VOL3.PDF

VOLUME 3 OF 6

SOLICITATION NO: W9127820R0012

CADD CODE: M017EU45

SPECIFICATIONS

FOR

FY20 AIRCRAFT MAINTENANCE FACILITY

SOTO CANO AIR BASE, HONDURAS

“GOOD ENGINEERING RESULTS IN A BETTER ENVIRONMENT”

U.S. ARMY ENGINEER DISTRICT, MOBILE

109 St. Joseph St

Mobile, Alabama 36602

This page was intentionally left blank for duplex printing.

FY20 AIRCRAFT MAINTENANCE FACILITY W9127820R0012

SOTO CANO AIR BASE, HONDURAS M017EU45

Table of Contents Page 1

TABLE OF CONTENTS

VOLUME 1 OF 6

CHECKLIST FOR PREPARATION OF OFFERS

BIDDING REQUIREMENTS

Contract Clauses

STANDARD FORM 1442 - SOLICITATION, OFFER, AND AWARD

BIDDING SCHEDULE

EXPLANATION OF BID ITEMS

STANDARD FORM 24 - BID BOND

STANDARD FORM 28 - AFFIDAVIT OF INDIVIDUAL SURETY

STANDARD FORM LLL - DISCLOSURE OF LOBBYING ACTIVITIES

00 11 00 PROPOSAL SUBMISSION REQUIREMENTS AND INSTRUCTIONS

00 12 00 EVALUATION CRITERIA AND BASIS OF AWARD

00 21 16 INSTRUCTION TO PROPOSERS

00 45 00 REPRESENTATIONS AND CERTIFICATIONS

00 70 00 CONTRACT CLAUSES

CESAM FORM 1151, PROMPT PAYMENT CERTIFICATION AND SUPPORTING

DATA FOR CONTRACTOR PROGRESS PAYMENT INVOICE

SPECIFICATIONS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 ADDITIONAL SPECIAL CONTRACT REQUIREMENTS

01 00 01 GENERAL CONTRACT REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

SUBMITTAL REGISTER

FORM 4025

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 42 15 METRIC MEASUREMENTS

01 45 00.00 10 QUALITY CONTROL

01 45 00.10 10 QUALITY CONTROL SYSTEM (QCS)

SAM FORM 696

01 45 35 SPECIAL INSPECTIONS

ATTACHMENT 1 - CONTRACTOR & INSPECTIONS STATEMENT

ATTACHMENT 2 - SCHEDULE OF SPECIAL INSPECTIONS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 23 OPERATION AND MAINTENANCE DATA

DIVISION 02 – EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 03 – CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 35 43.00 GROUND, POLISHED AND DYED CONCRETE

03 42 13.10 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE CONSTRUCTION

Table of Contents Page 2

VOLUME 2 OF 6

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 05 23 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

05 21 00 STEEL JOIST FRAMING

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 51 00 METAL STAIRS

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 20 00 FINISH CARPENTRY

06 41 16 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 05 23 PRESSURE TESTING AN AIR BARRIER SYSTEM FOR AIR TIGHTNESS

07 13 53 ELASTOMERIC SHEET WATERPROOFING

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 27 10.00 BUILDING AIR BARRIER SYSTEM

07 27 19.01 SELF-ADHERING AIR BARRIERS

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 27 36 SPRAY FOAM AIR BARRIERS

07 41 13 METAL ROOF PANELS

07 42 63 FABRICATED WALL PANEL ASSEMBLIES

07 54 19.00 POLYVINYL-CHLORIDE ROOFING

07 60 00 FLASHING AND SHEET METAL

07 81 00 SPRAY-APPLIED FIREPROOFING

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMINUM DOORS AND FRAMES

08 14 00 WOOD DOORS

08 33 13 METAL ROLLING COUNTER DOORS

08 33 23 OVERHEAD COILING DOORS

08 34 16 STEEL SLIDING HANGAR DOORS

08 34 59 VAULT DOORS AND DAY GATES

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 45 23.00 INSULATED TRANSLUCENT FIBERGLASS WALL PANEL ASSEMBLIES

08 51 13 ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 06 00 SCHEDULES FOR FINISHES

Table of Contents Page 3

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 24 23 CEMENT STUCCO

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 67 23.15 FUEL RESISTIVE RESINOUS FLOORING, 3-COAT SYSTEM

09 84 20 ACOUSTICAL WALL PANELS

09 90 00 PAINTS AND COATINGS

DIVISION 10 – SPECIALTIES

10 10 00.00 VISUAL COMMUNICATIONS SPECIALTIES

10 14 00.10 EXTERIOR SIGNAGE

10 14 00.20 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 22 13 WIRE MESH PARTITIONS

10 26 13.00 WALL AND CORNER GUARDS

10 28 13 TOILET ACCESSORIES

10 51 13 METAL LOCKERS

10 51 14 TA-50 MILITARY LOCKERS

10 81 13 BIRD CONTROL DEVICES

DIVISION 12 – FURNISHINGS

12 21 00 WINDOW BLINDS

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

VOLUME 3 OF 6

DIVISION 13 - SPECIAL CONSTRUCTION

13 21 48 PREFABRICATED USED PRODUCT RECLAMATION/POL STORAGE BUILDING

13 34 19 METAL BUILDING SYSTEMS

13 48 00 SEISMIC BRACING FOR MISCELLANEOUS EQUIPMENT

DIVISION 14 - CONVEYING EQUIPMENT

14 24 23 HYDRAULIC PASSENGER ELEVATORS

DIVISION 21 – FIRE SUPRESSION

21 13 13.10 WET PIPE SPRINKLER SYSTEM, FIRE PROTECTION

21 13 25 HIGH-EXPANSION FOAM SYSTEM, FIRE PROTECTION

21 30 00 FIRE PUMPS

DIVISION 22 – PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

DIVISION 23 – HEATING, VENTALATION, AND AIR CONDITIONING (HVAC)

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

23 05 48.19 SEISMIC BRACING FOR HVAC

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC SYSTEMS

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 08 00.10 COMMISSIONING OF HVAC SYSTEMS

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

23 23 00 REFRIGERANT PIPING

23 81 00.36 UNITARY HEATING AND COOLING EQUIPMENT

Table of Contents Page 4

DIVISION 25 – INTEGRATED AUTOMATION

25 05 11.01 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS – FIRE ALARM AND MASS

NOTIFICATION SYSTEM

25 05 11.02 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS – UTILITY MONITORING

CONTROL SYSTEM

DIVISION 26 – ELECTRICAL

26 00 00 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 48 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 08 00 APPARATUS INSPECTION AND TESTING

26 12 19 THREE-PHASE PAD-MOUNTED TRANSFORMERS

26 13 01 PAD-MOUNTED DEAD-FRONT AIR INSULATED SWITCHGEAR

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 24 13 SWITCHBOARDS

26 32 14 DIESEL-GENERATOR SET, STATIONARY 15-300 KW, STANDBY APPLICATIONS

26 35 43 400-HERTZ (HZ) SOLID STATE FREQUENCY CONVERTER

26 36 00 AUTOMATIC TRANSFER SWITCH AND BY-PASS/ISOLATION SWITCH

26 41 00 LIGHTNING PROTECTION SYSTEM

26 42 14 CATHODIC PROTECTION SYSTEM (SACRIFICIAL ANODE)

26 42 15 CATHODIC PROTECTION SYSTEM (STEEL WATER TANKS)

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

26 56 02 AIRFIELD AND HELIPORT LIGHTING AND VISUAL NAVIGATION AIDS

VOLUME 4 OF 6

DIVISION 27 – COMMUNICATION

27 05 14 CABLE TELEVISION PREMISES DISTRIBUTION SYSTEM

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

27 51 16 RADIO AND PUBLIC ADDRESS SYSTEMS

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 31 64 FIRE DETECTION AND ALARM SYSTEM, ADDRESSABLE

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 31 16 SOIL TREATMENT FOR SUBTERRANEAN TERMITE CONTROL

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 01 11.51 RUBBER AND PAINT REMOVAL FROM AIRFIELD PAVEMENTS

32 01 19 FIELD MOLDED SEALANTS FOR SEALING JOINTS IN RIGID PAVEMENTS

32 11 23 AGGREGATE BASE COURSE

32 12 13 BITUMINOUS TACK AND PRIME COATS

32 12 15.13 ASPHALT PAVEMENT FOR AIRFIELDS

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE FACILIITES

32 13 14.13 CONCRETE PAVEMENT FOR AIRFIELDS AND OTHER HEAVY DUTY PAVEMENT

32 16 19 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 17 23 PAVEMENT MARKINGS

32 31 13.53 HIGH-SECURITY CHAIN LINK FENCES AND GATES

32 92 23 SODDING

Table of Contents Page 5

DIVISION 33 - UTILITIES

33 11 00 WATER UTILTY DISTRIBUTION PIPING

33 16 15 WATER STORAGE STEEL TANKS

33 30 00 SANITARY SEWERS

33 31 23.10 SANITARY SEWER FORCE MAIN PIPING

33 32 16 PACKAGED UTILITY WASTEWATER PUMPING STATIONS

33 40 00 STORM DRAINAGE UTILITIES

33 46 16 SUBDRAIN PIPING

33 71 01 OVERHEAD TRANSMISSION AND DISTRIBUTION

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 41 – MATERIAL PROCESSING AND HANDELING EQUIPMENT

41 22 13.15 BRIDGE CRANES, OVERHEAD ELECTRIC, UNDER RUNNING

DIVISION 46 – INDUSTRY-SPECIFIC MANUFACTURING EQUIPMENT

46 25 14 COALESCING OR VERTICAL TUBE OIL-WATER SEPARATORS

VOLUME 5 OF 6

APPENDICES

APPENDIX A SOIL INVESTIGATION REPORT, GSAB AIRCRAFT MAINTENANCE HANGAR

VOLUME 6 OF 6

APPENDIX B CID

--End of Project Table of Contents--

SECTION 13 21 48

PREFABRICATED USED PRODUCT RECLAMATION/POL STORAGE BUILDING

04/06

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.

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 30 (2012) Flammable and Combustible Liquids Code

NFPA 101 (2009) Life Safety Code

NFPA 70 (2007; AMD 1 2008) National Electrical Code - 2008 Edition

NFPA 704 (2006) Standard System for the Identification of the Hazards of Materials for Emergency Response

1.2 RELATED REQUIREMENTS

Provide and deliver two pre-engineered, portable combustible, flammable liquids material storage building FM 6049 to selected location. Walls are 2-Hour Fire Rated. Roof to be FM Approved 1.5-Hour Fire Rated.

1.3 PERFORMANCE REQUIREMENTS

1.3.1 [Enter Appropriate Subpart Title Here] This building shall be FM approved and suitable for storage of combustible, flammable liquids and other hazardous materials that shall be used or new materials. Building shall not require specific foundations or supports. All materials used in construction must be new and unused. Use of wood in construction is unacceptable. Manufacturing quality compliance shall be in accordance with ASTM, AISI, and AWS materials and fabrication standards. The building must meet the latest building codes, latest fire codes, safety and environmental regulations.

1.4 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. The following shall be submitted in accordance with Section

01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Prefabricated POL Storage Building ; G

SECTION 13 21 48 Page 1

Used Product Reclamation Storage Building ; G

SD-03 Product Data

Prefabricated POL Storage Building ; G

Used Product Reclamation Storage Building ; G

SD-04 Samples

Prefabricated POL Storage Building

Used Product Reclamation Storage Building

SD-06 Test Reports

Prefabricated POL Storage Building

Used Product Reclamation Storage Building

Submit test reports indicating compliance with the performances listed in paragraph entitled "Performance Requirements."

SD-07 Certificates

Prefabricated POL Storage Building

Used Product Reclamation Storage Building

Include written certification that the test data were taken on sample components identical to the material supplied under this specification.

SD-8 Operation and Maintenance Data

Prefabricated POL Storage Building

Used Product Reclamation Storage Building

Submit in accordance with Section 01 78 23 OPERATION AND

MAINTENANCE DATA.

SD-09 Manufacturer's Instructions

Manufacturer Installion and Sequence Instructions

SD-10 Closeout Submittals

Maufacturer's Warranty

1.5 QUALITY ASSURANCE

1.5.1 Manufacturer's Qualifications

Manufacturer to have not less than ten years successful experience in the fabrication of pre-engineered, turn-key, hazardous materials storage buildings of the type and quality specified. Manufacturer must be in good financial standing with no outstanding tax liens, judgements, or

SECTION 13 21 48 Page 2 bankruptcy petitions. Manufacturer must permit inspection of his facilities prior to award of contract. If manufacturer proposes to use subcontracted manufacturing facilities, these subcontractors must be clearly identified and they must comply with all specification and quality assurance requirements. The manufacturer must have a quality control program in place and must have a quality control manual reviewed and certified by one of the following recognized thrid party quality control inspection agencies:

HWC, Clearwater, Florida NTA, Nappanee, Indiana PFS, Madison, Wisconsin Progressive Engineering, Goshen, Indiana RADCO, Long Beach, California T.R. Arnold & Associates, Elkhardt, Indiana Underwriters Laboratories, Northbrook, Illinois

1.5.2 Warranty

Building must have a minimum ten year strcutural warranty and a minimum one year warranty on associated components. Manufacturer must have a nationwide network of field service representatives capable of performing basic warranty repairs at the customer's site. Warranty statement and proof of field service organization must be submitted to customer for review prior to order.

1.6 SUSTAINABLE DESIGN REQUIREMENTS

See Section 01 33 29 LEED DOCUMENTATION for cumulative total local material requirements.

PART 2 PRODUCTS

2.1 GENERAL CHARACTERISTICS

a. Provide and install at locations shown on civil plans - two(2) FM approved and labeled relocatable for storage of combustible, flammable liquids and other hazardous materials that shall be used or new material located inside buildings. One(1)Prefabricated POL Storage Building and one(1)Used Product Reclamation Storage Building.

Buildings must be labeled for the storage of combustible and flammable liquids. Building must include structural warranty. Buildings must comply with NFPA 30

b. Risk Cateogory IV

c. Standard Design Loads Roof Snow Load: 50 psf

d. Basic Wind Speed: 120 mph

e. Live Floor Load: 250 psf standard

f. Seismic Condition: Ss=.117g, Si=.069, Seismic Design Category A

g. Prefabricated POL Storage Building Minimum Size: 8' x 20'

SECTION 13 21 48 Page 3

h. Used Product Reclamation Storage Building should be design around six (6) 55 gallon Drums holding used materials. (example: used oil, used antifreeze, and used cleaning agents. Minimum Size: 8' x 10'

2.2 MATERIALS AND CONSTRUCTION

2.2.1 Walls and Roof/Ceiling Panels

Weatherproof 1.5 hour fire rated roof and ceiling/ 2 hour fire rated wall noncombustible construction, per UL 263 and ASTM E 119. Provide noncombustible walls constructed from 12-gauge steel to provide maximum durability, weather resistance, and rigidity. Provide noncombustible roof/ceiling constructed from steel to provide maximum durability, weather resistance, and rigidity. Roof must be sloped to facilitate rainwater runoff. Roof/ceiling must be permanently attached to exterior walls.

Fire rated building should include a FM Approved and UL Tested 1.5-Fire Rated Roof for a 2-Hour Fire Rated Building.

2.2.2 Removable Steel Floor Grating and Floor Grating Supports

Removable corrosion resistant galvanized steel supports in sump area complying with NAAMM MBG 531 to provide foundation for removable floor grating sections and ensure easy sump clean-up. Removable Grating Rectangular design complying with NAAMM MBG 531 with galvanized steel finish for maximum corrosion resistance. Grating and Supports must be designed to sustain a minimum uniformly distributed load of 250 pounds per square foot (psf). Floor planking supports must be removable to facilitate sump cleaning in the event of a spill. Permanent or welded in place floor supports are unacceptable. .

2.2.3 Building Base

Provide base same as 2 hour wall conctruction. Provide open channel design to allow visual inspection under building. Crane/forklift opening to be provided for ease in off loading and relocation.

2.2.4 Door

Provide one 60" wide x 80" high double door to facilitate the unloading and loading of hazardous material within the building. Door frames and hardware shall be UL Listed and Labeled. Installed with a UL Classified commercial grade keyed lockset. The double door shall have one active leaf to serve as personnel entrance and exit. The active leaf must be equipped with a door closer.

2.2.5 Sump Containment

Provide built-in spill containment sump with chemical resistant coating.

Sump construction to be weather proof, noncombustible utilizing continuously welded steel sheets for maximum spill containment protection. Mechanical fastener penetrations cannot be used on sump wall skins. Sump capacity to be a minimum 30% of total storage capacity of the building.

2.2.6 Anchoring

7 gauge angle with 7/8" hole welded to building for wind and seismic

SECTION 13 21 48 Page 4 anchoring.

2.2.7 Grounding

600 mm wide by 760 mm Provide interior and exterior grounding lugs to building. Exterior optional - grounding kit with ½" dia. X 8' long copper plated ground rod, ½" dia. Copper alloy rod clamp, and 10' - #6 bare copper wire. Conforms to OSHA requirements 1910.106.

2.3 UTILITY FEATURES

Provide utility features, electrical parts and componets in the pre-fabricated storage building to meet the listings indicated above.

2.3.1 Interior Lighting

Provide lighting to meet Hazard location ratings, IESNA footcandle recommendations, and NFPA 101. Provide local controls outside each entry point with LED "ON" indicator light. Provide interior hazardous location ceiling mount incandescent light fixture with a 150-watt lamp rated for Class I Groups C & D, Division I. Light to have heavy-duty glass with seated heavy aluminum housing and equipped with protective metal guard.

Light to be activated by one exterior light switch suitable for outdoor locations. 120 volt, 1.25 amps UL Listed.

2.3.2 Ventilation System

Provide natural or mechanical ventilation systems to meet ventilation requirements in NFPA 30. Louvers and other exterior penetrations shall be furnished with bird screen.

2.3.3 Electrical System

Provide Pre-wired electrical system including necessary breaker panel, relays, and switches. Each structure shall be pre-wired in accordance with NFPA 70 and NFPA 101. All interior electrical components must be rated for Class I, Division I, Division 2 Hazardous Locations. Pre-wired electrical systems to include one exterior NEMA 3R load center with appropriate circuit breakers.

2.3.4 Signs/Labels

Provide at least one permanent all metal DOT hazard classification placard with rustproof aluminum holder and one pressure sensitive NFPA 704 hazard rating sign on door.

2.3.5 Finish

Interior finishes on ceiling, walls, shelving and sump floor with a two-part chemical resistant gray aliphatic polyurethane. Able to withstand salt spray/chemical rub and durable to impact damage. Exterior finishes on roof, walls, and doors surfaces with a two-part chemical resistant gray aliphatic polyurethane. UV protection. Able to withstand salt spray/chemical rub and durable to impact damage.

2.3.6 Shelving

Provide shelving that is noncombustible materials constructed from

SECTION 13 21 48 Page 5

12-gauge steel to provide maximum durability, weather resistance, and rigidity. See drawings.

2.3.7 Access Ramps

Each Pre-fabricated Hazardous Material Storage building shall meet the Following criteria for exterior access:

Each Access Ramp shall be ABA/ADA compilant. Provide Two(2) access ramps fabricated from plate steel with 12ga. formed side walls and protected with a "safety Yellow" coating. Each Ramp is securely held in place with two inserts located in the door thresholds. Installation required by others.

2.4 Explosion Relief Construction

The following additional requirements shall be provided:

Non-relieving portions of the building must be designed to resist an internal pressure of 100 pounds per square feet (psf). A minimum of one explosion relief panel to be located on rear wall of the building to mitigate structural damage. Panel to be designed to release at a maximum internal pressure of 20 pounds per square foot (psf). Total panel vent open area to be minimum of one square foot per each 50 cubic feet of interior volume of the building. Vent opening to be equipped with expanded metal to preclude unauthorized entry tethered to building to prevent projection during explosion. The determination of the need for damage limiting construction shall be in accordance with the Authority Having Jurisdiction.

2.5 Fire Protection

Each Pre-fabricated Hazardous Material Storage Building shall meet NFPA for fire protection and shall be required to be reviewed by AHJ reviewer.

PART 3 EXECUTION

3.1 INSTALLATION

Install the items at the locations indicated,according to manufacturer's instructions. The Contractor shall verify all measurements and shall take all field measurements necessary before fabrication. Exposed fastenings shall be compatible materials, shall generally match in color and finish, and shall harmonize with the material to which fastenings are applied.

Materials and parts necessary to complete each item, even though such work is not definitely shown or specified, shall be included. Poor matching of holes for fasteners shall be rejected. Fastenings shall be concealed where practicable. Thickness of metal and details of assembly and supports shall provide strength and stiffness. The buildings shall be placed level.

Conform to the installation requirements of the manufacturer and applicable codes.

3.2 WARRANTY

A limited warranty shall be provided with an owner's manual. Warranty period shall be 10 year for manufacturing defects from materials or workmanship. The exterior finish shall not craze, peel, corrode, or discolor for a period of a minimum of one year. Weatherproof warranty shall be provided for three years.

SECTION 13 21 48 Page 6

3.3 CLEANING

Clean building exterior and interior prior to turnover to the government.

Clean the building using products that will not damage the finish as manufacturer's instructions.

3.4 USER GUIDE

Manufacturer shall provide a user guide. Guide shall include:

warranties;product information, and product specific information to be stored in the buildings.

3.5 FIELD QUALITY CONTROL

3.5.1 Inspection

Examine each item for visual defects, and correct all defects to conform to the specifications.

-- End of Section --

SECTION 13 21 48 Page 7

SECTION 13 34 19

METAL BUILDING SYSTEMS

11/11

PART 1 GENERAL

1.1 SUMMARY

This Section specifies metal building systems, including structural performance requirements, structural framing, fabrication, and erection.

Requirements for thermal and moisture performance associated with roof and wall paneling is specified only by reference to other specification Sections as applicable.

1.2 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 ARCHITECTURAL MANUFACTURERS ASSOCIATION (AAMA)

AAMA/WDMA/CSA 101/I.S.2/A440 (2011; Update 1 2014) North American Fenestration Standard/Specification for Windows, Doors, and Skylights

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

AISC 325 (2017) Steel Construction Manual

AISC 341 (2016) Seismic Provisions for Structural Steel Buildings

AISC 360 (2016) Specification for Structural Steel Buildings

AMERICAN IRON AND STEEL INSTITUTE (AISI)

AISC/AISI 121 (2004) Standard Definitions for Use in the Design of Steel Structures

AISI SG03-3 (2002; Suppl 2001-2004; R 2008) Cold-Formed Steel Design Manual Set

AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE)

ASCE 7 (2017) Minimum Design Loads for Buildings and Other Structures

AMERICAN WELDING SOCIETY (AWS)

AWS A5.1/A5.1M (2012) Specification for Carbon Steel Electrodes for Shielded Metal Arc Welding

AWS D1.1/D1.1M (2015; Errata 1 2015; Errata 2 2016) Structural Welding Code - Steel

SECTION 13 34 19 Page 1

AWS D1.3/D1.3M (2018) Structural Welding Code - Sheet Steel

ASTM INTERNATIONAL (ASTM)

ASTM A1008/A1008M (2016) Standard Specification for Steel, Sheet, Cold-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, Solution Hardened, and Bake Hardenable

ASTM A1011/A1011M (2018a) Standard Specification for Steel Sheet and Strip, Hot-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, and Ultra-High Strength

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

ASTM A307 (2014; E 2017) Standard Specification for Carbon Steel Bolts, Studs, and Threaded Rod 60 000 PSI Tensile Strength

ASTM A325M (2014) Standard Specification for Structural Bolts, Steel, Heat Treated, 830 MPa Minimum Tensile Strength (Metric)

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

ASTM A500/A500M (2018) Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes

ASTM A501/A501M (2014) Standard Specification for Hot-Formed Welded and Seamless Carbon Steel Structural Tubing

ASTM A529/A529M (2014) Standard Specification for High-Strength Carbon-Manganese Steel of Structural Quality

ASTM A53/A53M (2018) Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless

ASTM A563M (2007; R 2013) Standard Specification for Carbon and Alloy Steel Nuts (Metric)

ASTM A572/A572M (2018) Standard Specification for High-Strength Low-Alloy Columbium-Vanadium Structural Steel

ASTM A606/A606M (2008) Standard Specification for Steel Sheet and Strip, High-Strength, Low-Alloy, Hot-Rolled and Cold-Rolled, with Improved

SECTION 13 34 19 Page 2

Atmospheric Corrosion Resistance

ASTM A653/A653M (2017) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process

ASTM A992/A992M (2011; R 2015) Standard Specification for Structural Steel Shapes

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

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

ASTM B695 (2004; R 2016) Standard Specification for Coatings of Zinc Mechanically Deposited on Iron and Steel

ASTM DEFONLINE (2008) ASTM Online Dictionary of Engineering Science and Technology

ASTM E1592 (2005; R 2012) Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference

ASTM F1554 (2018) Standard Specification for Anchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength

ASTM F1852 (2014) Standard Specification for "Twist Off" Type Tension Control Structural Bolt/Nut/Washer Assemblies, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength

ASTM F436 (2011) Hardened Steel Washers

ASTM F436M (2011) Hardened Steel Washers (Metric)

ASTM F844 (2007a; R 2013) Washers, Steel, Plain (Flat), Unhardened for General Use

METAL BUILDING MANUFACTURERS ASSOCIATION (MBMA)

MBMA MBSM (2012) Metal Building Systems Manual

NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS (NAAMM)

NAAMM AMP 500 (2006) Metal Finishes Manual

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 252 (2017) Standard Methods of Fire Tests of Door Assemblies

SECTION 13 34 19 Page 3

NFPA 80 (2016; TIA 16-1) Standard for Fire Doors and Other Opening Protectives

NATIONAL ROOFING CONTRACTORS ASSOCIATION (NRCA)

NRCA RoofMan (2017) The NRCA Roofing Manual

SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION

(SMACNA)

SMACNA 1793 (2012) Architectural Sheet Metal Manual, 7th Edition

SOCIETY FOR PROTECTIVE COATINGS (SSPC)

SSPC Paint 15 (1999; E 2004) Steel Joist Shop Primer

SSPC Painting Manual (2002) Good Painting Practice, Steel Structures Painting Manual, Volume 1

SSPC SP 2 (1982; E 2000; E 2004) Hand Tool Cleaning

STEEL WINDOW INSTITUTE (SWI)

SWI AGSW (2002) Architect's Guide to Steel Windows

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

UNDERWRITERS LABORATORIES (UL)

UL 580 (2006; Reprint Nov 2018) UL Standard for Safety Tests for Uplift Resistance of Roof Assemblies

1.3 GENERAL REQUIREMENTS

1.3.1 Structural Performance

Provide metal building systems capable of withstanding the effects of gravity loads and the following loads and stresses within the limits and conditions indicated.

1.3.1.1 Engineering

Design metal building systems conforming to procedures described in MBMA MBSM, or as otherwise indicated herein. Provide design documents including: structural design basis document; structural-design calculations for the metal building, anchor bolt placement plan with column reactions; statement of structural tests and special inspections;

and seismic design of nonstructural components of metal building. See Section 13 48 00 SEISMIC BRACING FOR MISCELLANEOUS EQUIPMENT for seismic design requirements for nonstructural components.

1.3.1.2 Design Loads

Conform to the requirements of MBMA MBSM, ASCE 7, and the building code

SECTION 13 34 19 Page 4 applicable to the project geographical location.

1.3.1.3 Live Loads

Include all vertical loads induced by the building occupancy indicated on the drawings, as well as loads induced by maintenance workers, materials and equipment for roof live loads.

1.3.1.4 Wind Loads

Include horizontal loads induced by a basic wind speed as indicated on the Contract Drawings.

1.3.1.5 Collateral Loads

Include additional dead loads other than the weight of metal building system for permanent items such as sprinklers, mechanical systems, electrical systems, and ceilings. The design collateral load is specified on the Contract Drawings.

1.3.1.6 Auxiliary Loads

Include dynamic live loads, such as those generated by cranes and materials-handling equipment indicated on detail drawings.

1.3.1.7 Load Combinations

Design metal building systems to withstand the most critical effects of load factors and load combinations as required by MBMA MBSM, ASCE 7, and the building code applicable to the project location.

1.3.1.8 Deflection Limits

Engineer assemblies to withstand design loads with deflections no greater than the following:

a. Purlins and Rafters; vertical deflection of 1/240 of the span.

b. Girts; horizontal deflection of 1/240 of the span.

c. Metal Roof Panels; vertical deflection of 1/240 of the span.

d. Metal Wall Panels; horizontal deflection of 1/240 of the span.

Design secondary framing system to accommodate deflection of primary building structure and construction tolerances, and to maintain clearances at openings. Provide metal panel assemblies capable of withstanding the effects of loads and stresses indicated, based on testing according to

ASTM E1592.

1.3.2 Seismic Performance

Design and engineer metal building system capable of withstanding the effects of earthquake motions determined according to ASCE 7, AISC 341 , and the applicable portions of the building code in the geographic area where the construction will take place. Use the seismic design parameters indicated on the drawings.

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1.3.3 Thermal Movements

Provide metal panel systems that allow for thermal movements resulting from the following maximum change (range) in ambient and surface temperatures by preventing buckling, opening of joints, overstressing of components, failure of joint sealants, failure of connections, and other detrimental effects. Base engineering calculation on surface temperatures of materials due to both solar heat gain and nighttime-sky heat loss as follows:

Temperature Change (Range); 67 C, ambient; 100 C 100 C, material surfaces.

1.3.4 Thermal Performance

Provide insulated metal panel assemblies with the minimum thermal performance requirements as specified in Section 07 41 13 METAL ROOF PANELS and Section 07 42 63 FABRICATED WALL PANEL ASSEMBLIES.

1.3.5 Air Infiltration for Metal Roof Panels

Maximum allowable air leakage through assembly shall be as specified in

07 41 13 METAL ROOF PANELS.

1.3.6 Air Infiltration for Metal Wall Panels

Maximum allowable air leakage through assembly shall be as specified in

07 42 63 FABRICATED WALL PANEL ASSEMBLIES.

1.3.7 Water Penetration for Metal Roof Panels

Water penetration requirements shall be as specified in 07 41 13 METAL

ROOF PANELS.

1.3.8 Water Penetration for Metal Wall Panels

Water penetration requirements shall be as specified in 07 42 63

FABRICATED WALL PANEL ASSEMBLIES.

1.3.9 Wind-Uplift Resistance

Provide metal roof panel assemblies that comply with UL 580 for Class 30, minimum. Comply with UL 580 for Class 60 if design loads as determined by the applicable building code require.

1.3.10 Erection Plan

Provide plans and a written erection/lifting procedure with required plans clearly showing the intended sequence and method of erection in accordance with EM 385-1-1 "Safety - Safety and Health Requirements". Indicate required crane lifting requirements, temporary support structures, member size and locations of braced or guyed temporary supports, and locations of bracing or guys anchor points. Clearly define the required framing sequence and conditions necessary to insure the structure is maintained in a properly braced and stable condition throughout the complete erection process.

1.4 DEFINITIONS

ASTM DEFONLINE applies to this definition paragraph.

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a. Bay: Dimension between main frames measured normal to frame (at centerline of frame) for interior bays, and dimension from centerline of first interior main frame measured normal to end wall (outside face of end-wall girt) for end bays.

b. Building Length: Dimension of the building measured perpendicular to main framing from end wall to end wall (outside face of girt to outside face of girt).

c. Building Width: Dimension of the building measured parallel to main framing from sidewall to sidewall (outside face of girt to outside face of girt).

d. Clear Span: Distance between supports of beams, girders, or trusses (measured from lowest level of connecting area of a column and a rafter frame or knee).

e. Eave Height: Vertical dimension from finished floor to eave (the line along the sidewall formed by intersection of the planes of the roof and wall).

f. Clear Height under Structure: Vertical dimension from finished floor to lowest point of any part of primary or secondary structure, not including crane supports, located within clear span.

g. Structural Steel: Elements of the structural frame indicated in the Drawings and as described in AISC 303.

h. Seismic-Load-Resisting System (SLRS): Assembly of structural elements in the building that resists seismic loads, including struts, collectors, chords, diaphragms and trusses. Designated as SRLS on drawings. As taken from AISC 341.

i. Protected Zone: Area of members in which limitations apply to fabrication and attachments. As taken from AISC 341.

j. Demand Critical Welds: Those welds, the failure of which would result in significant degradation of the strength and stiffness of the SLRS and which are indicated as such on drawings.

k. Terminology Standard: Refer to MBMA "Metal Building Systems Manual" for definitions of terms for metal building system construction not otherwise defined in this Section or in referenced standards.

1.5 SYSTEM DESCRIPTION

Provide a metal building system of the size, bay spacing, slopes, and spans indicated. Provide a complete, integrated set of metal building system manufacturer's mutually dependent components and assemblies that form a metal building system capable of withstanding structural and other loads, thermally induced movement, and exposure to weather without failure or infiltration of water into building interior. Include primary and secondary framing, metal roof panels, metal wall panels, manufacturer's standard standing seam metal roof canopies, and accessories complying with requirements indicated in this specification Section and as referenced to in other specification Sections.

SECTION 13 34 19 Page 7

1.5.1 Primary Frame Type

a. Rigid Clear Span: Solid-member, structural-framing system without interior columns. Provide frames with attachment plates, bearing plates, and splice members. Factory drill for field-bolted assembly.

Provide frame span and spacing indicated. The minimum thickness of webs and flanges of primary frame members shall be 3/16 inch.

1.5.2 Expandable End-Wall Framing

Provide engineered end walls to be expandable. Provide primary frame, capable of supporting full-bay design loads, and end-wall columns.

1.5.3 Secondary Frame Type

Provide manufacturer's standard purlins and and girts. Girts shall be partially inset-framed or exterior-framed (bypass) as indicated on the Drawings or as otherwise approved.

1.5.4 Eave Height

Eave height must be as indicated by nominal height on Drawings.

1.5.5 Bay Spacing

Bay Spacing must be as indicated on the Drawings.

1.5.6 Roof Slope

Roof slope must be as indicated on the Drawings or manufacturer's standard for frame type required.

1.5.7 Roof System

Provide roof panels as indicated in 07 41 13 METAL ROOF PANELS.

At canopy locations provide manufacturer's standard standing-seam metal roof panels without insulaton.

1.5.8 Exterior Wall System

Provide wall panels as indicated in 07 42 63 FABRICATED WALL PANEL

ASSEMBLIES..

1.6 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. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Manufacturer's Qualifications; G

SD-02 Shop Drawings

SECTION 13 34 19 Page 8

Detail Drawings; G

Provide the following:

a. Indicate assembly dimensions, locations of structural members, connections, attachments, openings, cambers, and loads.

b. Indicate wall and roof system dimensions, panel layout, general construction / erection details, anchorages and methods of anchorage installation, and include details of edge conditions, joints, panel profiles, corners, trim, flashings, closures and special details, distinguishing between factory and field assembled work.

c. Indicate framing anchor bolt settings, diameters, and locations from datum and foundation loads.

d. Show provisions for attaching below eave canopies and pipe racks.

e. Show wall and roof mounted items as applicable: equipment supports, pipe supports, penetrations, lighting fixtures, doors, windows, and louvers. Contractor can provide shop drawing requirements for these items on separate submittal(s) if items are not to be included in the building manufacturer's scope of work.

f. Indicate welds with AWS A2.4 welding symbols; indicate type, size, and length. Field welding will not be permitted unless previously requested and approved by the Contracting Officer.

g. Indicate type, size, and length of bolts, distinguishing between shop and field bolts.

h. Comply with structural design drawing requirements provided in AISC 341, including but not limited to: identify members and connections of the Seismic-Load-Resisting System (SLRS), indicate locations and dimensions of protected zones, and identify demand critical welds.

Erection Plan; G

SD-03 Product Data

Manufacturer's Catalog Data; G

Fasteners; G

SD-05 Design Data

Manufacturer's Descriptive and Technical Literature; G

Manufacturer's Building Design Analysis; G

SD-06 Test Reports

Test Reports; G

Coatings and Base Metals; G

SECTION 13 34 19 Page 9

Factory Color Finish Performance Requirements; G

SD-07 Certificates

System Components; G

Coil Stock Certification; G

Aluminized Steel Repair Paint; G

Galvanizing Repair Paint; G

Enamel Repair Paint; G

Qualification of Manufacturer; G

Qualification of Erector; G

SD-08 Manufacturer's Instructions

Installation of Roof and Wall panels; G

Shipping, Handling, and Storage; G

SD-11 Closeout Submittals

Manufacturer's Warranty; G

Contractor's Warranty for Installation; G

1.7 QUALITY ASSURANCE

1.7.1 Pre-Erection Conference

After submittals are received and approved but before metal building system work, including associated work, is performed, the Contracting Officer will hold a pre-erection conference to review the following:

a. The detail drawings, specifications, and manufacturer's descriptive and technical literature.

b. Finalize construction schedule and verify availability of materials, erector's personnel, equipment, and facilities needed to make progress and avoid delays.

c. Methods and procedures related to metal building system erection, including, but not limited to: qualification of manufacturer, qualification of erector, manufacturer's catalog data, manufacturer's building design analysis, written instructions and test reports.

d. Support conditions for compliance with requirements, including alignment between and erection of structural members.

e. Flashing, special roofing and siding details, roof and wall penetrations, openings, and condition of other construction that will affect metal building system, including coatings and base metals, factory color finish performance requirements, system components, and certificates for coil stock.

SECTION 13 34 19 Page 10

f. Governing regulations and requirements for, certificates, insurance, tests and inspections if applicable.

g. Temporary protection requirements for metal panel assembly during and after installation.

h. Samples of aluminized steel repair paint, galvanizing repair paint, and enamel repair paint.

1.7.1.1 Pre-Roofing and Siding Installation Conference

After structural framing system erection and approval but before roofing, siding, insulation and vapor barrier work, including associated work, is performed; the Contracting Officer will hold a pre-roofing and siding conference to review the following:

a. Examine purlins, sub-girts and formed shapes conditions for compliance with requirements, including flatness and attachment to structural members.

b. Review structural limitations of purlins, sub-girts and formed shapes during and after roofing and siding.

c. Review flashings, special roof and wall details, roof drainage, roof and wall penetrations, roof equipment curbs, and condition of other construction that will affect the metal building system.

d. Review temporary protection requirements for metal roof and wall panels' assembly during and after installation.

e. Review roof and wall observation and repair procedures after metal building system erection.

1.7.2 Manufacturer's Technical Representative

The representative must have authorization from manufacturer to approve field changes and be thoroughly familiar with the products, erection of structural framing and installation of roof and wall panels in the geographical area where construction will take place.

1.7.3 Manufacturer's Qualifications

Metal building system manufacturer must have a minimum of five (5) years experience as a qualified manufacturer of metal building systems and accessory products. Provide proof of qualification in the preconstruction submittal, manufacturer's qualifications, and the manufacturer's certificate of compliance submittals. The manufacturing company shall be accredited under IAS AC472 and shall produce the Metal Building System and components in an IAS-Accredited Facility.

Provide engineering services by an authorized currently licensed engineer in the geographical area where construction will take place, having a minimum of four years experience as an engineer knowledgeable in building design analysis, protocols and procedures for the "Metal Building Systems Manual" ( MBMA MBSM); ASCE 7, and ASTM E1592.

Provide certified engineering calculations using the products submitted for:

SECTION 13 34 19 Page 11

a. Roof and Wall Wind Loads with basic wind speed, exposure category, co-efficient, importance factor, designate type of facility, negative pressures for each zone, methods and requirements of attachment.

b. Roof Dead and Live Loads

c. Collateral Loads

d. Foundation Loads

e. Roof Snow Load

f. Seismic Loads

1.7.4 Qualification of Erection Contractor

An experienced erector who has specialized in erecting and installing work similar in material, design, and extent to that indicated for this Project and must be approved and certified by the metal building system manufacturer.

1.7.5 Single Source

Obtain primary and secondary components and structural framing members, each type of metal roof, wall and liner panel assemblies, clips, closures and other accessories from the standard products of the single source from a single manufacturer to operate as a complete system for the intended use.

1.7.6 Welding

Qualify procedures and personnel according to AWS A5.1/A5.1M , AWS D1.1/D1.1M , and AWS D1.3/D1.3M .

1.7.7 Structural Steel

Comply with AISC 325 , AISC 360 , and AISC 341 , as modified herein. Provide a structural steel system, including shop primer, complete and ready for use.

1.7.8 Cold-Formed Steel

Comply with AISC/AISI 121 and AISI SG03-3 for design requirements and allowable stresses.

1.7.9 Fire-Resistance Ratings

Where indicated, provide metal panels and other compenents that meet or exceed the specified fire resistance. Comply with fire resistance requirements for metal panels in accordance with 07 41 13 METAL ROOF PANELS and 07 42 63 FABRICATED WALL PANEL ASSEMBLIES.

1.7.10 Surface-Burning Characteristics

Comply with surface-burning characteristics as required for metal panels in accordance with 07 41 13 METAL ROOF PANELS and

07 42 63 FABRICATED WALL PANEL ASSEMBLIES.

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1.7.11 Fabrication

Fabricate and finish metal panels and accessories at the factory to greatest extent possible, by manufacturer's standard procedures and processes and as necessary to fulfill indicated performance requirements.

Comply with indicated profiles with dimensional and structural requirements.

Comply with fabrication requirements for metal panels in accordance with 07 41 13 METAL ROOF PANELS and 07 42 63 FABRICATED WALL

PANEL ASSEMBLIES.

Fabricate metal panel side laps with factory-installed captive gaskets or separator strips that provide a tight seal and prevent metal-to-metal contact, in a manner that will seal weather-tight and minimize noise from movements within panel assembly.

Sheet Metal Accessories: Fabricate flashing and trim to comply with recommendations in SMACNA 1793 that apply to the design, dimensions, metal, and other characteristics of item indicated:

a. Form exposed sheet metal accessories that are without excessive oil canning, buckling, and tool marks and that are true to line and levels indicated, with exposed edges folded back to form hems.

b. End Seams: Fabricate nonmoving seams with flat-lock seams. Form seams and seal with epoxy seam sealer. Rivet joints for additional strength.

c. Sealed Joints: Form non-expansion but movable joints in metal to accommodate elastomeric sealant to comply with SMACNA standards.

d. Conceal fasteners and expansion provisions where possible. Exposed fasteners are not allowed on faces of accessories exposed to view.

e. Fabricate cleats and attachment devices of size and metal thickness recommended by SMACNA or by metal building system manufacturer for application, but not less than thickness of metal being secured.

1.7.12 Finishes

Comply with finish requirements for metal panels in accordance with 07 41 13 METAL ROOF PANELS and 7 42 63 FABRICATED WALL

PANEL ASSEMBLIES.

1.8 SHIPPING, HANDLING AND STORAGE

1.8.1 Delivery

Package and deliver components, sheets, metal panels, and other manufactured items so as not to be damaged or deformed and protected during transportation and handling.

Stack and store metal panels horizontally on platforms or pallets, covered with suitable weather-tight and ventilated covering to ensure dryness, with positive slope for drainage of water. Store in a manner to prevent bending, warping, twisting, and surface damage. Do not store metal wall panels in contact with other materials that might cause staining, denting, or other surface damage. Retain strippable protective covering on metal panel for entire period up to metal panel installation.

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Protect foam-plastic insulation as follows:

a. Do not expose to sunlight, except to extent necessary for period of installation and concealment.

b. Protect against ignition at all times. Do not deliver foam-plastic insulation materials to project site before installation time.

Complete installation and concealment of plastic materials as rapidly as possible in each area of construction to minimize ultraviolet exposure.

1.9 PROJECT CONDITIONS

1.9.1 Weather Limitations

Proceed with installation preparation only when existing and forecasted weather conditions permit Work to proceed without water entering into existing panel system or building.

1.9.2 Field Measurements

1.9.2.1 Established Dimensions for Foundations

Comply with established dimensions on approved anchor-bolt plans, established foundation dimensions, and proceed with fabricating structural framing. Do not proceed without verifying field measurements. Coordinate anchor-bolt installation to ensure that actual anchorage dimensions correspond to established dimensions.

1.9.2.2 Established Dimensions for Metal Panels

Where field measurements cannot be made without delaying the Work, either establish framing and opening dimensions and proceed with fabricating metal panels without field measurements, or allow for field trimming metal panels. Coordinate construction to ensure that actual building dimensions, locations of structural members, and openings correspond to established dimensions.

1.9.2.3 Verification Record

Verify locations of all framing and opening dimensions by field measurements before metal panel fabrication and indicate measurements on Shop Drawings.

1.10 COORDINATION

Coordinate size and location of concrete foundations and casting of anchor-bolt inserts into foundation walls and footings. Concrete, reinforcement, and formwork requirements are specified in section on

CAST-IN-PLACE CONCRETE.

Coordinate installation of fire suppression system, equipment supports, piping and supports, and accessories, which are specified in Division 21 -

FIRE SUPPRESSION.

Coordinate installation of plumbing system, equipment supports, piping and supports, and accessories, which are specified in Division 22 - PLUMBING.

Coordinate installation of HVAC system, equipment supports, ductwork and

SECTION 13 34 19 Page 14 supports, piping and supports, and accessories, which are specified in Division 23 - HEATING, VENTILATING AND AIR-CONDITIONING (HVAC).

Coordinate installation of roof curbs, equipment supports, and roof penetrations, which are specified in Division 07 - THERMAL AND MOISTURE

PROTECTION.

Coordinate metal panel assemblies with rain drainage work, flashing, trim, and construction of supports and other adjoining work to provide a leak-proof, secure, and non-corrosive installation.

1.11 WARRANTY

1.11.1 Building System Warranty

Furnish manufacturer's no-dollar-limit warranty for the metal building system.