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BASIC PLUMBING REQUIREMENTS
SECTION 15010
BASIC PLUMBING REQUIREMENTS
PART 1 - GENERAL
1.01 SECTION INCLUDES
A. Basic Mechanical requirements specifically applicable to Division 15 Sections.
B. Requirements of Division 1 Specifications, General Provisions of the Contract and General and Supplementary
Conditions apply to this Division.
1.02 REFERENCES
A. AGA: American Gas Association.
B. ANSI: American National Standards Institute.
C. ARI: American Refrigeration Institute.
D. ASHRAE: American Society of Heating Refrigeration and Air Conditioning Engineers.
E. ASME: American Society for Mechanical Engineers.
F. ASTM: American Society for Testing and Materials.
G. AWWA: American Water Works Association.
H. FM: Factory Mutual
I. IRI: Industrial Risk Insurers
J. MSS: Manufacturer's Standardization Society of the Valve and Fitting Industry.
K. NEMA: National Electrical Manufacturers' Association.
L. NFPA: National Fire Protection Association.
M. SMACNA: Sheet Metal and Air Conditioning Contractors' National Association.
N. UL: Underwriters' Laboratories, Inc.
1.03 SUBMITTALS
A. Submit under provisions of Division 1.
B. Include Products as specified in the individual sections of Division 15.
C. Submit shop drawing and product data grouped to include complete submittals of related systems, products, and
accessories in a single submittal for approval by Architect and Engineer prior to purchasing and installation.
D. Submit copies of shop drawings in accordance with Division 1, including:
1. Facility Management system Including automatic control drawings.
2. Fire protection systems.
E. Brochures: Submit manufacturer's product data and brochures including:
1. Complete descriptions.
2. Illustrations.
3. Rating data, accessories, dimensional data, and applicable options and features marked for the specific items
scheduled on drawings and specified herein.
4. Capacities stated in the terms specified.
5. Performance curves for all air handling units fans and pumps.
6. The third time review of any submittal by the architect/engineer will incur a back charge to the contractor at a
rate of $150.00 per hour, minimum one hour charge.
1.04 REGULATORY REQUIREMENTS
A. Florida Building Codes - 2010 Edition.
B. NFPA 99: Healthcare Facilities. (2005)
C. NFPA 101: Life Safety Code. (2009)
D. The Facility Guidelines Institute Guidelines for Design and Construction of Healthcare Facilities - 2010 Edition.
E. Special regulations, supplement, and amendments of the State and /or local authorities having jurisdiction.
F. Comply with the applicable edition date of each regulation as adopted by the authorities having jurisdiction.
1.05 PROJECT /SITE CONDITIONS
A. Plumbing layouts indicated on drawings are diagrammatical and intended to show relative positions and
arrangement of equipment, ductwork and piping. Coordinate mechanical work with other trades and measurements obtained
at the job site, as applicalbe, prior to installation. Generally, Install work in locations shown on Drawings, using as
necessary, rises, drops, offsets and transitions to fit in the available space unless prevented by Project conditions.
B. If prevented by project conditions, prepare drawings showing proposed rearrangement of Work, including changes to
Work specified in other sections. Obtain permission of owner, architect and engineer before proceeding.
C. Place anchors, sleeves, and supports prior to pouring concrete or installation of masonry work.
D. Cause as little Interference or interruption of existing utilities and services as possible. Schedule work which
will cause interference or Interruption in advance with Owner, authorities having jurisdiction, and all affected trades.
E. Determine sizes and verify locations of existing utilities on or near site.
F. Keep roads clear of materials and debris.
G. Visit site and be informed of conditions under which Work must be performed.
H. Locate equipment requiring periodic servicing so that it is readily accessible. Provide means of service access,
following appropriate manufacturer's recommended service clearance space or, as applicable, means of access using duct,
wall, or ceiling access doors.
I. Install ductwork and piping to leave sufficient space for AHJ Inspection of wall construction.
1.06 FEES AND PERMITS
A. Obtain and pay for all necessary permits and inspection fees required to perform Division 15 work.
1.07 COORDINATION DRAWINGS
A. Prior to commencement of installation, prepare coordination drawings for work under this division, as specified
in Division 1, in full cooperation with persons performing work under other Divisions, including but not limited to
mechanical, electrical, plumbing, fire protection, structural, and miscellaneous steel.
B. Drawings shall not be formally submitted but shall be kept on site for reference and up dated for record
drawings. Notify architect/engineer of conflicts that cannot be resolved.
C. Coordination Drawings shall be prepared to include the following:
1. Drawn to a scale of 1/4" = V -0 ".
2. Room dimensions.
3. Sheet size matching contract documents.
4. Show equipment, columns, and beams.
5. Construction details of plenums and casings.
6. Concrete pad and foundation layouts including anchor bolt and sleeve locations.
7. Dimensioned floor drain locations.
8. Wall mounted equipment.
9. Plumbing piping 3" and larger, with elevations from finished floor to bottom of pipe.
10. Space allocation for conduits and cable trays.
11. Ceiling height.
1.08 COMPLETENESS OF WORK
A. The Contract Documents depict mechanical, fire protection, and plumbing systems which are intended to be complete
and functioning systems. All products, materials, and labor necessary to render a fully functional system to fulfill
the design Intent shown on the documents shall be provided by the Contractor.
B. Catalog numbers referenced throughout the Division 15 Drawings and Specifications are intended to convey a
general understanding of the type and quality of the product required. Where written descriptions differ from
information conveyed by a catalog number, the written description shall govern. No extra shall be allowed because a
catalog number is found to be incomplete or obsolete.
1.09 REFERENCE STANDARDS AND DEFINITIONS
A. Comply with provisions of Division 1.
1.10 PRODUCT SUBSTITUTIONS
A. Comply with provisions of Division 1.
1. All substitution requests shall be submitted 10 business days prior to bid opening.
1.11 RECORD DRAWINGS
A. Provide record drawings that illustrate the work of Division 15 as finally constructed. Final record drawings
shall be prepaid by the contractor in AutoCad or MicroStation format. All field revisions to the contract documents
shall be clouded and identified. Deliver the bond sets of final record drawings to the architect/engineer for review.
1. Record drawings shall be up to date for review by architect/engineer prior to each request for pay application.
2. Record drawings prepared by the contractor in AutoCad or MicroStation format shall become part of the close out
documents.
B. Record drawings shall reflect all changes made to the Contract Documents, whether generated by addenda, RFI's -
request for information, change orders, or field conditions. Maintain a dally record of these changes and keep current
set of drawings showing these changes. Changes shall include isometric riser diagram changes.
C. Deliver record drawings to architect/engineer within 30 days of Substantial Completion.
1.12 OWNING AND OPERATING MANUALS
A. Comply with the requirements of Division 1 for owner as part of closeout documents.
B. Manuals shall include clear and comprehensive instructions with appropriate graphics and project specific marked
data to enable owner to operate and maintain all systems specified in this Division.
C. Copies of approved submittals on furnished equipment shall be Included as well as final TAB reports.
1.13 TRAINING
A. Contractor shall provide the owner with training of all equipment and systems prior to completion of project.
Contractor shall coordinate all training required with owner.
MATERIALS AND METHODS
SECTION 15050
BASIC MATERIALS AND METHODS
PART 1 - GENERAL
1.01SECTION INCLUDES
A.Basic materials and methods, along with Division 1, General Provisions, specially applicable to all Division 15
Sections.
1.02RELATED WORK
A.Divislon 1: Cutting and Patching.
B.Divislon 1: Shop Drawings, Product Data, and Samples.
C.Division 1: Storage and Protection.
D.Division 1: Product Options and Substitutions.
E.Divislon 1: Project Record Documents.
F.Division 2: Utilities Excavating and Backfilling.
G.Division 3: Concrete
H.Division 6: Rough Carpentry. (Wood blocking in walls required for attaching mechanical items.)
I.Division 7: Flashing and Sheet Metal. (Flashing for mechanical items penetrating walls and roof.)
J.Division 7: Firestopping.
K.Division 8: Hollow Metal Doors and Frames. (Louvers and grilles installed in hollow metal doors.)
L.Division 9: Painting.
S.Painting of pipe other than medical gas systems.
M.Division 16: Electrical
1.031TEMS TO BE FURNISHED FOR INSTALLATION UNDER OTHER DIVISIONS
A.Wail and ceiling access doors. Install under Division 8.
1.040WNER FURNISHED INFORMATION
A.To the extent the Owner has performed and made available as Owner Furnished Information an Infection Control Risk
Assessment (ICRA), the Contractor shall execute all requirements of the Contract Documents in accordance with the ICRA,
and shall perform and provide all labor, materials and supervision to execute the specific infection control measures
Identified therein.
B.The Contract Documents do not necessarily depict all the work required by the ICRA, nor are the Contract Documents
responsible for the information contained in the ICRA. The Contractor shall request, and obtain if available, the
Owner's ICRA documentation, become familiar with its requirements and perform all work accordingly.
PART 2 - PRODUCTS
2.02 WALL AND CEILING ACCESS PANELS
A.Style and type as required for material in which installed.
B.Size: 24 "x24" minimum, as indicated, or as required to allow inspection, service and removal of items served.
C.14 gauge minimum sheet metal for doors, 16 gauge frames of cadmium- plated or galvanized construction. Doors shall
have expanded plaster rings where located in plaster walls or flanged finish where located In drywall or block
construction.
D.Panels shall have spring hinges with screwdriver locks in non - public areas. Key lock, keyed alike, for panels in
public areas.
E.Prime painted or rust inhibitive paint finish.
F.UL labeled when in fire -rated construction, 1 -1/2 hour rating.
G.Provide in walls, floors, and ceilings to permit access to all equipment and piping requiring service or
adjustment. Examples of such equipment needing access are fire and /or smoke dampers, mechanical system valves, and
equipment needing periodic or replacement maintenance.
H.Furnish and locate access panels under this Division. Coordinate with trades who are responsible for building
system in which panels are to be installed.
(.Acceptable manufactures: Miicor, Nystrom, Karp, I.L. Industries, or Williams Brothers.
1.For masonry and drywall construction: Miicor Style M.
2.For plastered masonry walls and ceiling: Miicor Style K.
3.For ceramic tile or glazed structural tile: Use stainless steel panels.
2.03 NAMEPLATES AND TAGS
A.Acceptable manufacturers: Seton Nameplate Corporation, Marking Services Inc. or equal.
B.Rigid plastic, "Setonite" or bakelite with engraved lettering, minimum 1/2" high.
C.Brass tags, at least 1 -1/2" inches in diameter, with alpha- numeric I.D., permanently stamped black filled letters
showing the service, and black filled numbers showing the valve or equipment number. At substantial completion, a
schedule of all valves shall be submitted to the owner. All valve tags shall identify areas served.
2.03 PIPE MARKERS
A.Plastic Pipe Markers: Factory fabricated, flexible, semi -rigid plastic, preformed to fit around pipe or pipe
covering. Seton Snap On or equivalent.
B.Provide weather proof labels outdoor vinyl on all exterior piping.
C.Medical gas piping labels shall be roll form Medical gas pipe markers for piping up to 3/4" and Model 85M and 12
for piping 1" and larger. Seton or equivalent.
2.04 PAINT
A.Acceptable manufacturers: Sherwin - Williams, Porter, or equal.
B.Coordinate paint and preparation materials with requirements of Division 9.
PART 3 - EXECUTION
3.01EXCAVATING AND BACKFILLING
A.Contractor shall review Division 2 and shall perform excavation and backfiiling in accordance with the most
stringent requirements. Contractor shall request clarification before proceeding if there are conflicting instructions.
B.Contract Documents show the approximate location of underground utilities known to exist in the area of
construction. Contractor shall determine the exact location of utilities
1.1-ocate and uncover existing utilities which require new connections before trenching In the vicinity of indicated
utility connection.
2.Clear all vegetation and other objectionables material from the area required for the excavation and backfill
operations. Disposal of material removed by the clearing operation shall be approved by the governing ordances.
C.Provide trenching, excavating, and backfilling necessary for performance of work indicated In Contract Documents.
D.Excavate to depths indicated on the drawings or as necessary to permit the installation of pipe, bedding,
backfill, structures or appurtenances. Provide a firm, undisturbed, uniform surface In the bottom of trenches. Where
excavation exceeds the required depth, bring the excavation to proper grade through the use of an approved
Incompressible backfill material. Store excavated material and dispose of surplus excavated material.
1.Excavate trench to sufficient depth to permit a minimum of 36" of cover over the top of the pipe unless otherwise
required by pipe elevations indicated on the Drawings. The trench width shall be 18" plus the diameter of the pipe
and /or the largest bell.
E.Trenching and excavation shall be unclassified. No extra will be paid in the event that rock is encountered.
1.Should rock excavation be required, use only experienced personnel for blasting.
2.Exercise extreme care when blasting with signals of danger given before firing any charge.
3.Conform to and obey all public authority regulations for the protection of life and property.
F.Provide sheathing, shoring, dewatering, and cleaning necessary to keep trenches an their grades in proper
condition and to meet applicable codes.
G.Upon completion of excavation, and prior to the laying of the pipe, the trench bottom shall be brought up to the
required elevation with min. 6" pipe bedding. Pipe bedding shall be select material deposited in the trench, and shall
be compacted, leveled off, and shaped to obtain a smooth compacted bed along the laying length of the pipe. Material
for pipe bedding shall comply with local codes. In absence of local code requirements the bedding shall be bank sand or
select back fill material approved by the owner, architect and engineer. Any material used shall pass a 1/4 inch screen.
H.Clean and inspect pipe for defects before lowering Into trench for assembly. Install pipe in accordance with
provisions of Contract Documents and with the recommendations of the pipe manufacturer.
1.Ensure pipe is of proper strength and classification for specified service. Discard damaged or defective pipe
discovered during pipe laying operations.
2.Maintain alignment and grade during layout operation. Use acceptable method for maintaining grade and alignment to
produce desired results.
3.Trenches shall be backfilled only after piping has been inspected, tested, and approved by the owner and architect.
All backfill material shall be placed in the trench either by hand or by approved mechanical methods. The compaction of
backflll material shall be accompanied by tamping, with hand tools or approved pneumatic tampers, by using vibratory
compactors, by puddling, or by any combination of the three. The method of compaction shall be approved and all
compaction shall be done to the satisfaction of the owner and architect. Backfill completely around pipe, including 18"
above the pipe, with suitable bank sand, tamped in 4" layers under, around, and over pipe. Water down backfill as
required. The remainder of the backfill shall be select backfill material tamped at intervals of no more than 12"
depths. All materials to be used as selected material backfill shall be approved by the owner, architect and owner. If,
in the opinion of the owner and architect, the excavated material does not meet the requirements of selected material,
the Contractor shall be required to screen the material prior to its use as selected material backfill. Material used
In the upper portion of the backfill or subgrade shall not contain stone, rock, or other material larger than six
Inches in its longest dimension. No wood, vegetable matter, or other material which, In the opinion of the owner and
architect, is unsuitable shall be included in the backfill. The upper 24" of backfill may be water jetted, if desired.
Backfill shall be brought up to finish grade identified on the Architectural Drawings, Including additional backfill
required to offset settlement during consolidation.
3.02CUTTING AND PATCHING
A.Repair or replace damage caused by cutting or Installation of work specified in Division 15.
B.Perform repairs with materials which match existing and install in accordance with the appropriate section of
these specifications.
GE AND PROTECTION
3.03 DELIVERY, STORAGE,
A.Insofar as possible, deliver items in manufacturer's original unopened packaging. Where deliver in original
packaging is not practical, provide cover and shielding for all Items with protective materials to keep them from being
damaged. Use care in loading, transporting, unloading, and storing to keep items from being damaged.
B.Store items In a clean, dry place, and protect from damage. Plumbing piping, equipment may not be staged or
stored outdoors unless intended for outdoor use.
C.Protect plumbing fixtures and brass or chromium plated trim, valves and piping from damage. Cover fixtures during
work of finishing trades.
D.Keep dirt and debris out of pipes. Provide temporary caps or plugs on all piping systems and caps.
Caps and covers shall be installed during transit and job site storage. Storge of material shall be Indoors.
Materials that must be stored outdoor exposed to the elements shall be elevated above grade and covered
with heavy mil visqueen. Material found stored outdoors not covered or sitting in standing water shall be removed
from the jobsite and replace with new material at the contractor expense.
E. Repair, restore, and replace damaged items.
F.Cover all equipment and material during work of finished trades with heavy mil visqueen.
G.AII materials and equipment stored off site shall be stored in a Insured and bonded location. Materials and
equipment shall not be stored outdoors.
3.04 PIPE IDENTIFICATION AND PAINTING
A.Identify all piping as specified herein painted under Division 9.
B.Label medical gas piping under this Division following requirements specified in Division 9, and per Section 2.06
(pipe markers).
C.Color Codes for Medical Gas Piping
1.Ciinical Compressed Air: Yellow.
2.Vacuum: White.
3.Oxygen: Green (to match color of oxygen cylinders).
4.Should there be a conflict of colors In existing installations, contact the architect/engineer.
D.Medical Gas Pipe Identification: Medical gas piping shall be identified by means of markers as indicated in
Section 2.06 and In a manner that is not readily removable. Label piping at intervals of not more than 15 feet and at
least once in each room and each story traversed by the piping system at each wall and ceiling penetration, at each
valve, and at each change In direction. Provide arrows at each location where labeled indicating direction of flow.
Color codes for medical gas piping shall be In accordance with NFPA 99 and CGA standards.
E.Pipe Identification:
1.Identify all piping systems Seton Snap On labels or equivelent (to denote contents and direction of flow) on piping
at no more than 20 foot intervals and at valves, and at least once In each separate space through which the pipe
passes. Colors shall conform to ASME 13.1.
2.1-abeling shall be a minimum of 2" high letters.
F.Burled piping does not require identification marking, unless noted otherwise in specifications.
G.AII piping shall be labeled to identify contents and direction of flow.
3.05 EQUIPMENT AND APPARATUS IDENTIFICATION
A.Acceptable Manufacturers: Seton Name Plate Corporation or equal.
B.Nameplates: Rigid plastic, "Setonite" or bakelite, with engraved lettering (indicating names and numbers of
mechanical apparatus), a minimum of 1/2" high. Fill engraved lettering with a permanent coloring material which
contrasts with color of tag material to allow for easy reading.
C.Use names, numbers and abbreviations appearing in schedules on Contract Drawings.
D.Where identifing large pieces of equipment, such as chillers, air handling units, etc., nameplates shall be in a
conspicuous place visible from control panel area and of at least two (2) inch letters and /or numbers.
E.Provlde nameplates, located in a conspicuous location directly on the equipment or apparatus, for mechanical
equipment including, but not limited to:
1.Control panels
2.Plumbing equipment
3.Medical gas equipment
F.Name tag Fasteners: Commercial quality, rust resisting nuts and bolts with backwashers, self- tapping screws, or
rivets. If equipment surface does not allow for direct attachment, use copper or brass rings to attach tags.
G.Valve Tags
1.Each manual and automatic control valve shall be identified with a brass tag. The tag shall contain an alph- numeric
Y.D. which shall include floor -level and building section as part of the I.D. The tag shall identify service and
whether normally open (NO) normally closed (NC) or modulating. .
2.A valve schedule shall be provided to the owner and architect/engineer. Mount valve schedule under glass and mount
as directed by the owner.
3.Securely fasten tags to valves with a brass "S" hook or chain.
3.06 CLEANING PLUMBING SYSTEMS
A.General Cleanup:
1.Upon completion of contract and progressively as work proceeds, clean up dirt, debris, oil materials, etc., and
remove from site, keeping premises in neat and clean condition to satisfaction of the owner, architectlengineer . See
Division 1 of specifications for further requirements.
2.Seepage, discoloration or other damage to parts of the building, Its finish, or furnishings due to Contractor's
failure to properly clean piping systems or duct systems shall be repaired without cost to the Owner.
B.Factory Finishes:
1.Clean all equipment and materials to like new condition. Touch up bare places, scratches and other minor damage to
finishes. Use only factory supplied paint of matching color and formula. If finishes are badly damaged or if there are
many damaged, scratched or bare places, refinish the entire item.
C.Domestic Water System:
1.Flush system progressively by opening building operable valves, faucets and hose bibs and permitting flow to continue
from each unit until water runs clear.
2.Sterilize system to accordance with requirements of State Department of Public Health by the following method or
other methods acceptable to authority having jurisdiction.
3.Introduce chlorine or a solution of calcium or sodium hypochlorite. Fill lines slowly and apply sterilizing agent at
a rate of 50 ppm of chlorine as determined by residual chlorine tests at ends of lines. Open and close all valves while
system is being chlorinated.
r residual
4.After sterilizing agent has been applied and left standing for 24 hours, test E o chlorine at ends of lines.
If test indicates there is less than 25 ppm, repeat sterilizing process.
S.After system has been standing 24 hours and test indicates at least 25 ppm of residual chlorine, flush out system
until all traces of chemical used are removed.
6.Have local health department check and approve system before connecting it to existing water system. Provide test of
existing system prior to tie -in, inccuding the start of demolition work.
7.Provide documentation to architect and engineer including all steps above have been completed. Documentation shall
be submitted prior to final AHCA Inspection.
3.07 TESTING PLUMBING SYSTEMS
A.Test all systems and equipment Installed to demonstrate proper operation.
B.Advise engineer, owner and architect of scheduled systems testing and completed system demonstration /operation
schedules so that he may witness, if desired.
C.Correct and retest work found defective when tested.
D.Make repairs to piping systems with new materials. Peening, doping, or caulking of joints or holes will not be
acceptable.
E.Domestic Water Piping: Test hot and cold water piping systems upon completion of rough -in, before fixtures are
connected, at a hydrostatic pressure of 125 psig or 150% of working pressure which ever is greater for a period of two
hours.
F.Drainage and vent system
w water, and subject system to 10 foot head of water pressure.
1.Test plug opening to permit system to be filled with ate , a subj y p
System shall hold water for 30 minutes with a drop in water level not to exceed 4 Inches In a 4 inch diameter
standpipe, and without visible leakage.
2.If system is tested In section, a minimum head of 10 feet shall apply.
G.Flush Valves: Test flush valves for proper operation.
H.System Balance and Testing: Prepare to assist test and balance firm by assuring systems are complete and
operational.
I.Properly set and balance all domestic hot water balancing valves.
J.Records of Testing: Maintain records of system testing and results thereof. Deliver results as part of project
closing file.
3.08 INFECTION CONTROL REQUIREMENTS
A.Coordinate with the Owner the exact requirements for the infection control measures to be executed and performed
during the course of this Project.
B.Prior to execution, present to the Owner for approval a written execution plan for each infection control measure.
C.Coordinate infection control measures as needed with all other trades and disciplines.
D.Provide documentation of Infection control measures to the Owner, as required and specified in the ICRA.
Smith
Seckman
Reid, Inc.
600 West Hillsboro, Suite 300
Deerfield Beach, FL 33441
(954) 421 -1260
FAX: (954) 421 -1466
www.ssr- inc.com
Firm Certification - EB- 0000857
Michael A. Steward PE - 65701
John E. Moulder PE - 33200
SSR JOB # 1232016.0
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