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BASIC PLUMBING REQUIREMENTS
<br />SECTION 15010
<br />BASIC PLUMBING REQUIREMENTS
<br />PART 1 - GENERAL
<br />1.01 SECTION INCLUDES
<br />A. Basic Plumbing requirements specifically applicable to Division 15 Sections.
<br />B. Requirements of Division 1 Specifications, General Provisions of the Contract and General and Supplementary
<br />Conditions apply to this Division.
<br />1.02 REFERENCES
<br />A. AGA: American Gas Association.
<br />B. ANSI: American National Standards Institute.
<br />C. ASTM: American Society for Testing and Materials.
<br />D. AWWA: American Water Works Association.
<br />E. FM: Factory Mutual
<br />F. IRI: Industrial Risk Insurers
<br />G. MSS: Manufacturer's Standardization Society of the Valve and Fitting Industry.
<br />H. NEMA: National Electrical Manufacturers' Association.
<br />I. NFPA: National Fire Protection Association.
<br />J. UL: Underwriters' Laboratories, Inc.
<br />1.03 SUBMITTALS
<br />A. Submit under provisions of Division 1.
<br />B. Include Products as specified in the individual sections of Division 15.
<br />C. Submit shop drawing and product data grouped to include complete submittals of related systems, products, and
<br />accessories in a single submittal for approval by Architect and Engineer prior to purchasing and installation.
<br />D. Brochures: Submit manufacturer's product data and brochures including:
<br />1. Complete descriptions.
<br />2. Illustrations.
<br />3. Rating data, accessories, dimensional data, and applicable options and features marked for the specific items
<br />scheduled on drawings and specified herein.
<br />4. Capacities stated in the terms specified.
<br />5. The third time review of any submittal by the architect/engineer will incur a back charge to the contractor at a
<br />rate of $150.00 per hour, minimum one hour charge.
<br />1.04 REGULATORY REQUIREMENTS
<br />A. Florida Building Codes - 2007 Edition, with 2008 and 2009 revisions.
<br />B. NFPA 99: Healthcare Facilities.(2005)
<br />C. NFPA 101: Life Safety Code. (2006)
<br />D. AIA Guidelines for Design and Construction of Healthcare Facilities - 2006 Edition.
<br />E. Special regulations, supplement, and amendments of the State and/or local authorities having jurisdiction.
<br />F. Comply with the applicable edition date of each regulation as adopted by the authorities having jurisdiction.
<br />1.05 PROJECT/SITE CONDITIONS
<br />A. Plumbingla outs indicated on drawings are dia rammatical and intended to show relative positions and
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<br />arrangement of equipment and piping. Coordinate plumbing work with other trades and measurements obtained
<br />at the job site, as applicabbe, prior to installation. Generally, install work in locations shown on Drawings, using as
<br />necessary, rises, drops, offsets and transitions to fit in the available space unless prevented by Project conditions.
<br />B. If prevented by project conditions, prepare drawings showing proposed rearrangement of Work, including changes to
<br />Work specified in other sections. Obtain permission of owner, architect and engineer before proceeding.
<br />C. Place anchors, sleeves, and supports prior to pouring concrete or Installation of masonry work.
<br />D. Cause as little interference or interruption of existing utilities and services as possible. Schedule work which
<br />will cause interference or interruption in advance with Owner, authorities having jurisdiction, and all affected trades.
<br />E. Determine sizes and verify locations of existing utilities on or near site.
<br />F. Keep roads clear of materials and debris.
<br />G. Visit site and be informed of conditions under which Work must be performed.
<br />H. Locate equipment requiring periodic servicing so that it is readily accessible. Provide means of service access,
<br />following appropriate manufacturer's recommended service clearance space or, as applicable, means of access using
<br />wall, or ceiling access doors.
<br />I. Install piping to leave sufficient space for AHJ inspection of wall construction.
<br />1.06 FEES AND PERMITS
<br />A. Obtain and pay for all necessary permits and inspection fees required to perform Division 15 work.
<br />1.07 COORDINATION DRAWINGS
<br />A. Prior to commencement of installation, prepare coordination drawings for work under this division, as specified
<br />in Division 1, in full cooperation with persons performing work under other Divisions, including but not limited to
<br />mechanical, electrical, plumbing, fire protection, structural, and miscellaneous steel.
<br />B. Drawings shall not be formally submitted but shall be kept on site for reference and up dated for record
<br />drawings. Notify architect/engineer of conflicts that cannot be resolved.
<br />C. Coordination Drawings shall be prepared to include the following:
<br />1. Drawn to a scale of 1/4" = 1'-011
<br />.
<br />2. Room dimensions.
<br />3. Sheet size matching contract documents.
<br />4. Show equipment, columns, and beams.
<br />5. Construction details of plenums and casings.
<br />6. Concrete pad and foundation layouts including anchor bolt and sleeve locations.
<br />7. Dimensioned floor drain locations.
<br />8. Wall mounted equipment.
<br />9. Plumbing piping 3" and larger, with elevations from finished floor to bottom of pipe.
<br />10. Space allocation for conduits and cable trays.
<br />11. Ceiling height.
<br />1.08 COMPLETENESS OF WORK
<br />A. The Contract Documents depict plumbing systems which are intended to be complete
<br />and functioning systems. All products, materials, and labor necessary to render a fully functional system to fulfill
<br />the design intent shown on the documents shall be provided by the Contractor.
<br />B. Catalog numbers referenced throughout the Division 15 Drawings and Specifications are intended to convey a
<br />general understanding of the type and quality of the product required. Where written descriptions differ from
<br />information conveyed by a catalog number, the written description shall govern. No extra shall be allowed because a
<br />catalog number is found to be incomplete or obsolete.
<br />1.09 REFERENCE STANDARDS AND DEFINITIONS
<br />A. Comply with provisions of Division 1.
<br />1.10 PRODUCT SUBSTITUTIONS
<br />A. Comply with provisions of Division 1.
<br />1. All substitution requests shall be submitted 10 business days prior to bid opening.
<br />1.11 RECORD DRAWINGS
<br />A. Provide record drawings that illustrate the work of Division 15 as finally constructed. Final record drawings
<br />shall be prepaid by the contractor in AutoCad or MicroStation format. All field revisions to the contract documents
<br />shall be clouded and identified. Deliver the bond sets of final record drawings to the architect/engineer for review.
<br />1. Record drawings shall be up to date for review by architect/engineer prior to each request for pay application.
<br />2. Record drawings prepared by the contractor in AutoCad or MicroStation format shall become part of the close out
<br />documents.
<br />B. Record drawings shall reflect all changes made to the Contract Documents, whether generated by addenda, RFI's -
<br />request for information, change orders, or field conditions. Maintain a daily record of these changes and keep current
<br />set of drawings showing these changes. Changes shall include isometric riser diagram changes.
<br />C. Deliver record drawings to architect/engineer within 30 days of Substantial Completion.
<br />1.12 OWNING AND OPERATING MANUALS
<br />A. Comply with the requirements of Division 1 for owner as part of closeout documents.
<br />B. Manuals shall include clear and comprehensive instructions with appropriate graphics and project specific marked
<br />data to enable owner to operate and maintain all systems specified in this Division.
<br />C. Copies of approved submittals on furnished equipment shall be Included as well as final TAB reports.
<br />1.13 TRAINING
<br />A. Contractor shall provide the owner with training of all equipment and systems prior to completion of project.
<br />Contractor shall coordinate all training required with owner.
<br />MATERIALS AND METHODS
<br />SECTION 15050
<br />BASIC MATERIALS AND METHODS
<br />PART 1 -GENERAL
<br />1.01SECTION INCLUDES
<br />A.Basic materials and methods, along with Division 1, General Provisions, specially applicable to all Division 15
<br />Sections.
<br />1.02RELATED WORK
<br />A.Division 1: Cutting and Patching.
<br />B.Division 1: Shop Drawings, Product Data, and Samples.
<br />C.Division 1: Storage and Protection.
<br />D.Division 1: Product Options and Substitutions.
<br />E.Division 1: Project Record Documents.
<br />F.Division 2: Utilities Excavating and Backfilling.
<br />G.Division 3: Concrete
<br />H.Division 6: Rough Carpentry. (Wood blocking in walls required for attaching mechanical items.)
<br />I.Division 7: Flashing and Sheet Metal. (Flashing for mechanical Items penetrating walls and roof.)
<br />].Division 7: Firestopping.
<br />K.Divislon 8: Hollow Metal Doors and Frames. (Louvers and grilles installed in hollow metal doors.)
<br />L.Division 9: Painting.
<br />1.Painting of pipe other than medical gas systems.
<br />M.Division 10: Louvers
<br />N.Division 16: Electrical
<br />1.031TEMS TO BE FURNISHED FOR INSTALLATION UNDER OTHER DIVISIONS
<br />A.Wall and ceiling access doors. Install under Division 8.
<br />1.040WNER FURNISHED INFORMATION
<br />A.To the extent the Owner has performed and made available as Owner Furnished Information an Infection Control Risk
<br />Assessment (ICRA), the Contractor shall execute all requirements of the Contract Documents in accordance with the ICRA,
<br />and shall perform and provide all labor, materials and supervision to execute the specific infection control measures
<br />identified therein.
<br />B.The Contract Documents do not necessarily depict all the work required by the ICRA, nor are the Contract Documents
<br />responsible for the information contained in the ICRA. The Contractor shall request, and obtain if available, the
<br />Owner's ICRA documentation, become familiar with its requirements and perform all work accordingly.
<br />PART 2 - PRODUCTS
<br />2.01 FLASHINGS AND COUNTERFLASHINGS
<br />A.Furnish materials and coordinate installation for flashing and counterflashing roof penetrations for vents, pipe,
<br />drains, and ducts.
<br />B.Materials:
<br />1.Stainless steel: Minimum 20 gauge.
<br />2.Sheet copper: 24 OZ/SF.
<br />3.Vent Stack Fitting: Josam 1830 or Jay R. Smith 1750
<br />2.02 WALL AND CEILING ACCESS PANELS
<br />A.Style and type as required for material in which installed.
<br />B.Size: 24"x24" minimum, as indicated, or as required to allow inspection, service and removal of Items served.
<br />C.14 gauge minimum sheet metal for doors, 16 gauge frames of cadmium -plated or galvanized construction. Doors shall
<br />have expanded plaster rings where located in plaster walls or flanged finish where located in drywall or block
<br />construction.
<br />D.Panels shall have spring hinges with screwdriver locks in non-public areas. Key lock, keyed alike, for panels in
<br />public areas.
<br />E.Prime painted or rust Inhibitive paint finish.
<br />F.UL labeled when in fire -rated construction, 1-1/2 hour rating.
<br />G.Provide in walls, floors, and ceilings to permit access to all equipment and piping requiring service or
<br />adjustment. Examples of such equipment needing access are fire and/or smoke dampers, mechanical system valves, and
<br />equipment needing periodic or replacement maintenance.
<br />H.Furnish and locate access panels under this Division. Coordinate with trades who are responsible for building
<br />system in which panels are to be installed.
<br />I.Acceptable manufactures: Milcor, Nystrom, Karp, J.L. Industries, or Williams Brothers.
<br />1.For masonry and drywall construction: Milcor Style M.
<br />2.For plastered masonry walls and ceiling: Milcor Style K.
<br />3.For ceramic tile or glazed structural tile: Use stainless steel panels.
<br />2.03 NAMEPLATES AND TAGS
<br />A.Acceptable manufacturers: Seton Nameplate Corporation, Marking Services Inc. or equal.
<br />B.Rigid plastic, "Setonite" or bakelite with engraved lettering, minimum 1/2" high.
<br />C.Brass tags, at least 1-1/2" Inches in diameter, with alpha -numeric I.D., permanently stamped black filled letters
<br />showing the service, and black filled numbers showing the valve or equipment number. At substantial completion, a
<br />schedule of all valves shall be submitted to the owner. All valve tags shall identify areas served.
<br />2.04 PIPE MARKERS
<br />A.Plastic Pipe Markers: Factory fabricated, flexible, semi -rigid plastic, preformed to fit around pipe or pipe
<br />covering. Seton Snap On or equivalent.
<br />B.Provide weather proof labels outdoor vinyl on all exterior piping.
<br />C.Medical gas piping labels shall be roll form Medical gas pipe markers for piping up to 3/4" and Model 85M and 12
<br />for piping 1" and larger. Seton or equivalent.
<br />2.05 PAINT
<br />A.Acceptable manufacturers: Sherwin-Williams, Porter, or equal.
<br />B.Coordinate paint and preparation materials with requirements of Division 9.
<br />PART 3 - EXECUTION
<br />3.01EXCAVATING AND BACKFILLING
<br />A.Contractor shall review Division 2 and shall perform excavation and backfilling in accordance with the most
<br />stringent requirements. Contractor shall request clarification before proceeding if there are conflicting instructions.
<br />B.Contract Documents show the approximate location of underground utilities known to exist in the area of
<br />construction. Contractor shall determine the exact location of utilities
<br />1.1-ocate and uncover existing utilities which require new connections before trenching in the vicinity of indicated
<br />utility connection.
<br />2.Clear all vegetation and other objectionables material from the area required for the excavation and backfill
<br />operations. Disposal of material removed by the clearing operation shall be approved by the governing ordances.
<br />C.Provide trenching, excavating, and backfilling necessary for performance of work indicated in Contract Documents.
<br />D.Excavate to depths indicated on the drawings or as necessary to permit the Installation of pipe, bedding,
<br />backfill, structures or appurtenances. Provide a firm, undisturbed, uniform surface in the bottom of trenches. Where
<br />excavation exceeds the required depth, bring the excavation to proper grade through the use of an approved
<br />incompressible backfill material. Store excavated material and dispose of surplus excavated material.
<br />1.Excavate trench to sufficient depth to permit a minimum of 36" of cover over the top of the pipe unless otherwise
<br />required by pipe elevations indicated on the Drawings. The trench width shall be 18" plus the diameter of the pipe
<br />and/or the largest bell.
<br />E.Trenching and excavation shall be unclassified. No extra will be paid in the event that rock is encountered.
<br />1.Should rock excavation be required, use only experienced personnel for blasting.
<br />2.Exercise extreme care when blasting with signals of danger given before firing any charge.
<br />3.Conform to and obey all public authority regulations for the protection of life and property.
<br />F.Provide sheathing, shoring, dewatering, and cleaning necessary to keep trenches an their grades in proper
<br />condition and to meet applicable codes.
<br />G.Upon completion of excavation, and prior to the laying of the pipe, the trench bottom shall be brought up to the
<br />required elevation with min. 6" pipe bedding. Pipe bedding shall be select material deposited in the trench, and shall
<br />be compacted, leveled off, and shaped to obtain a smooth compacted bed along the laying length of the pipe. Material
<br />for pipe bedding shall comply with local codes. In absence of local code requirements the bedding shall be bank sand or
<br />select back fill material approved by the owner, architect and engineer. Any material used shall pass a 1/4 inch screen.
<br />H.Clean and inspect pipe for defects before lowering into trench for assembly. Install pipe in accordance with
<br />provisions of Contract Documents and with the recommendations of the pipe manufacturer.
<br />1.Ensure pipe is of proper strength and classification for specified service. Discard damaged or defective pipe
<br />discovered during pipe laying operations.
<br />2.Maintain alignment and grade during layout operation. Use acceptable method for maintaining grade and alignment to
<br />produce desired results.
<br />3.Trenches shall be backfilled only after piping has been inspected, tested, and approved by tho owner and srchltect.
<br />All backfill material shall be placed in the trench either by hand or by approved mechanical methods. The compaction of
<br />backfill material shall be accompanied by tamping, with hand tools or approved pneumatic tampers, by using vibratory
<br />compactors, by puddling, or by any combination of the three. The method of compaction shall be approved and all
<br />compaction shall be done to the satisfaction of the owner and architect. Backfill completely around pipe, including 18"
<br />above the pipe, with suitable bank sand tamped in 4 layers under, around and over pipe. Water d backfill as
<br />P P P Y p P own b
<br />required. The remainder of the backfill shall be select backfill material tamped at intervals of no more than 12"
<br />depths. All materials to be used as selected material backfill shall be approved by the owner, architect and owner. If,
<br />in the opinion of the owner and architect, the excavated material does not meet the requirements of selected material,
<br />the Contractor shall be required to screen the material prior to Its use as selected material backfill. Material used
<br />in the upper portion of the backfill or subgrade shall not contain stone, rock, or other material larger than six
<br />Inches in its longest dimension. No wood, vegetable matter, or other material which, in the opinion of the owner and
<br />architect, is unsuitable shall be included in the backfill. The upper 24" of backfill may be water jetted, if desired.
<br />Backfill shall be brought up to finish grade identified on the Architectural Drawings, including additional backfill
<br />required to offset settlement during consolidation.
<br />3.02CUTTING AND PATCHING
<br />A.Repair or replace damage caused by cutting or installation of work specified in Division 15.
<br />B.Perform repairs with materials which match existing and install in accordance with the appropriate section of
<br />these specifications.
<br />3.03FLASHING AND COUNTERFLASHING
<br />A.Counterflash pipes where penetration of roofs and outside walls occur.
<br />3.04CONNECTION TO EQUIPMENT FURNISHED BY OWNER
<br />A.Connect and/or install equipment shown on mechanical drawings that requires plumbing and/or mechanical connections.
<br />B.Provide piping, shutoff valves, unions, and other piping appurtenances required for a complete installation.
<br />Provide steam strainers, steam traps, and pressure reducing valves in steam lines. Provide backflow preventers and/or
<br />pressure reducing valves where required by the equipment design or local code. All components shall be line size
<br />unless noted otherwise.
<br />3.05DELIVERY, STORAGE, AND PROTECTION
<br />A.Insofar as possible, deliver items in manufacturer's original unopened packaging. Where deliver in original
<br />packaging is not practical, provide cover and shielding for all items with protective materials to keep them from being
<br />damaged. Use care in loading, transporting, unloading, and storing to keep items from being damaged.
<br />B.Store items in a clean, dry place, and protect from damage. Plumbing piping, equipment may not be staged or
<br />stored outdoors unless intended for outdoor use.
<br />C.Protect plumbing fixtures and brass or chromium plated trim, valves and piping from damage. Cover fixtures during
<br />work of finishing trades.
<br />D.Keep dirt and debris out of pipes. Provide temporary caps or plugs on all piping systems and caps.
<br />Caps and covers shall be installed during transit and job site storage. Storge of material shall be indoors.
<br />Materials that must be stored outdoor exposed to the elements shall be elevated above grade and covered
<br />with heavy mil visqueen. Material found stored outdoors not covered or sitting in standing water shall be removed
<br />from the jobsite and replace with new material at the contractor expense.
<br />E.Repair, restore, and replace damaged items.
<br />F.Cover all equipment and material during work of finished trades with heavy mil visqueen.
<br />G.Protect cooling and/or heating coils with temporary filter media during construction.
<br />H.AII materials and equipment stored off site shall be stored in a insured and bonded location. Materials and
<br />equipment shall not be stored outdoors.
<br />3.06 PIPE IDENTIFICATION AND PAINTING
<br />A.Identify all piping as specified herein painted under Division 9.
<br />B.Label medical gas piping under this Division following requirements specified in Division 9, and per Section 2.06
<br />(pipe markers).
<br />C.Color Codes for Medical Gas Piping
<br />1.Clinical Compressed Air: Yellow.
<br />2.Vacuum: White.
<br />3.Oxygen: Green (to match color of oxygen cylinders).
<br />4.Nitrous Oxide: Medium Blue.
<br />5.Should there be a conflict of colors in existing Installations, contact the architect/engineer.
<br />D.Medical Gas Pipe Identification: Medical gas piping shall be identified by means of markers as indicated in
<br />Section 2.06 and In a manner that Is not readily removable. Label piping at intervals of not more than 15 feet and at
<br />least once in each room and each story traversed by the piping system at each wall and ceiling penetration, at each
<br />valve, and at each change in direction. Provide arrows at each location where labeled indicating direction of flow.
<br />Color codes for medical gas piping shall be in accordance with NFPA 99 and CGA standards.
<br />E.Pipe Identification:
<br />1.Identify all piping systems Seton Snap On labels or equivelent (to denote contents and direction of flow) on piping
<br />at no more than 20 foot intervals and at valves, and at least once in each separate space through which the pipe
<br />passes. Colors shall conform to ASME 13.1.
<br />2.1-abeling shall be a minimum of 2" high letters.
<br />F.Buried piping does not require identification marking, unless noted otherwise in specifications.
<br />G.AII piping shall be labeled to identify contents and direction of flow.
<br />3.07 EQUIPMENT AND APPARATUS IDENTIFICATION
<br />A.Acceptable Manufacturers: Seton Name Plate Corporation or equal.
<br />B.Nameplates: Rigid plastic, "Setonite" or bakelite, with engraved lettering (indicating names and numbers of
<br />mechanical apparatus), a minimum of 1/2" high. Fill engraved lettering with a permanent coloring material which
<br />contrasts with color of tag material to allow for easy reading.
<br />C.Use names, numbers and abbreviations appearing in schedules on Contract Drawings.
<br />D.Name tag Fasteners: Commercial quality, rust resisting nuts and bolts with backwashers, self -tapping screws, or
<br />rivets. If equipment surface does not allow for direct attachment, use copper or brass rings to attach tags.
<br />E.Valve Tags
<br />1.Each manual and automatic control valve shall be identified with a brass tag. The tag shall contain an alph-numeric
<br />I.D. which shall include floor -level and building section as part of the I.D. The tag shall identify service and
<br />whether normally open (NO) normally closed (NC) or modulating. .
<br />2.A valve schedule shall be provided to the owner and architect/engineer. Mount valve schedule under glass and mount
<br />as directed by the owner.
<br />3.Securely fasten tags to valves with a brass "S" hook or chain.
<br />3.08 CLEANING PLUMBING SYSTEMS
<br />A.General Cleanup:
<br />1.Upon completion of contract and progressively as work proceeds, clean up dirt, debris, oil materials, etc., and
<br />remove from site, keeping premises in neat and clean condition to satisfaction of the owner, architect/engineer . See
<br />Division 1 of specifications for further requirements.
<br />2.Seepage, discoloration or other damage to parts of the building, its finish, or furnishings due to Contractor's
<br />failure to properly clean piping systems or duct systems shall be repaired without cost to the Owner.
<br />B.Factory Finishes:
<br />1.Clean all equipment and materials to like new condition. Touch up bare places, scratches and other minor damage to
<br />finishes. Use only factory supplied paint of matching color and formula. If finishes are badly damaged or if there are
<br />many damaged, scratched or bare places, refinish the entire item.
<br />C.Domestic Water System:
<br />1.Flush system progressively by opening building operable valves, faucets and hose bibs and permitting flow to continue
<br />from each unit until water runs clear.
<br />2.Sterilize system In accordance with requirements of State Department of Public Health by the following method or
<br />other methods acceptable to authority having jurisdiction.
<br />3.Introduce chlorine or a solution of calcium or sodium hypochlorite. Fill lines slowly and apply sterilizing agent at
<br />a rate of 50 ppm of chlorine as determined by residual chlorine tests at ends of lines. Open and close all valves while
<br />system is being chlorinated.
<br />4.After sterilizing agent has been applied and left standing for 24 hours, test for residual chlorine at ends of lines.
<br />If test indicates there is less than 25 ppm, repeat sterilizing process.
<br />5.After system has been standing 24 hours and test indicates at least 25 ppm of residual chlorine, flush out system
<br />until all traces of chemical used are removed.
<br />6.Have local health department check and approve system before connecting it to existing water system. Provide test of
<br />existing system prior to tie-in, inlcuding the start of demolition work.
<br />7.Provide documentation to architect and engineer including all steps above have been completed. Documentation shall
<br />be submitted prior to final AHCA inspection.
<br />3.09 TESTING PLUMBING SYSTEMS
<br />A.Test all systems and equipment installed to demonstrate proper operation.
<br />B.Advise engineer, owner and architect of scheduled systems testing and completed system demonstration/operation
<br />schedules so that he may witness, if desired.
<br />C.Correct and retest work found defective when tested.
<br />D.Make repairs to piping systems with new materials. Peening, doping, or caulking of joints or holes will not be
<br />acceptable.
<br />E.Domestic Water Piping: Test hot and cold water piping systems upon completion of rough -in, before fixtures are
<br />connected, at a hydrostatic pressure of 125 psig or 150% of working pressure which ever is greater for a period of two
<br />hours.
<br />F.Drainage and vent system
<br />1.Test plug opening to permit system to be filled with water, and subject system to 10 foot head of water pressure.
<br />System shall hold water for 30 minutes with a drop in water level not to exceed 4 inches in a 4 inch diameter
<br />standpipe, and without visible leakage.
<br />2.If system is tested in section, a minimum head of 10 feet shall apply.
<br />G.System Balance and Testing: Prepare to assist test and balance firm by assuring systems are complete and
<br />operational.
<br />H.Records of Testing: Maintain records of system testing and results thereof. Deliver results as part of project
<br />closing file.
<br />3.11 INFECTION CONTROL REQUIREMENTS
<br />A.Coordinate with the Owner the exact requirements for the infection control measures to be executed and performed
<br />during the course of this Project.
<br />B.Prior to execution, present to the Owner for approval a written execution plan for each infection control measure.
<br />C.Coordinate infection control measures as needed with all other trades and disciplines.
<br />D.Provide documentation of infection control measures to the Owner, as required and specified in the ICRA.
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<br />(954)421-1260
<br />FAX:(954) 421-1466
<br />www.ssr-inc.com
<br />Firm Certification - EB-0000857
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<br />John E. Moulder PE - 33800
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