OLBRICH BOTANICAL GARDENS EXPANSION PHASE 1 · 17 05 4000 Cold-Formed Metal Framing 18 05 5000 Metal Fabrications 19 05 5113 Metal Pan Stairs 20 05 7300 Decorative Metal Railings

OLBRICH BOTANICAL GARDENS: EXPANSION PHASE 1 70% CONSTRUCTION ISSUE

CONTRACT # 8162 MUNIS # 17193

PROJECT MANUAL - VOLUME 2

OLBRICH BOTANICAL GARDENS – EXPANSION PHASE 1 3330 Atwood Ave

Madison, WI 53704

BPW CONTRACT #8162 MUNIS 17193 70% CONSTRUCTION ISSUE FOR PRICING

Date: 30 MARCH 2018

ARCHITECT

MSR, Ltd.

LANDSCAPE ARCHITECT KSD, Inc.

CIVIL ENGINEER

Vierbicher, Inc.

IRRIGATION DESIGN FRS Design Group, LLC

GREENHOUSE DESIGN

Rough Bros., Inc.

STRUCTURAL AND TECHNOLOGY ENGINEER IMEG, Inc.

MECHANICAL / ELECTRICAL / PLUMBING ENGINEER AND LIGHTING DESIGNER

MEP Associates

CODE AND LIFE SAFETY SYSTEMS Summit Fire Consulting

COST ESTIMATING Middleton CC, Inc.

NOT FOR BIDDING

MSR, LTD 30 March 2018

OLBRICH BOTANICAL GARDENS: EXPANSION PHASE 1 70% CONSTRUCTION ISSUE CONTRACT # 8162 MUNIS # 17193 000110 - 1 TABLE OF CONTENTS

SECTION 00 00 05 1 TABLE OF CONTENTS 2

3 (LEGEND FOR 70% CD SUBMISSION: 4 RED TEXT = NOT REQUIRED (IF STRUCK OUT), OR STILL TO COME. 5 GREY TEXT = TO COME FROM CITY. 6 BLUE TEXT = SPEC SECTION BY ENGINEERING CONSULTANT. 7

HIGHLIGHTED TEXT: TO BE FINALIZED AND INSERTED BY MSR, OR SECTION NUMBER OR 8 NAME CORRECTION.) 9

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS 10

INTRODUCTORY INFORMATION 11 00 00 05 Table of Contents 12 00 00 20 Material Tag Index 13 00 01 07 Certifications Page 14 00 31 46 Permits 15

DIVISION 01 - GENERAL REQUIREMENTS 16 01 25 13 Product Substitution Procedures 17 01 26 13 Request for Information (RFI) 18 01 26 46 Construction Bulletin (CB) 19 01 26 57 Change Order Request (COR) 20 01 26 63 Change Order (CO) 21 01 29 73 Schedule of Values 22 01 29 76 Progress Payment Procedures 23 01 31 13 Project Coordination 24 01 31 19 Project Meetings 25 01 31 23 Project Management Web Site 26 01 32 16 Construction Progress Schedules 27 01 32 19 Submittals Schedule 28 01 32 26 Construction Progress Reporting 29 01 32 33 Photographic Documentation 30 01 33 20 Electronic Media Release Statement 31 01 33 23 Submittals 32 01 40 00 Quality Requirements 33 01 42 00 References 34 01 43 39 Mockups 35 01 43 50 Air Barrier Systems 36 01 45 16 Field Quality Control Procedures 37 01 45 29 Testing Laboratory Services 38 01 50 00 Temporary Facilities and Controls 39 01 57 19.11 Indoor Air Quality (IAQ) Management 40 01 58 13 Temporary Project Signage 41 01 60 00 Product Requirements 42 01 71 23 Field Engineering 43 01 73 00 Execution 44 01 73 29 Cutting and Patching 45 01 74 13 Progress Cleaning 46 01 74 19 Construction Waste Management and Disposal 47 01 76 00 Protecting Installed Construction 48 01 77 00 Closeout Procedures 49 01 78 13 Completion and Correction List 50 01 78 23 Operation and Maintenance Data 51 01 78 36 Warranties 52 01 78 39 As-Built Drawings 53 01 78 43 Spare Parts and Extra Materials 54 01 79 00 Demonstration and Training 55 01 81 13.13 Sustainable Design Requirements (Incl. LEED Scorecard) 56 01 91 00 Commissioning 57 01 95 00 Measurement and Verification 58

NOT FOR BIDDING



DIVISION 02 - EXISTING CONDITIONS 1 02 4116 Structure Demolition 2 02 4119 Selective Demolition 3

DIVISION 03 - CONCRETE 4 03 1000 Concrete Formwork 5 03 2000 Concrete Reinforcement 6 03 3000 Cast-in-Place Concrete 7 03 3010 Cast-in-Place Concrete – Sitework 8 03 3543 Polished Concrete Finishing 9 03 4100 Structural Precast Concrete 10

DIVISION 04 - MASONRY 11 04 2200 Reinforced Unit Masonry 12 04 4313.13 Anchored Stone Masonry Veneer 13

DIVISION 05 - METALS 14 05 1223 Structural Steel 15 05 3100 Steel Deck 16 05 4000 Cold-Formed Metal Framing 17 05 5000 Metal Fabrications 18 05 5113 Metal Pan Stairs 19 05 7300 Decorative Metal Railings 20 05 9443 Stainless Steel Trellis System 21

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES 22 06 1000 Rough Carpentry 23 06 1600 Sheathing 24 06 1800 Glued-Laminated Construction 25 06 2013 Exterior Finish Carpentry 26 06 2023 Interior Finish Carpentry 27 06 4116 Architectural Cabinets 28

DIVISION 07 - THERMAL AND MOISTURE PROTECTION 29 07 1416 Cold Fluid-applied Waterproofing 30 07 2100 Thermal Insulation 31 07 2726 Fluid-Applied Membrane Air Barriers 32 07 4213.13 Formed Metal Wall Panels 33 07 4213.19 Standing-Seam Metal Wall Panels 34 07 5323 Ethylene-Propylene-Diene-Monomer (EDPM) Roofing 35 07 6200 Sheet Metal Flashing and Trim 36 07 7100 Roof Specialties 37 07 7200 Roof Accessories 38 07 7600 Pedestal Pavers 39 07 8413 Penetration Firestopping 40 07 9200 Joint Sealants 41

DIVISION 08 - OPENINGS 42 08 1113 Hollow Metal Doors and Frames 43 08 3113 Access Doors and Frames 44 08 5200 Aluminum/Wood-Composite Window Walls 45 08 7100 Door Hardware 46 08 8000 Glazing 47 08 8300 Mirrors 48 08 9119 Fixed Louvers 49

DIVISION 09 - FINISHES 50 09 2216 Non-structural Metal Framing 51 09 2900 Gypsum Board 52 09 3013 Ceramic Tiling 53 09 5113 Acoustical Panel Ceilings 54

NOT FOR BIDDING



09 5426 Acoustical Wood Ceilings 1 09 6513 Resilient Base and Accessories 2 09 6543 Linoleum Flooring 3 09 6813 Tile Carpeting 4 09 6900 Access Flooring 5 09 8433 Sound-Absorbing Wall Units 6 09 9113 Exterior Painting 7 09 9123 Interior Painting 8

DIVISION 10 - SPECIALTIES 9 10 1100 Visual Display Units 10 10 2239 Folding Panel Partitions 11 10 2800 Toilet, Bath, and Laundry Accessories 12 10 4413 Fire Protection Cabinets 13 10 4416 Fire Extinguishers 14

DIVISION 11 - EQUIPMENT 15

DIVISION 12 - FURNISHINGS 16 12 2413 Roller Window Shades 17 12 3640 Stone Countertops 18 12 3661 Simulated Stone Countertops 19 12 4813 Entrance Floor Mats and Frames 20

DIVISION 13 - SPECIAL CONSTRUCTION 21 13 3413 Greenhouse and Greenhouse Related Equipment 22

DIVISION 14 - CONVEYING EQUIPMENT 23 14 2410 MRL Hydraulic Traction Elevators 24

DIVISION 21 – FIRE SUPPRESSION 25 21 1313 Water-Based Fire Protection Systems 26

DIVISION 22 - PLUMBING 27 22 0513 Common Motor Requirements for Plumbing Equipment 28 22 0517 Sleeves and Sleeve Seals for Plumbing Piping 29 22 0518 Escutcheons for Plumbing Piping 30 22 0519 Meters and Gages for Plumbing Piping 31 22 0523 General Duty Valves for Plumbing Piping 32 22 0529 Hangers and Supports for Plumbing Piping and Equipment 33 22 0548.13 Vibration Controls for Plumbing Piping and Equipment 34 22 0553 Identification for Plumbing Piping and Equipment 35 22 0719 Plumbing Piping Insulation 36 22 1116 Domestic Water Piping 37 22 1119 Domestic Water Piping Specialties 38 22 1123 Facility Natural Gas Piping 39 22 1316 Sanitary Waste and Vent Piping 40 22 1319 Sanitary Waste Piping Specialties 41 22 1413 Facility Storm Drainage Piping 42 22 1423 Storm Drainage Piping Specialties 43 22 1429 Sump Pumps 44 22 4213.13 Commercial Water Closets 45 22 4213.16 Commercial Urinals 46 22 4216.13 Commercial Lavatories 47 22 4216.16 Commercial Sinks 48 22 4713 Drinking Fountains 49

DIVISION 23 - HEATING VENTILATING AND AIR CONDITIONING 50 23 0513 Common Motor Requirements for HVAC Equipment 51 23 0517 Sleeves and Sleeve Seals for HVAC Piping 52 23 0518 Escutcheons for HVAC Piping 53

NOT FOR BIDDING



23 0519 Meters and Gages for HVAC Piping 1 23 0523 General Duty Valves for HVAC Piping 2 23 0529 Hangers and Supports for HVAC Piping and Equipment 3 23 0548.13 Vibration Controls for HVAC 4 23 0553 Identification for HVAC Piping and Equipment 5 23 0593 Testing, Adjusting, and Balancing For HVAC 6 23 0713 Duct Insulation 7 23 0716 HVAC Equipment Insulation 8 23 0719 HVAC Piping Insulation 9 23 0913 Instrumentation and Control For HVAC 10 23 0913.33 Control Valves 11 23 0913.43 Control Dampers 12 23 1123 Facility Natural-Gas Piping 13 23 2113 Hydronic Piping 14 23 2116 Hydronic Piping Specialties 15 23 2123 Hydronic Pumps 16 23 2300 Refrigerant Piping 17 23 2513 Water Treatment for Closed-Loop Hydronic Systems 18 23 3113 Metal Ducts 19 23 3300 Air Duct Accessories 20 23 3423 HVAC Power Ventilators 21 23 3600 Air Terminal Units 22 23 3713 Diffusers, Registers, And Grilles 23 23 6313 Air-Cooled Refrigerant Condensers 24 23 6423 Scroll Water Chillers 25 23 7313 Modular Indoor Central-Station Air-Handling Units 26 23 8216.11 Split-System Air-Conditioners 27 23 8219 Fan Coil Units 28 23 8229 Radiators 29 23 8316 Radiant Heating and Cooling Hydronic Piping 30

DIVISION 26 - ELECTRICAL 31 26 0519 Low-Voltage Electrical Power Conductors and Cables 32 26 0523 Control-Voltage Electrical Power Cables 33 26 0526 Grounding and Bonding for Electrical Systems 34 26 0529 Hangers and Supports for Electrical Systems 35 26 0533 Raceways and Boxes for Electrical Systems 36 26 0553 Identification for Electrical Systems 37 26 0923 Lighting Control Devices 38 26 0943.23 Relay-Based Lighting Controls 39 26 2416 Panelboards 40 26 2726 Wiring Devices 41 26 2816 Enclosed Switches and Circuit Breakers 42 26 3100 Photovoltaic System Performance Requirements (City) 43 26 3600 Transfer Switches and Docking Stations 44 26 5119 LED Interior Lighting 45 26 5213 Emergency and Exit Lighting 46 26 5619 Led Exterior Lighting 47

DIVISION 27 - COMMUNICATIONS 48 27 0500 Basic Communications Systems Requirements 49 27 0503 Through Penetration Firestopping 50 27 0526 Communications Bonding 51 27 0528 Interior Communications Pathways 52 27 0553 Identification and Administration 53 27 1100 Communications Equipment Rooms (CER) 54 27 1300 Backbone Cabling Requirements 55 27 1500 Horizontal Cabling Requirements 56 27 1710 Testing 57 27 1720 Support and Warranty 58 27 2133 Wireless Access Points (WAP)(City + IMEG) 59 27 4100 Professional Audio/Video System 60

NOT FOR BIDDING



27 4123 Audio Visual Accessories (City + IMEG) 1 27 4143 Audio Video Conferencing (Polycom) 2

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY 3 28 0500 Basic Electronic Safety and Security System Requirements 4 28 0503 Through Penetration Firestopping 5 28 1300 Electronic Access Control 6 28 1300 Access Control System (Keyscan) (City) 7 28 2000 Electronic Surveillance (City) 8 28 3111 Digital Addressable Fire Alarm System 9

DIVISION 31 - EARTHWORK 10 31 0513 Soils for Earthwork 11 31 1000 Site Clearing and Removal 12 31 2300 Foundation Excavation and Backfill 13 31 2316 Earthwork 14 31 2317 Trenching and Backfilling 15 31 2513 Erosion Controls 16 31 2600 Steel Helical Piles 17

DIVISION 32 - EXTERIOR IMPROVEMENTS 18 32 1123 Aggregate Base Courses 19 32 1216 Asphalt Paving 20 32 1316 Decorative Concrete Paving 21 32 1400 Unit Paving 22 32 3250 Site Improvements and Specialty Items 23 32 9113 Soil Preparation 24 32 9113 Soil Preparation - Landscape 25

DIVISION 33 - UTILITIES 26 33 1113 Public Water Utility Distribution Piping 27 33 3100 Sanitary Utility Sewerage Piping 28 33 4100 Storm Utility Drainage Piping 29

END OF DOCUMENT 30

NOT FOR BIDDING

OLBRICH BOTANICAL GARDENS: EXPANSION PHASE 1 70% CONSTRUCTION DOCUMENT ISSUE CONTRACT # 8162 MUNIS # 17193 WATER-BASED FIRE PROTECTION SYSTEMS

211313 - 1

SECTION 211313 1 WATER-BASED FIRE PROTECTION SYSTEMS 2

3

PART 1 - GENERAL 4

1.1 RELATED DOCUMENTS 5 1.2 REFERENCES & DESIGN STANDARDS 6 1.3 SUMMARY 7 1.4 SCOPE OF WORK 8 1.5 SYSTEM DESCRIPTIONS 9 1.6 PERFORMANCE REQUIREMENTS 10 1.7 SUBMITTALS 11 1.8 RECORD DRAWINGS 12 1.9 PROJECT CLOSEOUT DOCUMENTATION 13 1.10 QUALITY ASSURANCE 14 1.11 COORDINATION 15 1.12 DEFINITIONS 16 1.13 WARRANTIES 17 1.14 IMPAIRMENT OF EXISTING FIRE PROTECTION SYSTEMS 18

PART 2 - PRODUCTS 19

2.1 COMPLIANCE 20 2.2 EXTERIOR UNDERGROUND 21 2.3 UNDERGROUND WATER PIPE FITTINGS AND JOINING METHODS 22 2.4 ABOVE GROUND PIPING 23 2.5 ABOVE GROUND PIPE FITTINGS AND JOINING METHODS 24 2.6 CONTROL VALVES 25 2.7 CHECK VALVES 26 2.8 DRAIN VALVES 27 2.9 SPRINKLER PRESSURE RELIEF VALVE 28 2.10 DETECTOR CHECK AND METER 29 2.11 QUICK RESPONSE SPRINKLERS 30 2.12 FIRE DEPARTMENT CONNECTION 31 2.13 OUTSIDE ALARM 32 2.14 WATER FLOW ALARM SWITCHES - WET SYSTEMS 33 2.15 WATER FLOW ALARM SWITCHES - DRY SYSTEMS 34 2.16 DRY SYSTEM AIR PRESSURE SUPERVISORY SWITCH 35 2.17 PRESSURE GAUGES 36 2.18 DRY VALVE 37 2.19 DRY SYSTEM AIR COMPRESSOR AND ACCESSORIES 38

PART 3 - EXECUTION 39

3.1 UNDERGROUND PIPING 40 3.2 ABOVEGROUND PIPING 41 3.3 JOINT CONSTRUCTION 42 3.4 DRAINAGE 43 3.5 VALVES 44 3.6 SPRINKLER INSTALLATION 45 3.7 FIRE DEPARTMENT CONNECTIONS 46 3.8 OUTSIDE ALARM 47 3.9 ELECTRICAL CONNECTIONS 48 3.10 CLEANING AND PROTECTION 49 3.11 SPRINKLER SYSTEM HAZARD CLASSIFICATIONS 50 3.12 SPRINKLER SYSTEM HYDRAULIC CALCULATIONS 51 3.13 SIGNS 52 3.14 DRY SYSTEMS 53

NOT FOR BIDDING


211313 - 2

3.15 DRY SYSTEM AIR COMPRESSOR AND ACCESSORIES 1 3.16 SPRINKLER CABINET 2 3.17 WATER FLOW ALARMS 3 3.18 PRESSURE GAUGES 4 3.19 INSPECTORS TEST CONNECTIONS AND OUTLETS 5 3.20 TESTING AND FLUSHING 6

7 PART 1 - GENERAL 8

1.1 RELATED DOCUMENTS 9

A. Drawings and general provisions of the Contract, including General and 10 Supplementary Conditions and Division 01 Specification Sections, apply to this 11 Section. 12

1.2 REFERENCES & DESIGN STANDARDS 13

A. NFPA 13, “Standard for the Installation of Sprinkler Systems”, 2013 edition. 14

B. NFPA 25, “Standard for the Inspection, Testing and Maintenance of Water-Based 15 Fire Protection Systems”, 2014 edition. 16

C. NFPA 70, “National Electrical Code”, 2013 edition. 17

D. NFPA 72, “National Fire Alarm and Signaling Code”, 2013 edition. 18

E. 2015 International Building Code (IBC). 19

F. 2015 International Fire Code (IFC). 20

1.3 SUMMARY 21

A. This Section pertains to the materials and installation for water-based fire protection 22 systems. This includes all fire sprinklers, piping, valves, hangers, and related 23 equipment. Water-based fire protection systems may include wet systems and 24 standpipe systems. 25

1.4 SCOPE OF WORK 26

A. As part of this contract, the Division 21 contractor is responsible for providing the 27 design and installation of the water based fire protection systems. The systems shall 28 be fully functional, code-compliant. Provide a complete fire sprinkler system 29 throughout the new 2-story addition and a portion of the existing facility, as indicated 30 on the drawings. 31

B. The Division 21 contractor’s scope of work beings at the new 6” flanged combined 32 underground service located in the Utility Room at Level One, as noted on the drawings. Zone 33 controls are located in Utility Room. Two wet system zones are anticipated, to accommodate 34 the current work and a future addition. Additionally, a dry system is required for the existing 35 exterior combustible canopy. 36

C. Division 21 shall be responsible for design and subsequent installation of the fire 37 protection systems. Requirements for the fire protection systems arise from a variety 38 of sources such as building codes, fire codes, and Owner requirements. As these 39 contract documents do not reiterate all of the requirements, it is necessary that the 40 Division 21 contractor be thoroughly knowledgeable and experienced with these 41 types of fire protection systems as the Division 21 contractor will be expected to 42 comply with all stated contract requirements and all referenced codes, standards, 43 and guidelines. 44

NOT FOR BIDDING


211313 - 3

D. The fire protection system shall meet or exceed City of Madison requirements and 1 conform to applicable State and NFPA Codes and Standards. This shall include all 2 City ordinances or policies adopted or enforced by the City. 3

E. Coordinate the system installation with building conditions and all trades. 4

F. Obtain required approvals from all Authorities Having Jurisdiction. 5

G. Signal wiring of the supervisory switches, flow switches, pressure switches and 6 alarms shall be by Division 28. 7

H. Previous flow test data obtained from the City of Madison indicated the following: 8

1. Date of Test: September 6, 2017 9 2. Static: 90 psi 10 3. Residual: 56 psi 11 4. Flow: 1250 gpm 12 5. Location: 3330 Atwood Ave 13

I. An updated flow test shall be obtained by the Division 21 contractor, in compliance 14 with NFPA 291, after all city main alterations in the area have been completed. 15 Hydraulic calculations shall be based on the updated flow test. 16

J. Signal wiring of the supervisory switches, flow switches, pressure switches and 17 alarms shall be by Division 28. 18

K. Power wiring for sprinkler system air compressors shall be by Division 26. 19

1.5 SYSTEM DESCRIPTIONS 20

A. Wet-Pipe Sprinkler System. Automatic sprinklers are attached to piping containing 21 water that is connected to the City water supply. Water discharges immediately from 22 sprinklers when they are opened. Sprinklers open when heat melts the fusible link or 23 destroys frangible device. 24

1. From the new underground service, provide dedicated systems/zones/sub-25 zones for wet-pipe fire sprinklers as noted on drawings. 26

B. Dry-Pipe Sprinkler System. Automatic sprinklers are attached to piping which is filled 27 with compressed air and located downstream of a dry valve. Water only is released 28 into the piping system after at least one sprinkler opens which discharges the 29 compressed air in the piping system allowing the dry valve to open. Sprinklers open 30 when heat melts the fusible link or destroys frangible device. 31

1. Provide dry sprinkler systems to serve areas of the building requiring 32 sprinkler protection where heat is not maintained at a temperature of 40 33 degrees F at all times. This includes all areas where fire protection piping 34 is routed through an unheated space to serve a heated space. 35

2. Dry valve location as noted on drawings. 36

37

1.6 PERFORMANCE REQUIREMENTS 38

A. The Division 21 contractor shall provide complete fire sprinkler system design and 39 installation. All materials and the system installation shall be compliant with the 40 contract documents, the 2015 International Building Code (IBC), 2015 International 41 Fire Code (IFC), and all applicable codes/standards referenced by those documents 42 to the National Fire Protection Association (NFPA). 43

B. When referenced codes, standards, guidelines, approval lists, data sheets or 44 contract documents are in conflict, the most stringent requirements shall govern. In 45 no case shall an installation be in violation of code requirements. 46

NOT FOR BIDDING


211313 - 4

C. The Division 21 contractor shall provide all required drain piping and attachments, 1 properly sized, to accommodate required testing (i.e. Main Drain, etc.). Such drain 2 piping shall be provided whether or not it is indicated on the drawings. 3

1. Zone and valve assembly main drains shall be discharged to the exterior. Coordinate final 4 location of drain and any necessary permanent piping to drain with other trades. 5

1.7 SUBMITTALS 6

A. Fire protection shop drawing submittals shall be prepared in compliance with all 7 applicable NFPA standards. Complete shop drawing submittals shall include: 8 drawings, hydraulic calculations and materials submittal data. 9

B. Submit three complete sets of sprinkler shop drawings to each Authority Having Jurisdiction. 10 Obtain all required approvals prior to equipment ordering, fabrication and/or installation. 11

C. Submit three complete sets of sprinkler shop drawings to the Architect of Record and Engineer 12 of Record for review and comment. Obtain notification of acceptance from Architect and 13 Engineer prior to equipment ordering, fabrication and/or installation. 14

D. Drawings and hydraulic calculations shall be signed by a registered Professional 15 Engineer, indicating that the work was prepared by him/her or under his/her direct 16 supervision and/or NICET Level IV certification. 17

E. Drawing submittals shall include, but not be limited to, the following: 18

1. Installation drawings, in CAD format, drawn to scale. 19 2. Contractors name, address and telephone number. 20 3. Project location, including street address. 21 4. Name of owner and/or occupant. 22 5. Site plan indicating the size and location of the water main and 23

underground service as well as the flow and gauge hydrants utilized in the 24 flow test. 25

6. Elevation of the gauge hydrant relative to the finished floor at the fire 26 sprinkler service entrance into the building. 27

7. North arrow. 28 8. Manufacturer, type, temperature rating, nominal orifice size, and sprinkler 29

identification number (SIN) of sprinklers. 30 9. Piping types. 31 10. Center to center cut length dimensions and nominal pipe sizes. 32 11. All control valves, check valves, drain pipes and test connections, etc. 33 12. The boundary of each hydraulically calculated area. 34 13. Hydraulic calculation nodes indicated on the drawing corresponding to the 35

nodes used in the calculations. 36 14. Room number and room name (or use) for each room. 37 15. Hazard classification of each area or room (i.e., Light Hazard, Ordinary 38

Hazard Group 1, Ordinary Hazard Group 2, etc.) 39 16. Ceiling construction including ceiling elevations. 40 17. Building cross section. 41 18. Location of walls and partitions. 42 19. Pipe hanger types and locations. 43 20. The volume of each dry-pipe system in gallons. 44

F. Hydraulic calculation submittals shall be prepared in a format as described in NFPA 45 13, 2013, 23.3.5. and 23.4 46

G. Material submittals shall include all components to be installed and/or specified, 47 including, but not limited to the following: 48

1. Piping and fitting materials, including sprinkler specialty fittings. 49 2. Pipe hangers and supports. 50

NOT FOR BIDDING


211313 - 5

3. Valves, including isolation valves, check valves, and specialty valves and 1 trim. 2

4. Sprinklers, escutcheons, and guards. Include sprinkler flow 3 characteristics, mounting, finish, and other pertinent data. 4

5. Fire department connection, including type; number, size, and 5 arrangement of inlets; caps and chains; size and direction of outlet; 6 escutcheon and marking; and finish. 7

6. Alarm devices, including electrical data—tamper switches, flow switches, 8 exterior horn/strobe, etc. 9

1.8 RECORD DRAWINGS 10

A. The Division 21 contractor shall maintain at the jobsite a set of field installation 11 drawings on which the progress of the installation shall be recorded clearly, neatly, 12 accurately, and promptly as the work progresses. 13

B. Upon completion of the project, transpose any changes noted on the field installation 14 drawings to the CAD shop drawings to create CAD record drawings of the fire 15 sprinkler system. 16

1.9 PROJECT CLOSEOUT DOCUMENTATION 17

A. Comply with the requirements of Division 1. In addition, provide at least two copies 18 of as-built fire protection documents prior to final closeout of the project. As-built 19 documentation shall include, but is not limited to, the following: 20

1. Title page. 21 2. Table of contents. 22 3. Emergency service guidance. 23 4. Inspection/testing/maintenance requirements from the Minnesota State 24

Fire Code. 25 5. Manufacturer’s literature on all specified equipment and trim. 26 6. Electronic copies of the CAD record drawings. 27 7. Paper printouts of each CAD record drawing. 28 8. A bound copy of the 2014 edition of NFPA 25. 29 9. A signed copy of the Contractor’s Under Ground Material and Test 30

Certificate as described in NFPA 13, 2013, Chapter 10. 31 10. A signed copy of the Contractor’s Above Ground Material and Test 32

Certificate as described in NFPA 13, 2013, Chapter 24. 33 34

B. At the discretion of the Owner, provide a minimum 2 hours of training to Owner after 35 approval of system by Authority Having Jurisdiction and Engineer of Record. 36

1.10 QUALITY ASSURANCE 37

A. Installer Qualifications: 38

1. Installer's responsibilities include designing, fabricating, and installing fire 39 protection systems to assume design and installation responsibility. 40

B. Welding: Qualify processes and operators according to NFPA and other necessary 41 certifications. 42

C. NFPA Standards: Fire protection system equipment, specialties, accessories, 43 installation, and testing shall comply with the following: 44

1. NFPA 13, "Installation of Sprinkler Systems" (2013 edition) 45 2. NFPA 25, “Inspection, Testing, and Maintenance of Water-Based Fire 46

Protection Systems” (2014 edition) 47 3. NFPA 70, “National Electrical Code” (2013 edition) 48 4. NFPA 72, “National Fire Alarm Code” (2013 edition) 49

NOT FOR BIDDING


211313 - 6

D. Comply with requirements of NFPA for submittals, approvals, materials, installation, 1 inspections, and testing. 2

1. Comply with all manufacturers’ requirements for design and installation. 3

1.11 COORDINATION 4

A. Coordinate design and installation of fire protection pipe, sprinklers, etc. with other 5 construction that penetrates walls and ceilings, including light fixtures, speakers, 6 HVAC equipment, and partition assemblies. Coordinate work with all other trades 7 and existing building conditions. 8

B. The Division 21 contractor is responsible for coordinating with the Architect of Record 9 in regards to various features of the fire protection design, as depicted throughout 10 this specification. Examples include exposed pipe routing, sprinkler types in various 11 areas of the building (i.e. recessed pendent, concealed, etc.), sprinkler finishes in 12 various areas of the building, fire department connection, exterior alarm bell/horn-13 strobe, etc. 14

1. As noted under submittal requirements, fire protection layouts for the 15 building shall be submitted to the Architect of Record for review purposes, 16 prior to fabrication of the fire protection components. 17

1.12 DEFINITIONS 18

A. Standard-Pressure Sprinkler Piping: Wet-pipe sprinkler system piping designed to 19 operate at working pressure of 175 psig maximum. 20

B. References to sprinkler piping, sprinkler systems, etc., shall be considered to include 21 the standpipe piping, standpipe systems, etc., where reasonably appropriate. 22

1.13 WARRANTIES 23

A. Unless otherwise described under the Conditions of the Contract, the Division 21 24 Contractor shall warranty this installation for a minimum of 1-year from date of 25 substantial completion. 26

B. Furnish manufacturer’s warranty information for fire suppression materials. 27

1.14 IMPAIRMENT OF EXISTING FIRE PROTECTION SYSTEMS 28

A. Notify Construction Manager no fewer than two days in advance of proposed 29 interruption of standpipe service. Do not proceed with interruption of existing 30 standpipe service without Construction Manager's written permission. 31

B. The Division 21 contractor shall be responsible to coordinate all fire protection 32 system impairments and the extent of required fire watch with the owner and the 33 local fire department. Any impairments shall be in compliance with the locally 34 adopted fire code. 35

C. The Division 21 contractor shall coordinate the phasing of the work such that any 36 required impairment duration is kept to a minimum. 37


2.1 COMPLIANCE 39

A. All materials and products shall comply with the requirements of the contract 40 documents, NFPA, Owner, Engineer of Record, and Authority Having Jurisdiction. 41

2.2 EXTERIOR UNDERGROUND 42

NOT FOR BIDDING


211313 - 7

A. Ductile iron pipe, AWWA C151. Required prior to first fire protection control valve. 1

B. At transition from below grade to above grade only, galvanized piping may be used 2 when externally coated in compliance with AWWA C203 and wrapped in compliance 3 with AWWA C105. 4

2.3 UNDERGROUND WATER PIPE FITTINGS AND JOINING METHODS 5

A. Underground water pipe fittings and joining shall be: 6

1. Restrained joint mechanical fittings having a minimum rating of 350 psi in 7 accordance with AWWA C111 and AWWA C153. 8

2. Gasketed flanged connections having a minimum rating of 350 psi in 9 accordance with AWWA C111 and AWWA C153. 10

2.4 ABOVE GROUND PIPING 11

A. General requirements: 12

1. Pipe shall be new and shall indicate the manufacturer's name together with 13 the applicable ASTM standard clearly marked along the length of piping. 14

2. Steel piping shall be rated for a working pressure at least 300 PSI. 15 3. Piping installed in above grade exterior applications or in otherwise 16

corrosive environments shall be galvanized. 17

B. Wet system piping: 18

1. 2” piping and smaller: Black steel pipe, ASTM A135 or A53, Schedule 40. 19 2. 2-1/2” piping and larger: Black steel pipe, ASTM A135 or A53, Schedule 20

10. 21

C. Dry system piping: 22 1. Galvanized steel pipe, Schedule 40, ASTM A135 or A53. 23

. 24

D. Interior piping from fire department connection to the fire department connection 25 check valve: 26

1. Galvanized steel pipe, Schedule 10, ASTM A135 or A53. 27

2.5 ABOVE GROUND PIPE FITTINGS AND JOINING METHODS 28

A. Screwed Fittings: 29

1. Wet Systems: Cast iron or malleable iron fittings, ASME B16.3 or ASME 30 B16.4, standard weight, class 125 (or 150) for pressures up to 175 PSI; or 31 class 250 (or 300), extra heavy pattern, where system pressures range 32 from 175 PSI up to 300 PSI. 33

2. Dry Systems (including dry standpipe piping): Screwed galvanized iron 34 fittings, ASME B16.3, class 150 for pressures up to 175 PSI or class 300 35 for where system pressures range from 175 PSI up to 300 PSI. 36 37

B. Flanged Fittings: 38

1. Cast iron, gasketed, short body, ASME B 16.1, class 125, for pressures up 39 to 250 PSI. Flange bolts shall be hexagon head, cadmium plated, dimen-40 sions in compliance with ASME B 18.2. 41

C. Welded Fittings: 42

1. Steel, rated for pressures of at least 300 PSI, standard weight, black, and 43 in compliance with ASME B 16.9, ASME B 16.25, ASTM A 234, ASME B 44 16.5, and ASME B 16.11. 45

NOT FOR BIDDING


211313 - 8

D. Grooved Fittings and Couplings: 1

1. Grooved fittings and couplings shall be ASTM A536 ductile iron. Gaskets 2 shall pressure-responsive, synthetic EPDM rubber gasket, ASTM D-2000. 3 Steel bolts and nuts shall be ASTM B-633 zinc plated. 4

2. Grooved fittings and couplings shall be rated for pressures up to at least 5 300 PSI. 6

3. Grooved fittings and couplings used on wet-pipe systems shall be enamel 7 coated. 8

4. Grooved fittings and couplings used on dry-pipe systems shall be 9 galvanized and shall be listed for dry pipe service. 10

5. Grooving tools and coupling gaskets shall be from the same manufacturer 11 as the couplings. 12

6. Acceptable Manufacturer: Victaulic or approved equal. 13

E. Schedule 10 and Schedule 40 steel pipe shall be joined by: 14

1. Screwed joints in compliance with specification ASME B 1.20.1 15 2. Welded joints in compliance with specification ASME B31.1, Chapter 5 16

(black pipe only). 17 3. Approved combination of couplings, gaskets and grooves. Grooves shall 18

be rolled or cut and they shall be dimensionally compatible with the 19 couplings. 20

4. Saddle type fittings and drilled T-branch style fittings shall not be 21 considered an approved joining method. 22

23

2.6 CONTROL VALVES 24

A. Valves shall be UL Listed and/or FM approved, with 175 PSI minimum pressure 25 rating. When system pressures at valves are in excess of 175 PSI, provide valves 26 with a working pressure of at least 300 PSI, or provide pressure-reducing valves to 27 limit pressures to 175 PSI or less. 28

B. Each valve which controls the water supply to the sprinkler system shall be 29 supervised by an approved means. Valves noted on drawings as “supervised” shall 30 be electronically supervised. Coordinate voltage requirements for electronic 31 supervision with Divisions 26 and 28. 32

C. Provide locks on valves as described in Part 3. 33

D. OS&Y Valves 34

1. Cast iron body, with outside stem and yoke and flanged connections. 35 Comply with UL-262 and AWWA C-509. 36

2. Acceptable Manufacturer: Kennedy, Mueller, Nibco, Wilkins, or approved 37 equal. 38 39

E. OS&Y Valve Supervisory Switch 40

1. Valve Supervisory Switch: UL 753, electrical, single-pole, double-throw, 41 switch with normally closed contacts. Include design that signals 42 controlled valve is in other than fully open position. 43

F. Butterfly Valves 44

1. Ductile iron body and disk. EPDM seals and gaskets. Weatherproof 45 actuator housing 46

2. approved for indoor or outdoor use. Pre-wired supervisory switch. 47 3. Acceptable Manufacturer: Victaulic Firelock, Milwaukee Butterball, or 48

approved equal. 49

NOT FOR BIDDING


211313 - 9

2.7 CHECK VALVES 1

A. All check valves shall have a soft seat and shall have maximum working pressure of 2 at least 175 PSI. When system pressures at valves are in excess of 175 PSI, provide 3 valves with a working pressure of at least 300 PSI, or provide pressure-reducing 4 valves to limit pressures to 175 PSI or less. 5

B. Check valves used for fire department connections shall be equipped with a ball drip. 6

2.8 DRAIN VALVES 7

A. Drain valves shall be full port, lockable ball valves, bronze body, 400 PSI WOG, ball valve, 8 locking lever handle, chrome-plated bronze or stainless steel ball, teflon seat, teflon stuffing 9 box seal, screwed connection. 10

B. Acceptable Manufacturer: Apollo, Nibco, Milwaukee, Wilkins or approved equal. 11

2.9 SPRINKLER PRESSURE RELIEF VALVE 12

A. Fire sprinkler pressure relief valve shall be brass, ¾” male threaded inlet, field adjustable for 13 pressures between 15 PSI and 175 PSI. Final setting shall be arranged to open valve at 14 pressures exceeding 175 PSI. 15

B. Acceptable Manufacturer: Watts Regulator, Series 530C or approved equal. 16

2.10 DETECTOR CHECK AND METER 17

A. Listed detector check valve with bypass meter sized as required by City. 18

B. Acceptable Manufacturer: Ames Series 1000 DCV, Wilkins 910, or approved equal. 19

2.11 QUICK RESPONSE SPRINKLERS 20

A. Quick response sprinklers shall be UL Listed and/or FM approved. Pressure rating 21 shall be 175 PSI minimum. Sprinklers shall have a temperature rating between 155 22 and 170 degrees Fahrenheit unless otherwise shown in drawings or indicated herein. 23 Escutcheon colors must match sprinklers. Select only models with UL Listing and/or 24 FM approval for intended application. 25

B. Quick response sprinklers shall be used in light and ordinary hazard occupancies 26 except where noted on drawings, specified herein, or exempted or prohibited by 27 code. 28

C. The Division 21 contractor is responsible for coordinating sprinkler finishes with the 29 Architect of Record. 30

D. Upright or pendent sprinklers (on exposed piping): 31

1. Finish to be as selected by architect. 32 2. Tyco TY-FRB, Reliable Model F1FR, or equal. 33

E. Horizontal sidewall sprinklers: 34

1. Finish to be as selected by architect. 35 2. Standard Coverage: Tyco TY-FRB, Reliable Model F1FR, or equal. 36 3. Extended Coverage: Tyco TY-FRB, SW-20, or equal. 37

F. Horizontal concealed sidewall sprinkler: 38

1. Finish to be as selected by architect. 39 2. Standard Coverage: Reliable Model G56 Concealed or equal. 40 3. Extended Coverage: Reliable Model G6-80 Concealed or equal. 41

G. Concealed pendent sprinklers: 42

1. Finish to be as selected by architect. 43

NOT FOR BIDDING


211313 - 10

2. Standard Coverage: Tyco Reliable Model G4A, or equal. 1 3. Extended Coverage: Tyco Model RFII or equal. 2

H. Provide the following sprinkler types at the locations indicated below unless 3 otherwise noted on drawings or specified herein. 4

1. Areas Without Ceilings: Upright, pendent, or sidewall sprinklers. 5 2. Suspended Ceilings: Concealed pendent sprinklers. 6 3. Gypsum Ceilings: Concealed pendent sprinklers. 7 4. Wall Mounting: Concealed sidewall sprinklers. 8

I. For areas where no specific sprinkler spray pattern is designated on drawings, 9 extended coverage sprinklers may be utilized where acceptable by code and 10 accounting for all encountered obstructions. 11

J. Where standard spray sprinklers are designated on drawings to be installed, 12 extended coverage sprinklers shall not be substituted for standard spray sprinklers 13 without prior approval by the Engineer of Record. 14

K. Provide wire cage type sprinkler guards, including fastening device for attaching to 15 exposed sprinklers, at locations as described in Part 3. 16

2.12 FIRE DEPARTMENT CONNECTION 17

A. Fire department connection shall be shall be wall type, chrome plated brass body 18 with polished chrome-plated brass trim 4-way, 2-1/2" x 2-1/2" x 4", bottom outlet, 19 square body, complete with plugs and chains (or as required by the City). 20

B. Fire department connections shall be permanently labeled with escutcheon ring 21 “AUTO-SPKR”. Hose threads to match City requirements. 22

C. Acceptable Manufacturer: Potter Roemer 5780, or approved equal. 23

2.13 OUTSIDE ALARM 24

A. Audio/visual type outside alarm. Horn and light shall be an integral unit suitable for 25 use in a location exposed to the weather. Coordinate voltage with Division 28. 26

B. Acceptable Manufacturer: Wheelock Series ASWP or approved equal. 27

2.14 WATER FLOW ALARM SWITCHES - WET SYSTEMS 28

A. Paddle-operated-type water-flow detector with electrical supervision. UL Listed 29 and/or FM approved, minimum 175 PSI working pressure rating and designed for 30 horizontal or vertical installation. 31

B. Include two single-pole, double-throw circuit switches for isolated alarm and auxiliary 32 contacts, 7 A, 125-V ac and 0.25 A, 24-V dc; complete with factory-set, field-33 adjustable retard element to prevent false signals and tamperproof cover that sends 34 signal if removed. 35

C. The flow switch shall have a sensitivity setting to be less than the flow of one 36 sprinkler. 37

D. Acceptable Manufacturer: Potter VSR series or approved equal. 38

39

NOT FOR BIDDING


211313 - 11

2.15 WATER FLOW ALARM SWITCHES - DRY SYSTEMS 1

A. Pressure-operated-type water-flow detector with electrical supervision UL 346 listed, 2 minimum 175 psi working pressure rating and designed for horizontal or vertical 3 installation. 4

B. Two Sets of SPDT (Form C) Contacts with ratings of 15.0 Amps at 125/250VAC, 2.0 5 Amps at 30VDC Resistive. 6

C. Sensitivity setting between 5 and 8 PSI with adjustable retards. 7

D. Acceptable Manufacturer: Potter WFSR-F or approved equal. 8

2.16 DRY SYSTEM AIR PRESSURE SUPERVISORY SWITCH 9

A. Supervisory switch to monitor for both high and low system pressure. Pressure range 10 is 10 PSI to 175 PSI. 11

B. Operates on a pressure increase or decrease of 10 PSI from normal. 12

C. Two Sets of SPDT (Form C) Contacts with ratings of 15.0 Amps at 125/250VAC, 2.5 13 Amps at 30VDC Resistive. 14

D. Acceptable Manufacturer: Potter PS40-A, or approved equal. 15

2.17 PRESSURE GAUGES 16

A. Description: UL Listed and/or FM approved, 3-1/2- to 4-1/2-inch-diameter, dial 17 pressure gauge with range of 0 to 250-psig minimum. Include caption "WATER" or 18 "AIR/WATER" on dial face. 19

2.18 DRY VALVE 20

A. Differential style dry system valve. Ductile iron body with EPDM coated clapper. 21

B. Valve shall include necessary piping, valves, pressure gauges, and additional trim for 22 proper operation. 23

C. Pressure rated to at least 175 PSI. 24

D. Acceptable Manufacturers: 25 1. Tyco, 26 2. Reliable 27 3. Victaulic 28 4. Viking 29 5. or approved equal 30

2.19 DRY SYSTEM AIR COMPRESSOR AND ACCESSORIES 31

A. Air compressor shall be air cooled, oiless, with electric motor and starter. Verify 32 compressor electrical requirements with Division 26. 33

B. Air compressor shall completely charge system in 30 minutes or less. If more than 34 one system is served by a single compressor, shut off valves and check valves shall 35 be supplied on the supplies to each system. Sizing shall be for the largest system. 36

NOT FOR BIDDING


211313 - 12

C. Provide air maintenance device to maintain air pressure at required set point of 1 system. Air maintenance device shall include; shut off valves, by-bass valve, 2 strainer, and pressure switch. 3

D. Acceptable Manufacturer: C’Aire, General Air Products, or approved equal. 4


3.1 UNDERGROUND PIPING 6

A. All underground piping which will be filled with water under normal conditions must 7 be installed with a minimum depth of cover of 7’-6”. 8

B. Exterior underground fire protection piping shall be provided with suitable joint 9 restraint as described in NFPA 13, 2010, 10.8. 10

C. Trenches shall provide solid and continuous bearing for all pipe installed. Over 11 excavation shall be backfilled to the proper grade with compacted earth, sand, fine 12 gravel or similar material. Piping may not be supported by rocks or blocks at any 13 point. Rocky soil shall be over excavated to a depth equal to one times the pipe 14 diameter or six (6") inches whichever is greater and backfilled to the proper grade 15 with compacted granular material. 16

3.2 ABOVEGROUND PIPING 17

A. The Division 21 contractor is responsible for coordinating sprinkler and standpipe 18 pipe routing throughout the building. Coordinate piping installation with all other 19 trades. 20

B. Coordinate the routing and installation of exposed piping with the Architect of Record 21 prior to fabrication of piping. Exposed sprinkler pipe is not permitted in areas where 22 concealing the piping above a ceiling is possible, except where specifically allowed 23 by the Architect of Record or explicitly described on the drawings. Routing of piping 24 through historically sensitive areas is prohibited without prior approval and 25 coordination with the Architect of Record and general contractor. 26

C. Sprinkler pipe routing shall be reviewed with the Architect to minimize alterations of 27 existing ceilings, walls, etc. as well as disruptions. Division 21 is responsible for 28 replacing ceiling tile, gypsum board, etc. and repairing any damage caused by 29 installation of the fire protection system. 30

D. Piping in exposed conditions shall be installed with necessary clearances from 31 building operations, utilities, etc. Adjust locations to maintain necessary clearances if 32 so directed by Owner or Engineer of Record. 33

E. Painting of exposed sprinkler pipe, hangers and supports shall be by Division 9 and 34 shall be done in locations as directed per the Architect of Record. The Division 21 35 contractor shall remove all adhesive labeling on sprinkler piping designated to be 36 painted. 37

F. Sprinkler piping joint construction shall comply with the requirements of NFPA 13, 38 2013, 6.5. 39

G. Welded pipe outlets shall be shop welded. 40

H. Welded joints shall not be used for galvanized-steel pipe. 41

I. Flanges, flanged fittings, unions, nipples, and transition and special fittings shall have 42 pressure ratings at least equal to or higher than the system pressure that may be 43 encountered. 44

NOT FOR BIDDING


211313 - 13

J. Piping shall be run in a straight line, parallel or perpendicular to walls and partitions, 1 whenever possible. 2

K. Properly brace all system piping and equipment to prevent movement during 3 operation. 4

L. Provide piping escutcheons where exposed piping passes through floors, walls and 5 ceilings. 6

M. Piping hangers and supports shall comply with NFPA 13, 2013, Chapter 9. Spacing 7 between supports shall comply with NFPA 13, 2013, Table 9.2.2.1. 8

N. Piping penetrations through fire rated walls, fire rated floors, and fire rated ceilings 9 shall be provided with UL Listed fire stopping assemblies. 10

O. Piping shall not be routed over electrical panels or through elevator equipment rooms 11 or shafts. 12

P. Piping serving electrical rooms shall be dedicated to the electrical room and shall 13 terminate in the electrical room. Piping shall not route through an electrical room to 14 serve additional rooms or areas within the building. 15

Q. Use approved fittings to make changes in direction, branch takeoffs from mains, and 16 reductions in pipe sizes. 17

R. Provide inspector's test connections complete with discharge piping and shutoff 18 valve, sized and located in compliance with NFPA 13, 2013, 8.17.4.2 Location and 19 outlet discharge are subject to approval by the Authority Having jurisdiction and the 20 Engineer of Record. 21

S. Provide relief valves on all wet sprinkler systems as described in NFPA 13, 2013, 22 7.1.2.1. The relief valve shall be set to operate at 175 psi or 10 psi in excess of the 23 maximum system pressure whichever is greater. If multiple zones are provided, a 24 relief valve shall be installed on each zone. Pipe relief valve discharge to connect to 25 main drain or drain riser piping. 26

3.3 JOINT CONSTRUCTION 27

A. Install couplings, flanges, flanged fittings, unions, nipples, and transition and special 28 fittings that have finish and pressure ratings same as or higher than system's 29 pressure rating for aboveground applications unless otherwise indicated. 30

B. Install flanges, flange adapters, or couplings for grooved-end piping on valves, 31 apparatus, and equipment having NPS 2-1/2 and larger end connections. 32

C. Ream ends of pipes and tubes and remove burrs. Bevel plain ends of steel pipe. 33

D. Remove scale, slag, dirt, and debris from inside and outside of pipes, tubes, and 34 fittings before assembly. 35

E. Flanged Joints: Select appropriate gasket material in size, type, and thickness 36 suitable for water service. Join flanges with gasket and bolts according to 37 ASME B31.9. 38

F. Threaded Joints: Thread pipe with tapered pipe threads according to ASME B1.20.1. 39 Cut threads full and clean using sharp dies. Ream threaded pipe ends to remove 40 burrs and restore full ID. Join pipe fittings and valves as follows: 41

G. Apply appropriate tape or thread compound to external pipe threads. 42

H. Damaged Threads: Do not use pipe or pipe fittings with threads that are corroded or 43 damaged. 44

I. Welded Joints: Construct joints according to AWS D10.12M/D10.12, using qualified 45 processes and welding operators according to "Quality Assurance" Article. 46

NOT FOR BIDDING


211313 - 14

J. Shop weld pipe joints where welded piping is indicated. Do not use welded joints for 1 galvanized-steel pipe. 2

3.4 DRAINAGE 3

A. Provide sprinkler piping drains to provide system drainage as required by NPPA 13, 4 2013, 8.16.2. Drain locations are subject to approval by the Engineer of Record and 5 Architect of Record. 6

B. Wet sprinkler piping may be installed pitched or level. Provide drains at low points 7 and trapped water locations. 8

C. Provide drains at low points and trapped water locations as required by NFPA 13, 9 2013, 8.16.2.5.2 for wet systems. Drain locations are subject to approval by the 10 Engineer of Record and Architect of Record. 11

D. Provide main drain(s), drain valve and pressure gauge on each sprinkler system 12 zone or riser. Drain pipe sizing shall comply with NFPA 13, 2013, 8.16.2.4.1 through 13 8.16.2.4.8. Main drain shall discharge to provided floor drain/mop sink in utility room. 14 Coordinate final location and any permanent drain piping required with other trades. 15

E. Provide drain piping for fire department connection check valve ball drip. 16

F. In climates subject to freezing, provide a minimum 4 ft of exposed drain pipe in a 17 heated area between the drain valve and the exterior wall when the drain piping 18 extends through the wall to the outside. 19

3.5 VALVES 20

A. Provide UL Listed and/or FM Approved fire protection valves for applications where 21 required by NFPA 13. 22

B. All valves regulating the water supply to sprinklers shall be electronically supervised. 23 Supervised valve switch contact adjustment shall be by the Division 21 contractor. 24 Switches shall be mounted so not to interfere with normal operation of valve and 25 shall be adjusted to operate within two revolutions of the valve control, or when the 26 stem has moved, no more than one-fifth of the distance from its normal position. 27

C. Coordinate and wiring of fire sprinkler fire alarm devices (flow switches, tamper 28 switches, etc.) with Division 28. Wiring is by Division 28. 29

D. All valves controlling water supplies for automatic sprinklers shall be locked or 30 secured in the open position. 31

E. Provide OS&Y gate valves at the service entrance to the building on both sides of the 32 service entrance check valve. 33

3.6 SPRINKLER INSTALLATION 34

A. Sprinklers shall be located in a regular pattern, perpendicular and parallel with 35 building lines, in perfect alignment with other ceiling components such as lights, air 36 diffusers, grilles, and speakers. 37

B. Adjustments in sprinkler locations shall be anticipated during shop drawing review, 38 and shall be allowed for in the Base Bid. 39

C. Refer to Part 2 for sprinkler types and finishes. 40

D. Sprinkler locations shall be reviewed and accepted by the Architect of Record before 41 any piping is fabricated or installed. Provide additional sprinklers (in excess of NFPA 42 requirements) for aesthetics at the discretion of the Architect of Record. 43

NOT FOR BIDDING


211313 - 15

E. Sprinklers shall be located +/- 2 inch of the center of tile in acoustical ceiling tile 1 areas, unless noted otherwise. Sprinklers shall be located no closer than 4 inches 2 from any ceiling edge or from any other ceiling component in public areas. 3

F. Do not install wet-type pendent or sidewall sprinklers in areas subject to freezing. 4 The Division 21 Contractor is responsible for notifying the Engineer of Record of any 5 areas that may require dry sprinklers or alternative means to avoid potential freezing. 6

G. Provide escutcheon plates for pendent sprinklers mounted in finished ceilings and 7 horizontal sidewall sprinklers mounted on walls. Maximum depth of escutcheon 8 below ceiling or out from wall shall be 1-1/4". Two piece escutcheons exceeding a 9 depth of 1-1/4" are not permitted. Escutcheon diameters shall not exceed 3-inch. 10

H. Provide sprinkler guards at the following locations: 11

1. Where moving objects are likely to cause sprinkler damage. 12 2. Where sprinkler is installed less than 7’-6” above finished floor. 13 3. Where noted on drawings. 14 4. Where otherwise required by the owner. 15

I. Provide high temperature sprinklers near heat-producing devices in compliance with 16 NFPA 13, 2013, 8.3.2.5. 17

J. Provide sprinklers above and below fixed obstructions over 48” in width in 18 compliance with NFPA 13, 2013, 8.5.5.3.1. This shall include ductwork, HVAC 19 equipment, and open overhead garage doors. 20

K. Provide sprinklers at stairways in compliance with NFPA 13, 2013, 8.14.3. 21

L. Concealed combustible spaces shall be protected in compliance with NFPA 13, 22 2013, 8.15.1 through 8.15.1.7. 23

3.7 FIRE DEPARTMENT CONNECTIONS 24

A. Mount fire department connection at a location approved by the Authority Having 25 Jurisdiction and the Architect of Record. Location shall be fully visible and 26 recognizable from the street and shall be arranged so that hose lines can be 27 attached to the inlets without interference from nearby objects. Fences, bushes, 28 trees, walls or similar objects shall not obstruct the fire department connection. 29

B. Fire department connection mounting height shall be between 18” and 48” above 30 grade. 31

C. Size fire department connection piping to comply with NFPA 13, 2013, 8.17.2.3, 32 unless otherwise specified or noted on drawings. 33

D. Fire department connections with 2-1/2” connection inlets shall have a minimum of 2 34 inlets unless otherwise specified. 35

E. Verify that equipment hose threads match Fire Department requirements. 36

F. To protect against freezing, fire department connection piping shall extend from the 37 inside face of the exterior wall a minimum of 4’-0” prior the installation of the fire 38 department connection check valve. 39

G. A listed check valve shall be installed in each fire department connection as 40 described in NFPA 13, 2013, 8.17.2.5.1 41

3.8 OUTSIDE ALARM 42

A. Horn/strobe alarm shall be located above the fire department connection. Mounting 43 height of alarm shall be at least 8 feet above grade but no greater than 20 feet. 44

B. Coordinate wiring of alarm with Division 28. 45

NOT FOR BIDDING


211313 - 16

3.9 ELECTRICAL CONNECTIONS 1

A. All wiring of fire protection system components shall comply with NFPA 70 and NFPA 2 72. 3

B. Wiring is provided as described in Part 1. 4

3.10 CLEANING AND PROTECTION 5

A. Clean dirt and debris from sprinklers and piping. 6

B. Protect fire protection equipment from damage until Substantial Completion. 7

C. Upon completion of painting within the building, remove all temporary protective 8 coverings attached to sprinklers to protect from paint overspray 9

3.11 SPRINKLER SYSTEM HAZARD CLASSIFICATIONS 10

A. Sprinkler hazard classifications shall comply with NFPA 13, 2013, Chapter 5. See 11 drawings for specific requirements. 12

B. Hazard classifications shall correspond with the following unless otherwise noted: 13

1. Electrical room and mechanical rooms shall be considered as Ordinary 14 Hazard Group 1. 15

2. Miscellaneous storage areas, as defined by NFPA 13, 2013, 3.9.1.18; with 16 the following configurations, shall be considered Ordinary Hazard Group 2. 17

a) Class I to Class III commodities stored 12 feet or less in height. 18 b) Class IV commodities stored 10 feet or less in height. 19 c) Group A plastics stored 5 feet or less in height. 20

3. Unless otherwise noted or otherwise required by the authority having 21 jurisdiction or code, remaining non storage areas shall be considered as 22 Light Hazard. 23

3.12 SPRINKLER SYSTEM HYDRAULIC CALCULATIONS 24

A. Base design densities and base remote areas shall be as noted below: 25

1. Light Hazard: 0.10 GPM per sq. ft. over the most remote 1500 sq. ft. 26 2. Ordinary Hazard Group 1: 0.15 GPM per sq. ft. over the most remote 27

1500 sq. ft. 28 3. Ordinary Hazard Group 2: 0.20 GPM per sq. ft. over the most remote 29

1500 sq. ft. 30 4. Where extended coverage sprinklers are used, the base design area shall 31

be that noted above or the area protected by 5 sprinklers, whichever are is 32 greater, in compliance with NFPA 13, 2013, 11.2.3.2.2.3. 33

B. Allowable decreases to base remote areas are as noted below: 34

1. Wet systems with quick response sprinklers are allowed to have the design 35 area reduced, based on ceiling heights, where permitted by NFPA 13, 36 2013, 11.2.3.2.3.1. The number of sprinklers in the design area shall 37 never be less than 5 and unprotected ceiling pockets must not exist. If the 38 area under consideration is below a sloped ceiling, the maximum height of 39 the room shall determine the allowable reduction as described in NFPA 13, 40 2013, 11.2.3.2.3.3. 41

2. The room design method; in compliance with NFPA 13, 2013, 11.2.3.3; is 42 allowed where it is applicable. All rooms shall be enclosed with walls 43 having a fire resistance rating equal to the water supply duration 44 established for the protected occupancy. Openings shall be protected as 45 described in NFPA 13, 2013, 11.2.3.3.5. 46

C. Apply increases to remote areas as noted below: 47

NOT FOR BIDDING


211313 - 17

1. Where ceiling slopes exceed11.1.5.2 2” in 12”, the design area for wet 1 systems shall be increased by 30% without revising the density as required 2 by NFPA 13, 2013, 11.2.3.2.4. 3

2. Where ceiling slopes are less than 2” in 12”, the design area for dry 4 systems shall be increased by 30% without revising the density as required 5 by NFPA 13, 2013, 11.2.3.2.5. 6

3. Where ceiling slopes exceed 2” in 12”, the design area for dry systems 7 shall be increased by 69% without revising the density in accordance with 8 NFPA 13, 2013, 11.2.3.2.4 and 11.2.3.2.5. 9

D. The hydraulic calculations shall include losses through water-service piping, valves, 10 and backflow preventers. Calculate back to the test hydrant from the hydrant flow 11 test and note the elevation of the test hydrant in relation to the floor slab on the 12 submitted shop drawings. 13

E. The sprinkler system(s) shall be calculated to allow for a pressure safety factor. The 14 safety factor shall be the amount of pressure available at the required flow that is 15 above the required pressure at the required flow. The safety factor shall comply with 16 the requirements of the Authority Having Jurisdiction but in no case be less than 5 17 PSI. 18

F. Pipe serving more than two sprinklers shall be a minimum of 1-1/4" in size or 19 hydraulically calculated. 20

3.13 SIGNS 21

A. Provide permanent visible signs to identify all drains, test connections, control valves 22 and fire department connections. 23

B. Signage shall comply with NFPA 13, 2013, 6.7.4 for valves, 8.17.2.4.7 for fire 24 department connections, and 8.16.5 for riser assemblies. 25

C. Unless otherwise provided by Division 10, the Division 21 contractor shall provide 26 permanent, durable, and readily visible signs for rooms containing the following: 27 controls for air conditioning systems, sprinkler risers, sprinkler valves, or other fire 28 detection or suppression or control elements. Comply with IFC section 510.1. 29 Coordinate required locations and wording with the Authority Having Jurisdiction and 30 Division 23. 31

D. The Division 21 contractor shall provide any additional signage pertaining to the fire 32 protection system as may be required by the Authority Having Jurisdiction. 33

E. Dry systems with low point drains shall have a sign posted at the dry valve indicating 34 the number and location of each individual drain as described in NFPA 13, 2013, 35 8.16.2.5.3.7. 36

F. Provide hydraulic design information signs in compliance with NFPA 13, 2013, 25.5. 37 Each sign shall be permanently marked, weatherproof metal or rigid plastic, and 38 secured with corrosion resistant wire or chain. Such signs shall be placed at each 39 zone control riser or sub zone. Each individual sign shall include the following 40 information: 41

1. Location of the design area or areas 42 2. Discharge densities over the design area or areas 43 3. Required flow and residual pressure demand at the base of the riser 44 4. Occupancy classification or commodity classification and maximum 45

permitted storage height and configuration 46 5. Hose stream allowance included in addition to the sprinkler demand 47 6. The name of the installing contractor 48

NOT FOR BIDDING


211313 - 18

G. Provide general design information signs in compliance with NFPA 13, 2013, 25.6. 1 Each sign shall be permanently marked, weatherproof metal or rigid plastic, and 2 secured with corrosion resistant wire or chain. Each sign shall identify the system 3 design basis and information relevant to the inspection, testing, and maintenance 4 requirements for the system. Such signs shall be placed at each zone control riser or 5 sub zone. Each individual sign shall include the following information: 6

1. Name and location of the facility protected 7 2. Presence of high-piled and/or rack storage 8 3. Maximum height of storage planned 9 4. Aisle width planned 10 5. Commodity classification 11 6. Encapsulation of pallet loads 12 7. Presence of solid shelving 13 8. Flow test data 14 9. Presence of flammable/combustible liquids 15 10. Presence of hazardous materials 16 11. Presence of other special storage 17 12. Location of auxiliary drains and low point drains 18 13. Original results of main drain flow test 19 14. Name of installing contractor or designer 20 15. Indication of presence and location of antifreeze or other auxiliary systems 21

22

3.14 DRY SYSTEMS 23

A. Dry valves and associated trim at locations where shown on drawings. Dry system 24 installation shall comply with NFPA 13, 2013, 7.2. 25

B. Air pressure for the dry system shall be maintained by an automatically activated air 26 compressor regulated by a system pressure switch. 27

C. Provide listed quick opening device on systems in excess of 500 gallons unless the 60 28 second water delivery time to the test outlet can be achieved. 29

D. The system volume of dry systems shall not exceed 750 gallons. If a designated dry 30 zone is in excess of 750 gallons, the Division 21 contractor shall provide additional 31 dry valve(s) and subdivide the zone(s) to below 750 gallons each. 32

E. Monitor dry sprinkler systems for both high and low pressure utilizing a pressure 33 monitoring switch. Activation of the pressure monitoring switch shall indicate a 34 “TROUBLE” condition at the building fire alarm panel. 35

3.15 DRY SYSTEM AIR COMPRESSOR AND ACCESSORIES 36

A. Connect air compressor to dry system piping and securely mount compressor to wall, 37 floor, or piping. 38

B. For remote mounted compressors, provide braided flexible piping connector between 39 rigid piping and compressor discharge. 40

C. For floor mounted compressors, provide 4" high concrete housekeeping pad. Comply 41 with Section 210500 42

43

NOT FOR BIDDING


211313 - 19

3.16 SPRINKLER CABINET 1

A. Provide sprinkler cabinet near sprinkler system riser assembly with supply of extra 2 sprinklers including each type and rating installed. Comply with NFPA 13, 2013, 3 6.2.9. 4

B. Provide wrench(es) suitable for use with all sprinklers installed. 5

C. At a minimum, provide quantities of spare sprinklers per the following schedule to 6 comply with: 7

1. Projects having under 300 sprinklers, provide at least 6 sprinklers. 8 2. Projects having 300 to 1000 sprinklers, provide at least 12 sprinklers. 9 3. Projects having over 1000 sprinklers, provide at least 24 sprinklers. 10

3.17 WATER FLOW ALARMS 11

A. Provide flow switches to monitor sprinkler water flow in each installed zone or sub-12 zone. Flow switches shall not be mounted in or within 12” of any fitting that changes 13 direction of water flow. Adjust delay setting to eliminate false alarms. 14

3.18 PRESSURE GAUGES 15

A. Provide pressure gauges at all locations as required by NFPA 13 16

B. Include pressure gauges with connection not less than NPS 1/4 and with soft metal 17 seated globe valve, arranged for draining pipe between gauge and valve. 18

C. Install gauges to permit removal, and install where they will not be subject to 19 freezing. 20

3.19 INSPECTORS TEST CONNECTIONS AND OUTLETS 21

A. Provide inspectors test connections and outlets at locations that will ensure each 22 installed flow switch can be tested. 23

B. Inspector test piping shall be routed to drain to outside or to location approved by 24 Engineer of Record. 25

C. Provide inspectors test connections and outlets at locations ensuring that each flow 26 switch installed is capable of being tested. 27

D. Inspector's test connections shall be complete with discharge piping and shutoff 28 valve and shall be sized and located to comply with NFPA 13, 2013, 8.17.4. 29

E. Dry system inspector’s test outlets shall be located at the remote end of the system as 30 required by NFPA 13, 2013, 8.17.4.3.2. 31

3.20 TESTING AND FLUSHING 32

A. The Division 21 contractor shall coordinate, perform, and pay for the required testing 33 of the water-based fire protection systems. 34

B. Testing shall comply with the requirements of this Specification, all of the applicable 35 governing codes, as well as the Authority Having Jurisdiction. 36

C. Notify the Authorities Having Jurisdiction in sufficient time to allow for a 37 representative to be present for each test. 38

D. Documentation of the underground fire sprinkler piping system testing and 39 acceptance procedures shall be the responsibility of the Division 21 contractor 40 whether or not the Division 21 contractor installs the underground piping. If the 41 Division 21 contactor is not the installing contractor, the Division 21 contactor shall 42

NOT FOR BIDDING


211313 - 20

make the proper arrangements with the installing contractor to ensure the required 1 testing is performed and documented. The testing and documentation shall include: 2

1. System flushing in compliance with NFPA 13, 2013, 10.10.2.1. 3 2. Hydrostatic testing in compliance with NFPA 13, 2013, 10.10.2.2. If any 4

leaks are found during the test, the system must be retested after the leaks 5 have been corrected by the underground water / fire service installing 6 contractor. 7

3. Furnish Contractors Underground Material and Test Certificate, to 8 Architect/Engineer upon completion of all required tests. 9

E. Documentation of the above ground piping system testing and acceptance 10 procedures shall be the responsibility of the Division 21 contractor. Testing shall 11 comply with NFPA 13, 2013, chapter 16. The testing and documentation shall 12 include: 13

1. Hydrostatic testing in compliance with NFPA 13, 2013, 25.2.1. If any leaks 14 are found during the test, the system must be retested after the leaks have 15 been corrected. 16

2. System operational tests in compliance with NFPA 13, 2013, 25.2.2. 17 3. Testing of all installed backflow prevention assemblies in compliance with 18

NFPA 13, 2013, 25.2.5. 19 4. Furnish Contractors Aboveground Material and Test Certificate, to 20

Architect/Engineer upon completion. 21 22

END OF SECTION 21 1000 23

NOT FOR BIDDING


OLBRICH BOTANICAL GARDENS: EXPANSION PHASE 1 70% CONSTRUCTION DOCUMENTS

CONTRACT # 8162 MUNIS # 17193 220517 - 1 SLEEVES AND SLEEVE SEALS

FOR PLUMBING PIPING

SECTION 220517 1 SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING 2


1.1 RELATED DOCUMENTS 5 1.2 SUMMARY 6

PART 2 - PRODUCTS 7 2.1 SLEEVES 8 2.2 SLEEVE-SEAL SYSTEMS 9

PART 3 - EXECUTION 10 3.1 SLEEVE INSTALLATION 11 3.2 SLEEVE-SEAL-SYSTEM INSTALLATION 12 3.3 SLEEVE AND SLEEVE-SEAL SCHEDULE 13

14

PART 1 - GENERAL 15

1.1 RELATED DOCUMENTS 16 A. Drawings and general provisions of the Contract, including General and Supplementary Conditions 17

and Division 01 Specification Sections, apply to this Section. 18

1.2 SUMMARY 19 A. Section Includes: 20

1. Sleeves. 21 2. Sleeve-seal systems. 22


2.1 SLEEVES 24 A. Galvanized-Steel-Pipe Sleeves: ASTM A 53/A 53M, Type E, Grade B, Schedule 40, zinc coated, 25

with plain ends. 26

2.2 SLEEVE-SEAL SYSTEMS 27 A. Manufacturers: Subject to compliance with requirements, provide product by one of the following: 28

1. Advance Products & Systems, Inc. 29 2. CALPICO, Inc. 30 3. GPT; an EnPro Industries company. 31 4. Metraflex Company (The). 32 5. Proco Products, Inc. 33

B. Description: Modular sealing-element unit, designed for field assembly, for filling annular space 34 between piping and sleeve. 35 1. Sealing Elements: EPDM-rubber interlocking links shaped to fit surface of pipe. Include type 36

and number required for pipe material and size of pipe. 37 2. Pressure Plates: Plastic. 38 3. Connecting Bolts and Nuts: Stainless steel of length required to secure pressure plates to 39

sealing elements. 40


3.1 SLEEVE INSTALLATION 42 A. Install sleeves for piping passing through penetrations in floors, partitions, roofs, and walls. 43 B. For sleeves that will have sleeve-seal system installed, select sleeves of size large enough to 44

provide 1-inch annular clear space between piping and concrete slabs and walls. 45 C. Install sleeves in concrete floors, concrete roof slabs, and concrete walls. 46

1. Cut sleeves to length for mounting flush with both surfaces. 47 a. Exception: Extend sleeves installed in floors of mechanical equipment areas or other 48

wet areas 2 inches above finished floor level. 49

NOT FOR BIDDING

http://www.specagent.com/LookUp/?Section=220517&SectionReleaseDate=1/10/2003&DocType=FL&ToolID=1&ulid=1677&src=altarixhttp://www.specagent.com/LookUp/?Section=220517&SectionReleaseDate=1/10/2003&DocType=FL&ToolID=1&uid=Id%5be8ae3f79-6eb4-4453-a563-a5b000b607e4%5d%20Type%5bManufacturerUrl%5d&src=altarixhttp://www.specagent.com/LookUp/?Section=220517&SectionReleaseDate=1/10/2003&DocType=FL&ToolID=1&uid=Id%5b3365cf7a-a6f9-469c-8173-a5b000b607ea%5d%20Type%5bManufacturerUrl%5d&src=altarixhttp://www.specagent.com/LookUp/?Section=220517&SectionReleaseDate=1/10/2003&DocType=FL&ToolID=1&uid=Id%5b800682d6-902f-4c25-a8ca-a5b000b607f6%5d%20Type%5bManufacturerUrl%5d&src=altarixhttp://www.specagent.com/LookUp/?Section=220517&SectionReleaseDate=1/10/2003&DocType=FL&ToolID=1&uid=Id%5bdb2e08b1-37c1-4a8f-b90e-a5b000b60802%5d%20Type%5bManufacturerUrl%5d&src=altarixhttp://www.specagent.com/LookUp/?Section=220517&SectionReleaseDate=1/10/2003&DocType=FL&ToolID=1&uid=Id%5b6fc43261-3e31-4e6a-b5b2-a5b000b6080c%5d%20Type%5bManufacturerUrl%5d&src=altarix



CONTRACT # 8162 MUNIS # 17193 220517 - 2 SLEEVES AND SLEEVE SEALS

FOR PLUMBING PIPING

D. Install sleeves for pipes passing through interior partitions. 1 1. Cut sleeves to length for mounting flush with both surfaces. 2 2. Install sleeves that are large enough to provide 1/4-inch annular clear space between sleeve 3

and pipe or pipe insulation. 4 3. Seal annular space between sleeve and piping or piping insulation; use joint sealants 5

appropriate for size, depth, and location of joint. Comply with requirements for sealants 6 specified in Section 079200 "Joint Sealants." 7

E. Fire-Barrier Penetrations: Maintain indicated fire rating of walls, partitions, ceilings, and floors at 8 pipe penetrations. Seal pipe penetrations with firestop materials. Comply with requirements for 9 firestopping specified in Section 078413 "Penetration Firestopping." 10

3.2 SLEEVE-SEAL-SYSTEM INSTALLATION 11 A. Install sleeve-seal systems in sleeves in exterior concrete walls and slabs-on-grade at service 12

piping entries into building. 13 B. Select type, size, and number of sealing elements required for piping material and size and for 14

sleeve ID or hole size. Position piping in center of sleeve. Center piping in penetration, assemble 15 sleeve-seal system components, and install in annular space between piping and sleeve. Tighten 16 bolts against pressure plates that cause sealing elements to expand and make a watertight seal. 17

3.3 SLEEVE AND SLEEVE-SEAL SCHEDULE 18 A. Use sleeves and sleeve seals for the following piping-penetration applications: 19

1. Exterior Concrete Walls above Grade: 20 a. Piping Smaller Than NPS 6: Galvanized-steel-pipe sleeves with sleeve-seal system. 21 b. Where existing walls do not allow for outer sleeve pipe, it may be omitted, and the 22

sleeve system installed directly per manufacturer recommendations. 23 2. Exterior Concrete Walls below Grade: 24

a. Piping Smaller Than NPS 6: Galvanized-steel-pipe sleeves with sleeve-seal system. 25 b. Where existing walls do not allow for outer sleeve pipe, it may be omitted, and the 26

sleeve system installed directly per manufacturer recommendations. 27 3. Concrete Slabs-on-Grade: 28

a. Piping Smaller Than NPS 6: Galvanized-steel-pipe sleeves with sleeve-seal system. 29 4. Concrete Slabs above Grade: 30

a. Piping Smaller Than NPS 6: Galvanized-steel-pipe sleeves. 31 5. Interior Partitions: 32

a. Piping Smaller Than NPS 6: Galvanized-steel-pipe sleeves. 33

END OF SECTION 34

NOT FOR BIDDING



CONTRACT # 8162 MUNIS # 17193 220518 - 1 ESCUTCHEONS FOR PLUMBING PIPING

SECTION 220518 1 ESCUTCHEONS FOR PLUMBING PIPING 2


1.1 RELATED DOCUMENTS 5 1.2 SUMMARY 6

PART 2 - PRODUCTS 7 2.1 ESCUTCHEONS 8 2.2 FLOOR PLATES 9

PART 3 - EXECUTION 10 3.1 INSTALLATION 11

12

PART 1 - GENERAL 13




1. Escutcheons. 19 2. Floor plates. 20


2.1 ESCUTCHEONS 22 A. One-Piece, Deep-Pattern Type: Deep-drawn, box-shaped brass with chrome-plated finish and 23

spring-clip fasteners. 24 B. One-Piece, Stamped-Steel Type: With chrome-plated finish and spring-clip fasteners. 25 C. Split-Plate, Stamped-Steel Type: With chrome-plated finish, concealed hinge, and spring-clip 26

fasteners. 27

2.2 FLOOR PLATES 28 A. One-Piece Floor Plates: Cast-iron flange. 29 B. Split-Casting Floor Plates: Cast brass with concealed hinge. 30


3.1 INSTALLATION 32 A. Install escutcheons for piping penetrations of walls, ceilings, and finished floors. 33 B. Install escutcheons with ID to closely fit around pipe, tube, and insulation of insulated piping and 34

with OD that completely covers opening. 35 1. Escutcheons for New Piping: 36

a. Piping with Fitting or Sleeve Protruding from Wall: One-piece, deep-pattern type. 37 b. Insulated Piping: One-piece, stamped-steel type or split-plate, stamped-steel type 38

with concealed hinge. 39 C. Install floor plates for piping penetrations of equipment-room floors. 40 D. Install floor plates with ID to closely fit around pipe, tube, and insulation of piping and with OD that 41

completely covers opening. 42 1. New Piping: One-piece, floor-plate type. 43

END OF SECTION 44

NOT FOR BIDDING



CONTRACT # 8162 MUNIS # 17193 220519 - 1 METERS AND GAGES FOR PLUMBING PIPING

SECTION 220519 1 METERS AND GAGES FOR PLUMBING PIPING 2


1.1 RELATED DOCUMENTS 5 1.2 SUMMARY 6 1.3 ACTION SUBMITTALS 7

PART 2 - PRODUCTS 8 2.1 FILLED-SYSTEM THERMOMETERS 9 2.2 THERMOWELLS 10 2.3 PRESSURE GAGES 11 2.4 GAGE ATTACHMENTS 12

PART 3 - EXECUTION 13 3.1 INSTALLATION 14 3.2 CONNECTIONS 15 3.3 ADJUSTING 16 3.4 THERMOMETER SCALE-RANGE SCHEDULE 17 3.5 PRESSURE-GAGE SCALE-RANGE SCHEDULE 18

19

PART 1 - GENERAL 20




1. Filled-system thermometers. 26 2. Thermowells. 27 3. Dial-type pressure gages. 28 4. Gage attachments. 29

B. Related Sections: 30 1. Section 221116 "Domestic Water Piping" for water meters inside the building. 31

1.3 ACTION SUBMITTALS 32 A. Product Data: For each type of product indicated. 33


2.1 FILLED-SYSTEM THERMOMETERS 35 A. Direct-Mounted, Metal-Case, Vapor-Actuated Thermometers: 36

1. Manufacturers: Subject to compliance with requirements, provide product by one of the 37 following: 38 a. Trerice, H. O. Co. 39 b. Weiss Instruments, Inc. 40

2. Standard: ASME B40.200. 41 3. Case: Sealed type, cast aluminum or drawn steel; 5-inch nominal diameter. 42 4. Element: Bourdon tube or other type of pressure element. 43 5. Movement: Mechanical, with link to pressure element and connection to pointer. 44 6. Dial: Nonreflective aluminum with permanently etched scale markings graduated in deg F 45

and deg C. 46 7. Pointer: Dark-colored metal. 47 8. Window: Glass. 48 9. Ring: Metal. 49 10. Connector Type(s): Union joint, rigid, back; with ASME B1.1 screw threads. 50

51

NOT FOR BIDDING

http://www.specagent.com/LookUp/?Section=220519&SectionReleaseDate=1/10/2003&DocType=FL&ToolID=1&uid=Id%5b530c04c8-b0a9-4f2e-a646-a5b000deea96%5d%20Type%5bManufacturerUrl%5d&src=altarixhttp://www.specagent.com/LookUp/?Section=220519&SectionReleaseDate=1/10/2003&DocType=FL&ToolID=1&uid=Id%5beacfd59a-6f47-425d-9ca5-a5b000deeaa1%5d%20Type%5bManufacturerUrl%5d&src=altarix




11. Thermal System: Liquid-filled bulb in copper-plated steel, aluminum, or brass stem and of 1 length to suit installation. 2 a. Design for Thermowell Installation: Bare stem. 3

12. Accuracy: Plus or minus 1 percent of scale range. 4

2.2 THERMOWELLS 5 A. Thermowells: 6

1. Standard: ASME B40.200. 7 2. Description: Pressure-tight, socket-type fitting made for insertion into piping tee fitting. 8 3. Material for Use with Copper Tubing: CNR or CUNI. 9 4. Material for Use with Steel Piping: CRES. 10 5. Type: Stepped shank unless straight or tapered shank is indicated. 11 6. External Threads: NPS 1/2, NPS 3/4, or NPS 1, ASME B1.20.1 pipe threads. 12 7. Internal Threads: 1/2, 3/4, and 1 inch, with ASME B1.1 screw threads. 13 8. Bore: Diameter required to match thermometer bulb or stem. 14 9. Insertion Length: Length required to match thermometer bulb or stem. 15 10. Lagging Extension: Include on thermowells for insulated piping and tubing. 16 11. Bushings: For converting size of thermowell's internal screw thread to size of thermometer 17

connection. 18 B. Heat-Transfer Medium: Mixture of graphite and glycerin. 19

2.3 PRESSURE GAGES 20 A. Direct-Mounted, Metal-Case, Dial-Type Pressure Gages: 21

1. Manufacturers: Subject to compliance with requirements, provide products by one of the 22 following: 23 a. Trerice, H. O. Co. 24 b. Weiss Instruments, Inc. 25

2. Standard: ASME B40.100. 26 3. Case: Sealed type(s); cast aluminum or drawn steel; 4-1/2-inch nominal diameter. 27 4. Pressure-Element Assembly: Bourdon tube unless otherwise indicated. 28 5. Pressure Connection: Brass, with NPS 1/4 or NPS 1/2(DN 8 or DN 15), ASME B1.20.1 pipe 29

threads and bottom-outlet type unless back-outlet type is indicated. 30 6. Movement: Mechanical, with link to pressure element and connection to pointer. 31 7. Dial: Nonreflective aluminum with permanently etched scale markings graduated in psi and 32

kPa. 33 8. Pointer: Dark-colored metal. 34 9. Window: Glass. 35 10. Ring: Metal. 36 11. Accuracy: Grade B, plus or minus 2 percent of middle half of scale range. 37

2.4 GAGE ATTACHMENTS 38 A. Snubbers: ASME B40.100, brass; with NPS 1/4 or NPS 1/2, ASME B1.20.1 pipe threads and 39

piston-type surge-dampening device. Include extension for use on insulated piping. 40 B. Valves: Brass ball, with NPS 1/4 or NPS 1/2, ASME B1.20.1 pipe threads. 41


3.1 INSTALLATION 43 A. Install thermowells with socket extending to center of pipe and in vertical position in piping tees. 44 B. Install thermowells of sizes required to match thermometer connectors. Include bushings if required 45

to match sizes. 46 C. Install thermowells with extension on insulated piping. 47 D. Fill thermowells with heat-transfer medium. 48 E. Install direct-mounted thermometers in thermowells and adjust vertical and tilted positions. 49 F. Install direct-mounted pressure gages in piping tees with pressure gage located on pipe at the most 50

readable position. 51 G. Install valve and snubber in piping for each pressure gage for fluids. 52 H. Install thermometers in the following locations: 53

1. Inlet and outlet of each water heater. 54 2. As indicated on drawings and details. 55

NOT FOR BIDDING

http://www.specagent.com/LookUp/?Section=220519&SectionReleaseDate=1/10/2003&DocType=FL&ToolID=1&uid=Id%5b9c6ff296-95d1-4920-a631-a5b400a09aa1%5d%20Type%5bManufacturerUrl%5d&src=altarixhttp://www.specagent.com/LookUp/?Section=220519&SectionReleaseDate=1/10/2003&DocType=FL&ToolID=1&uid=Id%5b71fefb0b-04fe-40af-8693-a5b400a09abc%5d%20Type%5bManufacturerUrl%5d&src=altarix




I. Install pressure gages in the following locations: 1 1. Before and after water softener. 2 2. As indicated on drawings and details. 3

3.2 CONNECTIONS 4 A. Install meters and gages adjacent to machines and equipment to allow service and maintenance of 5

meters, gages, machines, and equipment. 6

3.3 ADJUSTING 7 A. Adjust faces of meters and gages to proper angle for best visibility. 8

3.4 THERMOMETER SCALE-RANGE SCHEDULE 9 A. Scale Range for Domestic Cold-Water Piping: 0 to 100 deg F and minus 20 to plus 50 deg C. 10 B. Scale Range for Domestic Hot-Water Piping: 20 to 240 deg F and 0 to 150 deg C. 11

3.5 PRESSURE-GAGE SCALE-RANGE SCHEDULE 12 A. Scale Range for Water Service Piping: 0 to 100 psi and 0 to 600 kPa. 13

END OF SECTION 14

NOT FOR BIDDING


OLBRICH BOTANICAL GARDENS: EXPANSION PHASE 1 DESIGN DEVELOPMENT ISSUE

CONTRACT # 7817 MUNIS # 17193 220523 - 1 GENERAL-DUTY VALVES

FOR PLUMBING PIPING

SECTION 220523 1 GENERAL-DUTY VALVES FOR PLUMBING PIPING 2


1.1 RELATED DOCUMENTS 5 1.2 SUMMARY 6 1.3 DEFINITIONS 7 1.4 ACTION SUBMITTALS 8 1.5 QUALITY ASSURANCE 9 1.6 DELIVERY, STORAGE, AND HANDLING 10

PART 2 - PRODUCTS 11 2.1 GENERAL REQUIREMENTS FOR VALVES 12 2.2 BRONZE BALL VALVES 13 2.3 BRONZE SWING CHECK VALVES 14 2.4 IRON SWING CHECK VALVES 15

PART 3 - EXECUTION 16 3.1 EXAMINATION 17 3.2 VALVE INSTALLATION 18 3.3 ADJUSTING 19 3.4 GENERAL REQUIREMENTS FOR VALVE APPLICATIONS 20 3.5 DOMESTIC, HOT- AND COLD-WATER VALVE SCHEDULE 21

22

PART 1 - GENERAL 23




1. Bronze ball valves. 29 2. Bronze swing check valves. 30 3. Iron swing check valves. 31

B. Related Sections: 32 1. Section 220553 "Identification for Plumbing Piping and Equipment" for valve tags and 33

schedules. 34 2. Section 221116 "Domestic Water Piping" for valves applicable only to this piping. 35 3. Section 221319 "Sanitary Waste Piping Specialties" for valves applicable only to this piping. 36 4. Section 221423 "Storm Drainage Piping Specialties" for valves applicable only to this piping. 37

1.3 DEFINITIONS 38 A. CWP:

Documents

OLBRICH BOTANICAL GARDENS EXPANSION PHASE 1 · 17 05 4000 Cold-Formed Metal Framing 18 05 5000 Metal Fabrications 19 05 5113 Metal Pan Stairs 20 05 7300 Decorative Metal Railings