Arch Specs - West Jordan 20130208

DESIGN SPECIFICATIONS WEST JORDAN,

UTAH

REVISED: JUNE 2010 VOLUME ONE

DESIGN SPECIFICATIONS WEST JORDAN,

UTAH

REVISED: JUNE 2010 VOLUME TWO

CCHHOOIICCEE HHOOTTEELLSS IINNTTEERRNNAATTIIOONNAALL CCoommffoorrtt SSuuiitteess MMaasstteerr GGuuiiddeelliinnee SSppeecciiffiiccaattiioonnss 2008

Table of Contents 00 01 10 (00010)-Page 1 of 11

File Name: 00_01_10-CSSU-080314(Table of Contents).doc Revision Date: 03/14/08

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PROCUREMENT AND CONTRACTING REQUIREMENTS GROUP

INTRODUCTORY INFORMATION DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 01 (00001) Title Page (Master Guideline Specification Cover) 1 00 01 10 (00010) Table of Contents 1 - 13 PROCUREMENT REQUIREMENTS 00 31 32 (00320) Geotechnical Data

DIVISION 01 - GENERAL REQUIREMENTS Note: Insert Division 01 Sections here.

DIVISION 02 - EXISTING CONDITIONS Not Used

DIVISION 03 - CONCRETE 03 30 00 (03300) Cast-In-Place Concrete 1 - 26 Cast-In-Place Concrete 03 54 13 (03500) Gypsum Cement Underlayment 1 - 4 Gypsum Cement Floor Underlayment

DIVISION 04 - MASONRY 04 20 00 (04200) Unit Masonry 1 - 22 Concrete Masonry Units Face Brick Special Masonry Shapes Mortar and Grout Reinforcing Steel Masonry Joint Reinforcement Required Masonry Ties and Anchors Masonry Accessories 04 73 00 (04730) Manufactured Stone Masonry 1 - 9 Simulated Stone

DIVISION 05 - METALS 05 12 00 (05120) Structural Steel Framing 1 - 14 Structural Steel 05 50 00 (05500) Metal Fabrications 1 - 13 Rough Hardware Loose Bearing and Leveling Plates Loose Steel Lintels




Metal Stairs Ladders Support Angles for Elevator Door Sills Pipe Bollards Laundry Trench Grate Steel Framing Supports Miscellaneous Metal Trim 05 52 00 (05520) Metal Railings 1 - 10 Interior & Exterior Steel Pipe Railings

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES 06 10 00 (06100) Rough Carpentry 1 - 29 Wood Framing Rooftop Equipment Bases and Support Curbs Wood Furring, Grounds, Nailers and Blocking Floor, Roof, Wall Sheathing, Subflooring, and Underlayment Gypsum Sheathing for EIFS 06 17 53 (06192) Shop-Fabricated Wood Trusses 1 - 10 Floor and Roof Trusses 06 20 00 (06200) Finish Carpentry 1 - 13 Interior Standing and Running Trim Exterior Standing and Running Trim Shelving Composition Siding & Soffits & Trim 06 41 16 (06400) Plastic-Laminate-Clad Architectural Cabinets 1 - 6 Custom Cabinet Units (See Division 12 for Countertops) 06 61 13 (06610) Cultured Marble Fabrications 1 - 5 Tub and Shower Surrounds Window Stools (See Section 12 36 61.13 for Cultured Marble Countertops) 06 61 18 Solid Surface Fabricaions 1 6 Tub and Shower Surrounds Countertops 06 82 00 (09941) Glass-Fiber-Reinforced Plastic 1 - 4 FRP Wall Panels Sealants

DIVISION 07 - THERMAL AND MOISTURE PROTECTION 07 10 00 (07100) Dampproofing and Waterproofing 1 - 7 Sheet Waterproofing for Exterior Side of Foundation Walls Pre-Applied, Composite Sheet Waterproofing That Forms An Integral Bond To Poured Concrete At Elevator Pits Under-Slab Vapor Retarder 07 19 00 (07190) Water Repellents 1 - 3 Water Repellent Coating for Exterior Exposed Masonry Unit Walls 07 20 00 (07200) Thermal Protection 1 - 7 Batt Insulation Foundation Wall & Under Slab Insulation Sound Attenuation Insulation Vapor Retarders Rigid Board Insulation at Foundations




Insulation Baffles 07 24 19 (07240) Water Drainage Exterior Insulation and Finish Systems (EIFS) 1 - 13 Water Management Exterior Insulation and Finish Systems 07 27 00 (07270) Air Barriers 1 9 Fluid-Applied Membrane Air Barrier Air Infiltration Barrier 07 31 13 (07311) Asphalt Shingles 1 - 8 Shingles Prefabricated Roof Louvers Prefabricated Ridge Vents 07 41 13 (07610) Metal Roof Panels 1 - 6 07 53 23 (07512) EPDM Single Ply Membrane Roofing 1 - 9 Single-Ply EPDM Roofing Rigid Board Insulation at EPDM Roofing Systems 07 60 00 (07620) Flashing & Sheet Metal 1 - 12 Flashing at Roof, Windows, Doors Gutters Downspouts Aluminum Soffit Aluminum Formed Cap Flashings (Copings) 07 81 00 (07810) Applied Fireproofing 1 - 7 Concealed Sprayed-on Fireproofing 07 84 00 (07840) Firestopping 1 - 7 Penetrations Through Fire-Resistance-Rated Floor, Wall & Roof Construction Joints at Walls, Floor & Roof Assemblies 07 92 00 (07920) Joint Sealants 1 - 9 Sealants and Backing Materials

DIVISION 08 - OPENINGS 08 11 13 (08110) Hollow Metal Doors and Frames 1 - 12 Interior Hollow Metal Doors and Frames Exterior Hollow Metal Doors and Frames 08 14 00 (08210) Wood Doors 1 - 9 Solid Core Flush Wood Doors Solid Core Flush Wood Doors with Prefinished Molded Fiberboard Raised Panel Faces

08 31 00 (08310) Access Doors and Panels 1 - 6 Wall Access Doors Ceiling Access Doors 08 41 13 (08412) Aluminum Entrances and Storefronts 1 - 7 Interior & Exterior Aluminum Storefront Framing, Doors, Door Frames, Lights & fixed Windows

Door Hardware 08 42 29 (08460) Automatic Entrances 1 - 10 Bi-parting Sliding Unit, with Fixed Sidelites 08 51 13 (08520) Aluminum Windows 1 - 14 Operating and Fixed Aluminum Windows with Factory Glazing Perimeter Sealant Glass & Glazing Aluminum Trim & Closure Pieces Wood Blocking, Shims, Anchors, Clips & Accessories All Operable Window & Door Hardware




08 71 00 (08710) Door Hardware 1 - 30 Door Hardware 08 80 00 (08800) Glazing 1 - 10 Float Glass Mirrors Tempered Glass Insulated Units Polished Wire Glass Fire Rated Safety Glass

DIVISION 09 - FINISHES 09 21 16 (09255) Gypsum Board Assemblies 1 - 19 Non-Load Bearing Interior Steel Framing Gypsum Board attached to Steel Framing Gypsum Board attached to Wood Framing Glass Mat, Mold and Mildew Resistant Interior Wall Panels Tile Backer Boards 09 21 16.23 (09265) Gypsum Board Shaft-Wall Assemblies 1 - 5 Shaft Enclosures Chase Enclosures Stair Enclosures 09 30 13 (09310) Ceramic Tiling 1 - 9 Floor and Wall Tile & Accessories Crack Bridging Membrane Shower Pan Liners Thresholds 09 51 23 (09512) Acoustical Tile Ceilings 1 - 5 Suspended Metal Grid Systems Ceiling Tiles 09 65 13.33 (09650) Resilient Accessories 1 - 7 Resilient Base Transition Edges Stair Nosings 09 65 16 (09652) Resilient Sheet Flooring 1 - 7 Resilient Sheet Flooring 09 68 00 (09680) Carpeting 1 - 10 Carpet Carpet Cushion Transition Edges Carpet Stair Nosings 09 72 00 (09720) Wall Coverings 1 - 5 Vinyl Wall Covering Prime Coat on Walls Adhesives 09 90 00 (09900) Painting 1 - 11 Painting 09 94 13 (09255) Textured Finishing 1 - 6 Spray Applied Textured Finish & Primer 09 96 00 (09960) High Performance Coatings 1 - 7 Special Coatings for Exposed Ferrous Metals

DIVISION 10 SPECIALTIES 10 06 20.13 (10800) Toilet, Bath, and Laundry Accessory Schedule 1 - 3




Toilet Accessories Bath Accessories Product Literature 1 - 28 10 14 00 (10400) Signage 1 - 5 Interior and Exterior Graphic Plaques, Characters and Accessories Exterior Building, Monument & Pylon Signs Exterior ADA Parking Signs Mounting Devices & Fittings 10 26 00 (10260) Wall and Corner Guards 1 - 3 Wall Protection Corner Guards 10 28 00 (10800) Toilet, Bath, and Laundry Accessories 1 - 3 Toilet Accessories Bath Accessories 10 44 00 (10520) Fire Protection Specialties 1 - 3 Fire Extinguishers Fire Extinguisher Cabinets Hose Valve Cabinets 10 51 13 (10505) Metal Lockers 1 - 4 Locker Units with Hinged Doors 10 56 13 (10670) Metal Storage Shelving 1 - 2 Post and Beam Metal Shelving 10 57 00 (10900) Wardrobe and Closet Specialties 1 - 2 Guestroom Coat Racks

DIVISION 11 - EQUIPMENT 11 23 00 (11110) Commercial Laundry and Dry Cleaning Equipment 1 - 4 Laundry Equipment 11 25 13 (11080) Registration Equipment 1 - 2 Deposit Boxes Employees Depository Safe 11 45 00 (11450) Residential Appliances Schedule

DIVISION 12 - FURNISHINGS 12 36 23 (06415) Plastic Countertops 1 - 5 Plastic Laminate Countertops, Backsplashes, and Aprons 12 36 40 (09380) Stone Countertops 1 - 6 Granite Countertops, Backsplashes, Aprons, and Vanity Tops 12 36 40.10 Stone Panels 1 - 5 Interior Granite (Tub and Shower Surround) 12 36 61.13 (06610) Cultured Marble Countertops 1 - 5 Cultured Marble Countertops, Backsplashes, and Aprons Interior Window Stools 12 48 13 (12480) Entrance Floor Mats & Frames 1 - 3 Surface Mounted Carpet-Type Mats

DIVISION 13 - SPECIAL CONSTRUCTION 13 11 00.02 (13152) Swimming Pools - Indoor 1 - 19 Interior Swimming Pool

DIVISION 14 - CONVEYING EQUIPMENT 14 21 23 (14210) Electric Traction Passenger Elevators 1 - 15 Electric Traction MachineRoom-Less Elevator System




14 24 23 (14242) Hydraulic Passenger Elevators 1 - 16 Hydraulic Passenger Elevator System 14 91 33 (14563) Laundry and Linen Chutes 1 - 5 Linen Chutes

DIVISION 21 - FIRE SUPPRESSION 21 05 00 (15050) Common Work Results for Fire Suppression 1 - 12 21 10 00 (13900) Fire Suppression 1 - 8 Fire Suppression System Fire Pump

DIVISION 22 - PLUMBING 22 05 00 (15050) Common Work Results for Plumbing 1 - 12 22 05 13 (15055) Common Motor Requirements for Plumbing Equipment 1 - 3 Basic Motor Requirements Single Phase Motors Polyphase Motors 22 05 19 (15122) Meters and Gages for Plumbing Piping 1 - 5 Thermometers Pressure Gages Water Meters 22 05 23 (15110) General Duty Valves for Plumbing Piping 1 - 8 22 05 29 (15060) Hangers and Supports for Plumbing Piping and Equipment 1 - 6 22 05 48 (15070) Vibration and Seismic Control for Plumbing Piping and Equipment 1 - 5 Vibration Isolators Seismic Controls Vibration Isolation Bases 22 05 53 (15075) Identification for Plumbing Piping and Equipment 1 - 4 Identifying Devices and Labels 22 06 40.13 Plumbing Fixture Schedule 1 - 5 Plumbing Fixtures Product Literature 1 - 84 22 07 00 (15083) Plumbing Insulation 1 - 8 Insulation Materials Jackets Vapor Retarders 22 10 13 (15430) Plumbing Specialties 1 - 16 Backflow Preventers Water Regulators Thermostatic Mixing Valves Clothes Washer Drain & Supply Hydrants Trap Primer Valves Drain Valves Backwater Valves Floor Drains Roof Drains Grease Interceptors Oil Interceptors Lint Interceptors Miscellaneous Piping Specialties

22 11 13 Plumbing Specialties 1 - 12




22 11 16 (15140) Domestic Water Piping 1 - 10 Pipe and Tube Materials Fittings Joining Materials Polyethylene Encasement 22 11 23 (15440) Domestic Water Pumps 1 - 4 Domestic Water Inline Pumps 22 13 13 Facility Sanitary Sewers 1 - 7 22 31 00 (15469) Domestic Water Softeners 1 - 8 Commercial Water Softeners Chemicals Water Testing Sets 22 34 00 (15486) Fuel-Fired Domestic Water Heaters 1 - 9 Gas Fired Water Heaters Storage Tanks Expansion Tanks 22 40 00 (15410) Plumbing Fixtures 1 - 11 Plumbing Fixture Standards

23 05 00 DIVISION 23 - HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC)

(15050) Common Work Results for HVAC 1 - 12 23 05 13 (15090) Common Motor Requirements for HVAC Equipment 1 - 3 Basic Motor Requirements Polyphase Motors Single Phase Motors 23 05 29 (15060) Hangers and Supports for HVAC Piping and Equipment 1 - 6 23 05 48 (15070) Vibration and Seismic Control for HVAC Piping and Equipment 1 - 5 Vibration Isolators Seismic Controls Vibration Isolation Bases 23 05 53 (15070) Identification for HVAC Piping and Equipment 1 - 4 Identifying Devices and Labels 23 05 93 (15950) Testing. Adjusting, and Balancing for HVAC 1 - 11 Balancing Airflow Within Distribution Systems Adjusting Total HVAC Systems To Provide Indicated Quantities Measuring Electrical Performance of HVAC & Plumbing Equipment Setting Quantitative Performance of HVAC & Plumbing Equipment Verifying That Automatic Control Devices Are Functioning Properly Verify Performance of Package Terminal Air Conditioning Units 23 07 00 (15081) HVAC Insulation 1 - 11 Insulation Materials Jackets Vapor Retarders 23 09 00 (15900) Instrumentation and Control for HVAC 1 - 8 Control Panels Thermostats Actuators Dampers Wiring




23 09 93 (15940) Sequence of Operations for HVAC Controls 1 - 3 Control Sequences for HVAC Systems, Subsystems, & Equipment 23 11 23 (15194) Facility Natural-Gas Piping 1 - 8 Pipe, Fittings and Joining Materials Protective Coating Piping Specialties Valves 23 23 00 (15180) Refrigerant Piping 1 - 5 Tubes Fittings Joining Materials Specialties 23 31 13 (15815) Metal Ducts 1 - 7 Sheet Metal Materials Duct Liner Sealant Materials Hangers and Supports Duct Fabrication 23 33 00 (15820) Air Duct Accessories 1 - 8 Manual-Volume Dampers Fire Dampers Turning Vanes Duct-Mounted Access Doors Flexible Connectors Flexible Ducts 23 34 23 (15833) HVAC Power Ventilators 1 - 8 Centrifugal Roof Ventilators Upblast Propeller Roof Exhaust Fans (Kitchen Hood Exhaust) Ceiling-Mounted Ventilators In-Line Centrifugal Fans Attic Ventilators Motors 23 37 00 (15850) Air Outlets and Inlets 1 - 3 Diffusers Registers Grilles Louvers 23 41 00 (15861) Particulate Air Filtration 1 - 3 Disposable Panel Filters Extended Surface Filters 23 51 00 (15550) Breechings, Chimneys, and Stacks 1 - 3 Type B Gas Vents 23 81 13 (15735) Packaged Terminal Air-Conditioners 1 - 7 Packaged Terminal Air Conditioning Units Controls 23 81 26 (15738) Split System Air-Conditioners 1 - 7 Split-System Air-Conditioning and Heat Pump Units Concealed Evaporator Fan Components Floor Mounted Evaporator Fan Components Ceiling Mounted Evaporator Fan Components Air Cooled, Compressor-Condenser Components 23 82 39 (15767) Unit Heaters 1 - 5 Unit Heaters Cabinet Unit Heaters




Duct Heaters Baseboard Heaters Wall Heaters 23 84 19 (15751) Indoor Pool Dehumidification Units 1 - 12 Factory Assembled Refrigeration Type Dehumidification Units

DIVISION 26 - ELECTRICAL 26 05 00 (16050) Common Work Results for Electrical 1 - 7 Supporting Devices for Electrical Components Electricity-Metering Components Concrete Equipment Bases Electrical Demolition Cutting and Patching For Electrical Construction Touchup Painting for Electrical Work 26 05 19 (16120) Low-Voltage Electrical Power Conductors and Cables 1 - 4 Building Wires & Cables For Wiring Systems Rated 600V & Less 26 05 26 (16060) Grounding and Bonding for Electrical Systems 1 - 8 Grounding Of Electrical Systems And Equipment 26 05 33 (16130) Raceways and Boxes for Electrical Systems 1 - 9 RMC PVC, Schedule 40 or 80 EMT FMC LFMC LFNC RNC Wireways 26 05 36 (16139) Cable Trays for Electrical Systems 1 - 5 Cable Trays And Accessories 26 05 48 (16071) Vibration and Seismic Controls for Electrical Systems 1 - 6 Seismic Restraints & Earthquake-Damage-Reduction Measures for

Electrical Components

26 05 53 (16075) Identification for Electrical Systems 1 - 6 Electrical Identification Materials & Devices 26 22 00 (16460) Low-Voltage Transformers 1 - 5 Dry-Type Distribution & Specialty Transformers Rated 1000V & Less 26 24 00 (16440) Switchboards and Panelboards 1 - 12 Service And Distribution Switchboards Rated 600V & Less Load Centers And Panelboards Overcurrent Protective Devices Lighting & Appliance Branch-Circuit Panelboards Distribution Panelboards 26 27 00 (16490) Low-Voltage Distribution Equipment 1 - 2 Fuses Spare Fuse Cabinet 26 27 26 (16140) Wiring Devices 1 - 6 Receptacles, Connectors, Switches & Finish Plates 26 28 16 (16410) Enclosed Switches and Circuit Breakers 1 - 4 Service Disconnect Switches Feeder And Equipment Disconnect Switches Feeder Branch-Circuit Protection Motor Disconnect Switches




26 29 13 (16420) Enclosed Controllers 1 - 8 AC Motor-Control Devices Rated 600V & Less 26 35 33 (16280) Power Factor Correction Equipment 1 - 6 Transient Voltage Surge Suppressors 26 41 13 (13100) Lightning Protection for Structures 1 - 4 Lightning Protection Systems 26 51 00 (16510) Interior Lighting 1 - 7 Interior Lighting Fixtures Lamps, Ballasts Emergency Lighting Units Exit Signs 26 56 00 (16520) Exterior Lighting 1 - 7 Exterior Lighting Units Luminaires Lamps, Ballasts Poles/Support Structures 26 60 00 (16580) Lighting Accessories 1 - 5 Contactors and Relays Time Switches Photoelectric Relays Occupancy Sensors Hearing Impaired Door Annunciator

DIVISION 27 - COMMUNICATIONS 27 00 00 (16740) Communication and Data-Processing Equipment 1 - 8 Wiring Systems To Be Used As Signal Pathways For Voice & High-Speed

Data Transmission

27 05 00 (16050) Common Work Results for Communications 1 - 7 27 10 00 (16710) Structured Cabling 1 - 4 Wiring For Telephone Distribution 27 41 13 (16850) Television Equipment 1 - 11 Master Antenna Television Systems 27 51 00 (16810) Distributed Audio-Video Communications System 1 - 7 Equipment for Amplifying, Distributing, & Reproducing Sound Signals

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY 28 13 00 (13730) Security Access 1 - 8 Intrusion Detection Sensors Signal Equipment System Controls Alarm Displays Alarm Indicating Devices 28 23 00 (13740) Video Surveillance 1 - 9 CCTV Closed Circuit Television System 28 31 00 (13850) Fire Alarm and Detection Systems 1 - 7 Automatic and Manual Fire Alarm System

DIVISION 31 - EARTHWORK 31 10 00 (02200) Site Clearing 1 - 7 Demolition of Structures Selective Site Demolition Site Clearing




Protection of Existing Trees Removal Of Trees and Other Vegetation Topsoil Stripping and Stockpiling Clearing And Grubbing Removing Above-Grade Improvements 31 20 00 (02300) Earth Moving 1 - 11 Excavation, Grading Preparation of Subgrades Drainage Course Excavation and Backfill of Trenches On site and imported fill, including compaction 31 31 00 (02360) Soil Treatment 1 - 4 Subterranean Insect Control

DIVISION 32 - EXTERIOR IMPROVEMENTS 32 12 16 (02740) Asphalt Paving 1 - 9 Hot-Mix Asphalt Paving Patch and Repair of Existing Asphalt Pavement Pavement Markings 32 13 13 (02751) Concrete Paving 1 - 11 Cement Concrete Curbs Cement Concrete Walkways Cement Concrete Approaches Cement Concrete Pavement Cement Concrete Exterior Stairs Colored, Imprinted, and Textured Concrete Paving Pavement-Marking Paint Paving Joint Sealers 32 84 00 (02810) Planting Irrigation 1 - 10 Lawn Sprinkler System 32 90 00 (02900) Planting 1 - 25 Repair of Grading Due to Damage by Construction Operations Fine Grading and Preparing Lawn Areas Seeding/Sodding New Lawns Reconditioning Existing Lawn Areas Soil Amendments Trees Shrubs Ground Covers Plant Maintenance Shrub and Tree Transplanting

DIVISION 33 - UTILITIES 334100

Storm Utility Drainage Piping

1 - 7

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CCHHOOIICCEE HHOOTTEELLSS IINNTTEERRNNAATTIIOONNAALL CCoommffoorrtt IInnnn && SSuuiitteess MMaasstteerr GGuuiiddeelliinnee SSppeecciiffiiccaattiioonnss 2008

MANUFACTURED STONE MASONRY 04 73 00 (04730)-Page 1 of 8

File Name: 04_73_00-CSSU-080314(Manufactured Stone Masonry).doc Revision Date: 03/14/08

SSEECCTTIIOONN 0044 7733 0000 ((0044773300)) MMAANNUUFFAACCTTUURREEDD SSTTOONNEE MMAASSOONNRRYY

PART 1 GENERAL 1.1 SUMMARY

A. Section Includes:

1. Simulated Stone

B. Products installed, but not furnished, under this Section include the following:

1. Steel Lintels and Shelf Angles for unit masonry, furnished under Section 05 50 00 (05500), Metal Fabrications.

2. Hollow-metal frames in unit masonry openings, furnished under Section 08 11 13 (08110), Hollow Metal Doors and Frames.

1.2 REFERENCES

A. ASTM International (ASTM) Publications: (Former American Society for Testing and Materials)

1. C39 Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

2. C67 "Test Methods of Sampling and Testing Brick and Structural Clay Tile"

3. C144 Standard Specification for Aggregate for Masonry Mortar

4. C150 Standard Specification for Portland Cement

5. C177 Standard Test Method for Steady-State Heat Flux Measurements and Thermal Transmission Properties by Means of the Guarded-Hot-Plate Apparatus

6. C192 Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory

7. C207 Standard Specification for Hydrated Lime for Masonry Purposes; 1991 (Re-approved 1997)

8. C270 Standard Specification for Mortar for Unit Masonry

9. C482 Standard Test Method for Bond Strength of Ceramic Tile to Portland Cement

10. D226 Standard Specification for Asphalt-Saturated Organic Felt Used in Roofing and Waterproofing

1.3 SYSTEM DESCRIPTION

A. General: Fabricate and install simulated stone to withstand loads from wind, gravity, movement of building structure, and thermally induced movement, as well as to resist deterioration under conditions of normal use including exposure to weather, without failure.




B. Provide hand-set (field-installed) anchoring system, including connections to building structure, that is capable of sustaining forces generated by gravity loads, wind loads, and stresses induced by thermal movement, acting separately or in combination, within the following parameters:

1.4 SUBMITTALS

A. General: Submit the following in accordance with Conditions of Contract and Division 01 Specification Sections:

1. Product Data: Submit manufacturer's product data for each type of simulated stone, accessory, and other manufactured products, including certifications that each type complies with specified requirements.

2. Samples for verification purposes of simulated stone in form of sets for each color, grade, finish, type, and variety of simulated stone required.

a. Provide colored pointing mortar and grout samples for each color required showing full range of exposed color and texture to be expected in completed work.

3. Shop Drawings detailing fabrication and installation of simulated stone cladding. Include setting Drawings indicating sizes, dimensions, sections, and profiles of stones, arrangement and provisions for jointing, supporting, anchoring, and bonding stonework, and details showing relationship with, attachment to, and reception of related work.

a. Include building elevations showing layout of units and locations of joints and anchors.

4. Cold-Weather Procedures: Detailed description of methods, materials, and equipment to be used to comply with cold-weather requirements.

1.5 QUALITY ASSURANCE

A. Manufacturer Qualifications: A firm experienced in manufacturing simulated stone similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to manufacture required units.

B. Single-Source Responsibility for Simulated stone: Obtain each color, grade, finish, type, and variety of stone from a single manufacturer with resources to provide materials of consistent quality in appearance and physical properties, including the capacity to mold and finish material without delaying the progress of the work.

C. Single-Source Responsibility for Mortar and Grout Materials: Obtain mortar ingredients of uniform quality and from one manufacturer for each cementitious and admixture component and from one source or producer for each aggregate.

D. Single-Source Responsibility for Other Materials: Obtain each type of simulated stone accessory, sealant, and other materials from one manufacturer for each product.

E. Installer Qualifications; Engage an experienced installer who has completed stone cladding similar in material, design, and extent to that indicated for project that has resulted in construction with a record of 5 years of successful in-service performance.




F. Sample Panels: Before installing simulated stone, build sample panels, using materials indicated for the completed Work, to verify selection and to demonstrate aesthetic effects. Build sample panels for each type of exposed simulated stone assembly in sizes approximately 48 inches long by 48 inches high by full thickness.

1. Locate panels in the locations indicated or, if not indicated, as directed by Owners Representative.

2. Build mock-ups for the following types of dimension stonework:

a. Typical exterior simulated stone of each type, full size in conjunction with mock-up for other exterior materials. Illustrate field pattern of stone and color and tooling of joints.

b. Mockups may be incorporated into the work. If not, retain mock-ups during construction as standard for judging completed dimensions stonework. When directed, demolish mock-ups and remove from site.

3. Clean exposed faces of panels with masonry cleaner indicated.

4. Maintain sample panels during construction in an undisturbed condition as a standard for judging the completed Work.

5. Approval of sample panels is for color, texture, and blending of masonry units; relationship of mortar and sealant colors to masonry unit colors; tooling of joints; aesthetic qualities of workmanship; and other material and construction qualities specifically approved by the Owners Representative in writing.

a. Approval of sample panels does not constitute approval of deviations from the Contract Documents contained in sample panels, unless such deviations are specifically approved by the Owners Representative in writing.

6. Demolish and remove sample panels when directed.

1.6 DELIVERY, STORAGE, AND HANDLING

A. Deliver simulated stone materials to project in undamaged condition in manufacturer's original, unopened, undamaged containers with identification labels intact.

B. Store simulated stone on elevated platforms in a dry location. If units are not stored in an enclosed location, cover tops and sides of stacks with waterproof sheeting, securely tied. If units become wet, do not install until they are dry.

1. Do not use pinch or wrecking bars.

2. Lift with wide-belt-type slings where possible. Do not use wire rope or ropes containing tar or other substances that might cause staining. If required to move stone, use wood rollers with cushions at end of wood slides.

3. Store simulated stone on wood skids or pallets covered with nonstaining, waterproof membrane. Place and stack skids and stones to distribute weight evenly and to prevent breakage or cracking of stones.

4. Protect simulated stone from weather with waterproof, nonstaining covers or enclosures, but allow air to circulate around stones.

5. Store cementitious materials off the ground, under cover, and in dry location.




6. Do not use salt or calcium-chloride to remove ice from simulated stone surfaces.

C. Store aggregates where grading and other required characteristics can be maintained, and contamination avoided.

D. Store simulated stone accessories, including metal items, to prevent deterioration by corrosion and accumulation of dirt.

1.7 PROJECT/SITE CONDITIONS

A. Protection of Work: During construction, cover tops of walls, projections, and sills with waterproof sheeting at end of each day's work. Cover partially completed simulated stone when construction is not in progress.

B. Staining: Prevent grout, mortar, and soil from staining the face of simulated stone to be left exposed or painted. Immediately remove grout, mortar, and soil that come in contact with such simulated stone.

a. Protect base of walls from rain-splashed mud and from mortar splatter by means of coverings spread on ground and over wall surface.

C. Environmental Requirements:

1. Ambient air temperature shall be in accordance with manufacturer's requirements.

2. Maintain materials and surrounding air temperature to minimum 40 degrees prior to, during, and for 48 hours after completion of work.

3. Protect materials from rain, moisture, and freezing temperatures prior to, during, and after 48 hours after completion of work.

4. Allow no construction activity on opposite side of wall during installation, and for 48 hours after completion of work.

PART 2 PRODUCTS 2.1 MATERIALS, GENERAL

A. Comply with referenced standards and other requirements indicated applicable to each type of material required.

2.2 MANUFACTURERS

A. Qualified Manufacturers:

1. Cultured Stone; Cultured Stone, Division of Owens Corning (800-2551727)

a. Size: As indicated in Exterior Finish Schedule on Drawings.

b. Color: As indicated in Exterior Finish Schedule on Drawings.

2.3 ACCESSORIES

A. Membrane Flashing: As specified in Section 07 60 00 Flashing and Sheet Metal.

B. Metal Lath: 18 gauge galvanized woven wire mesh, or galvanized 3.4 lb. Flat Rib

C. Weather Resistant Barrier: Kraft waterproof building paper, UBC Standard 14-1.




D. Water Repellant Coating: As specified in Section 07 19 00 Water Repellents.

E. Fasteners:

1. Into Wood Studs: Minimum 0.120 inch shank diameter galvanized nails or staples of sufficient length to penetrate 1-3/8 inches minimum into the stud.

2.4 MORTAR AND GROUT MATERIALS

A. Portland Cement: ASTM C150, Type I, of natural color or white, as needed to produce color indicated.

B. Hydrated Lime: ASTM C207, Type S

C. Aggregate: ASTM C144, and as indicated below:

1. For joints narrower than 1/4 inch, use aggregate graded with 100percent passing the No. 8 sieve and 95 percent the No. 16 sieve.

2. For pointing mortar, use aggregate graded with 100 percent passing the No. 16 sieve.

3. White Mortar Aggregates: Natural white sand or ground white stone.

2.5 SIMULATED STONE FABRICATION

A. General: Fabricate simulated stone in sizes and shapes required to comply with requirements indicated, including details on Drawings and final Shop Drawings.

B. Carefully inspect finished stones at fabrication plant for compliance with requirements relative to qualities of appearance, material, and fabrication. Replace defective stones with ones that do comply.

2.6 MORTAR AND GROUT MIXES

A. General: Comply with referenced standards and with manufacturers' instructions relative to mix proportions, mixing equipment, mixer speeds, mixing containers, mixing time, and other procedures needed to produce mortars and grouts of uniform quality and with optimum performance characteristics.

1. Do not add admixtures including coloring pigments, air-entraining agents, accelerators, retarders, water repellent agents, antifreeze compounds, or calcium chloride, unless otherwise indicated.

2. Mixing: Combine and thoroughly mix cementitious materials, water, and aggregates in a mechanical batch mixer, unless otherwise indicated. Discard mortars and grout when they have reached their initial set.

B. Portland Cement/Lime Setting Mortar for Nonpaving Installations: Comply with ASTM C270, Proportion Specification, for types of mortars and stone indicated below:

1. Set stone with Type N mortar.

a. Color: As indicated in Exterior Finish Schedule on Drawings.




PART 3 EXECUTION 3.1 EXAMINATION

A. Examine surfaces to receive simulated stone work, and conditions under which materials will be installed, with installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of dimension stonework. Do not proceed with installation until unsatisfactory conditions have been corrected.

3.2 PREPARATION

A. Advise installers of other work about specific requirements relating to placement of inserts, flashing reglets, metal anchors, and similar items to be used by stonework installer for anchoring, supporting, and flashing of dimension stonework. Furnish installers of other work with Drawings or templates showing locations of these items.

B. Verify items provided by other sections of work are properly sized and located.

C. Sheathed Surfaces: Install one layer of weather-resistant barrier with lap joints of 4-inches shingle fashion. Apply code approved metal lath, attach using galvanized nails a minimum of 6-inches on center vertically and 16 inches on center horizontally, which penetrate a minimum of 1-inch into studs. Wrap weather resistant barrier and metal lath a minimum of 16 inches around all outside and inside corners.

D. Concrete and Masonry Surfaces, New, Clean and Untreated: Examine newly poured concrete closely to ensure that the finished surface contains no releasing agents (form oil). If it does contain form oil, etch surface with muriatic acid, rinse thoroughly and score with a wire brush, or use high-pressure water, or sandblasting to remove. Apply code approved metal lath to surfaces, attach using galvanized concrete nails a minimum of 6-inches on center vertically and 16 inches on center horizontally.

3.3 INSTALLATION

A. Comply with manufacturer's product data, including product technical bulletins and installation instructions.

B. General: Install/set all units and accessories accurately, using skilled, experienced personnel, according to approved shop and setting drawings.

1. Use stone-fitters to perform field-cutting with power saws, when required.

a. Cut masonry units with wet-saw.

C. Clean stone surfaces before setting, using only water or mild cleaning compounds containing no caustic or abrasives. Clean cut units using a stiff fiber brush and clean water. Allow units to surface dry prior to placement.

D. Provide chases, reveals, openings, and other spaces required to accommodate other work. Close up after other work is complete with simulated stone which matches stone already set.

E. Mortar: Apply 3/4 inch of mortar to lath, covering a maximum of 10 square feet at one time. Press the units firmly into position in soft mortar bed, wiggle and apply slight pressure to unit to ensure firm bonding causing mortar to extrude slightly around edges of units.

1. For stones applied in hot or dry weather, the back of each piece shall be moistened with a fine spray of water or a wet brush to adequately prevent excessive absorption of moisture




from the mortar. If being installed over concrete, masonry or scratch coat substrate, the substrate surface area should also be dampened before applying mortar.

2. Applications should be protected from freezing, as mortar will not set up properly under such conditions. Do NOT use antifreeze compounds to lower the freezing point of mortar.

F. Masonry Flashing: Extend flashing through veneer, turn up and bed into mortar joint of masonry, seal to concrete or seal into sheathing over steel stud framed back-up.

a. Lap end joints and seal watertight.

G. Lintels: Install lintels as scheduled.

H. Joints:

1. Mortar joints should not be over 1/2-inch to 3/4-inch in width. Set simulated stone accurately, in patterns and locations indicated, with uniform joints of dimensions indicated, and with edges and faces aligned according to established relationships and indicated tolerances.

2. When installing "pre-fitted" stone textures, units should be fitted tight against each other with no allowance for mortar joints.

3. Remove excess mortar; do not allow mortar to set up on face of units. Point, and tool joints before mortar have set.

I. Movement Control Joints

1. Construct movement joints in locations noted on Drawings.

2. Do not continue horizontal joint reinforcing across movement control joints.

3. Form movement control joints by leaving head joints between stacked units void of mortar, ready for application of bond breaker and joint sealant.

4. Size joint in accordance with Section07 92 00 Joint Sealants for sealant performance.

J. Setting Units: Press each stone into the mortar setting bed firmly enough to squeeze some mortar out around the stone's edges. Apply pressure to the stone to ensure a good bond. Ensure complete coverage between the mortar bed and the surface of the stone. Mortar may also be applied to the entire back of the stone.

K. Shim and adjust anchors, supports, and accessories.

L. Mortar Color: As indicated in Exterior Finish Schedule on Drawings.

3.4 PROTECTION

A. Protect work during erection as follows:

1. Cover top of walls with nonstaining waterproof sheeting at end of each day's work. Cover partially completed structures when work is not in progress. Extend cover a minimum of 24 inches down both sides and hold securely in place.

2. Prevent staining of stone from mortar, grout, sealants, and other sources. Immediately remove such materials from stone without damage to latter.




3. Protect base of walls from rain-splashed mud and mortar splatter by means of coverings spread on ground and over wall surface.

4. Protect sills, ledges, and projections from droppings of mortar and sealants.

B. Provide final protection and maintain conditions in a manner acceptable to fabricator and installer ensuring dimension stonework being without damage or deterioration at time of Substantial Completion.

3.5 ADJUSTING AND CLEANING

A. General: Perform final cleaning as soon as possible after mortar has set and been tooled. Clean faces of stone at pointed joints immediately. Remove soiled areas, streaks and stains from prefinished panels using clean water and soft bristle brush, followed by clear water rinse.

B. Use no wire brushes, acid-type cleaning agents, cleaning compounds with caustic or harsh fillers, or other materials or methods which could damage, discoloration, etching of surfaces or joints, without written approval from simulated stone manufacturer.

C. Clean stone surfaces that have become dirty or stained prior to setting to remove soil, stains, and foreign materials. Clean stones by thoroughly scrubbing stones with fiber brushes followed by a thorough drenching with clear water. Use only mild cleaning compounds that contain no caustic or harsh filler or abrasives.

D. Remove and replace or repair simulated stone work of the following description:

1. Broken, chipped, stained, or otherwise damaged stones. Broken, chipped, stained, or otherwise damaged stone may be repaired, providing the methods and results are acceptable to the Architect.

2. Defective joints.

3. Stones and joints not matching approved samples and field-constructed mock-up.

4. Simulated stone work not complying with other requirements indicated.

E. Acceptable Appearance: Simulated stone shall show no obvious repairs or imperfections, other than minimal color variations, when viewed with the unaided eye at a 20 foot distance in normal daylight conditions.

F. Replace in manner that results in dimension stonework matching approved samples and field-constructed mock-ups, complying with other requirements, and showing no evidence of replacement.

G. Remove protection materials upon substantial performance of the work or when risk of damage is no longer present.



METAL FABRICATIONS 05 55 00 (05500)-Page 1 of 11

File Name: 05_50_00-CSSU-080314(Metal Fabrications).doc Revision Date: 03/14/08

SSEECCTTIIOONN 0055 5500 0000 ((0055550000)) MMEETTAALL FFAABBRRIICCAATTIIOONNSS



1. Rough Hardware

2. Loose Bearing and Leveling Plates

3. Loose Steel Lintels

4. Ladders:

a. Elevator Pit Ladder

b. Roof Ladder

5. Support Angles for Elevator Door Sills

6. Elevator Sump Pit Cover

7. Pipe Bollards

8. Laundry Trench Grate

9. Miscellaneous Metal Trim

10. Steel Framing and Supports for Applications where framing and supports are not specified in other Sections

1.2 REFERENCES

A. ASTM International Publications:

1. A27 "Standard Specification for Steel Castings, Carbon, for General Application"

2. A36 "Standard Specification for Carbon Structural Steel".

3. A47 "Standard Specification for Ferritic Malleable Iron Castings"

4. A48 "Standard Specification for Gray Iron Castings"

5. A53 "Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless"

6. A123 "Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products"

7. A153 "Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware"

8. A307 "Standard Specification for Carbon Steel Bolts and Studs, 60 000 PSI Tensile Strength"

9. A563 "Standard Specification for Carbon and Alloy Steel Nuts"




10. A615 "Standard Specification for Deformed and Plain Billet-Steel Bars for Concrete Reinforcement"

11. A780 "Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings"

12. B633 "Standard Specification for Electrodeposited Coatings of Zinc on Iron and Steel"

13. C1107 "Standard Specification for Packaged Dry, Hydraulic-Cement Grout (Nonshrink)"

14. E488 "Standard Test Methods for Strength of Anchors in Concrete and Masonry Elements"

15. F593 "Standard Specification for Stainless Steel Bolts, Hex Cap Screws, and Studs"

16. F594 "Standard Specification for Stainless Steel Nuts"

17. F1554 "Standard Specification for Anchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength"

B. Federal Specifications (FS) Publications:

1. FS B 588 Bolt, Toggle: And Expansion Sleeve, Screw (Cancelled)

2. FS FF S 325

3. FS FF BS75

4. FS TT P664 - Paint 25 (superceeds FS TT-P-664), Zinc Oxide, Alkyd, Linseed Oil Primer for Use Over Hand Cleaned Steel

5. DOD-P-21035A (formerly MIL-P-21035), Galvanizing Repair Specification

C. The American Society of Mechanical Engineers (ASME) Publications:

1. A17.1 Handbook on Safety Code for Elevators and Escalators

2. B18.2.1 "Square and Hex Bolts and Screws, Inch Series"

3. B18.6.1 "Wood Screws (Inch Series)"

4. B18.6.3 "Machine Screws and Machine Screw Nuts"

5. B18.21.1 "Lock Washers (Inch Series)"

6. B18.22.1 "Plain Washers"

D. National Association of Architectural Metal Manufacturers (NAAMM) Publications:

1. "Metal Finishes Manual"

2. Metal Stairs Manual

E. The Society for Protective Coatings (SSPC) Publications:

1. SP - Surface Preparation Standards and Specifications

a. SP 3 "Power Tool Cleaning"

2. PA - Paint Application Standards, Guides, and Specifications

a. PA 1 Shop, Field, and Maintenance Painting of Steel

3. Paint - Paint and Coating Standards and Specifications




a. Paint 12, Cold-Applied Asphalt Mastic (Extra Thick Film)

b. Paint 20 Zinc-Rich Coating, Type I - Inorganic and Type II - Organic

c. Paint 25 (superceeds FS TT-P-664), Zinc Oxide, Alkyd, Linseed Oil Primer for Use Over Hand Cleaned Steel

1.3 SYSTEM DESCRIPTION

A. System Performance Requirements:

1. Handrails (stair): Capable of withstanding a load of 200 lbs. applied in any direction at any point on the rail.

2. Ladders: Comply with ANSI A14.3.

1.4 SUBMITTALS

A. General: Submit in accordance with Conditions of Contract and Division 01 Specification Sections.

B. Provide product data for products used in miscellaneous metal fabrications, including paint products and grout.

C. Submit shop drawings detailing fabrication and erection of each metal fabrication indicated. Include plans, elevations, sections, and details of metal fabrications and their connections. Show anchorage and accessory items. Provide templates for anchors and bolts specified for installation under other sections.

D. Submit samples representative of materials and finished products as may be requested by Owners Representative.

E. Welding Certificates: Copies of certificates for welding procedures and personnel.


A. Fabricator Qualifications: Firm experienced in successfully producing metal fabrications similar to that indicated for this Project, with sufficient production capacity to produce required units without causing delay in the Work.

B. Installer Qualifications: Arrange for installation of metal fabrications specified in this Section by same firm that fabricated them.

C. Quality welding processes and welding operators in accordance with the following:

1. AWS D1.1 "Structural Welding Code - Steel"

2. AWS D1.3 "Structural Welding Code - Sheet Steel"

3. AWS D1.2 "Structural Welding Code - Aluminum"

D. Certify that each welder has satisfactorily passed AWS qualification tests for welding processes involved and, if pertinent, has undergone recertification.

1.6 PROJECT/SITE CONDITIONS

A. Field Measurements: Check actual locations of walls and other construction to which metal fabrications must fit, by accurate field measurements before fabrication; show recorded measurements on final shop drawings. Coordinate fabrication schedule with construction progress to avoid delay of Work.




1.7 COORDINATION

A. Coordinate installation of anchorages for metal fabrications. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation.

PART 2 PRODUCTS 2.1 FERROUS METALS

A. Metal Surfaces, General: For metal fabrications exposed to view upon completion of the Work, provide materials selected for their surface flatness, smoothness, and freedom from surface blemishes. Do not use materials whose exposed surfaces exhibit pitting, seam marks, roller marks, rolled trade names, roughness, and, for steel sheet, variations in flatness exceeding those permitted by reference standards for stretcher-leveled sheet.

B. Steel Plates, Shapes, and Bars: ASTM A36

C. Steel Tubing: Cold-formed steel tubing complying with ASTM A500.

D. Gray Iron Castings: ASTM A48, Class 30

E. Malleable Iron Castings: ASTM A47, Grade 32510

F. Brackets, Flanges and Anchors: Cast or formed metal of the same type material and finish as supported rails, unless otherwise indicated.

G. Concrete Inserts: Threaded or wedge type; galvanized ferrous castings, either malleable iron, ASTM A47, or cast steel, ASTM A27. Provide bolts, washers, and shims as required, hot-dip galvanized per ASTM A153.

H. Welding Rods: Select in accordance with AWS Specifications for the metal alloy to be welded.

2.2 FASTENERS

A. General: Provide zinc-coated fasteners for exterior use or where built into exterior walls. Select fasteners for the type, grade, and class required for each application and complying with applicable standards.

1. Bolts and Nuts: Regular hexagon head bolts, ASTM A307, Grade A with hex nuts ASTM A563; and, where indicated, flat washers.

2. Anchor Bolts: ASTM F1554, Grade 30

3. Lag Bolts: Square head type, ASME B18.2.1

4. Machine Screws: Cadmium plated steel, ASME B18.6.3

5. Wood Screws: Flat head carbon steel, ASME B18.6.1

6. Plain Washers: Round, carbon steel, ASME B18.22.1

7. Lock Washers: Helical, spring type, carbon steel, ASME B18.21.1

8. Expansion Anchors: Anchor bolt and sleeve assembly of material indicated below with capability to sustain, without failure, a load equal to six times the load imposed when installed in unit masonry and equal to four times the load imposed when installed in




concrete, as determined by testing per ASTM E488, conducted by a qualified independent testing agency.

a. Interior Use - Material: Carbon-steel components zinc-plated to comply with ASTM B633, Class Fe/Zn 5.

b. Exterior and Swimming Pool Use - Material: Alloy Group 1 or 2 stainless-steel bolts complying with ASTM F593 and nuts complying with ASTM F594.

9. Toggle Bolts: FS FF-B-588, tumble-wing type, class and style as needed.

2.3 GROUT AND ANCHORING CEMENT

A. Nonshrink Nonmetallic Grout: Premixed, factory-packaged, nonstaining, noncorrosive, nongaseous grout complying with ASTM C1107. Provide grout specifically recommended by manufacturer for interior and exterior heavy-duty loading applications of type specified in this Section.

1. Accepted Manufacturers:

a. "Euco N-S Grout", Euclid Chemical Co, An RPM Company; (800-321-7628)

b. "Masterflow 713 Plus", BASF Building Systems (800-433-9517)

c. "Sonogrout 10K", BASF Building Systems (800-433-9517)

B. Interior Anchoring Cement: Factory-prepackaged, nonshrink, nonstaining, hydraulic controlled expansion cement formulation for mixing with water at Project site to create pourable anchoring, patching, and grouting compound. Use for interior applications only.

C. Erosion-Resistant Anchoring Cement: Factory-prepackaged, nonshrink, nonstaining, hydraulic controlled expansion cement formulation for mixing with water at Project site to create pourable anchoring, patching, and grouting compound. Provide formulation that is resistant to erosion from water exposure without need for protection by a sealer or waterproof coating and is recommended for exterior use by manufacturer.

2.4 CONCRETE FILL AND REINFORCING MATERIALS

A. Concrete Materials and Properties: Comply with requirements of Section 03 30 00, and as shown on Drawings, with minimum 28-day compressive strength of 3,000 PSI, unless otherwise indicated.

B. Non-slip Aggregate Finish: Factory-graded, packaged material containing fused aluminum oxide grits or crushed emery as abrasive aggregate; rustproof and non-glazing; unaffected by freezing, moisture, or cleaning materials.

C. Reinforcing Bars: ASTM A615, Grade 60, unless noted otherwise.

2.5 PAINT

A. Shop Primer for Ferrous Metal: Manufacturer's or fabricator's standard, fast-curing, lead and chromate-free, universal modified alkyd primer selected for good resistance to normal atmospheric corrosion, for compatibility with finish paint systems indicated, and for capability to provide a sound foundation for field-applied topcoats despite prolonged exposure complying with performance requirements of FS TT-P-664.

1. Accepted Manufacturers:

a. "Carbozinc 621"; Carboline Co. (800-848-4645)




b. "Epoxy Zinc-Rich Primer CM18/CM19"; Benjamin Moore & Co. (888-236-6667)

c. "Tneme-Zinc 90-97"; Tnemec Co. (800-863-6321)

B. Galvanizing Repair Paint: High zinc dust content paint for regalvanizing welds in galvanized steel, with dry film containing not less than 94 percent zinc dust by weight, and complying with DOD-P-21035 or SSPC Paint 20.

C. Zinc Chromate Primer: FS TT-P-645.

D. Bituminous Paint: Cold-applied asphalt mastic complying with SSPC Paint 12 except containing no asbestos fibers.

2.6 FABRICATION - GENERAL

A. Form metal fabrications from materials of size, thickness, and shapes indicated but not less than that needed to comply with performance requirements indicated. Work to dimensions indicated or accepted on shop drawings, using proven details of fabrication and support. Use type of materials indicated or specified for various components of each metal fabrication.

B. Allow for thermal movement resulting from the following maximum change (range) of exterior metalwork in ambient temperature in the design, fabrication, and installation of installed metal assemblies to prevent buckling, opening up of joints, and overstressing of welds and fasteners. Base design calculations on actual surface temperatures of metals due to both solar heat gain and nighttime sky heat loss. Temperature Change (Range): 120 Degrees F., ambient; 130 degrees F., material surfaces.

C. Form exposed work true to line and level with accurate angles and surfaces and straight sharp edges. Ease exposed edges to a radius of approximately 1/32 inch, unless otherwise indicated. Form bent-metal corners to smallest radius possible without causing grain separation or otherwise impairing work. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners wherever possible. Use exposed fasteners of type indicated or, if not indicated, Phillips flathead (countersunk) screws or bolts. Locate joints where least conspicuous.

D. Weld corners and seams continuously to comply with AWS recommendations and the following:

1. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals.

2. Obtain fusion without undercut or overlap.

3. Remove welding flux immediately.

4. At exposed connections, finish exposed welds and surfaces smooth and blended so that no roughness shows after finishing and contour

E. Provide for anchorage of type indicated; coordinate with supporting structure. Fabricate and space anchoring devices to provide adequate support for intended use.

F. Shop Assembly: Preassemble items in shop to greatest extent possible to minimize field splicing and assembly. Disassemble units only as necessary for shipping and handling limitations. Use connections that maintain structural value of joined pieces. Clearly mark units for reassembly and coordinated installation. Cut, reinforce, drill and tap miscellaneous metal work as indicated to receive finish hardware, screws, and similar items.




G. Fabricate joints that will be exposed to weather in a manner to exclude water, or provide weep holes where water may accumulate.

H. Fabricate joints that will be exposed to weather in a manner to exclude water, or provide weep holes where water may accumulate.

2.7 ROUGH HARDWARE

A. Furnish bent or otherwise custom fabricated bolts, plates, anchors, hangers, dowels, and other miscellaneous steel and iron shapes as required for framing and supporting woodwork, and for anchoring or securing woodwork to concrete or other structures. Fabricate items to sizes, shapes, and dimensions required. Furnish malleable-iron washers for heads and nuts which bear on wood structural connections; elsewhere, furnish steel washers.

B. For stair railings and handrails requirements, refer to Section 05 52 00.

2.8 STEEL LADDERS

A. General: Fabricate ladders for the locations shown, with dimensions, spacings, and anchorages as indicated. Comply with requirements of ANSI A14.3.

1. For elevator pit ladders, comply with ASME A17.1.

B. Siderails: Continuous, steel, 1/2" x 2-1/2" flat bars, with eased edges, space 18" apart.

C. Bar Rungs: 3/4" diameter steel bars, spaced 12" o.c.

D. Fit rungs in centerline of side rails, plug weld and grind smooth on outer rail faces.

E. Support each ladder at top and bottom and at intermediate points space not more than 5' o.c. with welded or bolted steel brackets.

F. Provide nonslip surfaces on top of each rung, either by coating the rung with aluminum-oxide granules set in epoxy-resin adhesive, or by using a type of manufacture rung that is filled with aluminum-oxide grout.

G. Provide ladder safety cages where required by local codes, to comply with ANSI A14.3.

2.9 LOOSE BEARING AND LEVELING PLATES

A. Provide loose bearing and leveling plates for steel items bearing on masonry or concrete construction, made flat, free from warps or twists, and of required thickness and bearing area. Drill plates to receive anchor bolts and for grouting as required. Galvanize after fabrication.

2.10 LOOSE STEEL LINTELS

A. Fabricate loose structural steel lintels from steel angles and shapes of size indicated for openings and recesses in masonry walls and partitions at locations indicated. Weld adjoining members together to form a single unit where indicated.

B. Hot-dipped galvanize loose steel lintels located in exterior walls.

C. Size loose lintels for equal bearing of one inch per foot of clear span but not less than 8 inches bearing at each side of openings, if not indicated on Drawings.

2.11 MISCELLANEOUS FRAMING AND SUPPORTS

A. General: Provide steel framing and supports for applications indicated or which are not a part of structural steel framework, as required to complete work.




B. Fabricate units to sizes, shapes, and profiles indicated and required to receive adjacent other construction retained by framing and supports. Fabricate from structural steel shapes, plates, and steel bars of welded construction using mitered joints for field connection. Cut, drill, and tap units to receive hardware, hangers, and similar items.

1. Equip units with integrally welded anchors for casting into concrete or building into masonry. Furnish inserts if units must be installed after concrete is placed. Spacing of anchors shall not be more than 24" o.c.

2.12 PIPE BOLLARDS

A. ASTM A153 galvanized schedule 40 steel pipe with concrete fill, as detailed on Drawings. Provide smooth radius for concrete top to prevent accumulation of rainwater. Provide field painted finish.

2.13 LAUNDRY TRENCH GRATE

A. Accepted Manufacturers:

1. Kordek PFR Isopthalic Polyester Resin, Seasafe, Inc. (800-326-8842)

2. Fibergrate Molded Gratings, 1 x 1 x 4; Fibergrate Composite Structures, Inc., An RPM Company (800-527-4043)

3. Molded Square Fiberglass Gratings; McNichols Co. (800-237-3828)

B. Provide square-mesh fiberglass grating, solid compression molded structure, 1 thick x size required, with bearing bars spaced at maximum 1 on center.

C. Accessories:

1. round steel bars for lint screen.

D. Frame: Construct perimeter frame using 1 x 3 x 3/16 seat angle welded to 3 x 3 x 3/16 support steel angle to form seat for trench grate. Weld corners and grind smooth. Grate to be removable.

E. Forming and Finishing:

1. Form laundry trench using fabricated perimeter frame and concrete forms as required to depth and shape indicated.

2. Set top of perimeter seat angle flush with finish floor, allowing for thickness of finish material.

2.14 MISCELLANEOUS STEEL TRIM

A. Provide shapes and sizes indicated for profiles shown. Unless otherwise indicated, fabricate units from structural steel shapes, plates, and steel bars, with continuously welded joints and smooth exposed edges. Use concealed field splices wherever possible. Provide cutouts, fittings, and anchorages as required for coordination of assembly and installation with other work.

1. Galvanize miscellaneous framing and supports in exterior locations and where shown to be painted.




2.15 FINISHES, GENERAL

A. Comply with NAAMM "Metal Finishes Manual" for Architectural and Metal Products for recommendations relative to application and designations of finishes. Finish metal fabrications after assembly.

2.16 STEEL AND IRON FINISHES

A. Galvanizing: For those items indicated for galvanizing, apply zinc-coating by the hot-dip process in compliance with the following requirements:

1. ASTM A153 for galvanizing iron and steel hardware.

2. ASTM A123 for galvanizing both fabricated and unfabricated iron and steel products made of uncoated rolled, pressed, and forged shapes, plates, bars, and strip 0.0299 inch thick and heavier.

B. Preparation for Shop Priming: Prepare uncoated ferrous metal surfaces to comply with minimum requirements indicated below for SSPC surface preparation specifications and environmental exposure conditions of installed metal fabrications: Interiors (SSPC Zone 1A): SSPC SP 3 "Power Tool Cleaning".

C. Apply shop primer to uncoated surfaces of metal fabrications, except those with galvanized finish or to be embedded in concrete, sprayed-on fireproofing, or masonry, unless otherwise indicated. Comply with requirements of SSPC PA 1 "Paint Application Specification No. 1" for shop painting. Stripe paint all edges, corners, crevices, bolts, welds, and sharp edges.

PART 3 EXECUTION 3.1 PREPARATION

A. Coordinate and furnish anchorages, setting drawings, diagrams, templates, instructions, and directions for installation of anchorages, including concrete inserts, sleeves, anchor bolts, and miscellaneous items having integral anchors that are to be embedded in concrete or masonry construction. Coordinate delivery of such items to project site.

B. Set sleeves in concrete with tops flush with finish surface elevations; protect sleeves from water and concrete entry.

3.2 INSTALLATION

A. Fastening to In-Place Construction: Provide anchorage devices and fasteners where necessary for securing miscellaneous metal fabrications to in-place construction; include threaded fasteners for concrete and masonry inserts, toggle bolts, through-bolts, lag bolts, wood screws, and other connectors as required.

B. Cutting, Fitting, and Placement: Perform cutting, drilling, and fitting required for installation of miscellaneous metal fabrications. Set metal fabrication accurately in location, alignment, and elevation; with edges and surfaces level, plumb, true, and free of rack; and measured from established lines and levels.

C. Provide temporary bracing or anchors in formwork for items that are to be built into concrete masonry or similar construction.




D. Fit exposed connections accurately together to form hairline joints. Weld connections that are not to be left as exposed joints but cannot be shop welded because of shipping size limitations. Do not weld, cut, or abrade surfaces of exterior units that have been hot-dip galvanized after fabrication and are for bolted or screwed field connections.

E. Field Welding: Comply with AWS Code for procedures of manual shielded metal-arc welding, appearance and quality of welds made, methods used in correctly welding work, and the following:

1. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals.

2. Obtain fusion without undercut or overlap.

3. Remove welding flux immediately.

4. At exposed connections, finish exposed welds and surfaces smooth and blended so that no roughness shows after finishing and contour of welded surface matches those adjacent.

3.3 INSTALLING MISCELLANEOUS FRAMING AND SUPPORTS

A. General: Install framing and supports to comply with requirements of items being supported, including manufacturers' written instructions and requirements indicated on shop drawings, if any.

B. Anchor supports securely to and rigidly brace from building structure.

C. Support steel girders on solid grouted masonry, concrete, or steel pipe columns. Secure girders with anchor bolts embedded in grouted masonry or concrete or with bolts through top plates of pipe columns.

1. Where grout space under bearing plates is indicated at girders supported on concrete or masonry, install as specified above for setting and grouting bearing and leveling plates.

3.4 SETTING BEARING AND LEVELING PLATES

A. Clean concrete and masonry bearing surfaces of any bond-reducing materials, and roughen to improve bond to surfaces. Clean bottom surface of plates.

B. Set leveling and bearing plates on wedges, shims, or leveling nuts. After the bearing members have been positioned and plumbed, tighten the anchor bolts. Do not remove wedges or shims, but if protruding, cut off flush with the edge of the bearing plate before packing with grout.

1. Use nonmetallic nonshrink grout, unless otherwise indicated.

2. Pack grout solidly between bearing surfaces and plates to ensure that no voids remain.

3.5 INSTALLING PIPE BOLLARDS

A. Anchor bollards in concrete with pipe sleeves preset and anchored into concrete. After bollards have been inserted into sleeves, fill annular space between bollard and sleeve solidly with nonshrink, nonmetallic grout, mixed and placed to comply with grout manufacturers written instructions. Slope group up approximately 1/8 toward bollard.

B. Paint bollards yellow in front of dumpsters.




3.6 TOUCH-UP PAINTING:

A. Immediately after erection, clean field welds, bolted connections, and abraded areas of shop paint, and paint exposed areas with same material as used for shop painting to comply with SSPC PA 1 requirements for touch-up of field painted surfaces.

B. Apply by brush or spray to provide a minimum dry film thickness of 2.0 mils.

C. For galvanized surfaces clean welds, bolted connections and abraded areas and apply galvanizing repair paint to comply with ASTM A780.



METAL RAILINGS 05 52 00 (05520)-Page 1 of 9

File Name: 05_52_00-CSSU-080314(Metal Railings).doc Revision Date: 03/14/08

SSEECCTTIIOONN 0055 5522 0000 ((0055552200)) MMEETTAALL RRAAIILLIINNGGSS



1. Interior Railings

a. Steel Pipe Railings.

2. Exterior Railings

a. Steel Pipe Railings.

1.2 REFERENCES

A. ASTM International Publications:

1. A36 "Standard Specification for Carbon Structural Steel".

2. A47 "Standard Specification for Ferritic Malleable Iron Castings"

3. A48 "Standard Specification for Gray Iron Castings"

4. A53 "Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless"

5. A780 "Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings"

6. B633 "Standard Specification for Electrodeposited Coatings of Zinc on Iron and Steel"

7. C1107 "Standard Specification for Packaged Dry, Hydraulic-Cement Grout (Nonshrink)"

8. E488 "Standard Test Methods for Strength of Anchors in Concrete and Masonry Elements"

9. E985 "Standard Specification for Permanent Metal Railing Systems and Rails for Buildings"

1.3 DEFINITIONS

A. Definitions in ASTM E985 for railing-related terms apply to this Section.

1.4 PERFORMANCE REQUIREMENTS

A. General: In engineering handrail and railing systems to withstand structural loads indicated, determine allowable design working stresses of railing materials based on the following:

1. For Cold-Formed Structural Steel: AISI SG02 "North American Specification for Design of Cold-Formed Steel Structural Members".




B. Structural Performance of Handrails and Railing Systems: Engineer, fabricate, and install handrails and railing systems to withstand the following structural loads without exceeding the allowable design working stress of the materials for handrails, railing systems, anchors, and connections. Apply each load to produce the maximum stress in each of the respective components comprising handrails and railing systems.

1. Top Rail of Guardrail Systems: Capable of withstanding the following loads applied as indicated:

a. Designed to resist a load of 50 pounds per linear foot (pound per foot) applied in any direction at the top and to transfer this load through the supports to the structure.

b. Concentrated Load: Handrail assemblies and guards shall be able to resist a single concentrated load of 200 pounds applied in any direction at any point along the top, and have attachment devices and supporting structure to transfer this loading to appropriate structural elements of the building . This load need not be assumed to act concurrently with the loads specified in the paragraph above.

2. Intermediate Rails (all those except the handrail), balusters and panel fillers: Capable of withstanding the following loads applied as indicated.

a. Designed to withstand a horizontally applied normal load of 50 pounds on an area not to exceed 1 square foot including openings and space between rails.

C. Corrosion Control: Insulate metals and other materials from direct contact with incompatible materials to prevent galvanic action and other forms of corrosion.

D. Thermal Movements: Allow for thermal movement resulting from the following maximum change (range) in ambient temperature in the design, fabrication, and installation of handrails and railings to prevent buckling, opening up of joints, overstressing of components, connections, and other detrimental effects. Base design calculation on actual surface temperatures of materials due to both solar heat gain and nighttime sky heat loss.

1. Temperature Change (Range): 120 deg. F. ambient; 180 deg. F. materials surfaces.

1.5 SUBMITTALS

A. General: Submit the following in accordance with Conditions of Contract and Division 01 Specification Sections.

1. Product data for each type of product specified.

2. Product test reports from and based on tests performed by qualified independent testing laboratory evidencing compliance of railing components and systems with requirements based on comprehensive testing of current products.

3. Shop Drawings showing fabrication and installation of handrails and railings including plans, elevations, sections, details of components, and attachments to other units of Work.

a. Where installed products are indicated to comply with certain design loadings, include structural computations, materials properties, and other information needed for structural analysis that has been signed and sealed by a qualified professional engineer responsible for their preparation.





A. Single-Source Responsibility: Obtain handrails and railing systems of each type and material from a single manufacturer.

B. Engineering Responsibility: Engineer handrails and railing systems by qualified professional engineer legally authorized to practice in jurisdiction where Project is located.

C. Installer Qualifications: Arrange for installation of metal fabrications specified in this Section by same firm that fabricated them.

D. Certify that each welder has satisfactorily passed AWS qualification tests for welding processes involved and, if pertinent, has undergone recertification.

1. Quality welding processes and welding operators in accordance with the following:

a. AWS D1.1 "Structural Welding Code - Steel"

b. AWS D1.3 "Structural Welding Code - Sheet Steel"

1.7 DELIVERY, STORAGE, AND HANDLING

A. Store handrails and railing systems in clean, dry location, away from uncured concrete and masonry, protected against damage of any kind. Cover with waterproof paper, tarpaulin, or polyethylene sheeting; allow for air circulation inside the covering.

1.8 PROJECT CONDITIONS

A. Field Measurements: Where handrails and railings are indicated to fit to other construction, check actual dimensions of other construction by accurate field measurements before fabrication; show recorded measurements on final shop drawings. Coordinate fabrication schedule with construction progress to avoid delay of Work.

1. Where field measurements cannot be made without delaying the Work, guarantee dimensions and proceed with fabrication of products without field measurements. Coordinate other construction to ensure that actual dimensions correspond to guaranteed dimensions.

1.9 SEQUENCING

A. Sequence and coordinate installation of handrails and railings as follows:

1. Mount handrails only on completed walls. Do not support handrails temporarily by any means not satisfying structural performance requirements.

2. Mount handrails only on gypsum board assemblies reinforced to receive anchors and where the location of concealed anchor plates has been clearly marked for benefit of installer. Do not support temporarily by any means that does not satisfy structural performance requirements.

PART 2 PRODUCTS 2.1 METALS

A. General: Provide metal forms and types that comply with requirements of referenced standards and that are free from surface blemishes where exposed to view in the finished unit. Exposed-to-view surfaces exhibiting pitting, seam marks, roller marks, stains, discolorations, or other imperfections on finished units are not acceptable.




B. Steel Pipe: ASTM A53; finish, type, and weight class as follows:

1. Black finish, unless otherwise indicated.

2. Galvanized finish where indicated.

3. Type S, Grade A, standard weight (Schedule 40), unless otherwise indicated, or another weight required by structural loads.

C. Steel Plates, Shapes, and Bars: ASTM A36

D. Gray Iron Castings: ASTM A48, Class 30

E. Malleable Iron Castings: ASTM A47, Grade 32510

1. Bracket:

a. Accepted Manufacturers:

1) Model 382; Julius Blum & Co., Inc. (800-526-6293)

F. Fittings: Steel Elbows, Tee-Shapes, Wall Brackets, Escutcheons

2.2 GROUT AND ANCHORING CEMENT

A. Nonshrink, Nonmetallic Grout: Premixed, factory-packaged, nonstaining, noncorrosive, nongaseous grout complying with ASTM C1107. Provide grout specifically recommended by manufacturer for interior and exterior applications of type specified in this Section.

B. Accepted Manufacturers:

a. "Euco N-S Grout", Euclid Chemical Co, An RPM Company; (800-321-7628)

b. "Masterflow 713 Plus", BASF Building Systems (800-433-9517)

c. "Sonogrout 10K", BASF Building Systems (800-433-9517)

C. Interior Anchoring Cement: Factory-prepackaged, nonshrink, nonstaining, hydraulic controlled expansion cement formulation for mixing with water at Project site to create pourable anchoring, patching, and grouting compound. Use for interior applications only.

D. Erosion-Resistant Anchoring Cement: Factory-prepackaged, nonshrink, nonstaining, hydraulic controlled expansion cement formulation for mixing with water at Project site to create pourable anchoring, patching, and grouting compound. Provide formulation that is resistant to erosion from water exposure without need for protection by a sealer or waterproof coating and is recommended for exterior use by manufacturer.

2.3 PAINT

A. Refer to Section 09 96 00 for Special Coatings used for exterior railings.

B. Shop Primer for Ferrous Metal: Manufacturer's or fabricator's standard, fast-curing, lead and chromate-free, universal modified alkyd primer selected for good resistance to normal atmospheric corrosion, for compatibility with finish paint systems indicated, and for capability to provide a sound foundation for field-applied topcoats despite prolonged exposure complying with performance requirements of FS TT-P-664.

1. Approved Manufacturers:

a. "Carbozinc 621"; Carboline Co. (800-848-4645)




b. "Epoxy Zinc-Rich Primer CM18/CM19"; Benjamin Moore & Co. (888-236-6667)

c. "Tneme-Zinc 90-97"; Tnemec Co. (800-863-6321)

C. Galvanizing Repair Paint: High-zinc-dust-content paint for regalvanizing welds in galvanized steel, with dry film containing not less than 94 percent zinc dust by weight, and complying with DOD-P-21035 or SSPC-Paint-20.

D. Bituminous Paint: Cold-applied asphalt mastic complying with SSPC-Paint 12 except containing no asbestos fibers and complying with ASTM D1187.

2.4 WELDING MATERIALS, FASTENERS, AND ANCHORS

A. Welding Electrodes and Filler Metal: Provide type and alloy of filler metal and electrodes as recommended by producer of metal to be welded and as required for color match, strength, and compatibility in fabricated items.

B. Fasteners for Anchoring Railings to Other Construction: Select fasteners of the type, grade, and class required to produce connections that are suitable for anchoring railing to other types of construction indicated and capable of withstanding design loadings.

1. For steel railings and fittings use plated fasteners complying with ASTM B633, Class Fe/Zen 25 for electro-deposited zinc coating.

2. Cast-In-Place and Post-Installed Anchors in Concrete: Anchors fabricated from corrosion-resistant materials with capability to sustain, without failure, load imposed within a safety factor of 4, as determined by testing per ASTM E488, conducted by a qualified independent testing laboratory.

3. Sleeves: For steel posts set in concrete, fabricate sleeves from steel pipe not less than 6 inches long with an inside diameter not less than 1/2 inch greater than the outside diameter of post, with steel plate closure welded to bottom of sleeve.

C. Fasteners for Interconnecting Railing Components: Use fasteners of same basic metal as the fastened metal, unless otherwise indicated. Do not use metals that are corrosive or incompatible with materials jointed.

1. Provide concealed fasteners for interconnection of handrail and railing components and for their attachment to other work except where exposed fasteners are unavoidable or are the standard fastening method for handrail and railing system indicated.

2. Provide Phillips flat-head machine screws for exposed fasteners, unless otherwise indicated.

2.5 FABRICATION

A. General: Fabricate ha