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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.
8. 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
1, 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. (200 5)
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,
wall, or ceiling access doors.
following appropriate manufacturer's recommended service clearance space or, as applicable, means of access using duct,
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. Poem 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 V
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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 Identlfled. Deliver the bond sets of final record drawings to the architect /engineer for review.
1. Record drawings shall be up to date for review ley architect /engineer prior to each request for pay application,
2. Record drawings prepared by the contractor in AULOCad 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. I
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 Di
Sections.
ilsion 15
1.02RELATED WORK
A.Division 1: Cutting and Patching.
B.Dlvision 1: Shop Drawings, Product Data, and Samples.
C.Division 1: Storage and Protection.
D.Divislon 1: Product Options and Substitutions.
E.Division 1: Project Record Documents.
F.Divislon 3: Concrete
G.Division 6: Rough Carpentry. (Wood blocking in walls required for attaching mechanical items.)
H.Divislon 7: Flashing and Sheet Metal. (Flashing for mechanical items penetrating walls and roof.) i
I.Divlslon 7: Firestopping.
].Division 16: Electrical
1.03ITEMS TO BE FURNISHED FOR INSTALLATION UNDER OTHER DIVISIONS
A.Wall and ceiling access doors. Install under Division i.
1,040WNEK 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 central measures
Identified therein. I
B.The Contract Documents de 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.
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PART 2 - PRODUCTS ff
2.01 PIPE MARKERS !
I
A.Plastic Pipe Markers: Factory fabricated, flexible, semi -rigid plastic, preformed to fit around pipe or pipe
covering. Seton Snap On or equivalent.
B.Provlde weather proof labels outdoor vinyl on all exterior piping.
C.Medlcal 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.
PART 3 - EXECUTION
3.01CUTTING 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. j
3.02 DELIVERY, STORAGE, AND PROTECTION i
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.
I
S.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. i
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. 1
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.
3.03 PIPE IDENTIFICATION AND PAINTING
A.Identlfy all piping as specified herein painted under Division 9.
B.Pipe Identification:
1.Identlfy all piping systems Seton Snap On labels or equivalent (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.Labeling shall be a minimum of 2" high letters.
C.AII piping shall be labeled to Identify contents and direction of flow.
3.04 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, architect /engineer , 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.Factery 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, i
0
3.05 TESTING PLUMBING SYSTEMS
A.Teft 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 se 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
I.Test plug opening to permit system to be filled with water, and subject system to 30 foot head of water pressure.
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.Records of Testing: Maintain records of system testing and results thereof. Deliver results as part of project
closing file.
3.06 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.Prlor to execution, present to the Owner for approval a written execution plan for each infection control measure.
C.Coerdinate infection control measures as needed with all ether trades and disciplines.
D.Provide documentation of infection control measures to the Owner, as required and specified in the ICRA.
PIPING AND FITTINGS
SECTION 15060
PIPING AND FITTINGS
PART 1 - GENERAL
1,01 WORK INCLUDED
A. Piping and pipe fittings for:
1. Plumbing Piping
1.02 RELATED WORK
A, Section 15050: Basic Materials and Methods.
B" Section 15061: Pipe Hangers
C. Section 15100: Valves
D. Section 15250: Plumbing System Insulation
E. Section 15400: Plumbing
1.03 QUALITY
A. All welding shall be In accordance with:
1. Quality welding processes and operators for structural steel according to ASME Sec 9 and AWS D1.1.
2. Qualify welding processes and operators for piping according to ASME "Boiler and Pressure Vessel Code ", Section IX,
"Welding and Brazing Qualifications ",
B. All material shall be domestically manufactured.
1.04 SUBMITTALS
A. Submit product data for review on piping and fittings to engineer and architect, Submittal data shall include:
1. Manufacturer of pipe.
2. Tests or listing by recognized testing laboratory that certifies material composition is In accordance with
ANSI /ASTM requirements.
3. Product data for pipe and fittings to be used on each piping system.
4. Welding procedures for steel pipe.
5. Solder and brazing product data and installation procedures.
B. Welding Certificates:
1. Submit a current copy of the Welding Certificate for each welder, signed by the Contractors certifying that each
welder has passed the AWS qualification tests for the processes Involved and they comply with the above requirements.
PART 2 - PRODUCTS
2,01 COPPER PIPE
A, Conform to ASTM 8 -88 specification for wrought seamless copper.
B. Type DWV, hard for:
series filler metal suitable for brazing.
1. Condensate piping 1 -1/2" and smaller.
2.02 COPPER PIPE FITTINGS
A. Sweat type, wrought copper, ASTM 862, with dimensions conforming to ANSI 816,22 and sweep patterns for copper
tubing.
B. Dielectric Connections:
1. Provide at junction of copper pipe and equipment with steel piping systems.
2, Central, Dielectric insulating unions, and Insulating flange unions, as manufactured by Central Plastic Company, or
CTS Fabrication USA (1 -1/2" thru 8 ").
3, Provide copper solder joint to plated female iron pipe for sizes 1/2" through 2'
4, Provide Insulating flange unions, malleable female iron pipe thread to copper solder joint flange unions for sizes
2 -1/2" through 4 ".
S. Brass fittings and valves may not be used for dielectric union locations.
C. Unions: Brass ground joint, 250 lb. working pressure.
D. Nipples: Brass.
E. NSF -61 for use on domestic water system.
F. Copper Pro -Press fittings by Viega, conforming to the material and sizing requirement of ASME 88.16 or ASME
816.22. 0 -rings for copper press fittings shall be EPDM. Type "DWV" for Interior piping up to 4- inches in size for:
1. Condensate
2, Domestic cold water.
G. Contractor shall use only tools by Viega and Rigid Tool Company.
H. NSF -61 for use on domestic water system.
2.03 CAST IRON SOIL AND VENT PIPE
A. Conform to ASTM A -74, A -iii, and CISPI 301, CISPI HS -74, 150 9001, 2000 NSF, IAPMO listed, manufactured by ABM,
Charlotte or Tyler.
B. Standard weight cast iron piping shall be used for all above ground.
1. Sanitary and vent
2. Condensate piping 2" inch and larger
C. Joints in Cast Iron Pipe:
1. Above grade: No -Hub using stainless steel couplings, meeting ASTM C1540. Provide "Husky" SD4000 heavy duty
couplings.
2. Below Grade: Bell and Spigot extra heavy with Charlotte neoprene compression gaskets, ASTM C 564, CISPI HSN.
3. Provide Charlotte extra heavy gaskets on extra heavy weight cast iron.
2.04 MISCELLANEOUS PIPE ACCESSORIES
A. Escutcheons: Chrome pipe escutcheons, slip -on or split type where pipe passing through finished walls or ceiling
may be visible.
B. Exposed Metal Pipe and Trim: Chrome plated.
C. Control System Connectors: Crane No. 3116, 1" steel half couplings, or 1" female pipe thread connectors.
D. Install 18 gauge sheetmetal or galvanized steel pipe saddles to protect Insulation,
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2.05 ALL PIPING AND FITTINGS SHALL BE THE SAME MANUFACTURER.
2.06 ALL PIPING AND FITTINGS SHALL BE MANUFACTURED IN THE UNITED STATES,
PART 3 - EXECUTION
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Arciil�ect of Record:
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3.01 INSTALLATION
• • Y i •
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A. Clean inside of pipe before Installing it. Keep Installed piping dean, and protect ends from foreign mater by •• •
capping or plugging them during transit, jobsite storage and Installation. Open ends of all piping systern� Khali be,• • • • • Y • •
protected at all times.
8. Install pipe so that it does not Interfere with opening of doors or apparatus, access to equipment, or to
electrical equipment.
C. Do not install pipes In such a way that they will apply torque to pumps. After pumps have been Installed and
pumps have been operated, recheck and realign pumps If necessary.
D. Run pipes in straight lines and square with building. Install risers plumb. Make offsets only where Indicated and
where necessary.
E. Install branch connections using separate tee or lateral fittings for each branch. Do not combine branches into
"bullhead tee" arrangement.
F. Do not Install water pipes in electric rooms, switchgear rooms, tele /data rooms, transformer rooms, audio /visual
rooms or elevator equipment rooms. Water piping shall not be brought Into electrical rooms for electrical grounding.
G. Do not Install piping above electrical equipment such as starters, variable frequency drives, motor control
centers, or disconnects. Maintain code required clearance above, below and to sides of electrical equipment. Piping
not permitted to run over any electrical panels.
H. In so far as possible, drainage piping shall not be installed overhead, whether exposed or above ceiling, in
operating rooms, delivery rooms, nurseries, food preparation or serving areas, and in rooms listed above. Where
unavoidable, provide drain troughs or other means to carry away leakage and run waste line to nearest sink. Drop 1"
through ceiling and spill over sink. Provide with chrome escutcheon.
I. Branch Lines:
1, Vapor branch lines shall come off top of mains. Liquid branch lines shall come off bottom of mains.
3.02 PIPE JOINTING
A. Preparing Pipe Ends:
1, Machine cut pipe ends square,
2. Ream pipe ends, after cutting, to full diameter.
3. Where pipe Is to be threaded, secure pipe In pipe stand, die cut, full depth, right hand threads. Threads to be
taper type.
4. All threaded pipe joints to have suitable pipe sealant applied to threads prior to assembly of joint. Joints shall
be leak proof.
5. Where pipe is to be welded, die -cut end of butt joints at 30 degree taper. Weld should have a full penetration with
no bubbles or holes. Remove all slag.
B. Soldered and Brazed Joints:
1. Make soft copper pipe joints with suitable flux and 95/5, lead free solder.
C. Copper Press Fittings:
1. Copper press fittings shall be made In accordance with the manufacturer's installation instructions. The tube shall
be fully inserted Into the fitting and the tubing marked at the shoulder of the fitting. The fltting alignment shall
be checked against the mark on the tubing to assure the tubing is fully engaged inserted In the fitting. The joints
shall be pressed using the tool approved by the manufacturer.
D. Cast Iron Pipe Joints:
1. Install compression gaskets and heavy duty No -Hub bands in accordance with CISPI Installation methods and
manufacturer's instructions. Provide with 80 pounds of torque, 100 pounds maximum on tightening of screws on the
gasket. Piping up to and including 4 -inch shall have a minimum of four (4) sealing bands, 3 -Inch wide. Coupling sizes
5 -inch up to 10 -inch shall have six (6) sealing bands, 4 -inch wide.
E. Bracing Joints:
1. Provide braces and bridle rods as required to reinforce joints.
2. If mechanical lock type couplings are used, then prepare pipe ends and make joints In accordance with pipe coupling
manufacturer's printed instructions.
3. Where large pipes underground are subject to shock because of sudden changes in liquid flow rate, provide concrete
"kicker" blocks at joints, fittings, and changes of pipe direction. Provide "kicker" blocks In accordance with
applicable pipe industry trade or research organization recommendations.
3.03 ESCUTCHEONS
A. Provide chrome plated escutcheons where uninsulated pipes penetrate walls or ceilings of finished spaces.
3.04 TESTING
A. Before piping is concealed, recheck it for leaks.
B. Rework or replace defective and leaking joints, and joints which are otherwise unsatisfactory. Peening, caulking,
and doping are not permitted.
PIPE HANGERS
SECTION 15061
PIPE HANGERS
PART 1 - PART 1 - GENERAL
1.01 RELATED WORK
A. Section 15060: Piping and Fittings
B. Section 15250: Plumbing System Insulation
1.02 SUBMITTALS
A, Submit product data for review.
PART 2 - PART 2 - PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS
A. Anvil, Fee and Mason, B -Line, Viking, PHD, and Reliable. Grinnell numbers are used for reference.
B. Plumbing and Medical Gas roughin within wall to fixtures shall be provided with HoldRlte Mounting System to
secure piping in place and prevent movement.
PART 3 - HANGERS
A. Anvil Figure *260 MSS Type 1, clevis hangers for: Non - insulated steel and galvanized piping 2" through 24"
diameter, Non - insulated cast Iron pipe - 3" and larger.
B. Anvil Figure *260 clevis hangers with Figure 167, MSS Type 40 galvanized Insulation protection shields (sized
for supporting insulation having a compressive strength of 4 psi). Support piping on outside of Insulation. Size
PP 9 9 P 9
hangers so that pipe insulation passes through them without interruption.
1. All Insulated piping.
C. Anvil Figure CT -69, MSS Type 10 with adjustable wrought tubing ring hanger, copper plated for:
1. Non - Insulated copper tubing with no longitudinal movement. Non- insulated cast iron piping up to 2" and less.
D. Anvil Figure #261, MSS Type 2, riser clamps (at floor slab penetrations) to support:
1. Steel pipe risers.
2. Grinnell Figure *CT -121, MSS Type 8, riser clamps (at floor penetrations) to support: Copper pipe risers.
E. All non -upper hangers on Interior piping shall be hot dipped galvanized steel including hanger rod, hanger,
washers and nuts.
3.01 INSERTS
A. Concrete Insert: Grinnell Figure *281, MSS Type 1B, universal concrete inserts, adequately sized and correctly
positioned to support full load operating systems.
B. Concrete Insert, Wedge Type: Grinnell Figure *281, 1/4" to 7/8 ".
C. Lightweight Concrete Insert: Grinnell Figure #295.
D. Continuous Concrete Insert: Grinnell Power strut Figure *PS -349 pre - galvanized.
3.02 EXPANSION ANCHORS
A. Hilti kwik -bolt, zinc plated, metal expansion anchor to be used on existing construction.
B. Anchor to meet U.L., ICSO -4627 and F.M. Listings.
3.03 CLAMPS
A. C- Clamps: Grinnell Figure *87, MSS Type 23, with retainer strap.
B. Use these for attaching hangers to steel beams. Do not weld hanger rods to structural steel members.
C. Malleable Beam Clamps: Grinnell Figure *218, MSS Type 30: Use these for attaching hangers to bar joists.
PART 4 - EXECUTION
4.01 PIPE HANGERS
A. Support pipes on specified hangers so that equipment, pumps, and fittings do not bear weight or stresses from
vibration and swaying of pipe. Support pipe risers at regular intervals In pipe shafts at least once at each floor
level or a maximum of 12' -0" apart. Do not use perforated metal, strap Iron, or band Iron. Do not make offsets In
hangers.
B. Maximum allowable spacing of pipe hangers shall be in accordance with the Florida State Building Code - 2010
Mechanical and Plumbing. Space hangers and brackets at closer Intervals where necessary to maintain levels, slopes,
and drainage, or to prevent sagging or swaying of pipe..
C. Cast Iron Pipe. In addition to the code requirements, provide minimum of one hanger per section close to joint
on barrel and at change of direction and branch connection,
I•
+ �c� A R P A Y
W Arch itectsP.C.
Qalthcare 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 AA2600990
SEAL: All
CONSULTANTS:
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Smith
Seckman
Reid, Inc.
600 West Hillsboro, Suite 300
Deerfield Beach, FL 33441
(954) 421 4260
FAX: (954) 421 -1466
www.ssr- ine.com
Firm Certification - EB- 0000857
Dennis O. Davis PE - 58588
John E. Moulder PE - 33200
SSR JOB # 1232010.0
HOSPITAL:
SOUTH MIAMI HOSPITAL
PROJECT:
INTERIOR
RENOVATIONS FOR
CENTRAL MONITORING
ADDRESS:
6200 Southwest 73rd Street
South Miami, FL 33143
AHCA:
CLIENT CODE /FILE NUMBER: 231100154
7 -1
NUMBER: 187-1
PROJECT ID/SUBMISSION M BER• U
2
Bid and Permit Set
07 -15 -12
1
AHCA Stage III
a7 -03 -12
NO.
DESCRIPTION
DATE
REVISIONS/ISSUES
DRAWN: CHECKED:
CON/REF No. 0000
PROJECT No. 3606
DATE: 07 -03 -12 SCALE: As Indicated
SHEET NO.
P0.2
lhis doeurrirsnt is o cop; iyh: protec'eJ Inr;tr ntc of g2nice, p cperl t AFF?'' and
hcenaeJ or arc In the titled rro o,d). k.p �ductior n roe o - thi d curer
wi +hpUt wrlt'en p=.rrrlssior of AFRA'� is illegal on,i r,jll be. prc7erjf. =d _i,;{ r F =. law,
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