F-35_Alter_Bldg_150_MX_B-3_Final_Specs_Vol_2_Apr2017.pdf

F-35 Alter Bldg 150 MX Hangar Power and Inst. Equip All Spots

Vermont Air National Guard Base, VT Vermont Air National Guard

CURZ 152802

Type B-3 Specifications Volume 2 of 2

14 April 2017

BMcD PN 92654 http://www.google.com/url?sa=i&rct=j&q=&esrc=s&source=images&cd=&cad=rja&uact=8&ved=0ahUKEwi2svnRzdLNAhXPth4KHYaEDAEQjRwIBw&url=http://militarybest.com/15fiwi3de1.html&psig=AFQjCNF0gpCUitPazJYgkc5nEk6O1WmDoQ&ust=1467474213519102�

I, Specifications

April 14, 2017 Burns & McDonnell 9400 Ward Parkway

Kansas City, MO 64114

CERTIFICATION PAGE

CERTIFICATION! S')

ARCHITECTURAL STRUCTURAL

MECHANICAL ELECTRICAL FIRE PROTECTION

cmoster Typewritten Text F-35 Alter Bldg 150 MX Hangar Power and Inst. Equip All Spots cmoster Typewritten Text Vermont Air National Guard Vermont Air National Guard Base, VT

F- 35 Phase 1 Bl dg 150 CURZ 152802 Ver mont Ai r Nat i onal Guar d Base, VT

PROJECT TABLE OF CONTENTS

DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS

00 22 13. 00 20 SUPPLEMENTARY I NSTRUCTI ONS TO OFFERORS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 00 00 SPECI AL CONTRACT REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 30 00 ADMI NI STRATI VE REQUI REMENTS

01 33 00 SUBMI TTAL PROCEDURES

01 42 00 SOURCES FOR REFERENCE PUBLI CATI ONS

01 45 00. 00 10 QUALI TY CONTROL

01 78 00 CLOSEOUT SUBMI TTALS

01 78 23 OPERATI ON AND MAI NTENANCE DATA

DI VI SI ON 02 - EXI STI NG CONDI TI ONS

02 41 00 DEMOLITION

02 82 13. 00 10 ASBESTOS ABATEMENT

02 83 13. 00 20 LEAD I N CONSTRUCTI ON

DI VI SI ON 03 - CONCRETE

03 11 13. 00 10 STRUCTURAL CAST- I N- PLACE CONCRETE FORMI NG

03 15 00. 00 10 CONCRETE ACCESSORI ES

03 20 00. 00 10 CONCRETE REI NFORCI NG

03 30 00. 00 10 CAST- I N- PLACE CONCRETE

03 35 00. 00 10 CONCRETE FI NI SHI NG

03 39 00. 00 10 CONCRETE CURI NG

DI VI SI ON 04 - MASONRY

04 20 00 MASONRY

DI VI SI ON 05 - METALS

05 05 23. 16 STRUCTURAL WELDI NG

05 12 00 STRUCTURAL STEEL

05 21 00 STEEL JOI ST FRAMI NG

05 30 00 STEEL DECKS

05 40 00 COLD- FORMED METAL FRAMI NG

05 50 13 MI SCELLANEOUS METAL FABRI CATI ONS

05 51 00 METAL STAI RS

05 51 33. 01 METAL LADDERS

05 52 00 METAL RAI LI NGS

DI VI SI ON 06 - WOOD, PLASTI CS, AND COMPOSI TES

06 10 00 ROUGH CARPENTRY

06 41 16. 00 10 PLASTI C- LAMI NATE- CLAD ARCHI TECTURAL CABI NETS

06 61 16 SOLI D POLYMER ( SOLI D SURFACI NG) FABRI CATI ONS

DI VI SI ON 07 - THERMAL AND MOI STURE PROTECTI ON

07 05 23 PRESSURE TESTI NG AN AI R BARRI ER SYSTEM FOR AI R TI GHTNESS

07 11 13 BI TUMI NOUS DAMPPROOFI NG

07 21 13 BOARD AND BLOCK I NSULATI ON

PROJECT TABLE OF CONTENTS Page 1

07 21 16 MI NERAL FI BER BLANKET I NSULATI ON

07 21 19 SPRAYED POLYURETHANE FOAM I NSULATI ON

07 22 00 ROOF AND DECK I NSULATI ON

07 27 10. 00 10 BUI LDI NG AI R BARRI ER SYSTEM

07 27 26 FLUI D- APPLI ED MEMBRANE AI R BARRI ER

07 42 13 METAL WALL PANELS

07 53 23 ETHYLENE- PROPYLENE- DI ENE- MONOMER ROOFI NG

07 60 00 FLASHI NG AND SHEET METAL

07 61 14. 00 20 STEEL STANDI NG SEAM ROOFI NG

07 72 00 ROOF ACCESSORI ES

07 72 13 PREFABRI CATED ROOF CURBS

07 81 00 SPRAY- APPLI ED FI REPROOFI NG

07 84 00 FIRESTOPPING

07 92 00 JOI NT SEALANTS

07 95 00 EXPANSI ON CONTROL

DI VI SI ON 08 - OPENI NGS

08 11 13 STEEL DOORS AND FRAMES

08 33 13 COI LI NG COUNTER DOORS

08 41 13 ALUMI NUM- FRAMED ENTRANCES AND STOREFRONTS

08 44 00 CURTAI N WALL AND GLAZED ASSEMBLI ES

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DI VI SI ON 09 - FI NI SHES

09 06 90 SCHEDULES FOR PAI NTI NG AND COATI NG

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 51 00 ACOUSTI CAL CEI LI NGS

09 65 00 RESI LI ENT FLOORI NG

09 67 23 RESI NOUS COATI NG SYSTEMS

09 67 23. 16 FUEL RESI STI VE RESI NOUS FLOORI NG, 5- COAT SYSTEM

09 68 00 CARPETING

09 90 00 PAI NTS AND COATI NGS

DI VI SI ON 10 - SPECI ALTI ES

10 11 00 VI SUAL DI SPLAY UNI TS

10 14 00. 10 EXTERI OR SI GNAGE

10 14 00. 20 I NTERI OR SI GNAGE

10 21 13 TOI LET COMPARTMENTS

10 26 00 WALL AND DOOR PROTECTI ON

10 28 13 TOI LET ACCESSORI ES

10 51 13 METAL LOCKERS

DI VI SI ON 11 - EQUI PMENT

11 01 50 RI GI D RAI L FALL PROTECTI ON SYSTEMS

DI VI SI ON 12 - FURNI SHI NGS

12 21 00 WI NDOW BLI NDS

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

DI VI SI ON 13 - SPECI AL CONSTRUCTI ON

PROJECT TABLE OF CONTENTS Page 2

13 48 00 SEI SMI C PROTECTI ON FOR MI SCELLANEOUS EQUI PMENT

13 48 00. 00 10 SEI SMI C PROTECTI ON FOR MECHANI CAL EQUI PMENT

DI VI SI ON 14 - CONVEYI NG EQUI PMENT

14 24 23 HYDRAULI C PASSENGER ELEVATORS

14 55 01 I NDUSTRI AL LI FT

DI VI SI ON 21 - FI RE SUPPRESSI ON

21 13 13. 00 10 WET PI PE SPRI NKLER SYSTEM, FI RE PROTECTI ON

21 13 18. 00 10 PREACTI ON SPRI NKLER SYSTEMS, FI RE PROTECTI ON

21 13 25. 00 10 HI GH EXPANSI ON FOAM ( HI EX. HEF) FI RE PROTECTI ON SYSTEM

21 30 00 FI RE PUMPS

DI VI SI ON 22 - PLUMBI NG

22 00 00 PLUMBI NG, GENERAL PURPOSE

DI VI SI ON 23 - HEATI NG, VENTI LATI NG, AND AI R CONDI TI ONI NG ( HVAC)

23 00 00 AI R SUPPLY, DI STRI BUTI ON, VENTI LATI ON, AND EXHAUST SYSTEMS

23 00 99 AI RCRAFT, PRECONDI TI ONED AI R UNI TS, PI PI NG, AND

ACCESSORIES

23 03 00. 00 20 BASI C MECHANI CAL MATERI ALS AND METHODS

23 05 48. 00 40 VI BRATI ON AND SEI SMI C CONTROLS FOR HVAC PI PI NG AND

EQUIPMENT

23 05 93 TESTI NG, ADJUSTI NG, AND BALANCI NG FOR HVAC

23 07 00 THERMAL I NSULATI ON FOR MECHANI CAL SYSTEMS

23 11 25 FACI LI TY GAS PI PI NG

23 21 13. 00 20 LOW TEMPERATURE WATER ( LTW) HEATI NG SYSTEM

23 23 00 REFRI GERANT PI PI NG

23 52 00 HEATI NG BOI LERS

23 81 00. 00 20 UNI TARY AI R CONDI TI ONI NG EQUI PMENT

23 81 23. 00 20 COMPUTER ROOM AI R CONDI TI ONI NG UNI TS

DI VI SI ON 25 - I NTEGRATED AUTOMATI ON

25 10 10 AUTOMATI C TEMPERATURE CONTROLS

25 10 10. 10 VARI ABLE FREQUENCY DRI VE SYSTEMS UNDER 600 VOLTS

DI VI SI ON 26 - ELECTRI CAL

26 00 00. 00 20 BASI C ELECTRI CAL MATERI ALS AND METHODS

26 05 48. 00 10 SEI SMI C PROTECTI ON FOR ELECTRI CAL EQUI PMENT

26 12 19. 10 THREE- PHASE PAD- MOUNTED TRANSFORMERS

26 20 00 I NTERI OR DI STRI BUTI ON SYSTEM

26 24 13 SWITCHBOARDS

26 35 44. 00 20 270VDC SOLI D STATE GROUND POWER UNI T FOR F- 35 AI RCRAFT

26 36 23. 00 20 MANUAL TRANSFER SWI TCHES

26 51 00 I NTERI OR LI GHTI NG

26 56 00 EXTERI OR LI GHTI NG

DI VI SI ON 27 - COMMUNI CATI ONS

27 10 00 BUI LDI NG TELECOMMUNI CATI ONS CABLI NG SYSTEM

27 51 16 RADI O AND PUBLI C ADDRESS SYSTEMS

DI VI SI ON 28 - ELECTRONI C SAFETY AND SECURI TY

PROJECT TABLE OF CONTENTS Page 3

28 31 76 I NTERI OR FI RE ALARM AND MASS NOTI FI CATI ON SYSTEM

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 01 19 FI ELD- MOLDED SEALANTS FOR SEALI NG JOI NTS I N RI GI D

PAVEMENTS

32 05 33 LANDSCAPE ESTABLI SHMENT

32 11 16 BASE COURSE FOR RI GI D PAVI NG

32 11 23 GRADED- CRUSHED AGGREGATE BASE COURSE

32 12 10 BI TUMI NOUS TACK AND PRI ME COATS

32 12 16 HOT- MI X ASPHALT ( HMA) FOR ROADS

32 13 11 CONCRETE PAVEMENT FOR AI RFI ELDS AND OTHER HEAVY- DUTY

PAVEMENTS

32 16 13 CONCRETE SI DEWALKS

32 17 23 PAVEMENT MARKI NGS

32 31 13 BARRI ER GATE OPERATOR

32 92 23 SODDING

DI VI SI ON 33 - UTI LI TI ES

33 11 00 WATER UTI LI TY DI STRI BUTI ON PI PI NG

DI VI SI ON 41 - MATERI AL PROCESSI NG AND HANDLI NG EQUI PMENT

41 22 23. 19 MONORAI L HOI STS

- - End of Pr oj ect Tabl e of Cont ent s - -

PROJECT TABLE OF CONTENTS Page 4

F-35 Phase 1 Bldg 150 CURZ 152802

SECTION 11 01 50

RIGID RAIL FALL PROTECTION SYSTEMS

08/08

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.

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI Z359.3 (2007) Safety Requirements for Positioning and Travel Restraint Systems

ASTM INTERNATIONAL (ASTM)

ASTM A36/A36M (2014) Standard Specification for Carbon Structural Steel

NATIONAL INSTITUTE FOR OCCUPATIONAL SAFETY AND HEALTH (NIOSH)

CFR 29 Part 1926 Safety and Health Regulations for Construction

1.2 SYSTEM DESCRIPTION

Fall restraint system which allows user to walk uninterrupted the entire length of each system and provide secure anchorage to restraint a fall by users. System shall be hands-free, allowing user to work with both hands as if normally traveling along walking surface.

1.2.1 Engineering Analysis Design Requirements

a. Fall protection systems to be designed by a Registered Professional Engineer experienced in the design of fall protection systems.

b. Fall protection systems shall be designed for the number of users per 2.1.

c. Dynamic and dead load reactions shall be generated for all intermediate and end supports of the fall protection system.

d. Design of all fall protection systems to safely resist the dynamically applied loads while maintaining a safety factor of two against failure.

e. Design of fall protection systems shall be based on the understanding that the underlying structural steel supports are adequate to support the imposed loads.

1.3 SUBMITTALS

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

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

When used, a designation following the "G" designation identifies the

92654Bldg150 SECTION 11 01 50 Page 1 office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURE:

SD-02 Shop Drawings

Fall Protection System

Sealed an signed by licensed professional engineer responsible for preparation of engineering analysis who thereby certifies preparing or supervising preparation of data to comply with specified requirements and recognized engineering principles and practices. Show plans, elevations, sections, and large-scale details indicating coordination with building structure and relationships with other construction. Indicate maximum dynamic and static loads imposed on building structure at points of support. Indicate details of adjoining Work, even though not included in Work of this Section, to ensure coordination of Work and Work of other sections. Schedule and describe anchorage assemblies and their related components. Include data for capacity of each type of fastener for its intended use. Reference detail numbers where applicable.

SD-03 Product Data

Track System; G

Deceleration Devices; G

Trolley; G

Harness; G

Include capacities, sizes, performances, test certifications, operations, safety features, finishes, and similar information.

SD-05 Design Data

Engineering Analysis; G

Sealed and signed by licensed professional engineer who thereby certifies preparing or supervising preparation of data to comply with specified requirements and recognized engineering principles and practices. Include computations for justification of framing elements or sections, connections including fasteners and welds and anchorage assemblies required to support the fall protection system. Provide loads delivered to the roof framing system for verification by the Engineer of Record.

SD-07 Certificates

Fall Protection System; G

Signed by manufacturer certifying that system components comply with requirements and compliance with contract documents and approved drawings and calculations.

SD-09 Manufacturer's Field Reports

Attendee List

92654Bldg150 SECTION 11 01 50 Page 2

Submit list of attendees at training class in the use care and maintenance of fall protection equipment.

Operational Test

Provide letter of certification from licensed Design Engineer indicating completion of operational testing on installed systems.

SD-10 Operation and Maintenance Data

Fall Protection System

For fall protection system to include in emergency, operation, and maintenance manuals. Include complete parts list. Include operation procedures for proper use of equipment for safe operation of systems.

1.4 QUALITY ASSURANCE

1.4.1 Manufacturer Qualifications

Manufacturer must have produced fall protection systems identical or similar to those required for this Project.

1.4.2 Installer Qualifications

System manufacturer or manufacturer's authorized representative who is trained and approved for installation of units required for this project.

1.4.3 Professional Engineer Qualifications

Professional engineer shall be registered in the State that the work is to take place and be employed by the fall protection manufacturer as a full time fall protection systems designer.

1.5 PROJECT CONDITIONS

1.5.1 Field Measurements

Verify field measurements and indicate measurements on shop drawings to ensure required fit.

1.6 DELIVERY, STORAGE, AND HANDLING

Deliver, store, and handle materials, components, and equipment in manufacturer's original unopened protective packaging. Store materials, components, and equipment in original unopened protective packaging off of ground, under cover, and in a dry location. Handle according to manufacturer's written recommendations to prevent damage, deterioration, or soiling.

PART 2 PRODUCTS

2.1 SYSTEM DESIGN

Fall restraint system manufacturer shall provide primary and secondary framing, and bracing required to transmit fall protection loads to the roof truss panel points. Fall restraint system shall be designed to protect the

92654Bldg150 SECTION 11 01 50 Page 3 user while they are attached to track system. System shall be designed for:

a. Four users per fuselage, 2 users per wing.

b. Framing provided by fall restraint system manufacturer shall not conflict with crane.

2.1.1 Track System

a. Single enclosed track trussed fall protection system.

b. Constructed of ASTM A36/A36M steel.

c. Self cleaning profile.

2.1.2 Trolley

a. All steel body.

b. Anti-friction ball bearing trolley which provides 1:100 movement-to-weight ratio.

c. 360-degree rotating eye.

2.1.2.1 Deceleration Devices

Users shall supply self-retracting lanyards (personal fall limiter) for each user for which the system is designed. Meet or exceed applicable standards of ANSI Z359.3, CFR 29 Part 1926, and meeting following requirements:

a. Maximum Load: 310 pounds.

b. Weight: 20 pounds.

c. Construction: Heavy duty sealed aluminum casing with 3/16 inch minimum stainless steel wire rope.

d. As required to permit personnel access the SRL from the ground.

e. Fall Restraint Forces: Less than 900 pounds.

f. Fall Protection: Designer shall coordinate self-retracting lanyard with users.

2.1.2.2 Harness

Provide one harness for each user for which the system is designed. Meet or exceed applicable standards of ANSI Z359.3 and CFR 29 Part 1926.

2.2 MATERIALS

Fasteners shall be designed and provided by fall protection system manufacturer. Fasteners shall be designed to support a load on the system of two times the maximum design load without failure. Structural steel supporting members supplied by the fall protection manufacture shall comply with Section 05 12 00 STRUCTURAL STEEL.

92654Bldg150 SECTION 11 01 50 Page 4

2.3 FABRICATION

System components shall be of same material unless otherwise indicated.

Exposed work shall be true to line and level with accurate angles, surfaces and with straight, square edges. Coordinate anchorage system with supporting structure. Fabricate anchoring devices as recommended by the manufacturer to provide adequate support for intended use.

PART 3 EXECUTION

3.1 INSTALLATION

Install according to the approved shop drawings and manufacturer's instructions. Install anchorage and fasteners in accordance with manufacturer's recommendations to obtain the allowable working loads published in the product literature and in accordance with this Section.

Do not load or stress fall protection system until all materials and fasteners are properly installed and ready for service.

3.2 FIELD QUALITY CONTROL

3.2.1 Post-Erection Inspection

After erection, Contractor and Contracting Office shall jointly inspect installed system and components to determine compliance with specifications and approved submittals.

3.2.2 Operational Test

After erection and inspection, test the fall protection system in service to determine that each component of system operates as specified, is properly installed and adjusted, and is free from defects in material, manufacture, installation, and workmanship. Rectify deficiencies disclosed by testing and retest system or component to prove that system is fully operational.

3.2.3 Operator Training

Provide a minimum of four hours of operator training after system has been installed and proof tested. Training is to be for the users of the system conducted at the installation site. The Contractor shall submit attendee list.

3.3 CLEANING

Remove loose materials, crating, and packing materials from premises.

-- End of Section --

92654Bldg150 SECTION 11 01 50 Page 5

SECTION 12 21 00

WINDOW BLINDS

08/10

PART 1 GENERAL

1.1 SUMMARY

Provide window treatment, conforming to NFPA 701, complete with necessary brackets, fittings, and hardware. Provide each window treatment type as a complete unit in accordance with paragraph WINDOW TREATMENT PLACEMENT SCHEDULE. Mount and operate equipment in accordance with manufacturer's instructions. Completely cover windows to receive a treatment.

1.2 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.

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 701 (2015) Standard Methods of Fire Tests for Flame Propagation of Textiles and Films

SCIENTIFIC CERTIFICATION SYSTEMS (SCS)

SCS Scientific Certification Systems (SCS)Indoor Advantage

UL ENVIRONMENT (ULE)

ULE Greenguard UL Greenguard Certification Program

1.3 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

Installation

SD-03 Product Data

Window Blinds; G Installation Certification

SD-04 Samples

Window Blinds; G

92654Bldg150 SECTION 12 21 00 Page 1

SD-06 Test Reports

Window Blinds

SD-08 Manufacturer's Instructions

Window Blinds; G

SD-10 Operation and Maintenance Data

Window Blinds; G

1.4 SUSTAINABLE DESIGN CERTIFICATION

Product shall be third party certified in accordance with ULE GreenguardSCS Scientific Certification Systems Indoor Advantage or equal. Certification shall be performed annually and shall be current.

1.5 DELIVERY, STORAGE, AND HANDLING

Deliver components to the job site in the manufacturer's original packaging with the brand or company name, item identification, and project reference clearly marked. Store components in a dry location that is adequately ventilated and free from dust, water, or other contaminants and has easy access for inspection and handling. Store materials flat in a clean dry area with temperature maintained above 50 degrees F. Do not open containers until needed for installation unless verification inspection is required.

1.6 WARRANTY

Provide manufacturer's standard performance guarantees or warranties that extend beyond a 1 year period.

PART 2 PRODUCTS

2.1 WINDOW BLINDS

Provide each blind, including hardware, accessory items, mounting brackets and fastenings, as a complete unit produced by one manufacturer. All parts shall be one color, unless otherwise indicated, to match the color of the blind slat. Treat steel features for corrosion resistance. Submit samples of each type and color of window treatment. Provide aluminum horizontal louver blind slats 6 inch in length for each color. Also submit results of Fire resistance, Flame Spread, and Smoke contribution tests.

2.1.1 Horizontal Blinds

Provide horizontal blinds with 1 inch slats. Blind units shall be capable of nominally 180 degree partial tilting operation and full-height raising.

Blinds shall be inside mount. Provide tapes for 2 inch slats with longitudinal reinforced vinyl plastic in 1-piece turn ladder construction.

Tapes for 1 inch slats shall be braided polyester or nylon.

2.1.1.1 Head Channel and Slats

Provide head channel made of steel or aluminum with corrosion-resistant finish nominal 0.024 inch for 1 inch slats. Provide slats of aluminum, not

92654Bldg150 SECTION 12 21 00 Page 2 less than 0.008 inch thick, and of sufficient strength to prevent sag or bow in the finished blind. Provide a sufficient amount of slats to assure proper control, uniform spacing, and adequate overlap. Enclose all hardware in the headrail.

2.1.1.2 Controls

The slats shall be tilted by a transparent tilting wand, hung vertically by its own weight, and shall swivel for easy operation. Provide a tilter control of enclosed construction. Provide moving parts and mechanical drive made of compatible materials which do not require lubrication during normal expected life. The tilter shall tilt the slats to any desired angle and hold them at that angle so that any vibration or movement of ladders and slats will not drive the tilter and change the angle of slats. Include a mechanism to prevent over tightening. Provide a wand of sufficient length to reach to within 5 feet of the floor.

2.1.1.3 Intermediate Brackets

Provide intermediate brackets for installation, as recommended by the manufacturer, of blinds over 60 inch wide.

2.1.1.4 Bottom Rail

Provide bottom rail made of corrosion-resistant steel with factory applied finish. Provide closed oval shaped bottom rail with double-lock seam for maximum strength. Bottom rail and end caps to match slats in color.

2.1.1.5 Braided Ladders

Provide braided ladders of 100 percent polyester yarn, color to match the slat color. Space ladders 15.2 slats per foot of drop in order to provide a uniform overlap of the slats in a closed position.

2.1.1.6 Hold-Down Brackets

Provide universal type hold-down brackets for sill or jamb mount where indicated on placement list.

2.2 COLOR

Provide color, pattern and texture in accordance with Section 09 06 90 SCHEDULES FOR PAINTING AND COATING. Color listed is not intended to limit the selection of equal colors from other manufacturers.

PART 3 EXECUTION

3.1 EXAMINATION

After becoming familiar with details of the work, verify all dimensions in the field, and advise the Contracting Officer of any discrepancy before performing the work.

3.2 INSTALLATION

Submit drawings showing fabrication and installation details. Show layout and locations of track, direction of draw, mounting heights, and details.

92654Bldg150 SECTION 12 21 00 Page 3

3.2.1 Horizontal and Audio Visual Blinds

Perform installation of Horizontal and Audio Visual Blinds in accordance with the approved detail drawings and manufacturer's installation instructions. Install units level, plumb, secure, and at proper height and location relative to window units. Provide and install supplementary or miscellaneous items in total, including clips, brackets, or anchorages incidental to or necessary for a sound, secure, and complete installation.

Do not start installation until completion of room painting and finishing operations.

3.3 CLEAN-UP

Upon completion of the installation, free window treatments from soiling, damage or blemishes; and adjust them for form and appearance and proper operating condition. Repair or replace damaged units as directed by the Contracting Officer. Isolate metal parts from direct contact with concrete, mortar, or dissimilar metals. Ensure blinds installed in recessed pockets can be removable without disturbing the pocket. The entire blind, when retracted, shall be contained behind the pocket. For blinds installed outside the jambs and mullions, overlap each jamb and mullion 0.75 inch or more when the jamb and mullion sizes permit. Include all hardware, brackets, anchors, fasteners, and accessories necessary for a complete, finished installation.

92654Bldg150 SECTION 12 21 00 Page 4

SECTION 12 48 13

ENTRANCE FLOOR MATS AND FRAMES

02/14

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 B221 (2014) Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes

ASTM D2047 (2011) Static Coefficient of Friction of Polish-Coated Floor Surfaces as Measured by the James Machine

ASTM E648 (2014c) Standard Test Method for Critical Radiant Flux of Floor-Covering Systems Using a Radiant Heat Energy Source

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

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

1.2 SUSTAINABILITY REPORTING

Materials in this technical specification may contribute towards contract compliance with sustainability requirements.

1.3 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

Installation Drawings; G

Detail Drawings; G

Custom Graphics Drawings; G

SD-03 Product Data

Entrance Floor Mats and Frames; G

92654Bldg150 SECTION 12 48 13 Page 1

Adhesives and Concrete Primers; G

SD-04 Samples

Entrance Floor Mats and Frames; G

Custom Graphics; G

SD-08 Manufacturer's Instructions

Manufacturer's Instructions; G

SD-10 Operation and Maintenance Data

Protection, Maintenance, and Repair Information; G

1.4 QUALITY ASSURANCE

Comply with 36 CFR 1191 Americans with Disabilities Act (ADA) Accessibility Guidelines for Buildings and Facilities; Architectural Barriers Act (ABA) Accessibility Guidelines for installed entrance floor mats and frames. Ensure entrance floor mats and frames are slip resistant in accordance with ASTM D2047, Coefficient of Friction, minimum 0.60 for accessible routes and be structurally capable of withstanding a wheel load of 350 lb./wheel. Ensure flammability is in accordance with ASTM E648, Class 1, Critical Radiant Flux, minimum 0.45 watt/m2.

1.5 DELIVERY OF MATERIALS

Deliver materials to the project site in their original packages or containers bearing labels clearly identifying the manufacturer, brand name, and quality or grade.

Store materials in their original unbroken packages or containers in the area in which they will be installed. Unwrap, inspect, and place mats at indicated location. Remove all excess packing materials.

PART 2 PRODUCTS

2.1 Entrance Floor Mats and Frames

Submit manufacturer's catalog data. Submit sample of assembled sections of floor mat showing corners, intersections, and other details of construction. Submit samples of exposed floor mat, frame finish and accessories, and custom graphics.

2.1.1 Floor Grids

Floor grid consists of a series of aluminum tread rails spaced 1.5 inches on center and running counter to the traffic flow. Ensure floor grids allow debris to fall to sub-floor. Rest grid assemblies on continuous vinyl cushion mounted to each continuous foot at 1-1/2 inch on center.

Provide all anchors, fasteners, accessories and other necessary parts required for a complete installation.

2.1.2 Frames

Recessed frames in extruded aluminum Alloy 6061-T6 ASTM B221 or Alloy

92654Bldg150 SECTION 12 48 13 Page 2

6063-T5 ASTM B221. Ensure frame depth accommodates mat and/or system specified. Color is clear. Edge-frame members are fabricated in single lengths or minimum pieces possible, with hairline joints equally spaced and pieces spliced together by straight connecting pins. Ensure concealed surfaces of aluminum frames that contact cementious material are coated with manufacturer's standard protective coating. Frames include accessories and devices necessary for a complete installation.

2.1.3 Tread Insert Options

Tread inserts consist of carpet composed of solution dyed nylon or polypropylene carpet fibers fusion-bonded to a rigid two-ply backing to prevent fraying and supplied in continuous splice-free lengths; carpet has anti-static and anti-stain treatments. Pile weight is a minimum 30 ounces per square yard carpet/bristle filament mix.

2.2 ADHESIVES AND CONCRETE PRIMERS

Provide adhesives and concrete primers, where required, according to manufacturer's recommendations.

2.3 COLOR AND SIZE

Ensure color is in accordance with Section 09 06 90 SCHEDULES FOR PAINTING AND COATING. Size of mat is as indicated.

PART 3 EXECUTION

3.1 EXAMINATION

Comply with manufacturer's requirements of substrates and floor conditions affecting installation of floor mats and frames. Installation cannot occur until unsatisfactory conditions have been corrected.

3.2 INSTALLATION

Install floor mats and frames according to manufacturer's instructions.

Set mat tops at height recommended by manufacturer for most effective cleaning action. Coordinate top of mat surfaces with bottom of doors that swing across mats to provide clearance between door and mat. Coordinate recess frame installation with concrete construction to ensure frame anchorage is correct and that the base is level and flat. Install grout and fill around frames and, if required to set mat tops at proper elevations, in recesses under mats. Finish grout and fill smooth and level.

Submit detail drawings, and custom graphics drawings as required. Provide installation drawings. Provide manufacturer's protection, maintenance, and repair information.

92654Bldg150 SECTION 12 48 13 Page 3

SECTION 13 48 00.00 10

SEISMIC PROTECTION FOR MECHANICAL EQUIPMENT

10/07

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.

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

AISC 325 (2011) Steel Construction Manual

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 3-310-04 (2016) Seismic Design for Buildings with change 1, 20 June 2016

UFC 4-010-01 (2012; with Change 1) DoD Minimum Antiterrorism Standards for Buildings

1.2 SYSTEM DESCRIPTION

1.2.1 General Requirements

Apply the requirements for seismic protection measures described in this section to the mechanical equipment and systems listed below. Structural requirements shall be in accordance with Section 13 48 00 SEISMIC

PROTECTION FOR MISCELLANEOUS EQUIPMENT.

1.2.2 Mechanical Equipment

Mechanical equipment to be seismically protected shall include the following items to the extent required on the drawings or in other sections of these specifications:

a. Compressed air receiver tanks.

1.2.3 Mechanical Systems

Install the following mechanical systems as required on the drawings and other sections of these specifications and seismically protect them in accordance with this specification:

a. Natural gas Piping.

1.2.4 Contractor Designed Bracing

Submit copies of the design calculations with the drawings. Calculations shall be approved, certified, stamped and signed by a registered Professional Engineer. Calculations shall verify the capability of structural members to which bracing is attached for carrying the load from the brace. Design the bracing in accordance with UFC 3-310-04 and

92654Bldg150 SECTION 13 48 00.00 10 Page 1 additional data furnished by the Contracting Officer. Resistance to lateral forces induced by earthquakes shall be accomplished without consideration of friction resulting from gravity loads. UFC 3-310-04 uses parameters for the building, not for the equipment in the building;

therefore, corresponding adjustments to the formulas shall be required.

Loadings determined using UFC 3-310-04 are based on strength design;

therefore, AISC 325 Specifications shall be used for the design. The bracing for the following mechanical equipment and systems shall be developed by the Contractor: Bracing shall comply with requirements in UFC 4-010-01 where required for inhabited and primary gathering facilities and 13 48 00 SEISMIC PROTECTION FOR MISCELLANEOUS EQUIPMENT.

1.2.5 Items Not Covered By This Section

1.2.5.1 Fire Protection Systems

Seismic protection of piping for fire protection systems shall be installed as specified in Sections 21 30 00 FIRE PUMPS, 21 13 13.00 10 WET

PIPE SPRINKLER SYSTEM, FIRE PROTECTION, 21 13 18.00 10 PREACTION AND

DELUGE SPRINKLER SYSTEMS, FIRE PROTECTION.

1.2.5.2 Items Requiring No Seismic Restraints

Seismic restraints are not required for the following items:

a. Gas piping less than 1 inch inside diameter.

1.3 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Coupling and Bracing Flexible Couplings or Joints Equipment Requirements Contractor Designed Bracing; G

SD-03 Product Data

Coupling and Bracing; G Equipment Requirements; G Contractor Designed Bracing; G

SD-07 Certificates

Flexible Ball Joints.

PART 2 PRODUCTS

2.1 EQUIPMENT REQUIREMENTS

Submit copies of the design calculations with the detail drawings.

Calculations shall be stamped by a registered engineer and shall verify the capability of structural members to which bracing is attached for carrying the load from the brace.

92654Bldg150 SECTION 13 48 00.00 10 Page 2

2.1.1 Rigidly Mounted Equipment

The following specific items of equipment to be furnished under this contract shall be constructed and assembled to withstand the seismic forces specified in UFC 3-310-04 . Each item of rigid equipment shall be entirely located and rigidly attached on one side only of a building expansion joint. Piping, duct, electrical conduit, etc., which cross the expansion joint shall be provided with flexible joints that are capable of accommodating displacements equal to the full width of the joint in both orthogonal directions.

a. Compressed air receivers.

2.2 FLEXIBLE BALL JOINTS

Flexible ball joints shall have cast or wrought steel casing and ball parts capable of 360-degree rotation with not less than 15-degree angular movement. Flexible ball joints shall be certified to be suitable for the service intended by the manufacturer. Information verifying experience at not less than 3 locations of 2 years' satisfactory operation in a similar application shall be submitted.

2.3 FLEXIBLE MECHANICAL JOINTS

a. Mechanical couplings for steel or cast iron pipe shall be of the sleeve type and shall provide a tight flexible joint under all reasonable conditions, such as pipe movement caused by expansion, contraction, slight settling or shifting of the ground, minor variations in trench gradients, and traffic vibrations. Where permitted in other sections of these specifications, joints utilizing split-half couplings with grooved or shouldered pipe ends may be used.

b. Sleeve-type couplings shall be used for joining plain-end pipe sections. The coupling shall consist of one steel middle ring, two steel followers, two gaskets, and necessary steel bolts and nuts to compress the gaskets.

2.4 MANUFACTURED BALL JOINTS

Manufactured ball joints shall be as recommended by the manufacturer for the intended use, and shall be approved by the Contracting Officer before installation.

2.5 SWAY BRACING MATERIALS

Sway bracing materials (e.g. rods, plates, rope, angles, etc.) shall be as specified in Section 13 48 00 SEISMIC PROTECTION FOR MISCELLANEOUS

EQUIPMENT.

PART 3 EXECUTION

3.1 COUPLING AND BRACING

a. Submit detail drawings, as specified here and throughout this specification, along with catalog cuts, templates, and erection and installation details, as appropriate, for the items listed.

Submittals shall be complete in detail; shall indicate thickness, type, grade, class of metal, and dimensions; and shall show

92654Bldg150 SECTION 13 48 00.00 10 Page 3 construction details, reinforcement, anchorage, and installation with relation to the building construction.

b. Coupling installation shall conform to the details shown on the drawings. Provisions of this paragraph apply to all piping within a 5 foot line around outside of building unless buried in the ground.

Piping grouped for support on trapeze-type hangers shall be braced at the most frequent interval as determined by applying the requirements of this specification to each piping run on the common support.

c. Bracing components shall be sized as required for the total load carried by the common supports. Bracing rigidly attached to pipe flanges, or similar, shall not be used where it would interfere with thermal expansion of piping.

3.2 BUILDING DRIFT

Joints capable of accommodating seismic displacements shall be provided for vertical piping between floors of the building, where pipes pass through a building seismic or expansion joint, or where rigidly supported pipes connect to equipment with vibration isolators. Horizontal piping across expansion joints shall accommodate the resultant of the drifts of each building unit in each orthogonal direction. For threaded piping, swing joints made of the same piping material shall be provided. For piping with manufactured ball joints the seismic drift shall be 0.015 feet per foot of height above the base where the seismic separation occurs;

this drift value shall be used in place of the expansion given in the manufacturer's selection table.

3.3 FLEXIBLE COUPLINGS OR JOINTS

3.3.1 Building Piping

Flexible couplings or joints in building piping shall be provided at bottom of all pipe risers for pipe larger than 3-1/2 inches in diameter.

Flexible couplings or joints shall be braced laterally without interfering with the action of the flexible coupling or joint. Cast iron waste and vent piping need only comply with these provisions when caulked joints are used. Flexible bell and spigot pipe joints using rubber gaskets may be used at each branch adjacent to tees and elbows for underground waste piping inside of building to satisfy these requirements.

3.4 PIPE SLEEVES

Pipe sleeves in interior non-fire rated walls shall be sized as indicated on the drawings to provide clearances that will permit differential movement of piping without the piping striking the pipe sleeve. Pipe sleeves in fire rated walls shall conform to the requirements in Section

07 84 00 FIRESTOPPING.

3.5 SPREADERS

Spreaders shall be provided between adjacent piping runs to prevent contact during seismic activity whenever pipe or insulated pipe surfaces are less than 4 inches apart. Spreaders shall be applied at same interval as sway braces at an equal distance between the sway braces. If rack type hangers are used where the pipes are restrained from contact by mounting to the rack, spreaders are not required for pipes mounted in the rack.

Spreaders shall be applied to surface of bare pipe and over insulation on

92654Bldg150 SECTION 13 48 00.00 10 Page 4 insulated pipes utilizing high-density inserts and pipe protection shields in accordance with the requirements of Section 23 07 00 THERMAL INSULATION

FOR MECHANICAL SYSTEMS.

3.6 SWAY BRACES FOR PIPING

Sway braces shall be provided to prevent movement of the pipes under seismic loading. Braces shall be provided in both the longitudinal and transverse directions, relative to the axis of the pipe. The bracing shall not interfere with thermal expansion requirements for the pipes as described in other sections of these specifications.

3.6.1 Transverse Sway Bracing

Transverse sway bracing for steel and copper pipe shall be provided as specified in Section 13 48 00 SEISMIC PROTECTION FOR MISCELLANEOUS EQUIPMENT. All runs (length of pipe between end joints) shall have a minimum of two transverse braces. Transverse sway bracing for pipes of materials other than steel and copper shall be provided at intervals not to exceed the hanger spacing as specified in Section 22 00 00 PLUMBING, GENERAL PURPOSE.

3.6.2 Longitudinal Sway Bracing

Longitudinal sway bracing shall be provided at 40 foot intervals unless otherwise indicated. All runs (length of pipe between end joints) shall have one longitudinal brace minimum. Sway braces shall be constructed in accordance with the drawings. Branch lines, walls, or floors shall not be used as sway braces.

3.6.3 Vertical Runs

Run is defined as length of pipe between end joints. Vertical runs of piping shall be braced at not more than 10 foot vertical intervals.

Braces for vertical runs shall be above the center of gravity of the segment being braced. All sway braces shall be constructed in accordance with the drawings. Sway braces shall attach to the structural system and shall not be connected to branch lines, walls, or floors.

3.6.4 Clamps and Hangers

Clamps or hangers on uninsulated pipes shall be applied directly to pipe.

Insulated piping shall have clamps or hangers applied over insulation in accordance with Section 23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS.

92654Bldg150 SECTION 13 48 00.00 10 Page 5

SECTION 13 48 00

SEISMIC PROTECTION FOR MISCELLANEOUS EQUIPMENT

08/08

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.

ASME INTERNATIONAL (ASME)

ASME B18.2.1 (2012; Errata 2013) Square and Hex Bolts and Screws (Inch Series)

ASME B18.2.2 (2010) Nuts for General Applications:

Machine Screw Nuts, Hex, Square, Hex Flange, and Coupling Nuts (Inch Series)

ASTM INTERNATIONAL (ASTM)

ASTM A153/A153M (2016) Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware

ASTM A307 (2014) Standard Specification for Carbon Steel Bolts and Studs, 60 000 PSI Tensile Strength

ASTM A36/A36M (2014) Standard Specification for Carbon Structural Steel

ASTM A500/A500M (2013) Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes

ASTM A53/A53M (2012) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

ASTM A563 (2015) Standard Specification for Carbon and Alloy Steel Nuts

ASTM A572/A572M (2015) Standard Specification for High-Strength Low-Alloy Columbium-Vanadium Structural Steel

ASTM A603 (1998; R 2014) Standard Specification for Zinc-Coated Steel Structural Wire Rope

ASTM A653/A653M (2015; E 2016) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by

92654Bldg150 SECTION 13 48 00 Page 1 the Hot-Dip Process

ASTM E488/E488M (2015) Standard Test Methods for Strength of Anchors in Concrete and Masonry Elements

U.S. DEPARTMENT OF DEFENSE (DOD)

UFC 3-310-04 (2016) Seismic Design for Buildings with change 1, 20 June 2016

UFC 4-010-01 (2012; with Change 1) DoD Minimum Antiterrorism Standards for Buildings

1.2 SYSTEM DESCRIPTION

1.2.1 General Requirements

Apply the requirements for seismic protection measures, described in this section, to the mechanical equipment and systems outlined in Section 13 48 00.00 10 SEISMIC PROTECTION FOR MECHANICAL EQUIPMENT, the electrical equipment and systems outlined in Section 26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT, and the miscellaneous equipment and systems listed below, in accordance with UFC 3-310-04 and additional data furnished by the Contracting Officer. Provide seismic protection measures in addition to any other requirements called for in other sections of these specifications. See structural drawings for building Risk Category and seismic coefficients. Accomplish resistance to lateral forces induced by earthquakes without consideration of friction resulting from gravity loads. Bracing shall also comply with the requirements of UFC 4-010-01 where required for inhabited and primary gathering facilities.

1.2.2 Miscellaneous Equipment and Systems

The bracing for the following miscellaneous equipment and systems shall be developed by the Contractor in accordance with the requirements of this specification:

a. Storage cabinets.

b. Ornamentations.

c. Storage Racks.

d. Signs and Billboards.

e. Shelving.

f. Furnishings.

g. Partitions.

1.3 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

92654Bldg150 SECTION 13 48 00 Page 2

Bracing; G Resilient Vibration Isolation Devices; G Equipment Requirements; G

SD-03 Product Data

Bracing; G Equipment Requirements; G

SD-06 Test Reports

Anchor Bolts; G

PART 2 PRODUCTS

2.1 EQUIPMENT REQUIREMENTS

Submit detail drawings along with calculations, catalog cuts, templates, and erection and installation details, as appropriate, for the items listed below. Indicate thickness, type, grade, class of metal, and dimensions; and show construction details, reinforcement, anchorage, and installation with relation to the building construction. For equipment and systems in buildings that have a performance objective higher than life-safety, the drawings shall be stamped by the registered engineer who stamps the calculations. Calculations shall be stamped, by a registered engineer, and verify the capability of structural members to which bracing is attached for carrying the load from the brace.

2.1.1 Rigidly Mounted Equipment

The following specific items of equipment: Compressed air receivers to be furnished under this contract shall be constructed and assembled to withstand the seismic forces specified in UFC 3-310-04 . For any rigid equipment which is rigidly attached on both sides of a building expansion joint, provide flexible joints for piping, electrical conduit, etc., that are capable of accommodating displacements equal to the full width of the joint in both orthogonal directions.

2.2 BOLTS AND NUTS

Squarehead and hexhead bolts, and heavy hexagon nuts, ASME B18.2.1 , ASME B18.2.2 , or ASTM A307 for bolts and ASTM A563 for nuts. Provide bolts and nuts galvanized in accordance with ASTM A153/A153M when used underground and/or exposed to weather.

2.3 SWAY BRACING

Material used for members listed in this section shall be structural steel conforming with the following:

a. Plates, rods, and rolled shapes, ASTM A36/A36M. If the Contractor does the design, both ASTM A36/A36M and ASTM A572/A572M , grade 503 will be allowed.

b. Wire rope, ASTM A603.

c. Tubes, ASTM A500/A500M , Grade B.

92654Bldg150 SECTION 13 48 00 Page 3

d. Pipes, ASTM A53/A53M, Type S, Grade B.

e. Light gauge angles, less than 1/4 inch thickness, ASTM A653/A653M .

PART 3 EXECUTION

3.1 BRACING

Provide bracing conforming to the arrangements shown. Secure trapeze-type hanger with not less than two 1/2 inch bolts.

3.2 BUILDING DRIFT

Sway braces for a piping run shall not be attached to two dissimilar structural elements of a building that may respond differentially during an earthquake unless a flexible joint is provided.

3.3 ANCHOR BOLTS

Submit copies of test results to verify the adequacy of the specific anchor and application, as specified.

3.3.1 Cast-In-Place

Use cast-in-place anchor bolts, conforming to ASTM A307, for floor or pad mounted equipment, except as specified below. Provide one nut on each bolt. Anchor bolts shall have an embedded straight length equal to at least 12 times nominal diameter of the bolt. Anchor bolts that exceed the normal depth of equipment foundation piers or pads shall either extend into concrete floor or the foundation or be increased in depth to accommodate bolt lengths.

3.3.2 Expansion or Chemically Bonded Anchors

Do not use expansion or chemically bonded anchors: 1) Unless test data in accordance with ASTM E488/E488M has been provided to verify the adequacy of the specific anchor and application. 2) To resist pull-out in overhead and wall installations if the adhesive is manufactured with temperature sensitive epoxies and the location is accessible to a building fire.

Install expansion and chemically bonded anchors in accordance with the manufacturer's recommendations. Adjust the allowable forces for the spacing between anchor bolts and the distance between the anchor bolt and the nearest edge, as specified by the manufacturer.

3.3.2.1 General Testing

Test in place expansion and chemically bonded anchors not more than 24 hours after installation of the anchor, conducted by an independent testing agency; testing shall be performed on random anchor bolts as described below.

3.3.2.2 Torque Wrench Testing

Perform torque wrench testing on not less than 50 percent of the total installed expansion anchors and at least one anchor for every piece of equipment containing more than two anchors. The test torque shall equal the minimum required installation torque as required by the bolt manufacturer. Calibrate torque wrenches at the beginning of each day the torque tests are performed. Recalibrate torque wrenches for each bolt

92654Bldg150 SECTION 13 48 00 Page 4 diameter whenever tests are run on bolts of various diameters. Apply torque between 20 and 100 percent of wrench capacity. Reach the test torque within one half turn of the nut, except for 3/8 inch sleeve anchors which shall reach their torque by one quarter turn of the nut. If any anchor fails the test, test similar anchors not previously tested until 20 consecutive anchors pass. Failed anchors shall be retightened and retested to the specified torque; if the anchor still fails the test it shall be replaced.

3.3.2.3 Pullout Testing

Test expansion and chemically bonded anchors by applying a pullout load using a hydraulic ram attached to the anchor bolt. At least 5 percent of the anchors, but not less than 3 per day shall be tested. Apply the load to the anchor without removing the nut; when that is not possible, the nut shall be removed and a threaded coupler shall be installed of the same tightness as the original nut. Check the test setup to verify that the anchor is not restrained from withdrawing by the baseplate, the test fixture, or any other fixtures. The support for the testing apparatus shall be at least 1.5 times the embedment length away from the bolt being tested. Load each tested anchor to 1 times the design tension value for the anchor. The anchor shall have no observable movement at the test load. If any anchor fails the test, similar anchors not previously tested shall be tested until 20 consecutive anchors pass. Failed anchors shall be retightened and retested to the specified load; if the anchor still fails the test it shall be replaced.

3.4 RESILIENT VIBRATION ISOLATION DEVICES

Where the need for these devices is determined, based on the magnitude of the design seismic forces, selection of anchor bolts for vibration isolation…