FAKZ189102 Type B3 Specifications VOLUME 2 SIGNED.pdf

187th Fighter Wing Dannelly Field - AL ANG Montgomery, AL

F-35: ADAL SQUADRON OPERATIONS

BUILDING 1303

Specifications for the

Date: NOVEMBER 2022 Revised: NA Job No: FAKZ189102 / 10065.02 Set No:

Submittal: B-3

PROPERTY OF THE UNITED STATES GOVERNMENT

COPYING, DISSEMINATION, OR DISTRIBUTION OF THESE DRAWINGS, PLANS,

OR SPECIFICATIONS TO UNAUTHORIZED USERS IS PROHIBITED

Do not remove this notice Properly destroy documents when no longer needed

ARCHITECTURE & INTERIOR DESIGN

1115 South Court Street | Montgomery, AL 36104

Tel. 334. 263. 5162 | WWW.SSLARCH.COM

VOLUME II

F-35 ADAL Squadron Operations Building FAKZ189102 November 2022 187th Fighter Wing, Dannelly Field, ANG Montgomery, AL Type B3 (100%) Submittal

TABLE OF CONTENTS 00 0100 - 1

SECTION 00 0100 - TABLE OF CONTENTS

VOLUME I

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 0100 TABLE OF CONTENTS 5

00 0102 PROJECT INFORMATION AND SUMMARY 13

DIVISION 01 - GENERAL REQUIREMENTS

01 0450 CUTTING AND PATCHING 5

01 0500 FIELD ENGINEERING 3

01 2000 PRICE AND PAYMENT PROCEDURES 3

01 2300 BID OPTIONS 2

01 3000 ADMINISTRATIVE REQUIREMENTS 8

01 3001 SUBMITTALS 10

- SUBMITTAL REGISTER 15

01 3225 PROJECT SUSTAINABILITY SUMMARY 3

01 3329 SUSTAINABLE DESIGN REPORTING

- TPC CHECKLIST

01 3553 SECURITY PROCEDURES 2

01 4000 QUALITY REQUIREMENTS 7

01 4100 REGULATORY REQUIREMENTS 3

01 4217 DEFINITIONS AND STANDARDS 3

01 5000 TEMPORARY FACILITIES AND CONTROLS 3

01 5100 TEMPORARY UTILITIES 3

01 5213 FIELD OFFICES AND SHEDS 3

01 5460 SAFETY AND HEALTH 5

01 5500 VEHICULAR ACCESS AND PARKING 3

01 5719 TEMPORARY ENVIRONMENTAL CONTROLS 9

01 6000 PRODUCT REQUIREMENTS 10

01 6116 VOLATILE ORGANIC COMPOUND (VOC) CONTENT

RESTRICTIONS

01 7000 EXECUTION AND CLOSEOUT REQUIREMENTS 11

01 7419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 10

01 7800 CLOSEOUT SUBMITTALS 7

01 7900 DEMONSTRATION AND TRAINING 5

01 9113 GENERAL COMMISSIONING REQUIREMENTS 15

DIVISION 02 - EXISTING CONDITIONS

02 4100 02 7110

SELECTIVE DEMOLITION

FOUNDATION DRAINAGE SYSTEMS

TABLE OF CONTENTS 00 0100 - 2

DIVISION 03 – CONCRETE

03 3000 CAST-IN-PLACE CONCRETE 28

03 3680 CONCRETE POLISHING AND DYING 8

DIVISION 04 – MASONRY

04 2000 04 4313

UNIT MASONRY

ADHERED MASONRY VENEER SYSTEM

04 7200 CAST STONE MASONRY 8

DIVISION 05 – METALS

05 1200 STRUCTURAL STEEL FRAMING 6

05 2100 STEEL JOIST FRAMING 5

05 3100 STEEL DECKING 6

05 4000 COLD FORMED METAL FRAMING 6

05 4400 COLD FORMED METAL TRUSSES 7

05 5000 METAL FABRICATIONS 8

DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES

06 1000 ROUGH CARPENTRY 8

06 4100 ARCHITECTURAL WOOD CASEWORK 7

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

07 0100 SPECIAL PROJECT ROOFING WARRANTY 3

07 1300 SHEET WATERPROOFING 6

07 2100 THERMAL INSULATION 6

07 2119 SPRAY FOAM INSULATION 7

07 2500 WEATHER BARRIERS 13

07 2650 INTEGRALLY BONDED UNDERSLAB VAPOR PROTECTION 6

07 4113 METAL ROOF PANELS 13

07 4213 RIBBED METAL WALL PANELS 10

07 4293 METAL SOFFIT PANELS 9

07 4800 CONTINUOUS INSULATION CHANNELS 9

07 5400 THERMOPLASTIC MEMBRANE ROOFING 13

07 6200 SHEET METAL FLASHING AND TRIM 7

07 6500 WALL FLASHING 7

07 7100 ROOF SPECIALTIES 11

07 7600 ROOF PAVERS 6

07 9005 JOINT SEALERS 13

TABLE OF CONTENTS 00 0100 - 3

DIVISION 08 - OPENINGS

08 1113 HOLLOW METAL DOORS AND FRAMES 13

08 1416 FLUSH WOOD DOORS 6

08 3323 OVERHEAD COILING DOORS 5

08 3481 SECURITY RATED AND SOUND CONTROL DOOR

ASSEMBLIES

08 4113 ALUMINUM-FRAMED ENTRANCES 8

08 4413 GLAZED ALUMINUM CURTAIN WALLS 11

08 7100 DOOR HARDWARE 21

08 8000 GLAZING 7

08 9100 LOUVERS 5

DIVISION 09 - FINISHES

09 0561 COMMON WORK RESULTS FOR FLOORING PREPARATION 9

09 2116 GYPSUM BOARD ASSEMBLIES 11

09 3000 TILING 10

09 5100 ACOUSTICAL CEILINGS 7

09 6500 RESILIENT BASE 5

09 6566 RESILIENT ATHLETIC FLOORING 6

09 6813 TILE CARPETING 5

09 9113 EXTERIOR PAINTING 8

09 9123 INTERIOR PAINTING 13

DIVISION 10 - SPECIALTIES

10 1400 10 4400 10 5100

SIGNAGE

FIRE PROTECTION SPECIALTIES

CLASSIFIED STORAGE SYSTEMS

DIVISION 12 - FURNISHINGS

12 3600 NATURAL QUARTZ COUNTERTOPS & WINDOW SILLS 4

12 4813 ENTRANCE FLOOR MATS AND FRAMES 2

TABLE OF CONTENTS 00 0100 - 4

VOLUME II

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 0100 TABLE OF CONTENTS 5

00 0102 PROJECT INFORMATION AND SUMMARY 12

DIVISION 21 – FIRE SUPPRESSION SYSTEMS

21 1313 WET-PIPE SPRINKLER SYSTEMS 8

DIVISION 22 – PLUMBING

22 0000 PLUMBING 24

DIVISION 23 – HEATING, VENTILATION, AND AIR CONDITIONING

23 0100 MECHANICAL GENERAL PROVISIONS 20

23 0593 TESTING, ADJUSTING, AND BALANCING FOR HVAC 9

23 0713 DUCT INSULATION 19

23 0719 HVAC AND PLUMBING PIPING INSULATION 20

23 0800 COMMISSIONING OF HVAC AND PLUMBING SYSTEMS 14

23 0900 INSTRUMENT AND CONTROL FOR HVAC 38

23 2300 REFRIGERANT PIPING 5

23 3113 METAL DUCTS 14

23 3713 DIFFUSERS, REGISTERS, AND GRILLES 4

23 8123.12 COMPUTER-ROOM AIR-CONDITIONERS 8

23 8126 SPLIT-SYSTEM AIR-CONDITIONERS 7

DIVISION 26 – ELECTRICAL

26 0100 ELECTRICAL 47

26 0213 ENGINE GENERATORS 23

26 0415 TRANSFER SWITCHES 8

DIVISION 27 - COMMUNICATIONS

27 0526 GROUND AND BONDING FOR COMMUNICATIONS SYSTEMS 9

27 1100 COMMUNICATIONS EQUIPMENT ROOM FITTINGS 6

27 1300 COMMUNICATIONS BACKBONE CABLING 14

27 1500 COMMUNICATIONS HORIZONTAL CABLING 14

DIVISION 28 – ELECTRONIC SAFETY & SECURITY

28 1300 SECURITY SYSTEM

- ADVANTOR QUOTE

TABLE OF CONTENTS 00 0100 - 5

DIVISION 31 - EARTHWORK

31 0010 SITE PROTECTION 4

31 0200 TEMPORARY EROSION AND SEDIMENT CONTROL 12

31 1001 SITE CLEARING 5

31 2210 EARTHWORK 15

- GEOTECHNICAL REPORT 36

31 3116 TERMITE CONTROL 3

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 1217 ASPHALT CONCRETE PAVING 4

32 1314 CEMENT CONCRETE PAVING 14

32 1413 PRECAST CONCRETE PAVING 4

32 1720 PAVEMENT JOINT SEALANTS 5

32 1900 SIDEWALKS 3

32 3123 PLASTIC FENCES AND GATES 3

32 9223 SODDING 5

DIVISION 33 – UTILITIES

33 1117 OUTSIDE WATER SYSTEM 7

33 4112 STORM DRAINAGE 7

APPENDIX A – TECHNICAL SPECIFICATIONS FOR CONSTRUCTION AND

MANAGEMENT OF SENSITIVE COMPARTMENTED INFORMATION FACILITIES

(ICD TECH SPEC FOR IC/ICS705

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CF-35 ADAL Squadron Operations Building FAKZ189102 November 2022

Montgomery, AL Type B3 (100%) Submittal

DIFFUSERS, REGISTERS AND GRILLES 233713 - 1

DIVISION 22000, 23000 AND 3500

ENGINEER SEAL SHEET

Prepared by: Tom Hattemer

DDonovan Rectangle

DDonovan Text Box

DIVISION 21 0000, 22 0000, AND 23 0000

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Montgomery, AL Type B3 (100%) Submittal

WET-PIPE SPRINKLER SYSTEMS 211313 - 1

SECTION 211313 - WET-PIPE SPRINKLER SYSTEMS

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including Requirements of the Government’s Solicitation and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes

1. Extension of the existing hydraulic based sprinkler system to building additions

2. Alteration to the existing interior sprinkler system:

3. Alterations to the fire water service

4. Pipes, fittings, and specialties.

5. Sprinklers.

1.3 ACTION SUBMITTALS

A. Product Data: For each type of product.

1. Include rated capacities, operating characteristics, electrical characteristics, and furnished specialties and accessories.

B. Shop Drawings: For wet-pipe sprinkler systems.

1. Include plans and attachment details.

1.4 INFORMATIONAL SUBMITTALS

A. Coordination Drawings: Sprinkler systems, drawn to scale, on which the following items are shown and coordinated with each other, using input from installers of the items involved.

B. Qualification Data: For qualified Installer.

C. Design Data:

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1. Approved Sprinkler Piping Drawings: Working plans, prepared according to NFPA 13, that have been approved by authorities having jurisdiction, including hydraulic calculations if applicable.

D. Welding certificates.

E. Field Test Reports:

1. Indicate and interpret test results for compliance with performance requirements and as described in NFPA 13. Include "Contractor's Material and Test Certificate for Aboveground Piping."

2. Fire-hydrant flow test report.

F. Field quality-control reports.

1.5 CLOSEOUT SUBMITTALS

A. Operation and Maintenance Data: For wet-pipe sprinkler systems and specialties to include in emergency, operation, and maintenance manuals.

1.6 MAINTENANCE MATERIAL SUBMITTALS

A. Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents.

1. Sprinkler Cabinets: Finished, wall-mounted, steel cabinet with hinged cover, and with space for minimum of six spare sprinklers plus sprinkler wrench. Include number of sprinklers required by NFPA 13 and sprinkler wrench. Include separate cabinet with sprinklers and wrench for each type of sprinkler used on Project.

1.7 QUALITY ASSURANCE

A. Installer Qualifications:

1. Installer's responsibilities include designing, fabricating, and installing sprinkler systems and providing professional engineering services needed to assume engineering responsibility. Base calculations on results of fire-hydrant flow test.

a. Engineering Responsibility: Preparation of working plans, calculations, and field test reports by a qualified professional engineer.

B. Welding Qualifications: Qualify procedures and operators according to 2010 ASME Boiler and Pressure Vessel Code.

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PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Sprinkler system equipment, specialties, accessories, installation, and testing shall comply with NFPA 13.

B. Standard-Pressure Piping System Component: Listed for 175-psig minimum working pressure.

2.2 STEEL PIPE AND FITTINGS

A. Standard-Weight, Black-Steel Pipe: ASTM A53/A53M, Type E, Grade B. Pipe ends may be factory or field formed to match joining method.

B. Thinwall Black-Steel Pipe: ASTM A135/A135M or ASTM A795/A795M, threadable, with wall thickness less than Schedule 30 and equal to or greater than Schedule 10. Pipe ends may be factory or field formed to match joining method.

C. Black-Steel Pipe Nipples: ASTM A733, made of ASTM A53/A53M, standard-weight, seamless steel pipe with threaded ends.

D. Uncoated-Steel Couplings: ASTM A865/A865M, threaded.

E. Uncoated, Gray-Iron Threaded Fittings: ASME B16.4, Class 125, standard pattern.

F. Malleable- or Ductile-Iron Unions: UL 860.

G. Cast-Iron Flanges: ASME 16.1, Class 125.

H. Steel Flanges and Flanged Fittings: ASME B16.5, Class 150.

1. Pipe-Flange Gasket Materials: AWWA C110, rubber, flat face, 1/8 inch thick or EPDM rubber gasket.

a. Class 125 and Class 250, Cast-Iron, Flat-Face Flanges: Full-face gaskets.

b. Class 150 and Class 300, Ductile-Iron or -Steel, Raised-Face Flanges: Ring-type gaskets.

2. Metal, Pipe-Flange Bolts and Nuts: Carbon steel unless otherwise indicated.

I. Steel Welding Fittings: ASTM A234/A234M and ASME B16.9.

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WET-PIPE SPRINKLER SYSTEMS 211313 - 4

1. Welding Filler Metals: Comply with AWS D10.12M/D10.12 for welding materials appropriate for wall thickness and chemical analysis of steel pipe being welded.

J. Grooved-Joint, Steel-Pipe Appurtenances:

1. Pressure Rating: 175-psig minimum.

2. Painted Grooved-End Fittings for Steel Piping: ASTM A47/A47M, malleable-iron casting or ASTM A536, ductile-iron casting, with dimensions matching steel pipe.

3. Grooved-End-Pipe Couplings for Steel Piping: AWWA C606 and UL 213 rigid pattern, unless otherwise indicated, for steel-pipe dimensions. Include ferrous housing sections, EPDM-rubber gasket, and bolts and nuts.

2.3 SPRINKLER PIPING SPECIALTIES

A. Branch Outlet Fittings:

1. Standard: UL 213.

2. Pressure Rating: 175-psig minimum.

3. Body Material: Ductile-iron housing with EPDM seals and bolts and nuts.

4. Type: Mechanical-tee and -cross fittings.

5. Configurations: Snap-on and strapless, ductile-iron housing with branch outlets.

6. Size: Of dimension to fit onto sprinkler main and with outlet connections as required to match connected branch piping.

7. Branch Outlets: Grooved, plain-end pipe, or threaded.

B. Flexible Sprinkler Hose Fittings:

1. Standard: UL 1474.

2. Type: Flexible hose for connection to sprinkler, and with bracket for connection to ceiling grid.

3. Pressure Rating: 175-psig minimum.

4. Size: Same as connected piping, for sprinkler.

2.4 SPRINKLERS

A. Listed in UL's "Fire Protection Equipment Directory" or FM Global's "Approval Guide."

B. Pressure Rating for Automatic Sprinklers: 175-psig minimum.

C. Automatic Sprinklers with Heat-Responsive Element:

1. Early-Suppression, Fast-Response Applications: UL 1767.

2. Nonresidential Applications: UL 199.

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WET-PIPE SPRINKLER SYSTEMS 211313 - 5

3. Characteristics: Nominal 1/2-inch orifice with Discharge Coefficient K of 5.6, and for "Ordinary" temperature classification rating unless otherwise indicated or required by application.

D. Sprinkler Finishes: Chrome plated.

E. Sprinkler Escutcheons: Materials, types, and finishes for the following sprinkler mounting applications. Escutcheons for concealed, flush, and recessed-type sprinklers are specified with sprinklers.

1. Ceiling Mounting: Plastic, white finish, one piece, flat.

2. Sidewall Mounting: Chrome-plated steel, one piece, flat.

F. Sprinkler Guards:

1. Standard: UL 199.

2. Type: Wire cage with fastening device for attaching to sprinkler.

PART 3 - EXECUTION

3.1 WATER-SUPPLY CONNECTIONS

A. Connect sprinkler piping to existing interior water-distribution piping.

3.2 PIPING INSTALLATION

A. Locations and Arrangements: Drawing plans, schematics, and diagrams indicate general location and arrangement of piping. Install piping as indicated on approved working plans.

1. Deviations from approved working plans for piping require written approval from authorities having jurisdiction. File written approval with Architect before deviating from approved working plans.

2. Coordinate layout and installation of sprinklers with other construction that penetrates ceilings, including light fixtures, HVAC equipment, and partition assemblies.

B. Piping Standard: Comply with NFPA 13 requirements for installation of sprinkler piping.

C. Install seismic restraints on piping. Comply with NFPA 13 requirements for seismic-restraint device materials and installation.

D. Use listed fittings to make changes in direction, branch takeoffs from mains, and reductions in pipe sizes.

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WET-PIPE SPRINKLER SYSTEMS 211313 - 6

E. Install sprinkler piping with drains for complete system drainage.

F. Install hangers and supports for sprinkler system piping according to NFPA 13. Comply with requirements for hanger materials in NFPA 13.

G. Fill sprinkler system piping with water.

H. Install escutcheons for piping penetrations of walls, ceilings, and floors.

3.3 JOINT CONSTRUCTION

A. Install couplings, flanges, flanged fittings, unions, nipples, and transition and special fittings that have finish and pressure ratings same as or higher than system's pressure rating for aboveground applications unless otherwise indicated.

B. Ream ends of pipes and tubes and remove burrs. Bevel plain ends of steel pipe.

C. Remove scale, slag, dirt, and debris from inside and outside of pipes, tubes, and fittings before assembly.

D. Flanged Joints: Select appropriate gasket material in size, type, and thickness suitable for water service. Join flanges with gasket and bolts according to ASME B31.9.

E. Threaded Joints: Thread pipe with tapered pipe threads according to ASME B1.20.1.

Cut threads full and clean using sharp dies. Ream threaded pipe ends to remove burrs and restore full ID. Join pipe fittings and valves as follows:

1. Apply appropriate tape or thread compound to external pipe threads.

2. Damaged Threads: Do not use pipe or pipe fittings with threads that are corroded or damaged.

F. Welded Joints: Construct joints according to AWS D10.12M/D10.12, using qualified processes and welding operators according to "Quality Assurance" Article.

1. Shop weld pipe joints where welded piping is indicated. Do not use welded joints for galvanized-steel pipe.

G. Steel-Piping, Cut-Grooved Joints: Cut square-edge groove in end of pipe according to AWWA C606. Assemble coupling with housing, gasket, lubricant, and bolts. Join steel pipe and grooved-end fittings according to AWWA C606 for steel-pipe joints.

H. Steel-Piping, Roll-Grooved Joints: Roll rounded-edge groove in end of pipe according to AWWA C606. Assemble coupling with housing, gasket, lubricant, and bolts. Join steel pipe and grooved-end fittings according to AWWA C606 for steel-pipe grooved joints.

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WET-PIPE SPRINKLER SYSTEMS 211313 - 7

3.4 VALVE AND SPECIALTIES INSTALLATION

A. Install listed fire-protection valves, trim and drain valves, specialty valves and trim, controls, and specialties according to NFPA 13 and authorities having jurisdiction.

B. Install listed fire-protection shutoff valves supervised open, located to control sources of water supply except from fire-department connections. Install permanent identification signs indicating portion of system controlled by each valve.

3.5 SPRINKLER INSTALLATION

A. Install sprinklers in suspended ceilings in center of acoustical ceiling panels.

3.6 IDENTIFICATION

A. Install labeling and pipe markers on equipment and piping according to requirements in

NFPA 13.

3.7 FIELD QUALITY CONTROL

A. Perform the following tests and inspections:

1. Leak Test: After installation, charge systems and test for leaks. Repair leaks and retest until no leaks exist.

2. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment.

3. Flush, test, and inspect sprinkler systems according to NFPA 13, "Systems Acceptance" Chapter.

B. Sprinkler piping system will be considered defective if it does not pass tests and inspections.

C. Prepare test and inspection reports.

3.8 CLEANING

A. Clean dirt and debris from sprinklers.

B. Only sprinklers with their original factory finish are acceptable. Remove and replace any sprinklers that are painted or have any other finish than their original factory finish.

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WET-PIPE SPRINKLER SYSTEMS 211313 - 8

3.9 PIPING SCHEDULE

A. Standard-pressure, wet-pipe sprinkler system, NPS 2 and smaller, shall be the following:

1. Standard-weight, black-steel pipe with threaded ends; uncoated, gray-iron threaded fittings; and threaded joints.

B. Standard-pressure, wet-pipe sprinkler system, NPS 2-1/2 to NPS 4, shall be the following:

1. Thinwall black-steel pipe with roll-grooved ends; uncoated, grooved-end fittings for steel piping; grooved-end-pipe couplings for steel piping; and grooved joints.

3.10 SPRINKLER SCHEDULE

A. Use sprinkler types in subparagraphs below for the following applications:

1. Rooms without Ceilings: Upright sprinklers.

2. Rooms with Suspended Ceilings: Concealed sprinklers.

3. Wall Mounting: Sidewall sprinklers.

B. Provide sprinkler types in subparagraphs below with finishes indicated.

1. Concealed Sprinklers: Rough brass, with factory-painted white cover plate.

2. Recessed Sprinklers: Bright chrome, with bright chrome escutcheon.

3. Upright Pendent and Sidewall Sprinklers: Chrome plated in finished spaces exposed to view; rough bronze in unfinished spaces not exposed to view; wax coated where exposed to acids, chemicals, or other corrosive fumes.

END OF SECTION 211313

Montgomery, AL Type B3 (100%) Submittal

PLUMBING 220000 - 1

SECTION 220000 - PLUMBING

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. General Provisions of the Contract, including Requirements of the Government’s Solicitation, and Division 1 - General Requirements, apply to the work specified in this Section.

B. Excavation and backfill, DIVISION 2.

C. Painting, DIVISION 9.

D. Electrical, DIVISION 26.

E. All parts of this Section of the Specification take precedence over other sections of Division 22 and 23 (in connection with Plumbing work) unless noted otherwise.

F. Comply with Section 230000 with it in its entirety, including “PRIOR APPROVAL” requirements.

G. Insulation, Section 230719.

1.2 DESCRIPTION OF WORK

A. The work to be performed under this Section of the work shall consist of but is not limited to the following general categories.

1. Provide complete and operable plumbing systems to serve all plumbing fixtures, equipment, hose bibbs, air conditioning equipment, etc.

1.3 SCOPE

A. The plumbing system for this work includes all cold water distribution, domestic water heating and distribution, vents and wastes, floor drainage, natural gas distribution, plumbing fixtures and trim, connection of equipment furnished by others, assisting the other trades in the connection of the gas equipment to the gas supply and the fuel oil storage system. All other items indicated on drawings or described in these specifications, and all other plumbing items needed for a complete and proper installation.

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PLUMBING 220000 - 2

(See "General Conditions" and "Scope of Work", and "Mechanical General Provisions" which is a part of this contract.)

1.4 QUALITY ASSURANCE

A. General: Provide all new materials, labor, tools, equipment, transportation, incidentals and services necessary for the complete installation in every respect and the satisfactory operation of the plumbing systems as specified below and as shown on the drawings.

B. Contractor shall verify conditions and check all measurements at job site.

C. Wherever the word "supply", "provide" or similar term is used in the sense of providing apparatus or materials, it shall mean that Contractor shall furnish and connect such apparatus or materials referred to, unless otherwise specifically called for, at no additional cost to The Government.

D. All statements made throughout these Specifications shall be considered as orders, directives, instructions, etc., to the Contractor to whom this Contract is awarded whether the word "Contractor" is used or not, unless otherwise noted.

E. Insulation of piping does not protect pipe against freezing. All water bearing pipe must be run on the heated side of the building insulated envelope or provided with heat trace.

If heat trace is required, and none is shown, the contractor shall provide heat trace, as well as all power circuits and controls, as work of this project and without additional expense or change order to the contract.

F. Codes, Permits:

1. Obtain and pay for all permits and inspections required by all laws, ordinances, regulations, and public authority having jurisdiction. The following codes, standards and regulations in effect on the date of bid invitation shall be considered a part of this specification:

a. State Public Health Department Regulations

b. International Code Congress (ICC) Codes

c. Local and State Plumbing Codes

d. National Fire Protection Association

e. American Society of Mechanical Engineers

f. American Society for Testing Materials

g. Underwriters' Laboratories'

h. National Electrical Manufacturers Association

i. OSHA - Occupational Safety and Health Standards

j. Local Utilities' Requirements

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PLUMBING 220000 - 3

2. All material and workmanship shall comply with all latest applicable sections of local, municipal, parish or county, state, federal, industry and utilities company’s rules, regulations, codes, ordinances and standards. Pipe sizes shown are minimum that will be allowed.

3. Should the Contractor perform any work that does not comply with the requirements of the applicable codes, standards and regulations, he shall bear all costs arising from the deficiencies.

4. Deliver copies of all certificates of inspection to Contracting Officer for delivery to The Government upon completion of the work.

5. Do not conceal any work until it has been inspected and tested.

6. Terminology used in these specifications is that of the ICC International Plumbing

Code (IPC).

7. Should work shown on these drawings and specifications be located in any area which levies a SEWER USE FEE or surcharge, this cost shall be included in the Contractor's bid unless specifically omitted by instructions in the General or Special Conditions.

8. Should local utility require any payment or fee for providing water or gas service to the facility, the cost shall be included in Bid.

9. All applications required shall be filled in the Government’s name.

10. Should work shown on the Contract Documents not be as strict as "local interpretations" of the local code, the Contractor shall make his bid in accordance with the local requirements and shall call the Contracting Officer's attention to the changes required to comply with the above.

11. Inspections: Obtain and pay for all inspections, required by all laws, ordinances, rules, regulations, or public authorities having jurisdiction. This Contractor shall obtain and pay for all certificates of such inspections, and file such certificates with the The Government.

12. Contractor shall be a licensed plumbing locally.

G. Drawings and Specifications:

1. Drawings and Specification are complementary to each other. What is called by one shall be binding as if called for by both.

2. All methods of construction, details of workmanship and detailed arrangement of all work where not specifically described herein or indicated on the drawings, shall be subject to the control and approval of the Contracting Officer.

3. Contracting Officer shall render a decision in writing as to the space allotment in congested areas, which decision shall be binding on all. No claims for "extras" due to such decisions will be allowed, even though the work has already been installed.

4. Submit shop drawings for review on all fixtures, equipment and accessories.

5. It shall be the responsibility of the Contractor to use the Contract Document

Drawings and these Specifications for a basic layout of the Plumbing Systems.

Contractor shall not be permitted to change this basic method of distribution of the

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PLUMBING 220000 - 4

system details without submitting drawings for review and acceptance before fabrication and installation, and in particular with reference to exposed piping.

6. Plumbing drawings are diagrammatic; see Architectural drawings and building for dimensions and conditions not shown. Drawings do not show all fittings or details, but must be followed generally. Changes must be approved in writing. Obtain Contracting Officer's written decision in case of doubt as to intent of drawings or specifications. Failure to obtain written decision will leave this contractor liable for damage to work of other trades and responsible for corrections required by Contracting Officer.

7. Plans and Riser Diagrams (Risers): Plumbing Plans and Risers are complementary to each other. What is called for by one shall be binding as if called for by both.

Where pipe sizes differ from the plans to the risers, it shall be considered as a drafting inaccuracy and the larger of the sizes shall be provided.

1.5 RESPONSIBILITY OF THE CONTRACTOR

A. Contractor shall examine all drawings, specifications, addendums, and the Site of the work. He should familiarize himself with the character of work, coordination required with other trades, and any conditions that affect the completion of this work. No consideration will be given at a later date for any alleged misunderstanding as to the requirements, materials to be furnished, or any special requirements due to the nature of the job site or local conditions.

B. Items obviously omitted from the plans and specifications shall be called to the attention of the Contracting Officer before bidding. After the award of the contract, any changes, additions, or rearrangements necessary to complete the work as outlined shall be at this Contractor's expense.

C. The utilities shown are based on the best information available to the Designers and is for Bidding purposes and indication of desired routing only. The Contractor is required to coordinate with the required utilities prior to entering Bid, and Bid so as to include all costs of obtaining utilities as required by the drawings.

1.6 SUBMITTALS

A. See paragraph on Submittals in Section 230000.

B. Submit for review not less than five (5) copies of complete data, cuts, capacities, type, and grade for review of fixtures, trim, pipe, insulation (jackets and fittings), and all other major components. Submit within 30 days of signing of general contract. Submit all items at one time in a bound submittal package with a cover sheet identifying all items submitted. Partial submittals will be rejected.

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C. Where plumbing fixtures are specified by manufacturer name and model, and a substitution manufacturer and model fixture is proposed, the submittal shall include a cross reference guide published by the manufacturer actually specified indicating that the proposed fixture and manufacturer is an appropriate substitution. In such cases where no such cross reference is published, provide cut sheets for both the specified fixture and the proposed fixture to facilitate evaluation by the Engineer.

D. Three (3) copies will be returned to the general contractor with comments, or reason for rejection. Resubmit at once on rejected items.

E. Materials, fixtures, or equipment installed without review or after rejections shall be replaced by this contractor with acceptable items at Contracting Officer's direction.

F. The supplier, by submitting, certifies that his materials and/or equipment are satisfactory for the application for which they are proposed.

G. Contractor agrees that submittals processed by the Engineer are not change orders; that the purpose of submittal by the contractor is to demonstrate to the Engineer that the contractor understands the design concept, that he demonstrates his understanding by indicating which equipment and materials he intends to furnish and install and by detailing the fabrication and installation methods he intends to use.

H. Contractor further agrees that if deviations, discrepancies or conflicts between submittals and specifications are discovered either prior to or after submittals are processed by the Engineer, the design drawings and specifications shall be followed.

1.7 WORKMANSHIP

A. Work to be orderly, neat, workmanlike in appearance, done by skilled craftsmen. Any work not so installed shall be removed and replaced without additional cost to the Government or Design Professionals.

B. Work shall be first class and in accordance with best practice. Pipe shall be cut clean, properly reamed, threaded or soldered, erected plumb and secure. Make changes in pipe size with reducing fittings.

C. At all stages of installation, protect pipe openings, fixtures, and equipment against the entrance of foreign materials.

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1.8 SAFETY

A. Perform all work in a safe manner. Protect all workmen and others on site. Barricade (light if necessary) all ditches, holes, openings through floors and other hazards. Comply with all health and safety regulations. Contractor is solely responsible for job site safety.

1.9 COOPERATION

A. Cooperate with all crafts; schedule work as needed; do not delay other trades; maintain necessary competent mechanics and supervision on the job at all times.

1.10 INCIDENTAL WORK INCLUDED

A. Cutting of structure (patching to be done by the affected trade at this contractor's expense). Secure Contracting Officer's approval where strength or appearance is affected.

B. Necessary foundations not shown on Architectural or Structural plans.

C. Motors, controls, control devices, control wiring, all as required for a complete system shall be by this contractor unless shown on the electrical drawings and included in that section. All electrical work shall comply with the Division 26 Electrical sections of the specifications.

D. All ferrous metal exposed to weather shall be prime coated with a primer to match the metal and finished with a two coat application of finish paint of color and type selected by the Contracting Officer. Where the finish painting is specified in the section on painting, the two final coats may be omitted, but the metal shall be prime coated before rusts starts to form.

1.11 QUESTIONS AND CLARIFICATIONS

A. Contractor shall not rely on any verbal clarification of the drawings and specifications.

Any questions shall be referred to the Contracting Officer at least seven (7) working days prior to the bid date to allow clarification by addendum.

1.12 QUALIFICATIONS

A. Contractor shall have at least three (3) years of successful installation experience on plumbing work similar in size and scope to this project.

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1.13 CHANGES

A. If during construction desirable or necessary changes become apparent, advise the Contracting Officer and secure his decision in writing; otherwise make no deviation from the system as detailed.

1.14 CLEARING AND ADJUSTING

A. Upon completion of work, clear all drains, traps, pipe lines, and plumbing fixtures.

Adjust all valves, pack stuffing boxes, remove rubbish and leave work in clean and operating condition.

1.15 FOUNDATIONS

A. Provide foundations, supports, etc., not specified under other sections and as required to mount equipment in a workmanlike and structurally sound manner. Consult drawings pertinent to other trades to determine extent of their work.

1.16 SYSTEM IDENTIFICATION

A. Comply with 230553. ELECTRICAL PROVISIONS OF PLUMBING WORK

B. All electrical work required in association with the Plumbing work (in order to provide complete operating systems) shall generally be a part of the Division 26 work. However, there are certain portions of the electrical requirements which shall be a responsibility of the Division 22 work, which shall be executed in accordance with applicable Division 26 Specification requirements. Refer to 23 01 00 Paragraph 2.4 for additional requirements related to electrical work integral to the Plumbing work. The electrical provisions of Plumbing work, where it may be furnished integrally with mechanical work, can be summarized (but not by way of limitation) to include the following:

1. Control cabling and raceways associated with the hot water heater system. Provide all required sensor cable from tank to water heater master controller and between the two water heaters. Senor cables must installed in raceway with appropriate junction boxes for final sensor cable terminations.

2. Low voltage interlock wiring from each water heater to its associated pump.

3. Motor starters for water heater pumps, comply with 21 01 00 paragraph 2.4.

4. Electric heat tracing cable with terminations at heat trace controller. Coordinate power circuit to controller with Division 26 contractor.

5. Sump pump control cables and terminations at control panel.

6. Coordinate power location for Digital Recirculation Mixing Valve.

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C. Responsibility: It is the sole responsibility of the Contractor to coordinate the electrical requirements of each item of equipment provided with the electrical circuits required and to insure their compatibility and compliance with the N.E.C.

1.17 GUARANTY

A. All piping, equipment, fixtures, and related material shall be guaranteed in writing against defective materials and workmanship for a period of one year from date of acceptance.

After notification, corrections shall be made promptly at no cost to the Government. Any defects due to faulty materials, equipment, method of installation or workmanship, and consequent damage resulting from such defects within the one-year guaranty period, shall be repaired or replaced promptly upon notice and without any expense to the Government.

PART 2 - PRODUCTS

2.1 GENERAL

A. All products shall comply with the applicable sections of the Plumbing Code in effect in the building location. Where bidder is not sure, he is advised to determine what limitations, if any, are imposed at the site. All bids are assumed to be on approved material. Bidders/Contractors shall not use a lesser material than that specified even if allowed by code at the building site.

B. Lead-Free Requirements:

1. Any product designed for dispensing potable water must meet both the NSF 61 and NSF 372 test standards via third-party testing and certification.

2. This requirement supersedes specific model numbers stated either in these specifications or on the drawings, should a non lead-free model number be specified for products designed for dispensing potable water.

C. For ease of maintenance and part replacement, and to the maximum extent possible, use equipment of a single manufacturer. The Contracting Officer reserves the right to reject any materials list which contains equipment from various manufacturers if suitable equipment can be obtained from fewer manufacturers, and to require source of materials to be unified to the maximum extent possible.

D. All materials and equipment installed in HVAC return air plenums shall have a 25/50 flame spread/smoke developed index maximum when tested in accordance with ASTM E 84.

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E. All products shall be new, of first line quality of grade and type shown on the drawings and specified, or equals accepted by the Contracting Officer in writing.

F. All products shall be in current production with no notice having been given that such product is to be drastically changed, modified, or discontinued from production.

G. The supplier, by submitting, certifies that equipment being processed is proper for the application intended and that it has the capacity specified.

2.2 MATERIALS

A. Building Soil, Waste, Storm and Vent Piping:

1. Underground: service weight cast iron, bell and spigot, conforming to ASTM A74 as manufactured by AB&I, Charlotte, or Tyler, with lubricated rubber compression joints conforming to ASTM C1563 or lead and oakum.

2. Above ground: Cast iron no-hub system, manufactured by AB&I, Charlotte, or Tyler, with neoprene gasket conforming to ASM C564, type 302 stainless steel shield and four clamp (pipe sizes 4” or less) or six clamp (pipe sizes larger than 4”) heavy-duty stainless steel clamps, equal to Anaco Husky SD 4000.

3. All cast iron soil pipe, fittings and clamps shall conform to the requirements of CISPI Standard 301, ASTM A-888 or ASTM A-74 and be marked with the collective trademark of the Cast Iron Soil Pipe Institute. All pipe and fittings shall be certified and marked NSF.

4. Stub-out to fixtures shall be made with Schedule 80 galvanized steel pipe for urinals and DWV copper tubing and fittings or Schedule 80 galvanized steel for other fixtures.

B. Hot and Cold Piping (Inside Building):

1. Underground: Use Type "K" copper, soft drawn; in tunnels: use Type "K" hard drawn; ASTM B-88, with wrought copper fittings ANSI B16.22. Join underground or in tunnel fittings with silver solder AWS-ASTM BCUP-5. Pipe below floor slabs shall have joints made by looping up in wall out of the slab, no joints under the slab will be permitted.

2. Above ground: Use Type "L" copper tubing, hard drawn, with same fittings as specified above, joined with lead free 95-5 solder, ASTM B32 alloy, Grade 5A except for any special systems requiring temperatures higher than 250 degree F or pressures above 125 psi for which alloy E, alloy HB, or brazing materials shall be used.

3. Nominal pipe sizes are shown on the Drawings.

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4. Copper tubing air chambers shall be provided at each fixture supply and piece of equipment and shall be line size and 18 inches in length. Provide manufactured water hammer arrestors where shown.

5. Use dielectric fittings at all dissimilar pipe connections.

2.3 VALVES AND COCKS

A. Bronze Ball Valves, Two-Piece with Full Port and Stainless-Steel Trim, Threaded Ends:

1. Manufacturers: Subject to compliance with requirements, provide products by one of the following:

a. Apollo Flow Controls; Conbraco Industries, Inc.

b. Jomar Valve.

c. KITZ Corporation.

d. Milwaukee Valve Company.

e. NIBCO INC.

2. Description:

a. Standard: MSS SP-110 or MSS SP-145.

b. CWP Rating: 600 psig (4140 kPa).

c. Body Design: Two piece.

d. Body Material: Bronze.

e. Ends: Threaded.

f. Seats: PTFE.

g. Stem: Stainless steel.

h. Ball: Stainless steel, vented.

i. Port: Full.

B. Drain valves shall be "NIBCO", #763, 3/4" size, with approved anchors from flange to walls or columns. Provide screw-on type backflow preventers.

C. Wall hydrants shall be as specified scheduled on the Drawings.

D. Valve boxes for valves in underground pipelines shall be cast iron type with removable cast iron lid cast with the service designation in it (example: “water”, “gas”, etc.).

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2.4 UNIONS

A. Use a union in the connection to each valve and each piece of apparatus equipment, so that it may be readily removable. In copper lines, up to and including 4" sizes, use cast brass or bronze unions, with copper soldered connections and ground joints.

B. Unions in drainage pipes on fixture side of traps may be slip or flanged joints with soft rubber or leather gaskets.

C. Unions 2" and smaller shall be ground joint type with flanges being used in pipes larger than 2".

2.5 CLEANOUTS AND EXTENSIONS

A. Cleanouts shall be cast iron bodies with brass plugs. They shall be extended full size to floors and wall faces, but shall not be larger than 4". Extension to floor shall be made with combination "Y" and eighth bends.

B. Provide cleanouts in sanitary, waste and drain lines as shown, as required by local Code, and as follows:

1. At the bottom of each exposed fixture trap which is not integral with the fixture.

2. At the end of each branch drainage line.

3. At each change of horizontal direction greater than 45 degrees.

4. At the base of each stack and in horizontal drain lines at intervals of not more than

50 feet apart in lines smaller than 4", 75 feet apart in lines of 4" nominal size, and 100 feet apart in lines larger than 4".

C. Install cleanouts so that they are readily accessible.

D. Cleanouts in interior floor construction shall be equal to Smith 4020 or 4040 (for floors with square tile), with scoriated cover, nickel-bronze finish. Cleanouts in walls and ceilings shall be as specified under "Access Panels".

E. Cleanouts at grade shall be provided with a 12” diameter by 4” thick monument to allow for locating and turf grooming.

2.6 TRAPS

A. Traps for floor drains, hub drains, etc., shall be standard C.I.S.P.I. cast iron P-traps, with hub and spigot joints for lead caulking or no-hub systems coated with Coal Tar Varnish while hot, except traps for drains used in fan rooms, which shall be of similar type cast iron but deep seal P-traps having a minimum 4.75 inch seal.

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B. Traps for all floor drains, whether indicated or specified elsewhere or not, shall have approved trap primers installed and connected. Install ProSet Trap Guard or Jay R. Smith Quad Close Trap Seal devices in Mechanical Room, Fan Room, and similar spaces where drains accept condensation drainage, in addition to priming the traps.

C. Comply with trap requirements as specified for individual fixture type, in lieu as specified here, when specified differently for fixture type.

2.7 FLASHING

A. Flashing for soil and vent stacks passing thru roof shall be furnished under this Section of the Specifications.

1. Flashing for bituminous roofs shall be formed of minimum 4-pound sheet lead and shall be of thimble and counterflashing type. Base shall be made so that coverage of 12" plus the diameter of the boot is obtained. Height of flashing shall be sufficient to allow for ample turn-down into pipe.

2. Flashing for membrane roof and metallic roofs shall be in accordance with the roofing manufacturer’s recommendations.

2.8 SLEEVES AND ESCUTCHEONS

A. Provide galvanized sheet metal sleeve for all pipes at floors, ceilings, partitions; steel pipe sleeve two pipe sizes larger than pipe at walls and footings.

B. Sleeves in structural beams to be furnished by General Contractor at location set by this contractor.

C. Provide nickel plated escutcheons with spring lock or set screw at ceilings, floors, and walls for all pipes.

2.9 SUPPORTS, ANCHORS, AND SEALS

A. Types of supports, anchors, and seals specified in this article include the following:

1. Horizontal-Piping Hangers and Supports.

2. Vertical-Piping Clamps.

3. Hanger-Rod Attachments.

4. Building Attachments.

5. Saddles and Shields.

6. Miscellaneous Materials.

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B. QUALITY ASSURANCE:

1. MSS Standard Compliance:

a. Provide pipe hangers and supports of which materials, design and manufacture comply with ANSI/MSS SP-58.

b. Select and apply pipe hangers and supports, complying with MSS SP-69.

c. Fabricate and install pipe hangers and supports, complying with MSS SP-89.

d. Terminology used in this article is defined in MSS SP-90.

C. SUBMITTALS:

1. Product Data: Submit catalog cuts, specifications, installation instructions, and dimensioned drawings for each type of support, anchor, and seal. Submit pipe hanger and support schedule showing Manufacturer's figure number, size, location, and features for each required pipe hanger and support.

D. HORIZONTAL-PIPING HANGERS AND SUPPORTS:

1. General: Except as otherwise indicated, provide factory-fabricated horizontal-piping hangers and supports complying with ANSI-MSS SP-58, of one of the following MSS types listed, selected by Installer to suit horizontal-piping systems, in accordance with MSS SP-69 and manufacturer's published product information. Select only one type by one manufacturer for each piping service.

Select size of hangers and supports to exactly fit pipe size for bare piping, and to exactly fit around piping insulation with saddle or shield for insulated piping.

Provide copper-plated hangers and supports for copper-piping systems.

2. Adjustable Steel Clevises: MSS Type 1.

3. Pipe Slides and Slide Plates: MSS Type 35, including one of the following plate types:

a. Plate: Unguided type.

b. Plate: Guided type.

c. Plate: Hold-down clamp type.

E. VERTICAL-PIPING CLAMPS:

1. General: Except as otherwise indicated, provide factory- fabricated vertical-piping clamps complying with ANSI/MSS SP-58, of one of the following types listed, selected by Installer to suit vertical piping systems, in accordance with MSS SP-69 and manufacturer's published product information. Select size of vertical piping clamps to exactly fit pipe size of bare pipe. Provide copper-plated clamps for copper-piping systems.

2. Four-Bolt Riser Clamps: MSS Type 42.

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F. HANGER-ROD ATTACHMENTS:

1. General: Except as otherwise indicated, provide factory-fabricated hanger-rod attachments complying with ANSI/MSS SP-58, of one of the following MSS types listed, selected by Installer to suit horizontal-piping hangers and building attachments, in accordance with MSS SP-69 and manufacturer's published product information. Select only one type by one manufacturer for each piping service.

Select size of hanger-rod attachments to suit hanger rods. Provide copper-plated hanger-rod attachments for copper-piping systems.

2. Swivel Turnbuckles: MSS Type 15.

G. BUILDING ATTACHMENTS:

1. General: Except as otherwise indicated, provide factory-fabricated building attachments complying with ANSI/MSS SP-58, of one of the following MSS types listed, selected by Installer to suit building substrate conditions, in accordance with MSS SP-69 and manufacturer's published product information. Select size of building attachments to suit hanger rods. Provide copper-plated building attachments for copper-piping systems.

2. Concrete Inserts: MSS Type 18.

3. Side Beam or Channel Clamps: MSS Type 20.

4. C-Clamps: MSS Type 23.

5. Side Beam Brackets: MSS Type 34.

6. Manufacturer: Subject to compliance with requirements, provide hangers and supports of one of the following:

a. Fee & Mason Mfg. Co., Div. of A-T- Inc.

b. ITT Grinnel Corp.

H. SADDLES AND SHIELDS:

1. General: Except as otherwise indicated, provide saddles or shields under piping hangers and supports, factory-fabricated, for all insulated piping. Size saddles and shields for exact fit to mate with pipe insulation.

2. Protection Saddles: MSS Type 39; fill interior voids with segments of insulation matching adjoining insulation.

3. Protection Shields: MSS Type 40; of length recommended by manufacturer to prevent crushing of insulation.

4. Thermal Hanger Shields: Constructed of 360o insert of high density, 100 psi, and waterproof calcium silicate, encased in 360o sheet metal shield. Provide assembly of same thickness as adjoining insulation.

5. Manufacturer: Subject to compliance with requirements, provide thermal hanger shields of one of the following:

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a. Elcen Metal Products Co.

b. Pipe Shields, Inc.

I. HANGER RODS

1. Hanger Rods: Shall be all threaded rod and shall have the following diameters:

a. 3/8" for up to 2" diameter pipe.

b. 1/2" for 2-1/2" to 4" pipe.

c. 5/8" for 5" and 6" pipe.

d. 3/4" for 6" and 8" pipe.

2. Hanger Spacing: Shall be as followed (except not less than two hangers per length of pipe):

a. Cast Iron pipe: 5'-0" spacing maximum and at each hub, on both sides of horizontal no-hub fittings, and at each trap.

b. Steel Pipe: 6'-0" spacing up to 2" diameter and 10'-0" for 2-1/2" diameter and larger.

c. Copper pipe: 6'-0" spacing up 2" diameter and 10'-0" for 2-1/2" diameter and larger.

d. Plastic pipe: 4'0" for up to 2" diameter and 6'0" for 2-1/2" to 6" diameter, 10'0" for pipes larger than 6" diameter.

3. Hanger Locations in wood and light gage structures: No multiple hangers shall be permitted on a single building wooden or light gage steel member. Hangers shall be staggered to distribute loads evenly over the structure and additional longitudinal structural members provided to evenly distribute loads. Provide hanger locations as part of the required piping shop drawings.

J. MISCELLANEOUS MATERIALS:

1. Metal…