AM3_Specifications_18_Jul_18.pdf

UD 2.4 - Package 3, Jordan 463243DORMITORY

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 15 00.12 10 SUPPLEMENTARY REQUIREMENTS REVISED BY AMENDMENT 0003

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 18.12 10 COST-LOADED NETWORK ANALYSIS SCHEDULES (NAS) FOR

DESIGN-BUILD

01 33 00 SUBMITTAL PROCEDURES

01 33 00.12 10 SUBMITTAL PROCEDURES FOR DESIGN-BUILD PROJECT

01 33 29 SUSTAINABILITY REPORTING

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 42 15 METRIC MEASUREMENTS

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 58 00 PROJECT IDENTIFICATION

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 80 00.12 10 TECHNICAL REQUIREMENTS

01 91 00.15 TOTAL BUILDING COMMISSIONING

DIVISION 03 - CONCRETE

03 11 13.00 10 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 15 00.00 10 CONCRETE ACCESSORIES

03 20 00.00 10 CONCRETE REINFORCING

03 30 00.00 10 CAST-IN-PLACE CONCRETE

03 35 00.00 10 CONCRETE FINISHING

03 39 00.00 10 CONCRETE CURING

03 42 13.00 10 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE

CONSTRUCTION

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 21 13 BOARD AND BLOCK INSULATION Revised by Amendment 0003

07 52 00 MODIFIED BITUMINOUS MEMBRANE ROOFING

07 55 00 PROTECTED MEMBRANE ROOFING

07 60 00 FLASHING AND SHEET METAL

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 14 00 WOOD DOORS

08 51 13 ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

PROJECT TABLE OF CONTENTS Page 1 W912ER18R0007 Amendment 0003

08 81 00 GLAZING

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 24 23 CEMENT STUCCO

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC/PORCELAIN TILING

09 51 00 ACOUSTICAL CEILINGS

09 62 38 STATIC-CONTROL FLOORING

09 65 00 RESILIENT FLOORING

09 66 16 TERRAZZO FLOOR TILE

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.20 INTERIOR SIGNAGE Added in its entirety by Amendment 0003

10 28 13 TOILET ACCESSORIES

DIVISION 12 - FURNISHINGS

12 51 00 FURNITURE, FURNISHINGS AND EQUIPMENT (FFE)

DIVISION 13 - SPECIAL CONSTRUCTION

13 48 00 SEISMIC PROTECTION FOR MISCELLANEOUS EQUIPMENT

13 48 00.00 10 SEISMIC PROTECTION FOR MECHANICAL EQUIPMENT

DIVISION 21 - FIRE SUPPRESSION

21 13 13.00 10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00.00 10 COMMISSIONING OF HVAC SYSTEMS

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

23 09 23.02 BACNET DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING

CONTROL SYSTEMS

23 25 00 CHEMICAL TREATMENT OF WATER FOR MECHANICAL SYSTEMS

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 64 26 CHILLED WATER PIPING SYSTEMS

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 08 00 APPARATUS INSPECTION AND TESTING

26 20 00 INTERIOR DISTRIBUTION SYSTEM Revised by Amendment 0002

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 41 00 LIGHTNING PROTECTION SYSTEM

PROJECT TABLE OF CONTENTS Page 2

DIVISION 27 - COMMUNICATIONS

27 05 14.00 10 CABLE TELEVISION PREMISES DISTRIBUTION SYSTEM

27 05 28.36 40 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM Revised by

Amendment 0002

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM Revised by Amendment 0002

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 30 00 SANITARY SEWERS

33 40 00 STORM DRAINAGE UTILITIES

33 72 02 UNDERGROUND COMMUNICATION SYSTEM

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 15 00.12 10

SUPPLEMENTARY REQUIREMENTS REVISED BY AMENDMENT 0003

10/15

PART 1 GENERAL

1.1 SUBMITTALS

1.2 DESIGNER OF RECORD QUALIFICATIONS

1.3 SECURITY AND OPERATIONAL SAFETY

1.3.1 Security

1.3.2 Operational Safety

1.3.2.1 Design Phase Safety

1.3.2.2 Operational Safety Plan

1.4 DIGGING PERMITS

1.4.1 Requirements for Digging Permits

1.4.2 Requests for Digging Permits

1.4.3 Preparation of Requests for Digging Permits

1.4.4 Existing Underground Utilities

1.4.5 Use of Underground Utility Detecting Device

1.4.6 Hand Excavation

1.5 HAUL ROUTES - SPECIAL REQUIREMENTS

1.6 RESPONSIBILITY FOR PHYSICAL SECURITY

1.7 CERTIFICATES OF COMPLIANCE

1.8 ACCIDENT PREVENTION

1.8.1 Ground Fault Circuit Interrupter (GFCI) Requirement - Overseas

Construction

1.8.2 Temporary Power - Electrical Distribution Boxes

1.9 LOCALLY AVAILABLE SERVICE FOR EQUIPMENT

1.10 CONTRACTOR'S MOBILIZATION AREA

1.11 NOT USED

1.12 STANDARDIZATION

1.13 ON-BASE PHOTOGRAPHY PROHIBITION

1.14 PUBLIC RELEASE OF INFORMATION

1.14.1 Prohibition

1.14.2 Subcontract and Purchase Orders

1.15 RESIDUAL CONSTRUCTION MATERIAL

1.16 COMPLIANCE WITH HOST COUNTRY RULES AND CUSTOMS

1.16.1 Contractor's Responsibilities

1.17 RADIO TRANSMITTER RESTRICTIONS

1.18 BASE HOT WORK PERMITS

1.18.1 Requirement for Hot Work Permits

1.18.2 Requests for Hot Work Permits

1.18.3 Preparatory Inspections and Inspection of Equipment

1.19 CONTRACTOR TRANSPORTATION AND CUSTOMS CLEARANCE

1.19.1 Shipments of Materials

1.19.2 Contractor's Responsibilities

1.19.3 Physical Handling of Materials

1.19.4 Certification

-- End of Section Table of Contents --

SECTION 01 15 00.12 10 Page 1

SECTION 01 15 00.12 10 Page 2

SECTION 01 15 00.12 10

SUPPLEMENTARY REQUIREMENTS

REVISED BY AMENDMENT 0003

10/15

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only. 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

Registered Designers' Proof of Degrees and Licensing; G M/R

Site Security Plan; G M/R

Requests for Digging Permits; G M/R

Proposed Means of Providing Project Security; G M/R

Requests for Hot Work Permits; G M/R

SD-07 Certificates

Certificates Of Compliance

SD-11 Closeout Submittals

O&M Performance Period Reports and Records; G M/R

1.2 DESIGNER OF RECORD QUALIFICATIONS

The following shall serve as minimum requirements for Registered Designers, including engineers and architects acting as Designer(s) of Record (DOR). The Designer(s) of Record shall have responsibility for the preparation and issuing of documents and services pertaining to that specific discipline. All design work shall be performed or supervised by the appropriate Designer of Record.

Each Registered Designer and/or Design Firm performing design work shall have at minimum one person with a bachelor's degree or equivalent college degree in the applicable discipline, and each shall hold a current professional registration in any of the 50 States of the United States of America, or equivalent recognized international body. Acceptance of equivalency of a university's degree for professional registration and each professional registration shall be at the sole discretion of the Contracting Officer. Proof of degrees and licensing shall be provided.

At a minimum each design discipline shall have at least one person

SECTION 01 15 00.12 10 Page 3 with a minimum of five (5) years of experience in the applicable field designing projects of similar scope, complexity and magnitude, or as otherwise specified in the Contract Documents.

1.3 SECURITY AND OPERATIONAL SAFETY

The Contractor shall prepare a security/safety program that includes the preparation and monitoring of site security and operational safety.

1.3.1 Security

The Contractor shall prepare a site security plan during construction. The plan shall be submitted with the first design submittal. The plan shall include detailed procedures for controlling access to the project site through the use of gate guards, ID badge, entry access lists and/or other measures as required by the Air Base. The Contractor shall become acquainted with all the required security measures of the Air Base during the proposal phase.

1.3.2 Operational Safety

1.3.2.1 Design Phase Safety

The contractor shall follow all of the operational safety requirements and guidelines identified in Appendix B, Section 14 of UFC 3-260-01.

The Contractor shall submit access requirements of design personnel at the Pre-Design Conference. The safety requirements and procedures for design personnel access to the project site will be established at the Pre-Design Conference. It is the Contractor's responsibility to ensure that design personnel are familiar with and follow afety procedures.

1.3.2.2 Operational Safety Plan

The Contractor shall prepare an operational safety plan that addresses the requirements and safety considerations of Sections B14-5 and B14-6 in Appendix B of UFC 3-260-01. The plan shall address operational safety during each project phase and sub phase identified in the Phasing Plan.

The operational safety plan shall be submitted with the first design submittal.

1.4 DIGGING PERMITS

1.4.1 Requirements for Digging Permits

Prior to the start of any work activity which requires excavation within the current base , the Contractor shall obtain a digging permit.

1.4.2 Requests for Digging Permits

Requests for Digging Permits shall be submitted through the Contracting Officer to the Base a minimum of seven (7) days prior to the start of the work activity covered by the permit. The request for a Digging Permit shall include a narrative description of the work to be performed and a detailed map of the area of the excavation clearly marking the location of all known utilities or other obstructions. If the work activity covered by the Digging Permit request also requires a utility outage, a separate request for the outage shall be submitted.

SECTION 01 15 00.12 10 Page 4

1.4.3 Preparation of Requests for Digging Permits

Prior to submitting a request for a Digging Permit, the Contractor shall carefully review the area to be excavated to determine the location of existing utilities and other obstructions. The Contractor will review available drawings and will conduct a visual inspection of the site. The Contractor will utilize underground utility detecting devices such as metal and cable detectors to determine the location of existing utilities.

All utility lines found shall be clearly flagged or marked and the location of the utility shall be shown on the drawing to be submitted with the request for Digging Permit.

1.4.4 Existing Underground Utilities

Existing utilities may be present in the construction area which may not be shown, or are inaccurately shown, on the base as-built drawings and the contract drawings. The Contractor shall exercise utmost care in researching locations of existing utilities and reducing damage to existing utilities.

Any utilities damaged by the Contractor shall be promptly repaired by the Contractor. The Contracting Officer will review and approve any proposed repairs. Any damage to existing utilities will be immediately reported to the Contracting Officer and the Base .

1.4.5 Use of Underground Utility Detecting Device

Prior to any excavation, a metal and/or cable detecting device shall be used along the route of the excavation. All underground utilities discovered by this method will be flagged a minimum distance of one-half (1/2) meter on each side of the location.

1.4.6 Hand Excavation

Hand excavation methods and special supervisory care shall be used between any flagged markers, in areas of known or suspected hazards, and in areas known or suspected to have multiple and/or concentrated utility lines or connections.

1.5 HAUL ROUTES - SPECIAL REQUIREMENTS

The Contractor shall be responsible for coordinating with the Host Government use of any existing roads as haul routes. Construction, and routing of new haul roads, and/or upgrading of existing roads for the Contractor's use, is the sole responsibility of the Contractor. It shall be the Contractor's responsibility to obtain such local authorizations, permits and licenses necessary to establish his mobilization camp, quarry operations, batching operations and haul routes.

1.6 RESPONSIBILITY FOR PHYSICAL SECURITY

Prior to mobilization, the Contractor shall submit his proposed means of providing project security to prevent unauthorized access to equipment, facilities, materials and documents, and to safeguard them against sabotage, damage, and theft. The Contractor shall be responsible for physical security of all materials, supplies, and equipment of every description, including property which may be Government-furnished or owned, for all areas occupied jointly by the Contractor and the Government, as well as for all work performed.

SECTION 01 15 00.12 10 Page 5

1.7 CERTIFICATES OF COMPLIANCE

Any certificates required for demonstrating proof of compliance of materials with specification requirements shall be executed in accordance with Section 01 33 00 SUBMITTAL PROCEDURES. Each certificate shall be signed by an official authorized to certify in behalf of the manufacturing company involved and shall contain the name and address of the Contractor, the project name and location, description and the quantity of the items involved, and date or dates of shipment or delivery to which the certificates apply. Copies of laboratory test reports submitted with certificates shall contain the name and address of the testing laboratory and the date or dates of the tests to which the report applies.

Certification shall not be construed as relieving the Contractor from furnishing satisfactory material.

1.8 ACCIDENT PREVENTION

The Contractor shall comply with all applicable Host Country laws and with such additional measures as the Contracting Officer may find necessary in accordance with CONTRACT CLAUSE 52.236-13 entitled ACCIDENT PREVENTION (NOV 1991). Applicable provisions of the Corps of Engineers manual entitled Safety and Health Requirements Manual EM 385-1-1, will be applied to all work under this contract. The referenced manual may be obtained from the Contracting Officer's Representative at the jobsite or from the Middle East District at Winchester, Virginia.

1.8.1 Ground Fault Circuit Interrupter (GFCI) Requirement - Overseas Construction

The Corps of Engineers Health and Safety Manual, EM 385-1-1, section 11.C.05.a. states: "The GFCI device shall be calibrated to trip within the threshold values of 5 ma +/- 1 ma as specified in Underwriters Laboratory (UL) Standard 943." A variance from USACE has been granted allowing 10 ma, in lieu of 5 ma, for overseas activities that use 220 Volts(V)/50 hertz(hz) electrical power.

1.8.2 Temporary Power - Electrical Distribution Boxes

EM 385-1-1 section 11.A.01.a. states "All electrical wiring and equipment shall be a type listed by a nationally recognized testing laboratory for the specific application for which it is to be used." This includes temporary electrical distribution boxes. Locally manufactured electrical boxes will not be allowed. Only manufactured electrical distribution boxes that meet the European CE requirements, with 10 ma CE type GFCIs installed shall be allowed.

Contractors shall:

a. Make no modifications that might void any CE or manufacturer certification.

b. Test the installed systems to demonstrate that they operate properly and provide the 10 ma earth leakage protection.

c. Ensure GFCIs will have an integral push-to-test function. The testing shall be performed on a regular basis.

d. Check that proper grounding is checked regularly and flexible cords, connectors, and sockets inspected before each use.

SECTION 01 15 00.12 10 Page 6

1.9 LOCALLY AVAILABLE SERVICE FOR EQUIPMENT

All equipment furnished under this contract, regardless of country of manufacture or purchase, must have in-country service availability. In the event that the Contractor proposed to provide equipment for which in-country service is not available, the Contractor must provide written justification for the Contracting Officer's approval. This justification shall be submitted for each product or material for which a waiver is sought concurrently with the submittal required by the Technical Provisions. Submission of group or "blanket" waivers is unacceptable.

1.10 CONTRACTOR'S MOBILIZATION AREA

The Contractor will be permitted to use an area as directed by the Contracting Officer within the contract limits for operation of his construction equipment and plants, shops, warehouses, and offices. The Contractor shall not be authorized to have living accommodations for his work force on the site. The Contractor is responsible for obtaining any required additional mobilization area above that designated. On completion of the contract, all facilities shall be removed from the mobilization area by the Contractor and shall be disposed of in accordance with applicable Host Government Laws and Regulations. The site shall be cleared of construction debris and other materials and the area restored to its final grade. See Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES for additional requirements.

1.11 NOT USEDCONTRACTOR'S OFF BASE MOBILIZATION AREA

The Contractor shall provide, furnish, operate and maintain facilities for his batching operations (e.g. concrete, asphalt, etc.) major shops and living facilities for his workers in an area off base. The specific area must be located such that no new contractor facilities are within the "Inhabited Building Clear Zone" (approximately 1355 meters, radius) surrounding ammunition/explosives storage and/or handling areas. The Contractor must submit his desired site location to the Contracting Officer for approval. All utilities will be the responsibility of the Contractor and shall be provided at no cost to the Government. On completion of the contract, all facilities shall be removed by the Contractor and shall be disposed of in the manner directed by the Contracting Officer. The site shall be cleared of construction debris and other materials and the area restored to its original condition. See Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES for additional requirements.

1.11.1 Facilities Within the Mobilization Site

All facilities within the Contractor's mobilization site shall be of substantial construction suitable for the local weather conditions.

Housing, messing and sanitary facilities shall meet the requirements of Corps of Engineers Safety and Health Requirements Manual EM 385-1-1. The Contractor shall provide all utilities required to make the site self-sufficient.

1.11.2 Special Requirements

The Contractor shall be responsible for coordinating with the Host Government use of any existing roads as haul routes. Construction, and routing of new haul roads, and/or upgrading of existing roads for the Contractor's use, is the sole responsibility of the Contractor. It shall

SECTION 01 15 00.12 10 Page 7 be the Contractor's responsibility to obtain such local authorizations, permits and licenses necessary to establish his mobilization camp, quarry operations, batching operations and haul routes (See paragraphs entitled

"COMPLIANCE WITH HOST COUNTRY RULES AND CUSTOMS").

1.12 STANDARDIZATION

Where two or more items of the same type or class of equipment furnished in this project are required, the units shall be products of the same manufacturer and shall be interchangeable when of the same size, capacity, performance characteristics, and rating. The only exception to this requirement is where the items are interchangeable due to conformance with industry standards (valves, fittings, etc.), they need not be by the same manufacturer. This requirement applies to all manufactured items in the project which normally require repair or replacement during the life of the equipment.

1.13 ON-BASE PHOTOGRAPHY PROHIBITION

The Contractor shall not engage in any form of photography without prior written approval from the Contracting Officer.

1.14 PUBLIC RELEASE OF INFORMATION

1.14.1 Prohibition

There shall be no public release of information or photographs concerning any aspect of the materials or services relating to this bid, contract, purchase order, or other documents resulting therefrom without the prior written approval of the Contracting Officer.

1.14.2 Subcontract and Purchase Orders

The Contractor agrees to insert the substance of this clause in all purchase orders and subcontract agreements issued under this contract.

1.15 RESIDUAL CONSTRUCTION MATERIAL

All Contractor purchased materials and equipment intended for incorporation into the completed facilities and which are later determined excess to the actual construction requirements, will become the property of the Government. The residual materials and equipment shall be tagged (giving the area where like type material and equipment were installed), and stored in an orderly manner in a designated area as directed and approved by the Contracting Officer.

1.16 COMPLIANCE WITH HOST COUNTRY RULES AND CUSTOMS

The laws of Host Country may prohibit access to certain areas of the country which are under military control. The Contractor shall furnish the Contracting Officer the names of personnel, type, and amounts of equipment, dates and length of time required at the site, and the purpose of entering the host country. It is understood that areas to which rights of entry are provided by the Host Government are to be used only for work carried out under the contract and no destruction or damages shall be caused, except through normal usage, without concurrence of the Host Government.

SECTION 01 15 00.12 10 Page 8

1.16.1 Contractor's Responsibilities

The following items are the sole responsibility of the Contractor to investigate, estimate as to cost, and assume the risk, as normally encountered by Contractors. The Contractor shall be responsible for determining the effect of the following on his own cost of performance of the contract and for including sufficient amount in the contract price:

a. Official language and type of accounts required to satisfy the officials of the Local Government.

b. Entry and exit visas, residence permits, and residence laws applicable to aliens. This includes any special requirements of the Host Government, including those required by local Labor Offices, which the Contractor may have to fulfill before an application for a regular block of visas will be accepted.

c. Passports, health and immunization certificates, and quarantine clearance.

d. Compliance with local labor and insurance laws, including payment of employer's share of contribution, collecting balance from employee and paying into insurance funds.

e. Strikes, demonstrations and work stoppage.

f. Collection through withholding and payment to local Government, of any Host Country income tax on employees subject to tax.

g. Arranging to perform work in the Host Country, to import personnel, to employ non-indigenous labor, to receive payments and to remove such funds from the country.

h. Operating under local laws, practices, customs and controls, and with local unions, in connection with hiring and firing, mandatory wage scales, vacation pay, severance pay, overtime, holiday pay, 7th day of rest, legal notice or pay in lieu thereof for dismissal of employees, slowdown and curtailed schedules during religious holidays and ratio of local labor employed in comparison to others.

i. Possibility of claims in local bureaus, litigation in local courts, or attachment of local bank accounts.

j. Compliance with workmen's compensation laws and contributions into funds. Provisions of necessary medical service for Contractor employees.

k. Special license required by the local Government for setting up and operating any manufacturing plant in the Host Country, e.g.

concrete batching, precast concrete, concrete blocks, etc.

l. Sales within the host country of Contractor-owned materials, and equipment.

m. Special licenses for physicians, mechanics, tradesmen, drivers, etc.

n. Identification and/or registration with local police of imported personnel.

SECTION 01 15 00.12 10 Page 9

o. Stamp tax on documents, payments and payrolls.

p. Base passes for permanent staff, day laborers, motor vehicles, etc.

q. Compliance with all customs and import rules, regulations and restrictions, including, but not limited to, local purchase requirements.

1.17 RADIO TRANSMITTER RESTRICTIONS

To preclude accidental actuation of sensitive electronic equipment, the Contractor shall not use radio transmitting equipment without prior approval of the Contracting Officer.

1.18 BASE HOT WORK PERMITS

1.18.1 Requirement for Hot Work Permits

Prior to the start of a work activity including hot work (welding, burning, etc.) or the operating of other flame producing devices, the Contractor shall obtain a Hot Work Permit.

1.18.2 Requests for Hot Work Permits

Requests for Hot Work Permits shall be submitted through the Contracting Officer to the Base Fire Department a minimum of 7 days prior to the start of the work activity covered by the permit. The request for a Hot Work Permit shall include a narrative description of the work to be accomplished, a list of equipment to be used, and a description of special safety precautions that the Contractor will put in place during the work to assure compliance with EM 385-1-1 and Base Fire Regulations.

1.18.3 Preparatory Inspections and Inspection of Equipment

During the Preparatory Inspection for any work activity including hot work, the Hot Work Permit shall be reviewed. During the Preparatory inspection, all hot equipment and safety equipment shall be checked to assure that it is in proper working order. Safety equipment required by the Hot Work Permit shall be checked at the beginning of each shift to assure that it is in proper working order.

1.19 CONTRACTOR TRANSPORTATION AND CUSTOMS CLEARANCE

All materials and equipment which are not to be incorporated into the project, such as office trailers, cranes, metal forms, etc., may be shipped free of duty, if the following actions are taken:

1.19.1 Shipments of Materials

All shipments of materials into the country for use in performance of work under this contract and supplies or services necessary for support of the Contractor's personnel shall be addressed to the shipping address furnished to the Contractor by the Contracting Officer. Address will be furnished upon request by the Contractor.

1.19.2 Contractor's Responsibilities

The Contractor shall be responsible for all customs clearance actions. All

SECTION 01 15 00.12 10 Page 10 necessary arrangements, clearance procedures, and coordination with the Host Government customs, will be the sole responsibility of the Contractor. The Contractor shall submit to the Contracting Officer, with a cover letter, information copies of the shipping documents for the shipment(s) involved. As a minimum, the following shall be included as enclosures, with the cover letter to the Contracting Officer in three (3) copies:

a. Invoice. (Include a copy in Arabic)

b. Bill of Lading.

c. Certificate of Origin.

d. Statement on the cover letter as to Port of Customs Clearance, estimated arrival date, general description of the shipment, quantity and the name of the carrier.

e. Serial number or model number of shipment items.

1.19.3 Physical Handling of Materials

The Contractor shall be responsible for performance of all loading, unloading, transportation or other physical handling of materials as may be required, including all movement from carrier unloading site to delivery at the job site and all movement required at the customs area.

1.19.4 Certification

The U.S. Embassy, upon receipt of request of shipping documents, shall issue a letter to the Director of Customs certifying that the materials are being brought into the country under the applicable agreement and should be allowed into country duty-free.

-- End of Section --

SECTION 01 15 00.12 10 Page 11

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

UD 2.4 - Package 3, Jordan

10 14 00.20 SD-02 Shop Drawings

1.4.2 G MDetail Drawings

SD-03 Product Data

3.1 G MInstallation

1.6 G MWarranty

SD-04 Samples

1.4.1 G RInterior Signage

SD-10 Operation and Maintenance

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3.1 G RApproved Manufacturer's

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3.1.2 G RProtection and Cleaning

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DIVISION 07 - THERMAL AND MOISTURE PROTECTION

SECTION 07 21 13

BOARD AND BLOCK INSULATION Revised by Amendment 0003

02/16

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 MANUFACTURER'S DETAILS

1.4 PRODUCT DATA

1.5 DELIVERY, STORAGE, AND HANDLING

1.5.1 Delivery

1.5.2 Storage

1.6 SAFETY PRECAUTIONS

1.6.1 Other Safety Considerations

1.7 SPECIAL WARRANTIES

1.7.1 Guarantee

1.7.2 Warranty

PART 2 PRODUCTS

2.1 BLOCK OR BOARD INSULATION

2.1.1 Thermal Resistance

2.1.2 Fire Protection Requirements

2.1.3 Other Material Properties

2.1.4 Prohibited Materials

2.2 PRESSURE SENSITIVE TAPE

2.3 PROTECTION BOARD OR COATING

2.4 ACCESSORIES

2.4.1 Adhesive

2.4.2 Mechanical Fasteners

PART 3 EXECUTION

3.1 EXISTING CONDITIONS

3.2 PREPARATION

3.2.1 Blocking Around Heat Producing Devices

3.3 INSTALLATION

3.3.1 Installation and Handling

3.3.2 Electrical Wiring

3.3.3 Continuity of Insulation

3.3.4 Coordination

3.4 INSTALLATION ON WALLS

3.4.1 Installation on Masonry Walls

3.4.2 Adhesive Attachment to Concrete and Masonry Walls

3.4.3 Mechanical Attachment on Concrete and Masonry Walls

3.4.4 Protection Board or Coating

3.5 PERIMETER INSULATION

3.5.1 Manufacturer's Instructions

3.5.2 Insulation on Vertical Surfaces

SECTION 07 21 13 Page 1

3.6 VAPOR RETARDER

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SECTION 07 21 13 Page 2

SECTION 07 21 13

BOARD AND BLOCK INSULATION

Revised by Amendment 0003

02/16

PART 1 GENERAL

1.1 REFERENCES

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

ASTM INTERNATIONAL (ASTM)

ASTM C165 (2007; R 2012) Standard Test Method for Measuring Compressive Properties of Thermal Insulations

ASTM C272/C272M (2016) Standard Test Method for Water Absorption of Core Materials for Sandwich Constructions

ASTM C553 (2013) Standard Specification for Mineral Fiber Blanket Thermal Insulation for Commercial and Industrial Applications

ASTM C578 (2015b) Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation

ASTM C612 (2014) Mineral Fiber Block and Board Thermal Insulation

ASTM C930 (2012) Potential Health and Safety Concerns Associated with Thermal Insulation Materials and Accessories

ASTM D1621 (2016) Compressive Properties of Rigid Cellular Plastics

ASTM D3833/D3833M (1996; R 2011) Water Vapor Transmission of Pressure-Sensitive Tapes

ASTM E84 (2015b) Standard Test Method for Surface Burning Characteristics of Building Materials

ASTM E96/E96M (2016) Standard Test Methods for Water Vapor Transmission of Materials

INTERNATIONAL CODE COUNCIL (ICC)

ICC IBC (2015) International Building Code

SECTION 07 21 13 Page 3

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 211 (2016) Standard for Chimneys, Fireplaces, Vents, and Solid Fuel-Burning Appliances

NFPA 31 (2016) Standard for the Installation of Oil-Burning Equipment

NFPA 54 (2015) National Fuel Gas Code

NFPA 70 (2014; AMD 1 2013; Errata 1 2013; AMD 2 2013; Errata 2 2013; AMD 3 2014; Errata 3-4 2014; AMD 4-6 2014) National Electrical Code

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. 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-03 Product Data

Manufacturer's Standard Details

Block or Board Insulation

Pressure Sensitive Tape

Protection Board or Coatings

Accessories including sealants

SD-07 Certificates

Block or Board Insulation

Vapor Retarder Protection Board or Coating

Draft Special Warranties

Final Special Warranties

SD-08 Manufacturer's Instructions

Block or Board Insulation

Adhesive

1.3 MANUFACTURER'S DETAILS

Submit manufacturer's standard details indicating methods of attachment and spacing, transition and termination details, and installation details. Include verification of existing conditions.

SECTION 07 21 13 Page 4

1.4 PRODUCT DATA

Include data for material descriptions, recommendations for product shelf life, requirements for protection board or coatings, and precautions for flammability and toxicity. Include data to verify compatibility of sealants with insulation.

1.5 DELIVERY, STORAGE, AND HANDLING

1.5.1 Delivery

Deliver materials to the site in original sealed wrapping bearing manufacturer's name and brand designation, specification number, type, grade, R-value, and class. Store and handle to protect from damage. Do not allow insulation materials to become wet, soiled, crushed, or covered with ice or snow. Comply with manufacturer's recommendations for handling, storing, and protecting of materials before and during installation.

1.5.2 Storage

Inspect materials delivered to the site for damage and store out of weather in manufacturer's original packaging. Store only in dry locations, not subject to open flames or sparks, and easily accessible for inspection and handling. Keep materials wrapped and separated from off-gassing materials (such as drying paints and adhesives). Do not use materials that have visible moisture or biological growth. Comply with manufacturer's recommendations for handling, storage, and protection of materials before and during installation.

1.6 SAFETY PRECAUTIONS

1.6.1 Other Safety Considerations

Comply with the safety requirements of ASTM C930.

1.7 SPECIAL WARRANTIES

1.7.1 Guarantee

Guarantee insulation installation against failure due to ultraviolet light exposure for a period of three years from the date of Beneficial Occupancy. Submit draft and final guarantees in accordance with Sections 01 78 00 CLOSEOUT SUBMITTALS and 01 78 23 OPERATION AND MAINTENANCE DATA.

1.7.2 Warranty

Provide manufacturer's material warranty for all system components for a period of three years from the date of Beneficial Occupancy. Submit draft and final warranties in accordance with Sections 01 78 00 CLOSEOUT SUBMITTALS and 01 78 23 OPERATION AND MAINTENANCE DATA.

PART 2 PRODUCTS

2.1 BLOCK OR BOARD INSULATION

Provide thermal insulating materials as recommended by manufacturer for each type of application indicated. Provide insulation with the following physical properties and in accordance with the following standards:

SECTION 07 21 13 Page 5

a. Extruded Preformed Cellular Polystyrene: ASTM C578 REV A

b. Mineral Fiber Block and Board: ASTM C612

2.1.1 Thermal Resistance

Provide insulation in thickness required to meet the following U values:

Exterior Walls U = 0.57 W/M2K Roof Assemblies U=0.142 w/m2k U = 0.44 W/M2K

2.1.2 Fire Protection Requirements

a. Flame spread index of 25 or less when tested in accordance with

ASTM E84.

b. Smoke developed index of 150 or less when tested in accordance with

ASTM E84.

c. Provide insulated assemblies in accordance ICC IBC Chapter Fire and Smoke Protection Features.

2.1.3 Other Material Properties

Provide thermal insulating materials with the following properties:

a. Rigid cellular plastics: Compressive Resistance at Yield: Not less than 170 kilopascals (kPa) when measured according to ASTM D1621.

b. Mineral fiber board: Compressive strength: Minimum load required to produce a reduction in thickness of 10 percent kilograms per square meter (kg/m2): 120 when tested according to ASTM C165.

c. Water Vapor Permeance: Not more than 6.3 by 10-8 g/Pa.s.m2 or less when measured according to ASTM E96/E96M, desiccant method, in the thickness required to provide the specified thermal resistance, including facings, if any.

d. Water Absorption: Not more than 2 percent by total immersion, by volume, when measured according to ASTM C272/C272M.

f. Water Adsorption: Not more than 1 percent by volume when measured in accordance with paragraph 14 of ASTM C553.

2.1.4 Prohibited Materials

Do not provide materials containing asbestos.

2.2 PRESSURE SENSITIVE TAPE

As recommended by manufacturer of insulation. Match water vapor permeance rating of the insulation specified. Provide tape in accordance with

ASTM D3833/D3833M .

2.3 PROTECTION BOARD OR COATING

As recommended by insulation manufacturer.

SECTION 07 21 13 Page 6

2.4 ACCESSORIES

2.4.1 Adhesive

As recommended by insulation manufacturer.

2.4.2 Mechanical Fasteners

Corrosion resistant fasteners as recommended by the insulation manufacturer.

PART 3 EXECUTION

3.1 EXISTING CONDITIONS

Prior to installation, ensure all areas that are in contact with the insulation are dry and free of projections that could cause voids, compressed insulation, or punctured vapor retarders. For foundation perimeter or under slab applications, check that subsurface fill is flat, smooth, dry, and well tamped. Do not proceed with installation if moisture or other conditions are present, and notify the Contracting Officer of such conditions. Do not proceed with the work until conditions have been corrected and verified to be dry.

3.2 PREPARATION

3.2.1 Blocking Around Heat Producing Devices

Provide noncombustible blocking at all spaces between heat producing devices and the floors, ceilings and roofs through which they pass.

Provide in accordance with ICC IBC Section 2111.12 Fireplace Blocking and with the following clearances:

a. Recessed lighting fixtures, including wiring compartments, ballasts, and other heat producing devices, unless certified for installation surrounded by insulation: 75 mm from outside face of fixtures and devices or as required by NFPA 70 and, if insulation is placed above fixture or device, 600 mm above fixture.

b. Vents and vent connectors used for venting products of combustion, flues, and chimneys other than masonry chimneys: Minimum clearances as required by NFPA 211 .

c. Gas Fired Appliances: Clearances as required in NFPA 54 .

d. Oil Fired Appliances: Clearances as required in NFPA 31 .

Blocking is not required if chimneys or flues are certified in writing by the chimney or flue manufacturer for use in contact with specific insulating materials.

3.3 INSTALLATION

3.3.1 Installation and Handling

Provide insulation in accordance with the manufacturer's printed installation instructions. Keep material dry and free of extraneous materials.

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3.3.2 Electrical Wiring

Do not install insulation in a manner that would enclose electrical wiring between two layers of insulation.

3.3.3 Continuity of Insulation

Butt tightly against adjoining boards, studs, rafters, joists, sill plates, headers and obstructions. Provide continuity and integrity of insulation at corners, wall to ceiling joint, roof, and floor. Avoid creating thermal bridges and voids. Provide and verify continuity of insulative barrier throughout the building enclosure.

3.3.4 Coordination

Verify final installed insulation thicknesses comply with thicknesses indicated, R-values specified herein, and with the approved insulation submittal(s).

3.4 INSTALLATION ON WALLS

3.4.1 Installation on Masonry Walls

Apply board directly to masonry with adhesive or fasteners as recommended by the insulation manufacturer. Fit between obstructions without impaling board on ties or anchors. Apply in parallel courses with joints breaking midway over course below. Place boards in moderate contact with adjoining insulation without forcing and without gaps. Cut and shape as required to fit around wall penetrations, projections or openings to accommodate conduit or other utilities. Seal around cutouts with sealant.

Provide coatings of insulation and adhesives as required to provide air barrier. Contractor may adhere the insulation with spot method or apply fully adhered using the adhesive layer as air barrier.

3.4.2 Adhesive Attachment to Concrete and Masonry Walls

Apply adhesive to wall and completely cover wall with insulation.

a. Full back bed method or

b. Spot method: Provide at least six spots having diameter of approximately 100 mm, located at each corner and mid points of each of the longer sides of each board.

c. As recommended by the insulation manufacturer.

d. Use only full back method for pieces of 0.1 square meter or less.

e. Butt all edges of insulation and seal edges with tape.

3.4.3 Mechanical Attachment on Concrete and Masonry Walls

Cut insulation to cover walls. Apply adhesive to wall and set clip or other mechanical fastener in adhesive as recommended by manufacturer.

After curing of adhesive, install insulation over fasteners and bend split prongs to provide a flush condition with the insulation. Butt all edges of insulation and seal with tape.

SECTION 07 21 13 Page 8

3.4.4 Protection Board or Coating

Install protection board or coating in accordance with manufacturer's printed instructions. Install protection over all exterior exposed insulation and to 300 mm below grade.

3.5 PERIMETER INSULATION

3.5.1 Manufacturer's Instructions

Layout insulation, tape edges, provide vapor retarder and other required accessories to protection against vermin, insects, and damage in accordance with manufacturer's printed instructions.

3.5.2 Insulation on Vertical Surfaces

Provide thermal insulation as indicated.

3.6 VAPOR RETARDER

Apply vapor retarder continuous across all surfaces. Overlap all joints at least 150 mm and seal with pressure sensitive tape. Seal at sills, header, windows, doors and utility penetrations. Repair punctures or tears with pressure sensitive tape.

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SECTION 07 21 13 Page 9

DIVISION 10 - SPECIALTIES

SECTION 10 14 00.20

INTERIOR SIGNAGE Added in its entirety by Amendment 0003

11/12

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 EXTRA MATERIALS

1.4 QUALITY ASSURANCE

1.4.1 Samples

1.4.2 Detail Drawings

1.5 DELIVERY, STORAGE, AND HANDLING

1.6 WARRANTY

PART 2 PRODUCTS

2.1 STANDARD PRODUCTS

2.2 ROOM IDENTIFICATION/DIRECTIONAL SIGNAGE SYSTEM

2.2.1 Standard Room Signs

2.2.2 Type of Mounting For Signs

2.2.3 Graphics

2.3 STAIR SIGNAGE

2.4 ALUMINUM ALLOY PRODUCTS

2.5 ANODIC COATING

2.6 ORGANIC COATING

2.7 FABRICATION AND MANUFACTURE

2.7.1 Factory Workmanship

2.7.2 Dissimilar Materials

2.8 COLOR, FINISH, AND CONTRAST

PART 3 EXECUTION

3.1 INSTALLATION

3.1.1 Anchorage

3.1.2 Protection and Cleaning

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SECTION 10 14 00.20 Page 1

SECTION 10 14 00.20

INTERIOR SIGNAGE

Added in its entirety by Amendment 0003

11/12

PART 1 GENERAL

1.1 REFERENCES

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

ALUMINUM ASSOCIATION (AA)

AA DAF45 (2003; Reaffirmed 2009) Designation System for Aluminum Finishes

AA PK-1 (2015) Pink Sheets: Designations and Chemical Composition Limits for Aluminum Alloys in the Form of Castings & Ingot

AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION (AAMA)

AAMA 2604 (2013) Voluntary Specification, Performance Requirements and Test Procedures for High Performance Organic Coatings on Aluminum Extrusions and Panels

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI Z97.1 (2009; Errata 2010) Safety Glazing Materials Used in Buildings - Safety Performance Specifications and Methods of Test

AMERICAN WELDING SOCIETY (AWS)

AWS D1.2/D1.2M (2014) Structural Welding Code - Aluminum

ASTM INTERNATIONAL (ASTM)

ASTM B209M (2014) Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate (Metric)

ASTM B221M (2013) Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes (Metric)

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 101 (2015; ERTA 2015) Life Safety Code

SECTION 10 14 00.20 Page 2

1.2 SUBMITTALS

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

submittals not having a "G" designation are for information only. 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

Detail Drawings; G M

SD-03 Product Data

Installation; G M Warranty; G M

SD-04 Samples

Interior Signage; G R

SD-10 Operation and Maintenance Data

Approved Manufacturer's Instructions; G R Protection and Cleaning; G R

1.3 EXTRA MATERIALS

Provide 10 percent extra frames and extra stock of the following: blank plates of each color and size for sign types.

1.4 QUALITY ASSURANCE

1.4.1 Samples

Submit interior signage samples of each of the following sign types showing typical quality, workmanship and color: Directional sign, Standard Room sign. The samples may be installed in the work, provided each sample is identified and location recorded.

1.4.2 Detail Drawings

Submit detail drawings showing elevations of each type of sign, dimensions, details and methods of mounting or anchoring, mounting height, shape and thickness of materials, and details of construction. Include a schedule showing the location, each sign type, and message.

1.5 DELIVERY, STORAGE, AND HANDLING

Materials shall be packaged to prevent damage and deterioration during shipment, handling, storage and installation. Product shall be delivered to the jobsite in manufacturer's original packaging and stored in a clean, dry area in accordance with manufacturer's instructions.

1.6 WARRANTY

Warrant the interior signage for a period of 2 years against defective workmanship and material. Warranties shall be signed by the authorized representative of the manufacturer. Submit warranty accompanied by the

SECTION 10 14 00.20 Page 3 document authenticating the signer as an authorized representative of the guarantor. Guarantee that the signage products and the installation are free from any defects in material and workmanship from the date of delivery.

PART 2 PRODUCTS

2.1 STANDARD PRODUCTS

Signs, plaques, directories, and dimensional letters shall be the standard product of a manufacturer regularly engaged in the manufacture of such products that essentially duplicate signs that have been in satisfactory use at least 2 years prior to bid opening. Obtain signage from a single manufacturer with edges and corners of finished letterforms and graphics true and clean.

2.2 ROOM IDENTIFICATION/DIRECTIONAL SIGNAGE SYSTEM

2.2.1 Standard Room Signs

Signs shall consist of acrylic plastic 2 mm thickness minimum conforming to ANSI Z97.1 and shall conform to the following:

a. Units shall be frameless. Corners of signs shall be rounded to 10 mm radius.

2.2.2 Type of Mounting For Signs

Provide extruded aluminum brackets for hanging, projecting, and double-sided signs. Mounting for framed, hanging, and projecting signs shall be by mechanical fasteners. Surface mounted signs shall be mounted with countersunk mounting holes in plaques and mounting screws. Adhesive shall be fabricated from materials that are not corrosive to sign material and mounting surface.

2.2.3 Graphics

Signage graphics for modular signs shall conform to the following:

2.3 STAIR SIGNAGE

Provide signs on stairs serving three or more stories with special signage within the enclosure at each floor landing conforming to NFPA 101 .

Indicate the floor level, the terminus of the top and bottom of the stair enclosure, and the identification of the stair enclosure. Also, state the floor level of, and the direction to, exit discharge. Locate the signage inside the enclosure in a position that is visible when the door is in the open or closed position.

2.4 ALUMINUM ALLOY PRODUCTS

Aluminum extrusions shall be at least 3 mm thick, and aluminum plate or sheet shall be at least 1.3 mm thick. Extrusions shall conform to ASTM B221M; plate and sheet shall conform to ASTM B209M. Where anodic coatings are specified, alloy shall conform to AA PK-1 alloy designation

514.0. Exposed anodized aluminum finishes shall be as shown. Welding for aluminum products shall conform to AWS D1.2/D1.2M .

SECTION 10 14 00.20 Page 4

2.5 ANODIC COATING

Anodized finish shall conform to AA DAF45 as follows:

a. Clear (natural) designation AA-M10-C22-A31, Architectural Class II

0.010 mm or thicker.

2.6 ORGANIC COATING

Organic coating shall conform to AAMA 2604, with total dry film thickness not less than 0.030 mm.

2.7 FABRICATION AND MANUFACTURE

2.7.1 Factory Workmanship

Holes for bolts and screws shall be drilled or punched. Drilling and punching shall produce clean, true lines and surfaces. Exposed surfaces of work shall have a smooth finish and exposed riveting shall be flush.

Fastenings shall be concealed where practicable.

2.7.2 Dissimilar Materials

Where dissimilar metals are in contact, the surfaces will be protected to prevent galvanic or corrosive action.

2.8 COLOR, FINISH, AND CONTRAST

Color shall be selected by the Contracting Officer from manufacturer's standards. Finish of all signs shall be eggshell, matte, or other non-glare finish as required in handicapped-accessible buildings.

PART 3 EXECUTION

3.1 INSTALLATION

Signs shall be installed plumb and true and in accordance with approved manufacturer's instructions at locations shown on the detail drawings.

Submit copies of operating instructions outlining the step-by-step procedures required for system operation. The instructions shall include simplified diagrams for the system as installed, the manufacturer's name, model number, service manual, parts list, and brief description of all…