W912QR-01485973_NRP16_VolB-0000.pdf

Solicitation For Army Reserve National Roofing Program FY20 Task Order 16

P2: 484076

Design-Bid-Build Volume B of A-C

Volume A – Task Order Requirements Volume B – IA014, Dubuque, IA Volume C – KS010, Great Bend, KS

19 August 2020

W912QR-01485973

MATOC

W912QR20D0014 thru 0020

ARIMS: 200A

Disposition: Maintain for 15yrs after construction

W912QR-01485973_NRP16_VolB-0000

Army Reserve National Roofing Program FY20 Task Order 16

Volume B

IA014, Dubuque, IA

Site Specific Plans and Specifications

IA014 Certified Final Specifications 07/31/20 IA014 Certified Final Drawings 07/31/20

August/2020 Solicitation

ARIMS: 200A

Disposition: Maintain for 15 yrs after construction

PROJECT SPECIFICATIONS

FOR

NATIONAL ROOFING PROGRAM (NRP)

FY19 PROJECT IA014

U.S. ARMY RESERVE CENTER, DUBUQUE, IOWA

July 31, 2020

REI PROJECT NO. 19CHS-057

Contract No.

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 33 00.00 06 SUBMITTAL PROCEDURES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 01 50 PREPARATION FOR REROOFING

07 52 00.00 48 SBS-MODIFIED BITUMINOUS MEMBRANE ROOFING SYSTEM

07 62 00.00 48 FLASHING AND SHEET METAL

DIVISION 09 - FINISHES

09 91 13 EXTERIOR PAINT

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.01 RELATED DOCUMENTS

Drawings and general provisions of the Contract and Specification Sections apply to this Section.

1.02 WORK COVERED BY CONTRACT DOCUMENTS

A. Work Includes

This work includes the provision of all labor, material, equipment, supervision and administration to integrate the work outlined in this project manual into the total building system such that no leakage into the system occurs.

B. Project Description

1. USARC MAIN BUILDING

Sectors A, B, and C (Approximately 20,052 square feet):

Remove and dispose of the existing roof system including flashings and sheet metal down to the existing lightweight pour; Mechanically attach a base sheet; fully adhere a vapor barrier; install insulation system as specified; adhere a two-ply modified bitumen roof membrane along with flashings, accessories, and provide sheet metal flashings and trim to provide a complete, watertight, 20-year warrantable roof assembly.

Raise mechanical equipment to provide adequate flashing heights.

Remove existing abandoned equipment where indicated on the drawings and fill opening.

Properly prepare and paint existing screen wall supports and associated framing.

Remove and replace metal screen wall panels.

Remove and dispose of the existing screen wall where indicated.

2. OMS BUILDING

Sectors A and B (Approximately 4,503 square feet): Remove and dispose of the existing roof system including flashings and sheet metal down to the existing steel deck;

mechanically attach gypsum board, fully adhere vapor barrier; install insulation system as specified; adhere a two-ply modified bitumen roof membrane along with flashings, accessories, and sheet metal flashings and trim

IA014 SECTION 01 11 00 Page 1 to provide a complete, watertight, 20-year warrantable roof assembly.

Install new overflow scuppers where indicated on the drawings.

C. Location

The work is at the location shown on the drawing sheet G-001.

1.03 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract. Contractor to minimize interruption of existing operations during construction.

Before work is started, arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.04 EXISTING WORK

In addition to FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements:

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

IA014 SECTION 01 11 00 Page 2

SECTION 01 14 00

WORK RESTRICTIONS

11/11

PART 1 GENERAL

1.01 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control. When used, a designation following the "G" 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

List of Contact Personnel; G , Accident Prevention Plan; G

1.02 CONTRACTOR ACCESS AND USE OF PREMISES

A. Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

1. Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

2. Tobacco Products

A. Tobacco use (to include cigarettes, cigars, cigarillos, smokeless tobacco and/or electronic cigarettes, inhaled tobacco, and all other tobacco products designed for human consumption)is prohibited in all DA-occupied workplaces except for designated smoking areas. The workplace includes any area inside a building or facility over which DA has custody and control, and where work is performed by military personnel, civilians, or persons under contract to the Army.

B. Use of Site

Limit use of premises to work in areas indicated. Do not disturb portions of site beyond areas in which the Work is indicated.

IA014 SECTION 01 14 00 Page 1

1. Limits: Confine constructions operations to areas of work being renovated as approved by Engineer and Owner.

2. Driveways and Entrances: Keep driveways and entrances serving premises clear and available to User, User's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.

a. Schedule deliveries to minimize use of driveways and entrances.

b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

3. Move any stored materials and equipment that interfere with operations of the User.

C. Use of Existing Building

Maintain existing building in a weathertight condition throughout construction period.

Protect building, its contents, and its occupants during construction period.

The Contractor shall not overload or permit any part of the structure to be loaded with such weights as will endanger its safety or to cause excessive deflection. Materials placed on the roof prior to installation shall be equally distributed over the roof area.

Protect any existing surface improvements, such as pavements, curbs, sidewalks, lawn and landscaped areas, utilities, etc.

Repair to the User's and Engineer's satisfaction, or to restore to a condition equal to that existing at the time of award of Contract, or to make restitution acceptable to the Owner, any and all damages to the building, its contents, or surface improvements resulting from, or attributable to, the work operation.

D. Working Hours

Work hours shall generally be performed during normal business hours.

E. Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval, and may not be approved. Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

IA014 SECTION 01 14 00 Page 2

F. Occupied Buildings

The Contractor shall be working on existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer.

The existing buildings and their contents must be kept secure at all times. Provide temporary closures as required to maintain security as directed by the Contracting Officer.

G. Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays.

Conform to procedures required in paragraph WORK OUTSIDE

REGULAR HOURS.

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, and compressed air, are considered utility cutovers pursuant to the paragraph WORK OUTSIDE REGULAR HOURS.

1.03 SECURITY REQUIREMENTS

Contractor shall be required to follow all security procedures set forth by the Owner, including scheduling requirement, limited use of electronic and photographic equipment, etc.

1.04 Safety

Safety shall be the contractors responsability. Contractor shall be responsible for developing a job specific safety plan.

It is the responsability of the contractor to enforce safety precautions and to ensure safety measures are followed at all times the contractor's and Subcontractor's personnel.

The Contractor shall submit an accident prevention Plan.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

IA014 SECTION 01 14 00 Page 3

SECTION 01 33 00.00 06

SUBMITTAL PROCEDURES

06/18

PART 1 GENERAL

This is a MILCON Design/Bid/Build Project.

1.01 DEFINITIONS

A. Submittal

Contract Clauses FAR 52.236-5, Material and Workmanship, paragraph (b) and FAR 52.236-21, Specifications and Drawings for Construction, paragraphs (d), (e), (f), and Alternate I apply to all submittals.

B. Submittal Descriptions (SD)

Submittal requirements are specified in the technical sections.

Submittals required are identified by SD numbers and titles as follows:

SD-01 Preconstruction Submittals

A document, required of the Contractor, or through the Contractor, from a supplier, installer, manufacturer, or other lower tier Contractor, the purpose of which is to confirm the quality or orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel, qualifications, or other verifications of quality.

SD-02 Shop Drawings

Submittals which graphically show relationship of various components of the work, schematic diagrams of systems, details of fabrication, layouts of particular elements, connections, and other relational aspects of the work.

SD-03 Product Data

Preprinted manufacturer material describing a product, system, or material, such as catalog cuts.

SD-04 Samples

Samples, including both fabricated and un-fabricated physical examples of materials, products, and units of work as complete units or as portions of units of work.

SD-05 Design Data

Submittals, which provide calculations, descriptions, or

IA014 SECTION 01 33 00.00 06 Page 1 documentation regarding the work.

SD-06 Test Reports

Reports of inspections or tests, including analysis and interpretation of test results.

SD-07 Certificates

Statement signed by an official authorized to certify on behalf of the manufacturer of a product, system or material, attesting that the product, system or material meets specified requirements. The statement must be dated after the award of the contract, must state the Contractor's name and address, must name the project and location, and must list the specific requirements, which are being certified.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material; including special notices and material safety data sheets, if any, concerning impedances, hazards, and safety precautions.

SD-09 Manufacturer's Field Reports

Daily reports from specially suppliers to the contractor that provide information, data, tests result for a product.

SD-10 Operation and Maintenance Data

Data, which forms a part of an operation and maintenance manual.

SD-11 Closeout Submittals

All data, documentation, information, and drawings to achieve contract closeout.

C. Approving/Acceptance Authority

Office or designated person authorized to approve/accept the submittal.

D. Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

1.02 SUBMITTALS

Government approval/acceptance is required for submittals with a "G" designation; submittals not having a "G" designation are for information only (FIO) or as otherwise designated. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with LRL Section 01 33 00.00 06 SUBMITTAL

IA014 SECTION 01 33 00.00 06 Page 2

PROCEDURES:

SD-01 Preconstruction Submittals

Submittal register; G, RO

1.03 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

A. Government Approved/Accepted (G)

All submittals classified for Government Approval/Acceptance (G) are identified in the approved submittal register Form 4288. A code following the "G" designation indicates the action authority; "no code" or code of "RO" for Resident Engineer Office action, code of "DO" for District Office action, and a code of "AE" for Architect-Engineer or Engineering Division Designer of Record action.

1. Government Approved

Government approval is required for all specification submittal items found in specifications having structural steel connections, extensions of design, Fire Protection/Life Safety, and Commissioning of HVAC, and other items as designated by the Contracting Officer. Government approval (G) is also required for all submittals designated as such in the technical specifications. Within the terms of Section CONDITIONS of the CONTRACT, paragraph "Specifications and Drawings for Construction," they are considered to be "shop drawings". The Government will review all submittals designated as deviating from the Solicitation, as described below.

2. Government Accepted

Government acceptance applies to the Quality Control Plan, the Accident Prevention Plan, and the Drug Free Workplace Certification. These submittals are within the terms of Section CONDITIONS of the CONTRACT entitled "Inspection of Construction", "Accident Prevention", and "Drug Free Workplace" respectively. The Government will review all submittals designated as deviating from the Solicitation or Accepted Proposal, as described below.

B. Information Only

All Contractor submittals not requiring Government approval/acceptance will be for information only. FIO submittals are identified in the approved submittal register Form 4288.

They are not considered to be "shop drawings" within the terms of the Contract Clause referred to above. FIO Submittals will be retained at the project site and reviewed prior to Preparatory Meetings.

IA014 SECTION 01 33 00.00 06 Page 3

1.04 ELECTRONIC FILE FORMAT

Provide submittals other than material samples in both hard copy (paper) and electronic formats. Electronic format shall be in Adobe.PDF format, unless otherwise specified or directed by the Contracting Officer's Representative (COR). The electronic submittal file must be compiled as a single, complete document. The electronic submittal file must be named specifically according to its contents (e.g. 01 45 04.10 06 Quality Control Plan.pdf). Scanned files must be of sufficient quality that all information is legible. When required, the electronic file must include a valid electronic signature, or scan of a signature.

All submittals and supporting documents to be submitted through RMS.

If file size exceeds capabilities of RMS, Contractor shall provide through an electronic file sharing system such as the AMRDEC SAFE Web Application located at the following website:

https://safe.amrdec.army.mil/safe/

1.05 APPROVED/ACCEPTED SUBMITTALS

The Contracting Officer's approval/acceptance of submittals shall not be construed as a complete check, but will indicate only that the general method of construction, materials, detailing and other information are satisfactory. Approval/acceptance will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor under the Contractor Quality Control (CQC) requirements of this contract is responsible for dimensions, the design of adequate connections and details, and the satisfactory construction of all work. After submittals have been approved/accepted by the Contracting Officer, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

1.06 DISAPPROVED/NON-ACCEPTED

The Contractor shall make all corrections required by the Contracting Officer and promptly furnish a corrected submittal in the form and number of copies specified for the initial submittal. If the Contractor considers any correction indicated on the submittals to constitute a change to the contract, a notice in accordance with FAR 52.243-4 - Changes shall be given promptly to the Contracting Officer.

1.07 WITHHOLDING OF PAYMENT

Payment for materials incorporated in the work will not be made if required approvals/non-acceptance have not been obtained.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.01 SUBMITTAL REGISTER

At the end of LRL Section 00 80 00.00 06, SPECIAL PROVISIONS, is a submittal register showing items for which submittals are required by the specifications; this list may not be all inclusive and additional submittals may be required. The Contractor shall maintain a submittal

IA014 SECTION 01 33 00.00 06 Page 4 register for the project .

A. All Submittals Which Exceed the Detail Shown on the Contract Drawings

1. Submittal's Electronic Format

LRL Section 00 80 00.00 06, SPECIAL PROVISIONS, Paragraph "As-Built Drawings", also require submittal details or drawings which exceed that which is shown on the contract drawings to be transmitted in electronic format. All such submittals must include, along with the hard copy of the drawings required above, CADD files of the submittal in the Using Agency's CAD format, for incorporating into as-built or record drawings. These submittals include those that reflect structural details, foundation layouts, equipment, sizes, mechanical room layouts, and other similar data, including all extensions of design, which were not shown or have changed from the original drawings.

3.02 REAL PROPERTY RECORD, DD FORM 1354

The Contractor shall promptly furnish and shall cause any sub-contractor or supplier to furnish, in like manner, unit prices and descriptive data required by the Government for Property Record purposes of fixtures and equipment furnished and/or installed by the Contractor or sub-contractor, expected prices do not need to be provided for Government-Furnished Property. Current version of DD1354 shall be used. Reference UFC 1-300-08 and attached example DD Form 1354.

3.03 SCHEDULING

Submittals covering component items forming a system or items that are interrelated shall be scheduled to be coordinated and submitted concurrently. Certifications to be submitted with the pertinent drawings shall be so scheduled. Adequate time (a minimum of 30 calendar days exclusive of mailing time, shall be allowed and shown on the submittal register for review and approval. No delay damages or time extensions will be allowed for time lost in late submittals.

3.04 TRANSMITTAL FORM (ENG FORM 4025)

The transmittal form (ENG Form 4025)shall be used for submitting both Government approved/acceptance and information only submittals in accordance with the instructions on the reverse side of the form.

Form 4025 will either be furnished to the Contractor or included in the QCS software that the Contractor is required to use for this contract. Form 4025 shall be properly completed by filling out all the heading blank spaces and identifying each item submitted. Special care shall be exercised to ensure proper listing of the specification paragraph and/or sheet number of the contract drawings pertinent to the data submitted for each item.

3.05 SUBMITTAL PROCEDURE

Submittals shall be made as follows:

IA014 SECTION 01 33 00.00 06 Page 5

A. Procedures

The Contractor shall submit to the Contracting Officer four (4) copies of all submittals of items requiring shop inspection and two (2) copies of all other submittals as called for under the various headings of these specifications

B. Deviations

For submittals which include proposed deviations requested by the Contractor, the "variation" of ENG Form 4025 shall be checked.

The Contractor shall set forth in writing the reason for any deviations and annotate such deviations on the submittal. The Government reserves the right to rescind inadvertent approval of submittals containing unnoted deviations.

3.06 CONTROL OF SUBMITTALS

The Contractor shall carefully control his procurement operations to ensure that each individual submittal is made on or before the Contractor scheduled submittal date shown on the approved "Submittal Register."

3.07 GOVERNMENT CONFORMANCE REVIEW

If the Government performs a conformance review of other Designer of Record approved submittals, the submittals will be so identified and returned, as described above. Upon completion of review of submittals requiring Government approval, the submittals will be identified as having received approval by being so stamped and dated. One copy of the submittal will be retained by the Contracting Officer and two copies of the submittal will be returned to the Contractor

3.08 INFORMATION ONLY SUBMITTALS

The Contractor is responsible for preparing and retaining two copies of all FIO submittals in a pair of "Government" files at the Contractor's field office. One copy of the FIO submittals will be used for historical record and transferred to the customer upon completion of the project. The second copy will be used for Quality Assurance reviews, but may be retained at the Government's field office at the discretion of the Quality Assurance Representative. Both files shall be maintained in good order and filed by specification section.

A minimum of 30 days in advance of the Approval Needed By date (Submittal Register, ENG Form 4288, Contractor Schedule Dates, Item "t") the Contractor shall submit only the transmittal form (ENG Form 4025-R) to the Government. The required submittal information shall be complete and available for review at the Contractor's field office.

Government personnel will perform discretionary Quality Assurance reviews of the submittals as necessary to satisfy the Government that the Contractor's Quality Control system is providing the specified level of quality. Submittals that contain both Government Approval and Information Only items shall be processed as Government Approved Submittals. Submittals that do not meet the contract requirements will be assigned an "FX" action code by the Contracting Officer, and

IA014 SECTION 01 33 00.00 06 Page 6 the submittal deficiencies will be forwarded to the Contractor. The Contractor shall resubmit for Government Approval and in accordance with Paragraph "Disapproved Submittals"

Approval of the Contracting Officer is not required on information only submittals. The Government reserves the right to require the Contractor to resubmit any item found not to comply with the contract. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the Contracting Officer from requiring removal and replacement of nonconforming material incorporated in the work; and does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe.

-- End of Section --

IA014 SECTION 01 33 00.00 06 Page 7

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 1 OF 4 PAGES

National Roofing Program (NRP) FY19 Project IA019

01 14 00 SD-01 Preconstruction Submittals

1.02 A.1. GList of Contact Personnel

1.04 GAccident Prevention Plan

01 33 00.00 06 SD-01 Preconstruction Submittals

G ROSubmittal register

01 50 00 SD-01 Preconstruction Submittals

1.05 GConstruction Site Plan

1.07 A. GExisting Conditions

Documentation

2.04 GWaste Management Plan

06 10 00 SD-02 Shop Drawings

1.07 B. GModifications of Structural

Members

SD-03 Product Data

2.01 A. GLumber

2.01 B. GPlywood Sheathing

2.02 GFasteners

SD-05 Design Data

1.04 C.Preservative-treated

SD-07 Certificates

1.08 A.Certificates of Grade

1.06Preservative Treatment

07 01 50 SD-01 Preconstruction Submittals

1.06 GQuality Control Plan

SD-03 Product Data

2.01 A. GLightweight Concrete Fill

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P H

C L A S S I F I C A T I O N

G O V T

O R

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NEEDED

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DATE FWD

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AUTH/

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REVIEWER

DATE RCD

FROM OTH

REVIEWER

A C T I O N

C O D E

DATE

OF

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FRM APPR

AUTH REMARKS

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j) (k) (l) (m) (n) (o) (p) (q) (r)

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 2 OF 4 PAGES

07 01 50 2.01 D. GSoil Pipe Extensions

2.01 C. GGalvanized Steel Plates

2.01 B.1. GRoof Deck

2.01 B.2. GRoof Deck Fasteners

2.01 B.3. GDeck Repair Coating

2.01 E. GRoof Drains

07 52 00.00 48 SD-02 Shop Drawings

1.5.6Roof Plan

SD-03 Product Data

2.9 GPre-Manufactured Accessories

2.3 GBase Sheet Materials

2.4 GMembrane Materials

2.5 GFluid Applied Flashing System

2.6 GBituminous Materials

2.7 GInsulation / Board Goods

2.8 GFasteners

SD-05 Design Data

1.5.5 GWind Uplift Calculations

SD-06 Test Reports

GSamples of Built-Up Roofing

SD-07 Certificates

1.5.1 GQualification of

Applicator/Installer

1.5.2 GQualification of Manufacturer

1.5.3 GQualification of Engineer of

Record

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

S P E C

S E C T

DESCRIPTION

ITEM SUBMITTED

P A R A G R A P

A S S I F I C A T I O N

G O V T

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AUTH REMARKS

SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 3 OF 4 PAGES

07 52 00.00 48 GInsulation Certificate

1.5.5 GWind Uplift Resistance

1.5.4 GFire Resistance

SD-08 Manufacturer’s Instructions

GInstallation Instructions:

GBase Flashing Instructions:

1.7 GCold Weather Installation

SD-11 Closeout Submittals

1.10 GWARRANTY

INSPECTION REPORT

07 62 00.00 48 SD-02 Shop Drawings

GGutters

GDownspouts

GGravel stops and fascias

GSplash pans

GCounterflashing

GFlashing at roof penetrations

GReglets

GScuppers

GCopings

GDrip edge

Conductor heads

SD-03 Product Data

2.1.3 GLead Sheet

2.1.4 GAluminum-Zinc (Galvalume)

Alloy-Coated Steel Sheet

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

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P A R A G R A P

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SUBMITTAL FORM,Jan 96 PREVIOUS EDITION IS OBSOLETE PAGE 4 OF 4 PAGES

07 62 00.00 48 2.1.5 GStainless Steel

2.1.9 GElastomeric Joint Sealants

2.1.8 GSolder

2.1.6 GAluminum Alloy

2.1.10 GSelf-Adhering Membrane

2.1.11 GAsphalt Roofing Cement

2.1.14 GFasteners

2.1.12 GRoofing Felt

2.1.13 GAsphalt Primer

2.1.7 GMetal Wall Panels

SD-07 Certificates

Manufacturer Certificates

SD-11 Closeout Submittals

3.16Quality Control Plan

09 91 13 SD-03 Product Data

2.02 GPaints

2.02 GPrimers

2.03 GCleaning Agents

SD-08 Manufacturer’s Instructions

2.02 GManufacturer's Instructions

SUBMITTAL REGISTER

CONTRACT NO.

TITLE AND LOCATION CONTRACTOR

CONTRACTOR:

SCHEDULE DATES

CONTRACTOR

ACTION

APPROVING AUTHORITY

A C T I V I T Y

N O

T R A N S M I T T A L

N O

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S E C T

DESCRIPTION

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REVIEWER

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C O D E

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AUTH REMARKS

SECTION 01 42 00

SOURCES FOR REFERENCE PUBLICATIONS

02/19

PART 1 GENERAL

1.01 REFERENCES

Various publications are referenced in other sections of the specifications to establish requirements for the work. These references are identified in each section by document number, date and title. The document number used in the citation is the number assigned by the standards producing organization (e.g. ASTM B564 Standard Specification for Nickel Alloy Forgings). However, when the standards producing organization has not assigned a number to a document, an identifying number has been assigned for reference purposes.

1.02 ORDERING INFORMATION

The addresses of the standards publishing organizations whose documents are referenced in other sections of these specifications are listed below, and if the source of the publications is different from the address of the sponsoring organization, that information is also provided.

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

1899 L Street, NW,11th Floor Washington, DC 20036 Ph: 202-293-8020 Fax: 202-293-9287 E-mail: storemanager@ansi.org Internet: https://www.ansi.org/

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

1801 Alexander Bell Drive Reston, VA 20191 Ph: 800-548-2723; 703-295-6300 Internet: https://www.asce.org/

AMERICAN WOOD PROTECTION ASSOCIATION (AWPA)

P.O. Box 361784 Birmingham, AL 35236-1784 Ph: 205-733-4077 Fax: 205-733-4075 Internet: http://www.awpa.com

APA - THE ENGINEERED WOOD ASSOCIATION (APA)

7011 South 19th St.

Tacoma, WA 98466-5333 Ph: 253-565-6600 Fax: 253-565-7265 Internet: https://www.apawood.org/

ASPHALT ROOFING MANUFACTURER'S ASSOCIATION (ARMA)

750 National Press Building

IA014 SECTION 01 42 00 Page 1

529 14th Street, NW Washington, DC 20045 Ph: 202-591-2450 Fax: 202-591-2445 Internet: https://asphaltroofing.org/

ASTM INTERNATIONAL (ASTM)

100 Barr Harbor Drive, P.O. Box C700 West Conshohocken, PA 19428-2959 Ph: 610-832-9500 Fax: 610-832-9555 E-mail: service@astm.org Internet: https://www.astm.org/

FM GLOBAL (FM)

270 Central Avenue Johnston, RI 02919-4949 Ph: 401-275-3000 Fax: 401-275-3029 Internet: https://www.fmglobal.com/

INTERNATIONAL CODE COUNCIL (ICC)

500 New Jersey Avenue, NW 6th Floor, Washington, DC 20001 Ph: 800-786-4452 or 888-422-7233 Fax: 202-783-2348 E-mail: order@iccsafe.org Internet: https://www.iccsafe.org/

MIDWEST ROOFING CONTRACTORS ASSOCIATION (MRCA)

2077 Embury Park Road Dayton, OH 45414 Ph: 800-497-6722 Fax: 937-278-0317 E-mail: info@mrca.org Internet: General Information: http://www.mrca.org

NACE INTERNATIONAL (NACE)

15835 Park Ten Place Houston, TX 77084 Ph: 281-228-6200 Fax: 281-228-6300 E-mail: firstservice@nace.org Internet: https://www.nace.org

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

1 Batterymarch Park Quincy, MA 02169-7471 Ph: 800-344-3555 Fax: 800-593-6372 Internet: https://www.nfpa.org

NATIONAL ROOFING CONTRACTORS ASSOCIATION (NRCA)

10255 West Higgins Road, Suite 600 Rosemont, IL 60018-5607 Ph: 847-299-9070 Fax: 847-299-1183 Internet: http://www.nrca.net

IA014 SECTION 01 42 00 Page 2

SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION

(SMACNA)

4201 Lafayette Center Drive Chantilly, VA 20151-1219 Ph: 703-803-2980 Fax: 703-803-3732 Internet: https://www.smacna.org/

SOCIETY FOR PROTECTIVE COATINGS (SSPC)

800 Trumbull Drive Pittsburgh, PA 15205 Ph: 877-281-7772 or 412-281-2331 Fax: 412-444-3591 E-mail: customerservice@sspc.org Internet: http://www.sspc.org

U.S. ARMY CORPS OF ENGINEERS (USACE)

CRD-C DOCUMENTS available on Internet:

http://www.wbdg.org/ffc/army-coe/standards Order Other Documents from:

Official Publications of the Headquarters, USACE E-mail: hqpublications@usace.army.mil Internet: http://www.publications.usace.army.mil/ or https://www.hnc.usace.army.mil/Missions/Engineering-Directorate/TECHINFO/

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

8601 Adelphi Road College Park, MD 20740-6001 Ph: 866-272-6272 Internet: https://www.archives.gov/ Order documents from:

Superintendent of Documents U.S. Government Publishing Office (GPO) 732 N. Capitol Street, NW Washington, DC 20401 Ph: 202-512-1800 or 866-512-1800 Bookstore: 202-512-0132 Internet: https://www.gpo.gov/

UNDERWRITERS LABORATORIES (UL)

2600 N.W. Lake Road Camas, WA 98607-8542 Ph: 877-854-3577 or 360-817-5500 E-mail: CustomerExperienceCenter@ul.com Internet: https://www.ul.com/ UL Directories available through IHS at https://ihsmarkit.com/

PART 2 PRODUCTS

Not used

PART 3 EXECUTION

Not used

-- End of Section --

IA014 SECTION 01 42 00 Page 3

IA014 SECTION 01 42 00 Page 4

SECTION 01 50 00

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

05/18

PART 1 GENERAL

1.01 REFERENCES

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

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2017; ERTA 1-2 2017; TIA 17-1; TIA 17-2;

TIA 17-3; TIA 17-4; TIA 17-5; TIA 17-6;

TIA 17-7; TIA 17-8; TIA 17-9; TIA 17-10;

TIA 17-11; TIA 17-12; TIA 17-13; TIA

17-14; TIA 17-15; TIA 17-16; TIA 17-17 )

National Electrical Code

NFPA 241 (2013; Errata 2015) Standard for Safeguarding Construction, Alteration, and Demolition Operations

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.02 SUMMARY

This Section includes requirements for temporary facilities and controls, including temporary utilities, support facilities, and security and protection facilities.

1.03 RELATED DOCUMENTS

Drawings and general provisions of the Contract, including General and Supplementary Conditions and Specification Sections, apply to this Section.

1.04 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control. When used, a designation following the "G" 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

Construction Site Plan; G

Existing Conditions Documentation; G

IA014 SECTION 01 50 00 Page 1

Waste Management Plan; G

1.05 CONSTRUCTION SITE PLAN

Prior to the start of work, submit a site plan showing the locations and dimensions of temporary facilities (including layouts and details, equipment and material storage area (onsite and offsite), and access and haul routes, avenues of ingress/egress to the fenced area and details of the fence installation. Identify any areas which may have to be graveled to prevent the tracking of mud. Indicate if the use of a supplemental or other staging area is desired. Show locations of safety and construction fences, site trailers, construction entrances, trash dumpsters, temporary sanitary facilities, and worker parking areas.

1.06 TEMPORARY UTILITIES

A. Water Service:

At the Contractors expense and in a manner satisfactory to the COR,provide and maintain necessary temporary connections, distribution lines, and meter bases for all water usage. The government will not provide any water for the Contractor's use. The Contractor shall remove any such temporary connections, distribution lines, and meter bases upon completion of the project, restoring conditions prior to work.

B. Electric Power Service:

At the Contractor's expense and in a manner satisfying to the COR, provide and maintain necessary temporary connections, distribution lines, and meter bases for all electricity usage.

The government will not provide any electric power for the Contractor's use. The Contractor shall remove any such temporary connections, distributions lines, and meter bases upon completion of the project, restoring conditions prior to work.

C. Sanitary Facilities:

Provide temporary toilets, wash facilities and drinking-water fixtures.Locate at sites approved by the Owner. Facilities in existing buildings are off-limits.

D. Lunchroom Facilities:

On-site facilities are not available to Contractor personnel.

E. Fire Protection

Provide temporary fire protection equipment for the protection of personnel and property during construction. Remove debris and flammable materials daily to minimize potential hazards.

F. Temporary Utilities

Provide temporary utilities required for construction. Materials may be new or used, must be adequate for the required usage, not create unsafe conditions, and not violate applicable codes and

IA014 SECTION 01 50 00 Page 2 standards.

1.07 PROTECTION OF BUILDINGS AND PROPERTY

A. Existing Conditions Documentation

Perform existing conditions documentation (videotape, photos, etc.). Documentation shall include but not limited to; asphalt spills, windows, walls, sidewalks, paving, ceilings, etc. Lack of submission prior to commencement of work indicates Contractor has discovered no existing damaged components and takes responsibility for any damages caused by operations.

PART 2 PRODUCTS

2.01 FENCING

If fencing is required, all fencing shall meet the requirements of EM 385-11.

2.02 TEMPORARY WIRING

Provide temporary wiring in accordance with EM 385-1-1 Section 11, NFPA 241 and NFPA 70 . Include monthly inspection and testing of all equipment and apparatus.

2.03 Self-Contained Toilet Units:

Single-occupant units of chemical, aerated recirculation, or combustion type; vented; fully enclosed with a glass-fiber-reinforced polyester shell or similar nonabsorbent material.

2.04 Waste Disposal Facilities:

Provide Waste-collection containers in sizes adequate to handle waste from construction operations. Containerize and clearly label hazardous, dangerous, or unsanitary waste materials separately from other waste. Contractor to submit a waste management plan.

PART 3 EXECUTION

3.01 EMPLOYEE PARKING

Construction contract employees will park privately owned vehicles in an area designated by the Contracting Officer. This area will be within reasonable walking distance of the construction site. Employee parking must not interfere with existing and established parking requirements of the government installation.

3.02 CONTRACTOR'S TEMPORARY FACILITIES

A. Safety Systems

Protect the integrity of any installed safety systems or personnel safety devices. Obtain prior approval from Contracting Officer if entrance into systems serving safety devices is required. If it is temporarily necessary to remove or disable personnel safety devices in order to accomplish contract requirements, provide alternative means of protection prior to

IA014 SECTION 01 50 00 Page 3 removing or disabling any permanently installed safety devices or equipment and obtain approval from the Contracting Officer.

B. Security Provisions

The Contractor will be responsible for the security of its own equipment and associated material.

C. Weather Protection of Temporary Facilities and Stored Materials

Take necessary precautions to ensure that roof openings and other critical openings in the building are monitored carefully. Take immediate actions required to seal off such openings when rain or other detrimental weather is imminent, and at the end of each workday. Ensure that the openings are completely sealed off to protect materials and equipment in the building from damage.

1. Building and Site Storm Protection

When a warning of gale force winds is issued, take precautions to minimize danger to persons, and protect the work and nearby Government property. Precautions must include, but are not limited to, closing openings; removing loose materials, tools and equipment from exposed locations;

and removing or securing scaffolding and other temporary work. Close openings in the work when storms of lesser intensity pose a threat to the work or any nearby Government property.

3.03 CLEANUP

Remove construction debris, waste materials, packaging material and the like from the work site daily. Any dirt or mud which is tracked onto paved or surfaced roadways must be cleaned away. Neatly stack stored materials not in trailers.

3.04 RESTORATION OF STORAGE AREA

Upon completion of the project remove the bulletin board, signs, barricades, haul roads, and any other temporary products from the site. Restore areas used during the performance of the contract to the original or better condition.

-- End of Section --

IA014 SECTION 01 50 00 Page 4

SECTION 06 10 00

ROUGH CARPENTRY

08/16

PART 1 GENERAL

1.01 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 WOOD PROTECTION ASSOCIATION (AWPA)

AWPA M2 (2016) Standard for the Inspection of Preservative Treated Wood Products for Industrial Use

AWPA M6 (2013) Brands Used on Preservative Treated Materials

AWPA U1 (2017) Use Category System: User Specification for Treated Wood

APA - THE ENGINEERED WOOD ASSOCIATION (APA)

APA L870 (2010) Voluntary Product Standard, PS 1-09, Structural Plywood

ASTM INTERNATIONAL (ASTM)

ASTM A153 (2016) Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware

FM GLOBAL (FM)

FM 1-49 (2016) Perimeter Flashing

1.02 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. When used, a designation following the "G" 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-02 Shop Drawings

Modifications of Structural Members; G

Drawings of structural laminated members, fabricated wood trusses, engineered wood joists and rafters, and other fabricated structural members indicating materials, shop fabrication, and field erection details; including methods of fastening.

IA014 SECTION 06 10 00 Page 1

Nailers and Nailing Strips; G, Drawings of field erection details, including materials and methods of fastening nailers in conformance with Factory Mutual wind uplift rated systems specified in other Sections of these specifications.

SD-03 Product Data

Lumber; G

Plywood Sheathing; G

Fasteners; G

SD-05 Design Data

Preservative-treated Lumber and Plywood

SD-07 Certificates

Certificates of Grade

Preservative Treatment

1.03 DELIVERY AND STORAGE

Deliver materials to the site in an undamaged condition. Store, protect, handle, and install prefabricated structural elements in accordance with manufacturer's instructions and as specified. Store materials off the ground to provide proper ventilation, with drainage to avoid standing water, and protection against ground moisture and dampness. Store materials with a moisture barrier at both the ground level and as a cover forming a well ventilated enclosure. Store wood I-beams and glue-laminated beams and joists on edge. Adhere to requirements for stacking, lifting, bracing, cutting, notching, and special fastening requirements. Do not use materials that have visible moisture or biological growth. Remove defective and damaged materials and provide new materials. Store separated reusable wood waste convenient to cutting station and area of work.

1.04 GRADING AND MARKING

A. Lumber

Mark each piece of framing and board lumber or each bundle of small pieces of lumber with the grade mark of a recognized association or independent inspection agency. Such association or agency must be certified by the Board of Review, American Lumber Standards Committee, to grade the species used. Surfaces that are to be exposed to view must not bear grademarks, stamps, or any type of identifying mark. Hammer marking will be permitted on timbers when all surfaces will be exposed to view.

B. Plywood

Mark each sheet with the mark of a recognized association or independent inspection agency that maintains continuing control over the quality of the plywood. The mark must identify the plywood by species group or span rating, exposure durability

IA014 SECTION 06 10 00 Page 2 classification, grade, and compliance with APA L870 . Surfaces that are to be exposed to view must not bear grademarks or other types of identifying marks.

C. Preservative-Treated Lumber and Plywood

The Contractor is responsible for the quality of treated wood products. Each treated piece must be inspected in accordance with AWPA M2 and permanently marked or branded, by the producer, in accordance with AWPA M6. The Contractor must provide Contracting Officer's Representative (COR) with the inspection report of an approved independent inspection agency that offered products comply with applicable AWPA Standards. The appropriate Quality Mark on each piece will be accepted, in lieu of inspection reports, as evidence of compliance with applicable AWPA treatment standards.

1.05 MOISTURE CONTENT

Air-dry or kiln-dry lumber. Kiln-dry treated lumber after treatment.

Maximum moisture content of wood products must be as follows at the time of delivery to the job site:

a. Framing lumber and board, 19 percent maximum

b. Timbers 5 inches and thicker, 25 percent maximum

d. Materials other than lumber; moisture content must be in accordance with standard under which the product is produced

1.06 PRESERVATIVE TREATMENT

A. 0.25 pcf intended for above ground use.

B. 0.40 pcf intended for ground contact and fresh water use. 0.60 pcf intended for Ammoniacal Copper Quaternary Compound (ACQ)-treated foundations. 0.80 to 1.00 pcf intended for ACQ-treated pilings.

All wood must be air or kiln dried after treatment. Specific treatments must be verified by the report of an approved independent inspection agency, or the AWPA Quality Mark on each piece. Do not incise surfaces of lumber that will be exposed.

Brush coat areas that are cut or drilled after treatment with either the same preservative used in the treatment or with a 2 percent copper naphthenate solution. All lumber and woodwork must be preservative treated. Plastic lumber must not be preservative treated. The following items must be preservative treated:

(1) Wood framing, woodwork, and plywood up to and including the subflooring at the first-floor level of structures having crawl spaces when the bottoms of such items are 24 inches or less from the earth underneath.

(2) Wood members that are in contact with water.

(3) Exterior wood steps, platforms, and railings; and all wood framing of open, roofed structures.

(4) Wood sills, soles, plates, furring, and sleepers that are less than 24 inches from the ground, furring and nailers that are

IA014 SECTION 06 10 00 Page 3 set into or in contact with concrete or masonry.

(5) Nailers, edge strips, crickets, curbs, and cants for roof decks.

1.07 QUALITY ASSURANCE

A. Drawing Requirements

For fabricated structural members, trusses, qlu-lam members, indicate materials, details of construction, methods of fastening, and erection details. Include reference to design criteria used and manufacturers design calculations. Submit drawings for all proposed modifications of structural members.

Do not proceed with modifications until the submittal has been approved.

B. Data Required

Submit calculations and drawings for all proposed modifications of structural members. Do not proceed with modifications until the submittal has been approved.

1.08 CERTIFICATIONS

A. Certified Wood Grades

Provide certificates of grade from the grading agency on graded but unmarked lumber or plywood attesting that materials meet the grade requirements specified herein.

PART 2 PRODUCTS

2.01 MATERIALS

A. Lumber:

Shall Be No. 2 or better spruce or southern yellow pine. Shall be sound, thoroughly seasoned, dressed to nominal finish dimension, and free of warpage, cupping, and bowing. Dimensions shall be determined by job conditions or as indicated in detail drawings.

B. Plywood Sheathing

Shall be structural 1 rated. Plywood shall be stamped APA RATED SHEATHING grade-C or better, and shall be manufactured with exterior glue (exposure 1).

C. Preservative Treatment for Above Ground Use:

Alkine Copper Quaternary (ACQ) pressure treatment in accordance with AWPA Standard U1 and P5, P26, P27, P28, P29 as appropriate.

Preservative retention shall be 0.15 lb/cu ft of ACQ in accordance with AWPA U1. All material shall be kiln dried after treatment to 19 percent or less moisture content.

IA014 SECTION 06 10 00 Page 4

2.02 FASTENERS

A. Wood to steel deck

Shall be #14-13 DP1, pancake or panhead, corrosion resistant, ASTM A153, FM Approved, self-drilling and self-tapping screw, length to provide minimum 3 pitches of thread through metal thicknesses.

B. Wood to wood:

Screws: No. 10 or greater, stainless steel wood screws with flat head, or insulation screws. Length to embed into base substrate a minimum of 1-1/2".

Nails: 8, 10 or 16 penny, stainless steel, ring shank nails.

Length to embed into base substrate a minimum 1-1/2".

C. Masonry Anchor

Masonry screws, 1/4 inch minimum diameter, Type 410 stainless steel with flat head.