12-939-0361 2
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
EConditions 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.
DL. NFPA: National Fire Protection Association.
M. SMACNA: Sheet Metal and Air Conditioning Contractors' National Association,
N. UL: Underwriters' Laboratories, Inc.
1.03 SUBMITTALS
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
Amechanical, electrical, plumbing, fire protection, structural, and miscellaneous steel.
J
LJ..
3 4
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
5
A. The Contract Documents depict 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 daily 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.Division 1: Cutting and Patching.
B.Division 1: Shop Drawings, Product Data, and Samples.
C.Division 1: Storage and Protection.
D.Division 1: Product Options and Substitutions.
E.Division 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.
M.Division 16: Electrical
1.03ITEMS TO BE FURNISHED FOR INSTALLATION UNDER OTHER DIVISIONS
A.Wall 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.
C�
PART 2 - PRODUCTS
2.01EQUIPMENT SUPPORTS
7
A.Structural steel for supports: ASTM A36.
1.Use galvanized members installed in fan plenums or areas of high humidity or condensation, and outside.
2.Furnish other members with shop coat of red primer.
3. Retouch primer after field welding.
2.02FLASHINGS AND COUNTERFLASHINGS
A.Furnish materials and coordinate installation for flashing and counterflashing roof penetrations for vents, pipe,
drains, and ducts.
B. Materials:
1.Stainless steel: Minimum 20 gauge.
2.Sheet copper: 24 OZ /SF,
3.Vent Stack Fitting: Josam 1830 or Jay R. Smith 1750
2.03WALL 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.
I.Acceptable manufactures: Milcor, Nystrom, Karp, J.L. Industries, or Williams Brothers.
1.For masonry and drywall construction: Milcor Style M.
2.For plastered masonry walls and ceiling: Milcor Style K.
3.For ceramic tile or glazed structural tile: Use stainless steel panels.
2.04NAMEPLATES 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.
2.05PIPE 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.
PART 3 - EXECUTION
3.01EXCAVATING AND BACKFILLING
A.Contractor shall review Division 2 and shall perform excavation and backfilling 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.Locate 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.
&I
ARRAY
heGitheare facilities solutions
6800 Broken Sound Boulevard NW
Suite 125
Boca Raton, FL 33487
t:561.995.1700
f:561.995.1701 firm license number
www.arrayhfs.com AA26000880
SEAL:
CONSULTANTS:
�g0,01119Bd1/,®
,yeeeE6epep'a O ® ®.
loft
EO °Ild
Smith
Seckman
Reid, Inc.
600 West Hillsboro, Suite 300
Deerfield Beach, FL 33441
(954) 421- L 260
FAX: (954) 421 -1466
www.ssr- inc.com
Firm Certification - EB- 0000857
Michael A. Steward PE - 65701
John. E. Moulder PE - 33200
SSR JOB # 1232003.0
OWNER:
BAPTIST HEALTH
HOSPITAL:
SOUTH MIAMI
HOSPITAL
PROJECT:
Info Desk and Coffee
Shop
ADDRESS:
6200 Southwest 73rd Street
South Miami, FL 33143
1
A. Submit under provisions of Division 1.
07 -30 -12
B. Include Products as specified in the individual sections of Division 15.
NO.
C. Submit shop drawing and product data grouped to include complete submittals of related systems, products, and
DATE
accessories in a single submittal for approval by Architect and Engineer prior to purchasing and installation.
D. 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.
C1.04
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.
BC.
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 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
Amechanical, electrical, plumbing, fire protection, structural, and miscellaneous steel.
J
LJ..
3 4
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
5
A. The Contract Documents depict 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 daily 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.Division 1: Cutting and Patching.
B.Division 1: Shop Drawings, Product Data, and Samples.
C.Division 1: Storage and Protection.
D.Division 1: Product Options and Substitutions.
E.Division 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.
M.Division 16: Electrical
1.03ITEMS TO BE FURNISHED FOR INSTALLATION UNDER OTHER DIVISIONS
A.Wall 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.
C�
PART 2 - PRODUCTS
2.01EQUIPMENT SUPPORTS
7
A.Structural steel for supports: ASTM A36.
1.Use galvanized members installed in fan plenums or areas of high humidity or condensation, and outside.
2.Furnish other members with shop coat of red primer.
3. Retouch primer after field welding.
2.02FLASHINGS AND COUNTERFLASHINGS
A.Furnish materials and coordinate installation for flashing and counterflashing roof penetrations for vents, pipe,
drains, and ducts.
B. Materials:
1.Stainless steel: Minimum 20 gauge.
2.Sheet copper: 24 OZ /SF,
3.Vent Stack Fitting: Josam 1830 or Jay R. Smith 1750
2.03WALL 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.
I.Acceptable manufactures: Milcor, Nystrom, Karp, J.L. Industries, or Williams Brothers.
1.For masonry and drywall construction: Milcor Style M.
2.For plastered masonry walls and ceiling: Milcor Style K.
3.For ceramic tile or glazed structural tile: Use stainless steel panels.
2.04NAMEPLATES 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.
2.05PIPE 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.
PART 3 - EXECUTION
3.01EXCAVATING AND BACKFILLING
A.Contractor shall review Division 2 and shall perform excavation and backfilling 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.Locate 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.
&I
ARRAY
heGitheare facilities solutions
6800 Broken Sound Boulevard NW
Suite 125
Boca Raton, FL 33487
t:561.995.1700
f:561.995.1701 firm license number
www.arrayhfs.com AA26000880
SEAL:
CONSULTANTS:
�g0,01119Bd1/,®
,yeeeE6epep'a O ® ®.
loft
EO °Ild
Smith
Seckman
Reid, Inc.
600 West Hillsboro, Suite 300
Deerfield Beach, FL 33441
(954) 421- L 260
FAX: (954) 421 -1466
www.ssr- inc.com
Firm Certification - EB- 0000857
Michael A. Steward PE - 65701
John. E. Moulder PE - 33200
SSR JOB # 1232003.0
OWNER:
BAPTIST HEALTH
HOSPITAL:
SOUTH MIAMI
HOSPITAL
PROJECT:
Info Desk and Coffee
Shop
ADDRESS:
6200 Southwest 73rd Street
South Miami, FL 33143
1
BID AND PERMIT SET
07 -30 -12
NO.
DESCRIPTION
DATE
REVISIONS /ISSUES
SHEET TITLE:
PLUMBING
SPECIFICATIONS
DRAWN: FL CHECKED:
CON /REF No. 00000
PROJECT No. 3601
DATE: 07/30/12 SCALE: As indicated
SHEET NO.
P0.3
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UCUPYRIGHT - 2012 ARRAY HFS