A06_Specs_02_ORCA_100CD_FINAL_SPECS-DIV-15-48.pdf

Architecture

Planning

Conservation Correct Life Safety and Cri� cal Defi ciencies

Oregon Caves Chateau

PROJECT MANUAL - VOLUME 03

DIVISION 15 - 48 TECHNICAL SPECIFICATIONS

Na� onal Park Service | September 13, 2019

ORCA-150025

[THIS PAGE INTENTIONALLY LEFT BLANK]

ORCA - 150025 00 01 10 - 1

TABLE OF CONTENTS

00 01 10 - TABLE OF CONTENTS

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 10 TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 26 01 CONTRACT MODIFICATION PROCEDURES

01 27 00 DEFINITION OF CONTRACT LINE ITEMS

01 31 00 PROJECT MANAGEMENT AND COORDINATION

01 32 16 CONSTRUCTION SCHEDULE

01 32 33 PHOTO DOCUMENTATION FOR HISTORIC PRESERVATION PROJECTS

01 33 23 SUBMITTAL PROCEDURES

01 35 23 SAFETY REQUIREMENTS

01 35 91 HISTORIC PRESERVATION TREATMENT PROCEDURES

01 40 00 QUALITY REQUIREMENTS

01 42 00 REFERENCE STANDARDS

01 50 00 TEMPORARY FACILITIES AND CONTROLS

01 57 19.11 INDOOR AIR QUALITY MANAGEMENT

01 57 19.12 NOISE & ACCOUSTICS MANAGEMENT

01 57 23 UNDER-AN-ACRE POLLUTION PREVENTION

01 67 00 PRODUCT REQUIREMENTS

01 73 29 CUTTING AND PATCHING

01 73 40 EXECUTION

01 74 19.01 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 74 19.02 PROJECT WASTE MANAGEMENT- APPENDIX A

01 74 19 PROJECT WASTE MANAGEMENT- APPENDIX B

01 77 00 CLOSEOUT PROCEDURES

01 78 23.00 OPERATION AND MAINTENANCE DATA

01 78 23.01 CLOSEOUT AND O. M. REQUIREMENTS

01 79 00 DEMONSTRATION AND TRAINING

01 81 13 SUSTAINABLE DESIGN REQUIREMENTS FOR NON LEED™ PROJECTS

01 91 14 TOTAL BUILDING COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 07 00 SITE CLEARING AND DEMOLITION

02 41 20 SELECTIVE DEMOLITION

02 81 00 HAZARDOUS MATERIALS REMEDIATION

DIVISION 03 – CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 32 00 PEDESTRIAN CONCRETE

DIVISION 04 – (NOT USED)

ORCA - 150025 00 01 10 - 2

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 50 00 METAL FABRICATIONS

05 52 00 METAL HANDRAILS AND GUARDRAILS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 20 13 EXTERIOR FINISH CARPENTRY

06 20 23 INTERIOR FINISH CARPENTRY

06 41 00 ARCHITECTURAL WOOD CASEWORK

06 42 16 WOOD PANELING

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 13 10 SELF-ADHERING SHEET WATERPROOFING

07 21 00 BUILDING INSULATION

07 25 00 WEATHER BARRIERS

07 46 23 WOOD SIDING

07 62 00 SHEET METAL FLASHING AND TRIM

07 84 00 FIRESTOPPING

07 87 01 SMOKE BAFFLES

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 03 14 TREATMENT OF HISTORIC WOOD DOORS

08 11 00 METAL DOORS AND FRAMES

08 14 33 STILE AND RAIL WOOD DOORS

08 31 00 ACCESS PANELS

08 52 00 WOOD WINDOWS AND WOOD DOOR & WINDOW ASSEMBLIES

08 71 00 DOOR HARDWARE

08 74 13 LOW-ENERGY DOOR OPERATORS

08 80 00 GLAZING

08 91 00 LOUVERS

DIVISION 09 - FINISHES

09 21 16 GYPSUM BOARD

09 30 00 CERAMIC TILING

09 65 00 RESILIENT FLOORING

09 68 16 SHEET CARPETING

09 80 00 FIBERBOARD WALL & CEILING TREATMENT

09 90 00 PAINTING AND COATING

ORCA - 150025 00 01 10 - 3

DIVISION 10 - SPECIALTIES

10 14 00 SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 28 00 TOILET AND BATH ACCESSORIES

10 44 00 FIRE PROTECTION SPECIALTIES

10 44 16 FIRE EXTINGUISHERS

DIVISION 11 – 13 (NOT USED)

DIVISION 14 - CONVEYING EQUIPMENT

14 24 00 HYDRAULIC ELEVATOR

DIVISION 15 – 20 (NOT USED)

DIVISION 21 – FIRE SUPPRESSION

21 13 00 FIRE SPRINKLER SYSTEMS: WET-PIPE, DRY-PIPE, DELUGE

DIVISION 22 - PLUMBING

22 00 00 PLUMBING GENERAL REQUIREMENTS

22 05 19 METERS AND GAUGES FOR PLUMBING PIPING

22 05 13 COMMON MOTOR REQUIREMENTS FOR PLUMBING EQUIPMENT

22 05 23 GENERAL DUTY VALVES FOR PLUMBING PIPING

22 05 29 HANGERS AND SUPPORTS FOR PLUMBING PIPING

22 07 00 PLUMBING INSULATION

22 11 16 DOMESTIC WATER PIPING

22 11 19 DOMESTIC WATER PIPING SPECIALTIES

22 13 16 SANITARY WASTE AND VENT PIPING

22 13 19 SANITARY WASTE PIPING SPECIALTIES

22 13 20 SANITARY DRAINS

22 14 29 SUMP PUMPS

22 42 00 PLUMBING FIXTURES

22 70 00 COMMISSIONING OF PLUMBING SYSTEMS

DIVISION 23 – HEATING, VENTILATING, AND AIR CONDITIONING

23 00 00 HVAC GENERAL REQUIREMENTS

23 05 29 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT

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

23 21 13 HYDRONIC PIPING

23 21 16 HYDRONIC PIPING SPECIALTIES

23 21 23 HYDRONIC PUMPS

23 31 00 HVAC DUCTS

23 33 00 HVAC DUCT ACCESSORIES

23 34 19 HVAC FANS

23 37 13 DIFFUSERS, REGISTERS, AND GRILLS

23 52 00 HEATING BOILER SPECIALTIES

23 52 16 CONDENSING BOILERS

ORCA - 150025 00 01 10 - 4

23 82 29 RADIATORS

23 90 00 MECHANICAL SYSTEMS COMMISSIONING

DIVISION 24 – 25 (NOT USED)

DIVISION 26 - ELECTRICAL

26 05 05 ELECTRICAL DEMOLITION

26 05 19 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

26 05 29 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

26 05 33 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

26 05 48 SEISMIC CONTROLS FOR ELECTRIAL SYSTEMS

26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS

26 05 73 OVERCURRENT PROTECTIVE DEVICE COORDINATION AND ARC-FLASH STUDY

26 09 23 LIGHTING CONTROL DEVICES

26 09 43 RELAY-BASED LIGHTING CONTROLS

26 24 16 PANELBOARDS

26 27 26 WIRING DEVICES

26 28 13 OVERCURRENT PROTECTIVE DEVICES

26 28 16 CIRCUIT AND MOTOR DISCONNECTS

26 33 33 STATIC PHASE CONVERTERS

26 36 00 TRANSFER SWITCHES

26 43 13 SURGE PROTECTIVE DEVICES

26 50 00 LUMINAIRES

26 52 13 EMERGENCY AND EXIT LIGHTING

26 60 00 ELECTRICAL SYSTEMS COMMISSIONING

DIVISION 27 – (NOT USED)

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 31 00 FIRE DETECTION AND EMERGENCY NOTIFICATION SYSTEM

DIVISION 29 – 30 (NOT USED)

DIVISION 31 - EARTHWORK

31 23 16 STRUCTURE EXCAVATION

31 23 33 UTILITY TRENCHING AND BACKFILLING

31 68 13 MICROPILES

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 17 23 ASPHALT PAVEMENT MARKING

32 32 53 MORTARED STONE WALLS

DIVISION 33 –48 NOT USED

ORCA - 150025 00 01 10 - 5

APPENDIX A: GEOTECHNICAL REPORT

APPENDIX B: STRUCTURAL CALCULATIONS

APPENDIX C: HAZARDOUS MATERIALS REPORT

APPENDIX D: FIRE PROTECTION SYSTEMS BASIS OF DESIGN

END OF TABLE OF CONTENTS

ORCA - 150025 00 01 10 - 6

ORCA - 150025 21 31 00-1

FIRE SPRINKLER SYSTEMS

SECTION 21 13 00 - FIRE SPRINKLER SYSTEMS: WET-PIPE, DRY-PIPE, DELUGE

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. GENERAL DESCRIPTION

B. RELTAED WORK

C. RELATED DOCUMENTS

D. APPLICABLE PUBLICATIONS:

E. QUALITY ASSURANCE

F. AUTHORITY APPROVALS

G. AS-BUILT (RECORD) WORKING DRAWINGS

H. WORKING DRAWINGS

I. HISTORIC BUILDING ISSUES

J. SUBMITTALS

K. CLOSEOUT SUBMITTALS

L. SPARE PARTS

M. OPERATIONS AND MAINTENANCE MANUALS AND TRAINING

N. RELATED DOCUMENTS

O. GENERAL REQUIREMENTS

P. RELATED WORK

Q. STANDARD REFERENCES

R. DEFINITIONS AND ABREVIATIONS

S. GENERAL

1.2 GENERAL DESCRIPTION

A. The work of this section consists of the construction of automatic fire sprinkler protection for the entire building. The work will consist of wet-pipe automatic fire sprinkler protection for the majority of the building. Dry-pipe sprinkler protection will be provided for those spaces where freezing temperatures may be expected including exterior loading docks and back support spaces.

The work shall include preparation of working (field) drawings prior to installation.

B. It is intended that the work include deluge water mist sprinkler protection for the canyon side exterior and the roof. These will be manually activated via the electronic fire alarm system releasing network. Each system will be independently controlled from a manual releasing station located in the level one office near the check in desk. Each zone can be manually turned off at the valve manifold and reactivated by the valve is desired. Contractor bid submittals shall include a separate price for these exterior systems.

C. It is intended to provide a staff or site use water mist hose array that is connected to the wet pipe sprinkler zone. This will consist of hose cabinets, valves, lightweight fire fighting hose and mist fire fighting nozzles. Contractor bid submittals shall include a separate price for the manual hose system.

D. The Oregon Caves Chateau is a National Historic Landmark and the placement of all components requires the highest level of care to minimize the impact on aesthetics and historic building fabric.

In some instances this may require adjustments to standard component placement to avoid harm to the building. This design has been extensively reviewed and approved by NPS historic preservation and fire safety professionals and the visible components shall be installed as shown.

ORCA - 150025 21 31 00-2

E. Provide flow and tamper switches, inspector’s test and drain valves for all new and existing zones. Flow and tamper switches will be connected to the building fire alarm system by the fire alarm contractor.

F. The Chateau is a remote located structure and fire department response may require up to one hour. The construction period will represent an abnormally high risk to the structure and therefore it is imperative that fire protection be maintained for as much of the building as possible. Therefore careful coordination will be needed to maintain as much of the existing fire sprinkler system until the new system is installed, tested and commissioned.

G. The system design is based on the installation of complete new piping. However, recent testing of pipe materials have shown that high integrity still remains, owing to the quality of the materials that were used when the system was first installed. It is therefore a strong desire of this project to reuse as much of the original pipe as possible. However for Contractor bid purposes, all new pipe shall be assumed.

1.3 RELATED WORK

A. Fire Detection and Alarm System – Section 28-31-00

1.4 RELATED DOCUMENTS

A. Drawings FS2.B3 through FS2.05 applies to this section.

1.5 APPLICABLE PUBLICATIONS:

The publications listed form part of this specification to the extent referenced. The publications are referred to in the text by basic designations only.

A. Factory Mutual (FM Global)

• Approval Guide 2019

B. National Fire Protection Association (NFPA)

• 13-16 Installation of Sprinkler Systems

• 72-16 National Fire Alarm Code

• 914- 15 Code for Fire Protection in Historic Structures

C. Underwriter’s Laboratories (UL)

• Fire Protection Directory 2019

D. United States Department of the Interior

• Secretary of the Interior’s Standards for Treatment of Historic Properties (Preservation

Standards)

• NPS Director’s Order 58

ORCA - 150025 21 31 00-3

1.6 QUALITY ASSURANCE

A. Working drawings shall be prepared by a NICET Level III or IV Technician, or Registered

Professional Engineer with experience in fire protection systems design.

B. Contractor shall be regularly engaged in the installation of similar type automatic fire sprinklers systems and employ workers experienced and skilled in this trade. Persons installing these fire protection systems shall meet one or more of the following criteria:

• State or Municipal certified/licensed sprinkler contractor

• NICET Level II or higher

• As approved by the AHJ

C. The Contractor shall provide the names, locations and contacts for at least five (5) installations where the Contractor has installed similar systems, including at least three (3) projects in historic buildings.

D. The Contractor shall maintain a copy of NFPA 13-16 on site for reference.

1.7 AUTHORITY APPROVALS

A. The Contractor shall be responsible for submitting all field drawings to the COR for review. The

Contractor shall also be responsible for notifying the COR of instances where design modifications become necessary due to currently unknown factors. All changes shall be approved by the COR.

B. All working drawings shall be reviewed and approved by the NPS designated Fire Protection

Engineer prior to construction.

C. All drawings shall be reviewed and approved by the NPS Regional Structural Fire Manager or designee.

1.8 AS-BUILT (RECORD) WORKING DRAWINGS

A. On a daily basis the Contractor Superintendent shall review and record as-built conditions on a set of drawings maintained at the job site.

B. After completion, but before final acceptance of the work, furnish a complete set of as-built drawings for record purposes. The drawings shall be 22 inches by 34 inches on reproducible sepia with title block similar to contract documents.

C. An electronic version of the contract documents will be provided to the Contractor at the start of the project to assist with this effort

1.9 WORKING DRAWINGS

A. The Contractor shall produce working (field) drawings based on the engineering design provided in THE referenced drawings. These drawings have undergone extensive review by NPS authorities and have been approved as compliant with the Preservation Standards. All working

ORCA - 150025 21 31 00-4

drawings shall comply with this design unless otherwise approved by the COR and designated

Fire Protection Engineer.

B. The design is based on hydraulic calculations for NFPA Light and Ordinary Group I

Occupancies. Outside hose flows are based on Ordinary Hazard occupancies. Water mist calculations are based on the manufacturer’s requirements.

1.10 HISTORIC BUILDING ISSUES

A. The Oregon Caves Chateau is a designated National Historic Landmark and as such requires the highest level of care with respect to sprinkler design and installation.

B. The Contractor shall work closely with the COR and NPS Historical Architect to field establish the final field placement of all components that will be located in aesthetically sensitive areas.

C. The Contractor shall make no assumptions regarding the value of historic fabric and shall receive approval from the COR where deviations from the design become necessary due to unforeseen conditions.

D. All components shall be placed in accordance with the Preservation Standards.

1.11 SUBMITTALS

A. The Contractor shall prepare working drawings for the project based on the referenced drawings and architectural detail drawings.

B. Annotate descriptive data to show the specific model, type and size of each item the Contractor proposes to furnish.

C. Prepare working drawings on sheets sized 22 by 34 inches in accordance with the requirements for “Working Plans” as specified in NFPA 13 and in compliance with NPS Denver Service

Center (DSC) standards.

D. Include data for each system component including pipe, fittings, valves, sprinkler heads, hangers, seismic bracing and supports, and fire department connections.

E. Before work is commenced submit the design, calculations and manufacturer’s data to the COR for review and approval. Five (5) copies shall be provided.

F. The Contractor shall submit correspondence to the COR that verifies the fitters who will work with CPVC have been certified by the pipe manufacturer. If this certification is more than one year old, all fitters shall receive updated training and certifications shall be provided to the COR.

1.12 CLOSEOUT SUBMITTALS

A. As per General Conditions

1.13 SPARE PARTS

A. Extra sprinklers as per NFPA 13. Provide minimum of two of each type.

B. Provide sprinklers and wrenches in cabinet as per NPFA 13.

ORCA - 150025 21 31 00-5

1.14 OPERATIONS AND MAINTENANCE MANUALS AND TRAINING

A. At the project closeout the Contractor shall provide five (5) copies of the operations and maintenance data as required by Section 01785.

B. Manufacturer’s operation and maintenance data for the system equipment and components.

C. Provide final as-built drawings

D. Provide system operations and maintenance familiarity training to NPS and concessionaire maintenance personnel at the end of the project. This shall consist of two separate training sessions of a length necessary to insure staff are familiar with the systems.

PART 2 - PRODUCTS

2.1 SECTION INCLUDES

A. GENERAL

B. SPRINKLER HEADS

C. SPARE SPRINKLER CABINET

D. ALARMS

E. DRY-PIPE VALVE:

F. DELUGE VALVE

G. AIR COMPRESSOR

H. FIRE DEPARTMENT CONNECTION

I. ABOVE GROUND PIPE AND FITTINGS

J. VALVES

K. PIPE SUPPORTS

L. PIPE SLEEVES

M. IDENTIFICATION

N. ESCUTCHEON PLATES

O. PAINTING

P. WATER MIST FIRE HOSE SYSTEM

2.2 GENERAL

A. All sprinkler system components including but not limited to pipe, hangers, sprinklers, valves, releasing panels shall be American made.

2.3 SPRINKLER HEADS

A. Unless otherwise specified sprinkler heads shall have quick response, ordinary temperature classifications.

B. All sprinklers in closets, attics and non-public spaces shall have brass finish. Concealed sprinklers shall have custom factory applied color finishes as approved by architect. For estimating purposes, assume six (6) distinct finish colors will be required. All sprinklers shall be of the make and model designated on the drawings or COR approved equal. Finishes shall be

Architect and COR approved.

ORCA - 150025 21 31 00-6

C. All sprinkler escutcheon plates shall be provided factory primed white for field painting. Painting to be done by others.

D. Sprinklers located within air streams of unit heaters or other heat emitting devices or skylights shall be selected for proper temperature rating.

E. All attic level sprinklers shall be high temperature models.

F. All basement level sprinklers and sprinklers in storage rooms shall be equipped with protective guards.

G. Water mist sprinkler locations shall be placed in consultation with the COR and Fire Protection

Engineer.

H. All final finish colors shall be Architect designated and COR approved. Finishes shall be selected for aesthetic compatibility.

2.4 SPARE SPRINKLER CABINET

A. Furnish and install a metal cabinet containing a stock of spare sprinkler heads of the types and rating installed.

B. The cabinet shall be located adjacent to the main valves in the basement.

C. The number of sprinklers will be as required by NFPA 13.

2.5 ALARMS

A. Paddle type water flow switches. Provide and mount paddle type water flow switches for the wet pipe sprinkler system as indicated. Switches shall have sensitivity settings to signal any flow of water that equals or exceeds the discharge of one sprinkler head. Water flow mechanisms shall incorporate an instant recycling, adjustable retard element and shall be set with a 20 second delay.

Assembly shall be rated at 175 psi cold water pressure. Switches shall be compatible with the fire alarm equipment and shall be connected to the main fire alarm panel by the fire alarm contractor.

Switches shall be compatible with the respective piping to which it is mounted.

B. Pressure type switches. Provide and mount pressure type flow switches for dry pipe and deluge sprinkler systems. Switches shall be compatible with the fire alarm equipment and shall be connected to the main fire alarm panel by the fire alarm contractor. Switches shall be compatible with the respective component to which it is mounted

C. Valve supervisory switches. Valve supervisory switches shall be installed on sprinkler control valves. The switches shall be mounted so as not to interfere with the normal operation of the valve and shall be adjusted to operate within two revolutions of the valve control, or when the stem has moved no more that 1/5th of the distance from its normal open position. The mechanism shall be contained in a weather proof die cast aluminum housing that shall be provided with ½ inch tapped conduit entrance and incorporate the necessary facilities for attachment to the valve.

Switch housing shall be furnished in red baked enamel. The entire installed assembly shall be tamper proof and arranged to cause a switch operation if the housing cover is removed or if the unit is removed from its mounting. Devices shall be compatible with the fire alarm equipment

ORCA - 150025 21 31 00-7

and shall be connected to the main fire alarm panel by the fire alarm contractor. Switches shall be compatible with the respective component to which it is mounted.

2.6 DRY-PIPE VALVE:

A. Provide valve complete with accessories and appurtenances for the proper operation of the system.

B. Provisions shall be made to prevent excessive water columning.

C. Provide an approved quick opening device for each dry-pipe valve controlling a system having a capacity in excess of 500 gallons.

2.7 DELUGE VALVE (MIST EXTERIOR AND ROOF)

A. Provide valve complete with accessories and appurtances for the proper operation of the system.

B. Valve to be approved for use with the electronic fire alarm release panel/equipment. Fire alarm equipment to be provided by the fire alarm contractor.

C. Sprinkler Contractor and Fire Alarm Contractor to coordinate work to insure proper system function. System to operate by electric manual release at main control panel in Office Space 111 and adjacent to valves.

2.8 AIR COMPRESSOR

A. Provide approved automatic type, electric motor drive air compressors including pressure switches and piping.

B. Compressors shall be compatible with and approved for use by the dry-pipe valve manufacturer.

C. Compressors shall have a minimum capacity capable of charging the complete sprinkler system to normal air pressure within thirty (30) minutes.

D. Provide power via connection to dedicated circuit. Consult with COR for panel location.

2.9 FIRE DEPARTMENT CONNECTION

A. Fire department connections shall be wall mounted siamese type units in accordance with NFPA

13. Pipe finishes shall be brass.

B. Connections shall include check valves, automatic drips, caps and threads compatible with current local fire department practice.

C. Connections shall be anchored and provides with thrust blocks in accordance with NFPA.

D. Final locations shall be COR and National Park Service Regional Fire Structural Fire Manager approved.

2.10 ABOVE GROUND PIPE AND FITTINGS

ORCA - 150025 21 31 00-8

A. General: Provide fittings for changes in direction of piping and for all connections. Make changes in piping sizes through standard tapered, reducing pipe fittings; the use of bushing will not be permitted. Perform welding in shop or COR designated locations. Field welding will not be permitted. Jointing compound for pipe threads shall be PTFE pipe thread tape, applied to male threads. Thread paste shall not be used. Run piping as noted on drawings. Pipe shall be designed for 175 psi working pressure.

B. Steel pipe: Steel pipe shall be schedule 40 per ASTM A53 for all sizes. Schedule 10 shall not be permitted for any sections of the system. Cut pipe ends for galvanized pipe shall be coated as per manufacturer’s recommendations to resist corrosion. Rubber gasketed cut groove fittings shall be permitted in sizes 2.5 inches or larger. Use of restriction orifices, reducing flanges, and plain end fittings with mechanical couplings (which require steel gripping devices to bite into pipe when pressure is applied) will not be permitted.

C. Copper Tube: ASTM B88-96, Type L, hard drawn with brazed fittings. Tee-Drill type fittings shall be allowed.

D. Plastic Pipe: ASTM F442-96, chlorinated polyvinyl chloride (CPVC), UL Listed for working pressure of 175 psi. Pipe shall be specifically listed for sprinkler service.

E. Steel Pipe Fittings:

a. Threaded Cast Iron: ASME B16.4.92 Class 125, standard pattern with threads complying with

ASME B1.20.1-83.

b. Malleable Iron: ASME B 16.3-92, Class 150, standard pattern with threads complying with

ASME B1.20.1-83.

c. Cast Iron Flanged: ASME B16.1-89, Class 125, raised ground face, bolt holes spot faced.

d. Welded: Standard weight black iron.

e. Factory Wrought Steel Butt Welded Fittings: ASME B16.9-93

f. Factory Welded Ends for Pipe, Valves, Flanges and Fittings: ASME B16.25-97

g. Pipe Fittings of Wrought Carbon Steel and Alloy Steel for Moderate or Elevated

Temperatures: ASTM A234-96.

h. Steel Pipe Flanges and Flanged Fittings: ASME B16.11-96

i. Forged Steel Fittings, Socket Welded and Threaded: ASME B16.11-96

j. Grooved Couplings and Mechanical Fittings: Couplings shall be UL 213-93, AWWA C606-

87, ASTM A 536-84 ductile iron or ASTM A47-90 malleable iron with enamel finish and grooves or shoulders designed to accept grooved couplings. Synthetic-rubber gasket with central-cavity pressure responsive design and ASTM A 183-83 carbon steel bolts and nuts.

Grooved couplings are only acceptable for sizes 3 inch and greater and only where they are visually accessible. They shall not be used in any location that will be concealed in wall or ceiling spaces, or where visible in public spaces.

F. Copper Pipe Fittings:

a. ASME B16.22-95, wrought copper and ASME B16.18-84 cast copper alloy soldered or brazed connections.

b. Grooved couplings and Mechanical Fittings: UL 213-93, AWWA C 6060-87, ASTM A 536-

84 ductile iron or ASTM A 47-90 malleable iron, with enamel finish and grooves or shoulders designed to accept grooved couplings. Synthetic rubber gasket with central cavity, pressure responsive design, and ASTM A 183-83 carbon steel bolts and nuts. Coupling housing design shall be such that entire housing is isolated from the system to prevent galvanic action.

ORCA - 150025 21 31 00-9

c. Joints: ASTM B32-96 solder metal, 95-5 tin-antimony, alloy grade Sb5.

d. Fluxes: ASTM B813-93, liquid or paste type

G. Plastic Pipe Fittings:

a. CPVC fittings UL listed for fire sprinkler service

b. Threaded ASTM F437-96, Schedule 80

c. Socket ASTM F439-96, Schedule 80

d. Solvent cement: Primer and solvent cement manufactured by pipe and fitting manufacturer for joining sprinkler piping.

2.11 VALVES

A. Valves shall be UL Listed or FM approved for fire sprinkler systems.

B. Gate valves: Indicating type with indentation in valve stem for monitor switch.

a. 2 inch and smaller: UL 262-94, 175 pound non-shock WWP, cast bronze, threaded ends, solid wedge, outside screw and yoke, rising stem.

b. 2-1/2 inch and larger: UL 262-94, 200 pound, non-shock, WWP, iron body, resilient wedge, epoxy coated interior and exterior, outside screw and yoke, rising stem. Provide replaceable bronze wedge facing rings and flanged ends.

c. Ball Valves: 2 inch and smaller, 175 pound WWP, two piece bronze body, full port, chrome plated ball, reinforced TFE seats and stem seal, blowout proof stem, threaded ends, UL listed or

FM approved.

C. Butterfly Valves

a. Wafer/Lug: 250 pound, non shock WWP, iron body, lug or wader body, nickel plated iron disc, resilient seat, gear operator with position indicator, accepts internal or external supervisory switches.

b. Grooved; 175 pound, non shock, WWP, epoxy coated iron body, resilient disc gear operator with position indicator, grooved end connections.

D. Swing Check Valves

a. 2 inch and smaller: 200 pound non shock WWP bronze body, screwed bonnet, regrinding type, renewable disc, with threaded connections.

b. 2-1/2 inch and larger: UL 312-93, 175 pound, non shock, WWP, iron body and bolted bonnet, horizontal swing, renewable seat and disc, bronze or cast iron disc with bronze disc ring and flanged ends.

E. Wafer: 2-1/2 inch and larger: UL 213-93, 175 pound non shock, WWP, iron body, double spring-loaded bronze alloy discs, resilient seal, stainless steel spring and hinge pin.

F. Globe Valves:

a. Straight Pattern: 2 inch and smaller: ASTM B62-93, 175 pound non shock, WWP, bronze body, screwed bonnet, integral seat, renewable disc, rising stem, UL listed for trim and drain use.

ORCA - 150025 21 31 00-10

b. Angle Pattern: 2 inch and smaller: ASTM B62-93, 175 pound non shock, WOG, bronze body, screwed bonnet, integral seat, renewable disc, rising stem, UL listed for trim and drain use.

G. Automatic Ball Drip: UL 1726-93, FM approved bronze automatic drain valve, ¾ inch spring loaded, ball check device with threaded ends.

H. Sprinkler Zone Control Valves – 2.5 inch or less:

a. Milwaukee Valve BB-SC Butterball Slow Close Valve

b. Provide internal tamper switch for connection to fire alarm system.

2.12 PIPE SUPPORTS

A. Size in accordance with NFPA 13.

B. Provide seismic bracing and restraints in accordance with NFPA 13.

2.13 PIPE SLEEVES

A. Sleeves in Masonry and Concrete Walls, Floors, and Roofs: ASTM A53-96, Schedule 40, or standard weight, zinc-coated steel.

B. Sleeves in Partitions, Walls, Floors, and Roofs Other Than Masonry and Concrete: Zinc-coated steel sheet having a nominal weight of not less than 0.90 pound per square foot.

C. Sleeves shall be compatible with CPVC where this pipe is used.

D. Sleeves shall be compatible with copper tube where this pipe is used.

2.14 PRESSURE GAUGES

A. 3-1/2-inch dial type, with maximum limit not less than twice the normal working pressure.

B. Pressure gauges shall be provided by and approved for use by the fire sprinkler manufacturer

2.15 IDENTIFICATION

A. Tags: As specified in NFPA 13

B. Signs: Red and white signs of baked porcelain enamel. Signs shall have corner holes or slots for attachment.

2.16 INSPECTOR’S TEST CONNECTION

A. Accessible test connection valve and orifice, equal in size to smallest sprinkler installed.

Acceptable product: Victaulic Style 720

2.17 ESCUTCHEON PLATES

A. One-piece or split-hinge metal plates for piping passing through floors, wall, and ceilings in exposed areas. Provide paint finish in all areas.

ORCA - 150025 21 31 00-11

B. Escutcheon plates shall be flush to the wall. Adjustable escutcheons shall not be allowed.

2.18 PAINTING

A. All painting will be performed by others.

2.19 WATER MIST FIRE HOSE SYSTEM

A. Provide water mist fire hose cabinets as shown on the drawings and connected to the wet pipe sprinkler zone.

B. Nozzles – Telesto Hose Reel Nozzle. Contractor to insure that hose and nozzle couplings are ordered for proper compatibility.

C. Hose - Mercedes Textiles “Fire Break II” 25 mm (1 inch) diameter. Each cabinet shall have 30 meters (100 feet) of hose.

D. Cabinet – Potter Roemer FRC 1600 Series with valve. Finish to be Architect and COR approved.

Model 1654 - Surface mount in locations FHC-1-A, FHC-1-B, FHC-2-A, FHC-2-B, FHC-1-A, FHC-1-B.

Model 1604 Recessed mount in all other locations

PART 3 - EXECUTION

3.1 SECTION INCLUDES

A. GENERAL COPPER PIPE

B. PLASTIC PIPE

C. EARTHQUAKE PROTECTION

D. PIPE SUPPORTS

E. PIPE SLEEVES

F. ESCUTCHEON PLATES

G. DRAINS

H. INSPECTOR’S TEST CONNECTION

I. FIRE DEPARTMENT CONNECTION

J. VALVE SUPERVISION

K. FLOW ALARMS

L. EXTRA SPRINKLER HEADS

M. FINISHES

N. PRELIMINARY TESTS:

O. FORMAL INSPECTION AND TESTS.

P. INSTRUCTION MANUALS:

Q. INSTRUCTION CHARTS

R. IDENTIFICATION.

S. TRAINING

3.2 GENERAL

ORCA - 150025 21 31 00-12

A. Equipment, materials, installation, workmanship, examination, inspection and testing shall be in accordance with NFPA 13, except as modified herein. Install piping straight and true to bear evenly on hangers and supports. Keep the interior and ends of new piping and existing piping affected by Contractor’s operations thoroughly cleaned of water and foreign matter. Keep piping systems clean during installation by means of plugs or other approved methods. Inspect piping before placing into position.

B. Piping and sprinkler layouts shown on the drawings are schematic and intended to be used for bidding purposes only. Field verify exact pipe routing and quantities of sprinklers required to suit actual conditions in the building. Coordinate sprinkler piping with work of other trades.

Locations for duct work, plumbing, electrical work, and lighting fixtures shall take precedence over space for sprinkler piping and heads.

C. Coordinate piping with architectural details. All sprinkler piping routes shall be approved by the

COR prior to installation.

D. Install sprinklers in suspended ceilings in center of acoustical panels and tiles where they exist.

E. Piping shall be exposed or concealed as shown on the drawings. Route piping is new soffits where shown on the drawings. Soffits to be constructed by others.

F. Route piping in wall channels where shown on drawings. Channeling to be done by others.

Sprinkler contractor shall coordinate channel locations with restoration contractor.

G. Install piping straight and true to bear evenly on hangers. All dry pipe and deluge lines pitched as per NFPA 13.

H. Maintain maximum possible headroom in areas where piping is exposed.

I. Provide sway bracing and flexible joints in accordance with NFPA 13.

J. Ream cut pipe ends to the full pipe diameter.

K. Screwed Connections: Use true taper full V-threads.

L. Provide sprinkler guards where shown on the drawings.

3.3 COPPER PIPE

A. Construct solder joints according to ASTM B828-92 and CDA Copper Tube Handbook.

B. Fabricate mechanically formed outlet joints according to manufacturer’s recommendations.

C. Joints to be soldered in place shall be accessible for proper preparation, assembly, heating, cooling, cleaning, and inspection.

D. Clean the outside of all joints after soldering. Remove any residue and visually inspect each joint.

3.4 PLASTIC PIPE

ORCA - 150025 21 31 00-13

A. Install pipe and fittings in accordance with manufacturer’s recommendations. Use listed threaded or flanged transitions to connect plastic pipe to steel pipe, valves, and appurtenances. Use Teflon thread tape in making threaded connections. Install unions in accessible areas only. Do not assemble piping systems when the temperature is below 40 degrees F or above 100 degrees F.

B. Brace pipe against vertical lift-up at hanger closest to each sprinkler head. Brace with standard band, split-ring, or wrap-around hanger. Position threaded support rod to 1/16 inch above pipe.

C. Install plastic sprinkler systems so that piping is not exposed to heat producing sources, such as light fixtures, ballasts, etc. Do not position pipe directly over open grilles.

D. Use compatible fire seals where it will come in contact with piping.

3.5 EARTHQUAKE PROTECTION

A. Install sprinkler system to minimize pipe breakage during an earthquake.

B. Provide clearance around all pipes extending through walls, floors, foundations as per seismic requirements.

C. Sway bracing. Support system piping to resist both lateral and longitudinal loads in accordance with NFPA 13.

3.6 PIPE SUPPORTS

A. Install hangers in accordance with NFPA 13-07. For unique locations install as per architectural details drawings. Slight variations may be necessary to avoid harm to building fabric and comply with the Preservation Standards.

B. Use copper or plastic coated hangers to support copper pipe.

3.7 PIPE SLEEVES

A. Install where piping passes through walls, floors, ceilings roofs and partitions.

B. Sleeves shall pass through the entire thickness of walls, floors, ceilings, roofs and partitions.

C. Provide not less than ¼ inch space between exterior of piping or pipe insulation and the interior of the sleeve.

D. Firmly pack the space with insulation and seal at both ends of sleeve.

E. Seal annular space with fire sealant where sleeves pass through fire rated assemblies.

F. Where CPVC pipe is used the seals shall be compatible with the pipe and approved for use by the pipe manufacturer.

3.8 ESCUTCHEON PLATES

A. Install escutcheon plates at all exposed pipe penetrations other than attics, crawlspaces or normally inaccessible locations.

ORCA - 150025 21 31 00-14

B. Securely anchor plates in place with set screws or other approved means.

3.9 DRAINS

A. Install drain network adjacent to all risers as shown on the drawings

B. Route drains to outside or inside locations a shown. Size in accordance with NFPA 13. Arrange auxiliary drains as necessary.

C. Drain locations shall be COR approved.

3.10 INSPECTOR’S TEST CONNECTION

A. Install test connections with one inch pipe and unsupervised gate valve.

B. Locate valve within five feet of floor unless otherwise approved by the COR.

3.11 FIRE DEPARTMENT CONNECTION

A. Install as shown on the drawings. Final location to be COR approved. Route drains from ball drip to suitable drain.

B. Route pipe as shown on the drawings.

3.12 VALVE SUPERVISION

A. Monitor all water supply shutoff valves in an open position with valve supervision.

B. Connect to alarm system. This shall be undertaken by the fire alarm contactor in coordination with the sprinkler contractor

3.13 FLOW ALARMS

A. Connect flow switches to the alarm. This shall be undertaken by the fire alarm contactor in coordination with the sprinkler contractor.

3.14 EXTRA SPRINKLER HEADS

A. Mount cabinet with extra sprinkler heads and special sprinkler head wrenches near the main valves in the basement.

3.15 FINISHES

A. Repair, seal, coat exposed threads, wrench marks, and abrasions on galvanized or protected steel pipe and fittings.

B. Clean dirt and debris from sprinklers.

C. Replace sprinklers with paint other than factory finishes applied

ORCA - 150025 21 31 00-15

3.16 PRELIMINARY TESTS:

A. Hydrostatically test in the presence of the COR new piping and new connections to existing piping at 200 psi for a two hour period with no leakage or reduction in gauge pressure.

Hydrostatic pressures shall not be maintained on piping overnight.

B. Flush piping with potable water in accordance with NFPA 13. Piping above suspended ceilings shall be inspected, tested and approved before the installation of ceilings. Piping in walls shall be inspected before wall repairs.

C. Test the alarm and other devices by flowing water through the test connection.

D. When tests are completed and corrections made submit a signed and dated certificate, similar to that specified in NFPA 13 with a request for a formal inspection.

3.17 FORMAL INSPECTION AND TESTS.

A. The COR shall be notified by the Contractor and shall witness all tests and approve systems before they are accepted.

B. Submit request for a formal inspection at least three working days prior to the date of inspection.

C. A competent representative of the Contractor shall be present at the inspection. At the inspection any and all of the required tests shall be conducted by the Contractor at his own expense and additional tests made until it has been demonstrated that the systems comply with all contract requirements

D. The Contractor shall furnish all appliances, equipment, instruments, connecting devices and personnel for the tests.

3.18 INSTRUCTION MANUALS:

A. Upon completion of the project furnish five (5) instruction manuals containing complete operation and maintenance instructions for specific make and models of all components.

3.19 INSTRUCTION CHARTS

A. Provide permanently mounted plastic covered charts next to the main valves in the basement.

B. Charts shall describe the operation and maintenance of the entire system including recommended frequency of maintenance and testing.

3.20 IDENTIFICATION

A. Identify and label valves and indicating control valves. Attach caution signs to all valves controlling water to sprinkler system in accordance with NFPA 13

B. Label inspector’s test and drain lines.

C. Mount hydraulic design information plate at the main valves.

ORCA - 150025 21 31 00-16

3.21 TRAINING

A. Provide eight (8) hours of instruction to NPS personnel, hotel personnel, operations, maintenance and NPS and Engineer at the completion of the project. This shall be undertaken in two identical sessions to reach all responsible persons.

B. Include instructions on locating valves and drains, pipe routing and maintenance

END OF SECTION

ORCA - 150025

031414

22 00 00 - 1

PLUMBING GENERAL REQUIREMENTS

SECTION 22 00 00 – PLUMBING GENERAL REQUIREMENTS

1.1 RELATED DOCUMENTS

A. Division 01.

B. The requirements of the General Conditions and Supplementary Conditions.

1.2 SUMMARY

A. Furnish and install a complete (fully tested, adjusted, and ready for operation) plumbing system as described by the Contract Drawings and Specifications.

B. The design described in the Project documents reflect a building designed for low consumption of energy and water and minimum environmental footprint. Any modifications to the systems described herein shall maintain or improve on the sustainability and energy efficiency features of the project.

C. All design modifications that pertain to system selection, system energy efficiency, water and energy use, material selection and indoor air quality issues shall require the approval of Integral

Group.

D. Include incidental details not usually shown or specified, but necessary for proper installation and operation.

E. Check, verify, and coordinate Work with Contract Drawings and Specifications prepared by all other trades. Include modifications, relocations, and adjustments necessary to complete work or avoid interference with other trades.

F. Where architectural features govern location of Work, refer to Architectural Drawings.

G. Contractor may install additional piping, fittings, and valves, not shown on the drawings, for testing purposes or convenience of installation. Where such materials are installed, they shall comply with the specifications and shall be properly sized for the system and operation.

Remove such installed materials when they interfere with design conditions or as directed by the Architect.

1.3 CODES AND STANDARDS

A. All work and materials shall be in full accordance with the latest local rules and regulations, applicable sections of the National Parks Service, Oregon State Codes and all Federal and State requirements. Nothing in these Plans and Specifications is to be construed to permit work not conforming to these requirements.

22 00 00 - 2

B. Wherever the Specifications call for or describe materials or construction of better quality or larger sizes than are required by the above rules and regulations, these Specifications shall govern. Should there be any direct conflict between the above rules and regulations and the

Specifications the rules shall govern.

C. Equipment shall have UL label listing.

1.4 DRAWINGS

A. Layout of the equipment and work is diagrammatic, unless specifically dimensioned. Drawings and details shall be checked for interferences before installing the work. Any interference noted between different drawings, and between drawings and actual field conditions shall be brought to the attention of the Architect and Engineer of Record for a decision. The right is reserved to make any reasonable change in location of equipment without additional expense to the Owner.

B. For purposes of clarity and legibility, drawings are diagrammatic to the extent that many offsets, bends, special fittings, exact locations of items are not indicated, unless specifically dimensioned. Exact routing of piping and locations of equipment shall be governed by structural conditions and obstructions. Contractor shall make use of all data in Contract

Drawings and Specifications and field conditions.

C. In the event a major re-routing of a system appears necessary, Contractor shall prepare and submit for approval, shop drawings of the proposed rearrangement. Because of the diagrammatic nature and small scale of the Contract Drawings, all necessary offsets, adjustments, and transitions required for the complete installation are not shown. Contractor shall carefully investigate the structural and finish conditions affecting all the Work and shall arrange such Work accordingly, furnishing such fittings, equipment, accessories, etc., as may be required to meet such conditions, at no increase in Contract Sum.

D. The construction documents for this project were prepared by the design team using BIM

(Building Information Modeling). Using this software by the design team does not relieve the

Contractor from performing the necessary coordination to provide complete, code compliant and operational building systems. The plans and sections provided are diagrammatic and show the design intent, these are not intended to be used for fabrication or installation. Contractor is responsible for generating shop drawings for fabrication that meet the design intent as shown on the Contract Documents. The exact location of the piping, electrical and support components are to be determined by the Contractor. All building sections and details provided are for information only and do not relieve the Contractor from performing final coordination.

Contractor is responsible for coordinating with all other trades.

E. All dimensions and locations of equipment, doors, partitions, etc., are to be taken from the architectural plans but shall be verified at the site.

1.5 SUBMITTALS

A. See Division 01 “Administrative Requirements”, for submittal procedures.

22 00 00 - 3

B. Plumbing and related submittals are, in addition, subject to the requirements of this Article. In the event of a conflict between the requirements of Division 01 and this Article, the requirements of this Article shall supersede and take precedence over those of Division 01.

C. Engineer of Record will review submittals and provide comments within the following timeframe after receipt by the Engineer:

1. For typical submittals, allow 10 working days.

2. For large or complex submittals, allow 15 working days. Determination of “large and complex” submittal shall be at the discretion of the Engineer of Record.

3. Do not send Engineer of Record more than 10 submittals in a contiguous period of

5 working days. If excess submittals are received, review period will be extended as necessary to perform proper review. Submittals will be reviewed in priority determined by Engineer of Record in consultation with Architect and Contractor.

4. These submittal review periods supersede and take precedence over periods defined in

Division 01, unless Division 01 allows for longer review periods.

5. Submittal review periods shall not be reduced from the times herein except by agreement with the reviewing entity, in advance and in writing.

D. Submittal documentation and drawings shall consistently use the same abbreviations, symbols, nomenclature and identifiers. Use the same identifiers (e.g. equipment tags) used in Contract

Drawings.

E. Submittals shall be provided in digital format.

1. Provide a separate file for each submittal. For submittal packages, provide a separate file for each subsection (e.g. hardware cutsheets and shop drawings for the same Section shall be provided as separate files).

2. Product cutsheets, test forms and other text documents shall be provided in word searchable digital format. Acceptable formats are MS Word, PDF (generated from another electronic document and word-searchable; scans of paper documents are not acceptable), and HTML; other formats require approval prior to submission.

3. Drawings and schematics shall be provided in PDF format and in AutoCAD compatible format.

4. Scanned paper documents are not acceptable

a. Exception: original signed documents, such as qualifications, inspection certificates, and warranty documents.

5. Hardcopy (paper) submittals are not acceptable and shall not be provided except as noted in Article 1.2).

6. Submittals provided in the wrong format will be returned without action.

F. Submission and Resubmission Procedure

1. Optional Pre-Submittals: At Contractor’s option, material may be submitted unofficially via email directly to the Engineer of Record for review and comment prior to formal submission. Comments provided by the Engineer are not official and may be changed or additional comments may be provided on the formal submittal. The intent of pre-submittals is to reduce paperwork and review time, and to provide a venue to discuss technologies, products, designs or implementation strategies that are novel or unique.

2. Each submittal shall have a unique serial number that includes the associated

Specification Section followed by a number for each sub-part of the submittal for that

Specification Section, such as SUBMITTAL 220000-01. There is no requirement to assign particular serial numbers to any specific submittals – serial number assignment is

22 00 00 - 4 arbitrary. The only requirements are that the serial numbers be sequential (to avoid confusing gaps) and, most importantly, consistent across all submittal correspondence.

3. Each resubmittal shall have the original unique serial number plus unique revision number such as SUBMITTAL 220000-01 REVISION 1.

4. Submit one copy of submittal in electronic format specified in Paragraph 1.5E.

Submissions made in the wrong format will be returned without action.

5. Include with each submittal and resubmittal a copy of the relevant specification section(s) noting on each paragraph and sub-paragraph(s) the following:

a. CONFORMS: Contractor has verified that the submitted product conforms to the noted requirement(s).

b. CONFORMS AS NOTED: Contractor has verified that the submitted product conforms to the noted requirement(s) by means of being equal to or higher quality and / or performance.

c. NON-CONFORM: Contractor has verified that the submitted product does not conform to the noted requirement(s) and delineates each deviation from the specification requirements.

d. NOT APPLICABLE: Contractor has verified that the noted requirement(s), in their opinion do not apply to this product, delineating the reasons for this decision.

e. Include with each submittal and resubmittal a copy of the relevant specification section(s) the printed name of the contractor reviewer, their signature, the company name, and date of review.

6. Revise submittal

a. Respond to all comments:

1) Revise initial submittal to resolve review comments and corrections.

2) Provide complete responses to comments or suggestions which are not practical to implement in the opinion of the Contractor.

b. Indicate any changes that have been made other than those requested.

c. Clearly identify resubmittal by original submittal number and revision number.

d. Resubmittals that are not responsive to all comments will be returned without action.

7. Resubmit revised submittals until no exceptions are taken.

8. Once submittals are accepted with “No Exceptions Taken” or “Approved As Noted”, provide:

a. Complete submittal of all accepted drawings and products in a single electronic file.

b. Copies for coordination with other trades, if and as required by the General

Contractor or Owner’s Representative.

G. Submit shop drawings, a list of proposed material and equipment manufacturers and the names of Subcontractors.

H. Shop drawings shall be provided for all plumbing systems for all floors of the building.

Plumbing shop drawings shall also be provided for the underslab systems (under the foundation slab) and slab-embedded systems such as floor drains.

I. Materials and methods with which the words “for approval” or “approved” are used, and materials and methods which differ from those specified, shall be submitted.

J. Prepare and submit shop drawings, sections, details and diagrams to minimum scale 1/4” =

1’-0”. Drawings shall be coordinated, dimensioned and indicate equipment, pipe, duct, fire

22 00 00 - 5 protection, and electrical in relation to architectural and structural features. Include minor piping, drains, air vents, etc. Indicate exact locations and elevations of valves, piping specialties, access doors, dampers, etc. Electronic submittal is encouraged.

K. Submit manufacturer’s specifications, product source, data sheets, certified equipment…