as required to achieve specified minimum acceptable results. If corrections are not adequate, construct new mock-up, at written direction of Owner and Architect. Co-ordinate construction of mock-up with other involved trades.

4) Approved mock-ups may become part of completed Work if undisturbed at time of Substantial Completion.

5) Flood test Mock-up window subsill and obtain approval of DOR prior to installing window unit.

B20 1.2.8 Curtain Wall Systems Field Sample and Testing

a. At the job site submit for approval by the Designer of Record, a sample curtain wall installation which may be a cut-away portion of a curtain wall, if appropriate, to show the construction, the workmanship, tie-in to building, infiltration and moisture barriers, wrap, flashing, head, window unit installation where required, sill, lintel if required, interior and exterior trim, anchors and reinforcing, and sealants.

b. Provide mock-up of (1) designated Curtain Wall System unit to be used in conducting a field mock-up test in strict compliance with AAMA 503 method A and method B. Each opening must be tested to achieve performance of ASCE 7 calculated requirements (PSF or Kg/m2) for water resistance, which must not exceed the derived water expectation of 0 infiltration at the calculated

Design Pressure. Allowable rates of air leakage for field testing must be .30 CFM/Ft2 of wall area test specimen.

Performance test at 6.24 PSF allows .30 cfm/ft2. Opening is to be tested under "Quality Control" testing by a designated independent testing agency.

1) Schedule mock-up installation sufficiently in advance of need to allow adequate time for cure of sealants, testing and reconstruction, if needed, without delaying the project.

2) Build mock-up in building enclosure wall in location selected by DOR.

3) Modify mock-up construction and perform additional tests as required to achieve specified minimum acceptable results.

If corrections are not adequate, construct new mock-up, at written direction of DOR. Co-ordinate construction of mock-up with other involved trades.

4) Approved mock-ups may become part of completed Work if undisturbed at time of Substantial Completion.

Protect the sample curtain wall from damage at the site until curtain wall construction work is complete and approved, at which time the

PART 4 - SECTION B20 - Page 7 panel must be removed from the site. On projects where the curtain wall interfaces with masonry walls, a cut-away sample curtain wall must be installed with the masonry sample panel. Curtain wall installations must match the approved sample.

Water Penetration: No water penetration must occur when the wall is tested in accordance with ASTM E 331 at a differential static test pressure of 20 percent of the inward acting design wind pressure as specified, but not less than 15 psf. Make provision in the wall construction for adequate drainage to the outside of water leakage or condensation that occurs within the outer face of the wall. Leave drainage and weep openings in members and wall open during test.

B20 1.3 DESIGN SUBMITTALS

Provide design submittals in accordance with PTS Section Z10, General

Performance Technical Specifications, Part 2 Section 01 33 10.05 20, Design

Submittal Procedures, Facilities Criteria (FC) 1-300-09N, Navy and Marine

CorpsDesign Procedures, UFC 3-101-01, Architecture,and UFC 3-301-01, Structural Engineering.

In addition, UFGS sections listed below or in the body of the PTS text are to be used by the Designer of Record (DOR) as a part of the design submittal.

If the UFGS products or systems are applicable to the project, the DOR must edit these referenced UFGS sections and submit them as a part of the design submittal specification. Edit the specification sections in accordance with the limitations stated in PTS section Z10, General Performance

Technical Specifications.

UFGS Section 08 34 16.10, Steel Sliding Hangar Door

UFGS Section 08 34 16.20, Vertical Lift Fabric Door

B20 1.4 CONSTRUCTION SUBMITTALS

the Designer of Record (DOR) must approve the following submittals as a minimum;

Shop drawings for reinforcing steel in masonry walls, doors, door hardware, windows, storefront, curtainwall, glazing, paint, exterior enclosure barrier systems, and visible exterior materials.

All structural elements necessary for construction.

B20 1.4.1 Manufacturer's Verification Inspection Documentation for

Galvanized Steel

Submit manufacturer's verification inspection documentation for all galvanized steel in accordance with ASTM A123, ASTM A 153, and ASTM

A 653.

B20 1.4.2 Field Inspection of Field-erected Concrete Panels

PART 4 - SECTION B20 - Page 8

a. Perform field inspection of panel welded connections. Furnish the services of AWS-certified welding inspector for erection inspections. Welding inspector must visually inspect all welds and identify all defective welds.

b. Notify the DOR in writing of defective welds, bolts, nuts and washers within 7 working days of the date of inspection. Remove all defective connections or welds and re-welded or repaired as required by the DOR.

B20 1.4.3 Sustainable Construction Submittals

Submit sustainable construction submittals in accordance with Part

2 Section 01 33 29.05 20, Sustainability Reporting for Design-Build.

B2010 EXTERIOR WALLS

Provide exterior wall construction that consists of exterior skin system of non-structural outside face elements with rain-screen back-up wall systems that include; flashing (embedded, exposed, and thru-wall), a water resistive barrier, moisture barrier/ vapor retarder (if required), air barrier, and insulation systems with interior skin system materials to provide a protective finish on the inside face of exterior walls. Provide all components necessary for a shingled water resistive barrier to direct water that would penetrate the wall to be directed to the outside of the wall. Provide exterior enclosure components and barriers in accordance with UFC 3-101-01, Architecture.

Design all work to comply with UFC 3-101-01, Architecture, and UFC 3-301-01, Structural Engineering, and the following requirements:

a. Vapor Pressure and Hygrothermal Analysis - Perform a job specific vapor pressure and hygrothermal analysis in accordance with UFC 3-101-01, Architecture. The conclusion of the analysis must indicate if a moisture barrier/ vapor retarder is required, the appropriate locations of needed moisture barrier/ vapor retarder, and anticipated dew-point locations in the exterior enclosure during different critical times of the year.

b. Wind Loads - Provide wind load calculations for exterior cladding in accordance with UFC 1-200-01 and UFC 3-301-01 with comparative analysis of the cladding system to be provided.

c. Water Penetration - No water penetration must occur at a pressure of 8 psf of fixed area when tested in accordance with ASTM E 331.

d. Insulating Value – Comply with UFC 3-101-01, Architecture, for the

American Society of Heating, Refrigerating, and Air-Conditioning Engineers

(ASHRAE) standards to determine the minimum insulating value of the complete wall system.

B201001 EXTERIOR CLOSURE

B201001 1.1 MASONRY VENEER EXTERIOR WALL CLOSURE COMPONENTS

B201001 1.1.1 General Requirements

a. The masonry veneer includes the non-load bearing exterior walls of the structure, and also includes colored mortar, special shapes such as sills, headers, trim units and copings of brick masonry, precast concrete, concrete masonry units, or other

PART 4 - SECTION B20 - Page 9 approved materials. Tie the veneer to the backup wall system with a system that allows the veneer to move independently of the backup wall system, while being structurally supported.

Allow for expansion and contraction of the veneer without cracking the exterior material.

b. Use running bond, tooled concave joints and full head joint weeps at 24 inches on center in the course immediately above the base flashing. Where rowlocks are permitted, slope rowlocks and project not less than 1/2 inch beyond the face of the wall to form a wash and drip. Where required, provide colored mortar conforming to ASTM C270. Provide special shapes where required.

c. Locate expansion/control joints and seal with proper backing material and ASTM C 920 polyurethane sealant, or preformed foam or rubberized expansion joint closure. Conform to UFC 3-101-01 and BIA Technotes 18, 18A. Match joint color of the brick, unless DOR directs otherwise.

d. Conform to ACI 530.1 for masonry veneer installation, including cold weather construction. Antifreeze admixtures are not to be used.

e. Clean the masonry in accordance with manufacturer's instructions and BIA Technote 20.

f. Utilize BIA Technical Notes to design, detail, and construct brick masonry walls. This PTS section amends the BIA documents and takes precedence over similar BIA requirements.

Substitute directive language in the place of BIA suggestive language as required in PTS Section Z10, General Performance

Technical Specifications. The results of these wording substitutions change this document to required procedures.

B201001 1.1.2 Face Brick

a. Brick Masonry Appearance - Do not change source or supply of materials after brick manufacturing work has started. Blend all brick to produce a uniform appearance when installed. An observable "banding" or "layering" of colors or textures caused by improperly mixed brick is unacceptable.

b. Brick Type – Provide brick in accordance with ASTM C216, Grade

SW, type FBX. Test rating of ASTM C67 must be "Not effloresced".

B201001 1.1.3 Split Faced or Ground Faced Masonry

B201001 1.1.4 Cast Stone Trim Units

a. Cast stone must be the product of a manufacturer regularly engaged in the manufacture of architectural cast stone (precast concrete building unit) products. Meet or exceed the requirements of ASTM C 1364.

b. Trim units of cast stone include sills, fascias, header units, copings and other trim units as required by the approved design.

B201001 1.1.5 The Wall Cavity

PART 4 - SECTION B20 - Page 10

Comply with UFC 3-101-01, Architecture and BIA Technical Notes 21A, 21B, 21C, 28B.

B201001 1.1.6 Through-Wall Flashing Components

Provide through-wall flashing over all openings, spandrels, shelf angles, lintels, and built-in structural steel members. Provide through-wall flashing below all openings, parapets copings, sills, and at the base of the wall. Provide a method of weeping water collected by the through-wall flashing to the outside of the wall.

a. Incorporate weep holes to align with through-wall flashing in cavity wall construction as required by UFC 3-101-01, Architecture, and BIA Technotes. Install flashing according to

BIA Technotes 7, 7A, 7B, 21A, 21B, 21C, 28B, and SMACNA figures

4-1A and 4-1B. Extend metal drip edge flashing beyond the wall plane using a 1/4 inch preformed 45 degree angle turn down.

b. Provide flashing material as required by UFC 3-101-01, Architectureand the following: Provide flashing of 7 ounce copper flashing with a 3 ounce bituminous coating on each side or a fiberglass fabric bonded on each side of the copper sheet.

Sixteen (16) ounce uncoated copper, 28 gauge Type 302 or 304 stainless steel is also acceptable. 'Flexible membrane flashing, plastic or PVC-based membrane flashing is prohibited.

Lap and seal turndown solid metal drip edge flashing to through-wall flashing. Refer to "Flashing" in this section to find requirements for non-through-wall flashing.

c. Incorporate the through-wall flashing in the water resistive barrier and seal joints to flashing to form a shingled effect and direct water to the exterior to the exterior enclosure and away from back-up wall assembly.

d. Where flashing is not continuous,…