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ADDENDUM NO. 1
SEPTEMBER 15, 1999 ,_
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ER RENOVATION AND ADDITION � �JJ =_-�- _
EAST PASiCO MEDICAL CENTER I , D /1/w`- ,c��- -- _ `
ZEPHYRHILLS, FLORIDA (�- ��tv= ;
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JOB NO.�99033.00 �
EARL SWENSSON ASSOCIATES
2100 WEST END AVENUE
NASHVIL'LE, TN 37203
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This revision forms part of the Contract Documents and modifies the original Bidding
Docume�n�ts, dated August 25, 1998, as outlined here in addition to being shown on the
drawings�as Delta 1, Dated September 15, 1999:
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CHANGES TO THE DRAWINGS
Sheet A-7 ,
1 . Incorporate the changes as indicated in ASK-1, dated September 15, 1999, Delta No. 1.
2. Delete half wall at Child Play as indicated in ASK-2, dated September 15, 1999, Delta
No� 1.
Sheet A-2�
1. Inco�porate the changes as indicated in ASK-3, dated September 15, 1999, Delta No. 1.
2. Deliete fur down at Child Play as indicated in ASK-4, dated September 15, 1999,
Delfia No. 1.
Sheet F-1
1 . Inco porate the plan and schedule changes as indicated in FSK-1, dated September
15, 1999, Delta No. 1.
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� 2. Inco porate the changes as indicated in FSK-2, dated September 15, 1999, Delta No. 1.
Refer to the attached M, P, & E Revision.
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ADDEND � NO.1 P�GE 1 JOB NO.99033.00
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REFERENCE SHEET -21
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L� Eer�S�rs�S80e ASSocI$l�eS � s ,
r,�' ��� or. ob Num er po{e
ER Renovation and Addition 99033.00 9-15-99
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East Pasco Medical Center ��w
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ER Renovation and Addition 99033.00 9-15-99
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ER Renovation and Addition 99033.00 9-15-99
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ER Renovation and Addition 99033.00 9-15-99
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REFERENCE SHEET F-1
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5 6
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ER Renovation and Addition 99o33.00 9-15-99
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, East Pasco Medical Center Je�Is�ans
FS K -1 ZEPHYRHILLS,FLORIDA 0 9-15-99
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E8!'1 580�1 ASSOC�8�8 6 6
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ER Renovation and Addition 99033.00 9-15-99
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East Pasco Medical Center �ss
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Pho�nix De�ign Group Project Addendum No. 1 �
104 Woodmont Blvd Suite 218
Nashville, TN s�2os September 15, �1999
615-386-9287 vo`i�ce 615-385-0922 fax
i
Project: EastlPasco Medical Center ER Renovation To: Jim Breslin
Location Zephyrhills, FL From: Jon Long
Subject: Addendum No. 1 Project 98027.06
Addendum No. 1
East Pasco Medical Center
ER Renova�ion and Addition
Zephyhills, FL
ESA Project No. 98033.00
PDG Project No. 98027.06
This Addendum forms an integral part of the Contract Documents and modifies the original Documents
dated August 25, 1999 as outlined here in addition to being shown on the drawings as Delta 1, dated
September 5, 1999.
CHANGES TO THE DRAWINGS
Sheet E0.02—Electrical Site and Powerhouse Plan:
1. Add �els ECB and E B to electrical owerhouse lan as shown on attached sketch ESK-1 dated
P ,� Q P P �
Septem er 15, 1999.
Sheet E1.0 —Lighting First Floor Plan:
1. Revise 'ghting layout in admitting area as shown on attached sketch ESK-2, dated September 15,
1999.
Sheet E2.0 i —Power and Systems First Floor Plan:
1. Revise power and systems layout in admitting area as shown on attached sketch ESK-3, dated
September 15, 1999.
Sheet E6.0 —Electrical One Line Diagram:
1. Revise one line diagram to include panels ECB and EQB and correct wire and breaker size on
genera��r as shown on attached sketches ESK-4 and ESK-5, dated September 15, 1999.
Addendum 'o. 1 Page-1 Phoenix Design Group, Inc.
� 104 Woodmont Blvd•Suite 218•Nashville,TN 37205•(615)386-9287
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Sheet E6.02I—Electrical Schedules:
I
1. Add panel schedules for panels ECB and EQB and revise schedule NER as shown on attached
sketches�ESK-6, ESK-7, and ESK-8, dated September 15, 1999.
�
Sheet M0.01 —Schedules:
�
1. Revise the VAV Box Schedule as shown on attached sketch MSK-1, dated September 15, 1999.
2. Revise riote 3 on the Fan Schedule as shown on attached sketch MSK-1, dated September 15, 1999.
3. Revise riote 8 on the Air Handling Unit Schedule as shown on attached sketch MSK-2, dated
Septemb�er 15, 1999.
Sheet M1.OlYl —First Floor Plan—HVAC:
1. Revise the ductwork as shown on attached sketch MSK-3, dated September 15, 1999.
Sheet M1.02—First Floor Plan—HVAC Piping:
1. Revise he thermostat location to terminal unit V20-5 as shown on attached sketch M
, SK-4, dated
September 15, 1999.
2. Revise the hot water flow to terminal unit V20-5 as shown on attached sketch MSK-4, dated
September 15, 1999.
Sheet P2.01 —First Floor Plan—Plumbing:
1. Add the following note to fixture P-3 in Exam/Cast Room 1-101:
"13. Contractor shall provide P-3 fixture with J.R. Smith 8730 interceptor."
2.
Sheet FP-1 i First Floor Plan—Fire Protection:
1. Revise e sprinkler layout as shown on attached sketch FPSK-1, dated September 15, 1999.
I
CHANGES TO THE SPECIFICATIONS
1. Add a�ached Section 15375 — Stand i e and Hose S stem.
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2. Add at�ached Section 15510—Automatic Sprinkler System—Wet Pipe.
3. Add att�ched Hydraulic Calculations.
'�
n Addendum�To. 1 Page-2 Phoenix Design Group, Inc.
104 Woodmont Blvd•Suite 218•Nashville,TN 37205•(615)386-9287
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^ � _ � LOCATION; East Pasco Medical Center SHEET NO.: M0.01 I
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i � 1a4 woodmant t31vd. yite 218
Nashvillc;, 'fN .17 U� SCALE: No Scole DATE: 9-15-99 REVISIONS: � DRAWN DY: JWW
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PROJECT: ER Renovation and Addition MSK— 2 ;
� � LOCATION: East Pasco Medical Center SHEET NO.: M0.01
1� � � -J .�, � �/'�a ARCHITECT: Earl Swensson Associates J00 NUMBER: 99033.00
F 10h Woodmont �Ivd. uito 218
Noar,��n�:, rN .s as SCALL: No Scale UATE: 9-15-99 RF_�/ISIQNS: � � DRAWN BY: JWW �I
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� I PROJECT: ER Renovation and Addition MSK-3
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� LOCATION: East Pasco Medical Center SHEET NO.: M1.01
i ARCHITECT: Earl Swensson Associates JOB NUMBER: 99033.00
: 104 Woodmonl 81vd. SLita 218
Nashville, TN 3� os SCALE: 1/8"=1'-0" DATC: 9-15-99 REVISIONS: � DRAWN 8Y: JWW
(615) J86-9287 (FAX: �85-0927)
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� PROJECT: ER Renovation and Addition MSK-4
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� 104 Woodmonl Blvd. 5uitn 218
IJa�hvilla, TN s i2os SCALE: 1/8"=1'-0" DATC: 9-15-99 REVISIONS: Q DRAWN BY: JWW
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. I LOCATION: ZEPHYRHILLS, FLORIDA SHEET NO.: E0.02
� I� /� ARCHITECT: EARL SWENSSON ASSOCIATES JOB NUM6ER: 98027.06
104 Woodmont �Ivd. Suite 218
� Nashville, rN 3�2ios SCALE. 1/8`'=1'-0�� DATE; 9-15-99 REVISIONS. � DRAWN BY: LAH
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- � I LOCATION: ZEPHYRHILLS, FLORIDA SHEET NO.: E1.01
J —1 � /� ARCHITECT: EARL SWENSSON ASSOCIATES JOB NUMBER: 98027.06
104 Woodmont Blvd. Suite Z18
° Nashville, TN 372'05 SCALE: 1�8��=1�-0�� DATE: 9-15-99 REVISIONS. � DRAWN BY: LAH
(615) 386-9287 (FAX. L�85-0927_)
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� LOCATION: ZEPHYRHILLS, FLORIDA SHEET NO.: E2.01
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10� Waadmont �Ivd. ite 218
� Nashville, TN 372 5 SCALE: 1 8��=1'-0�� DATE; 9-15-99 REVISIONS: � DRAWN BY: LAH
(615) 386-9287 (FAX: 3�35-0922) � �
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S]ECT�ON 15375
S'Y'AND1'IPE AND kIOS� SYSTEiYi
I'f\RT 1 - GE�NElZ�L
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1.U1 REL�aTED DOCUl�1ENTS
` Dra�vings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to this Section.
1.02 SECTION INCLUDES
A. Standpipe system.
1.03 RELATED SECTIONS
A. Sec�on 15325 - Sprinkler Systems.
1.04 REFERENCES
A. NFPA 14 - Installation of Standpipe and Hose Systems.
B. UL -Fire Protection Equipment Directory.
1.05 SUBlYIITTALS FOR REVIEW
A. Product Data.: Provide manufacturer's catalog sheet for equipment indicating rough-in size,
finish, and accessories.
B. Shop Drawings: Indicate supports,.components, accessories, and sizes.
�
1.06 SUBMITTALS AT PROJECT CLOSEOUT
A. Projact Record Documents: Record actual locations of components.
B. Ope ation Data: Include manufacturer's data.
•� ,
C. Maintenance Data: Include servicing requirements and test schedule.
- D. CerGi icates:The installing Contractor shall complete and sign the apropiate material and
test�oertificates per NFPA 13 Sec 8-2. Provide certificate of compliance from authority �
, havi���g jurisdiction indicatin� approval of field acceptance tests. �
� � .
1.()7 QU�LITY ASSURANCE
. A. Pcrfirm Work in accordance with NF'PA 14.
, Au�ust 25, 1999 15375 - l 99033.00
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B. Installer Qu��litications: Cumpany sp�cializin�in �r:rforming the work of this sectioa�vith
� ;
mimm�un three vears docum�nted e� eriencr:.
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, 1.03 DCL�,IVERY, STORr\G�, AND PROT�CTION
A. Delivler�u1d store roduets in shi in17 ZCh�t7II117 u t' '
I p pp ` p � ` n il ulstallation.
I
PART 2 - PROO DUCTS
I
2.01 VALVES
I I
A. Hose Connection Valve: Angle type; brass finish; 2-1/2 inch size, thread to match fire
' department hard�vare, 300 psi working pressure, with threaded cap and chain of same
maten�
al and finish.
PART 3 - EY�CUTION
3.01 INS� LLATION
A. Install in accordance with manufacturer's instructions.
B. Install in accordance with NFPA 14.
C. Where static pressure exceeds 100 psi at any hose station,provide pressure reducing valve
to preuent pressure on hose exceeding 90 psi.
D. Provi�e two way fire department outlet connection on roo£ I
I
E. Flush entire system of foreign matter. i
3.02 FIELD QUALITY CONTROL � I�
II . I
A. Test e tire system in accordance with NFPA 14. �
B. Test Ihall be witnessed b Fire Marshall. Owner's insurance undenvriter.
Y
Archi ect/Engineer.
END OF S�CTION
; nu�ust 25, 199�� 15375 - 2 99033.00
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AUTO�IATTC SPRINKLER SYSTENI-�VET PIPE
P�RT 1 - GENERAI,
1.01 RELATED DOCTJ��NTS:
A. The other Contract Documents complement[he requirements of this Section. The
� General Requirements apply to the work of this Section.
B. Refer to other 15000 sections of this specification for additional scope, material,
installation,and execution of work requirements.
1D02 SCOPE:
A. Under this section, includes all labor, material, equipment and services necessary
for and reasonably incidental to the design, fabrication and installation of the
automatic sprinkler system.
i
B. I 'It is the intention of the specifications to cover a complete wet pipe sprinkler
system designed and installed in accordance with tlie latest standards of the
' National Fire Protection Association and subject to the inspection and approval of
the Fire Insurance Rating Organization Having Jurisdiction, and the local public
� authorities,by a Contractor duly licensed and regularly engaged in the installation
� of automatic sprinkler equipment,using only experienced workmen.
C. � Only the following downgrading deficiencies from a maximum graded installation
� will be acceptable:
I
' 1. Only a single source of water supply to the automatic sprinkler system is
� to be provided.
D. ' Any additional deficiencies which are to be brought to the attention of the
�, Architect/Engineer and approved in writing prior to plan review and installation,
; by an authorized representative of the Owner.
I I �
1.03 CODES AND REGULATIONS:
' A. Sprinkler system design, equipment, materials, devices and installation shall �
conform to NFPA Codes and Requirements of Governmental Bodies and Bureaus
as listeci below. -
. nu�ust 25, 1999 15510-1 99033.00
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1. NFP:\-13.
2. Local Fire Department.
3. State Fire N[arshall
4. City Building Department.
• �. Fire Insurance Rating Bureau.
; 6. ACHA
1:04 SUBNIITTAI.S:
A. Refer to Section regarding, Submittals, and be governed accordingly. Prepare and
submit six (6) complete sets of detailed workin� drawings showing equipment,
underground fire service lines, risers, piping an.d heads. These drawings shall be
prepared by an accredited sprinkler installation company's and shall be submitted
to and approved by the Local Fire Department, the Fire Insurance Rating Bureau,
and the Authorities having jurisdiction,prior to submitting to Architect/Engineer.
B. Sprinkler Drawings shall be coordinated with the mechanical and electrical ,
, drawings, and the Architects' reflected ceiling plans. Because the drops for
sprinkler heads will be installed before the li�hting, air ducts and air outlets are
installed, the Sprinkler Contractor shall locate the heads so as to avoid interference
� � with such items. Locations for mechanical and electrical items shall have priority
over sprinkler piping.
C. � If this is not feasible within the time frame allowed, Architect/Engineer is to be
; contacted for further instructions and requirements relative to plan review prior to
; installation. Authority to commence installation will not be granted until the
j requirements herein noted are satisfied.
�
D. ! Fumish Architect with six (6) sets of accurately marked "a�built" shop drawings
upon completion and acceptance of over-head piping.
1.05 WIRING:
A. i Division 16 Contractor shall furnish wiring for signal and alarm devices furnished
�by Sprinkler Contractor. ;
i
1�.06 INSTRUCTION: .
i� A. Furnish typed instructions relative to sprinkler controls, alarm device operations '
and emergency procedures. -
, nu�ust 25, 1999 15510-2 99033.00
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B. Instructions shall be encased in a metal trame �vith glass or lucite cover and shall
be pernianently installed next to sprinkler riser main.
1.07 SPRINKLER DESIGN:
, A. The sprinl:ler system shall be as indicated on the Drawings.
B. Piping and sprinkler equipment in unheated areas shall be protected against
freezinQ or cold weather damage as indicated in the Standards and Appendices of
National Fire Protection Association Pamphlet No. 13 and as required by the
above cited authorities.
C. Overhead sprinkler piping and equipment shall be designed, fabricated and
installed in accordance with the Standards and Appendices of the latest edition of
the National Fire Protection Association's Pamphlet No. 13, the Fire Insurance
Rating OrganizationHaving Jurisdiction, and the local public authorities.
D. Sprinkler riser:�Existing
E. Siamese fire department connection: Existing
F. Cutting structural members for passing of sprinkler piping or pipe hanger
fastenings will not be permitted, except with approval of Architect.
G. Sleeves shall be installed where piping passes through foundations, walls, floors,
ceiling, or other building construction. Chrome plated split wall plates or
; escutcheons shall be installed where exposed piping passes through a finished
floor, wall or ceiling, and they shall fit snugly around piping. Where decorative
�, escutcheons or wall plates are not required, suitable wall plates shall be provided
at each hole to insure effectiveness of the floor or wall as a fire stop.
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, Au�ust 25, 1999 15510-3 99033.00
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H. This Concractor shall be responsible tor all openin� required tor sprinkler piping
when tound�l[lOIlS, walls, floors and girders are installed. Any additional cutting
openin��s that should have been provided for will be paid for by this Contractor.
, I. Excavation, trenchina, installation of underground piping and backtilling shall be
, in accordance with the Standards and appendices of National Fize Protection
Association Pamphlet No. 24, the Fire Insurance Ratin� Organization Having
, Jurisdictionand local public authorities.
J. At completion of work, furnish and install a cabinet mounted on wall next to
sprinkler riser. Furnish extra sprinkler heads and a wrench as per National Fire
Protection Association Pamphlet No. 13 and provide one copy of National Fire
' Protection Association Pamphlet No. 13A "Sprinkler Nlaintenance" therein.
K. Once a system is in commission, its valves shall be locked in the fully open
' position.
L. ' The General Contractor's superintendent shall inspect the valves of the activated
sprinkler systems at the end of each workday to be certain they are locked in an
open position.
M. , The sprinkler contractor shall establish the necessary liaison with the General
Contractor's superintendent to insure compliance with. these requirements and
, proper protection of the project on a continuing basis.
N. ; Any deviation from these specifications shall first be approved in writing by
' Architect/Engineer.
� ,
P'ART 2 - PRODUCTS
Z.Ol PIPE MATERIAL:
A. '� Interior Piping: Black steel, in accordance with the requirements of NFPA 13.
'At Contractor's option and if accepted by the local authorities having jurisdiction, '
UL listed and FM approved, threadable, light weight exterior galvanized, ASTM
A-135 steel pipe may be used in sizes up to and including 3 inches. Allied XL
pipe or approved equal. Fittings shall be as recommended by the manufacturer. !
B. Screwed Fittings; malleable iron, 175 PSI cold water pressure meeting ANSI B2.1 ,
, Au�ust 25, 19J9 15510-4 99033.00
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� �lnd ANSI-B16.3 (latest revision).
C. � Flan�ed tittin��s; cast iron, 175 psi cold water pressure meeting ANSI B16.1
(latest revision).
, D. Grooved Couplings: Gruvlok or Victaulic. UL Listed and FVI approved for tire
, service.
' E. Valves as required by Section 15101 and FiV1 approved.
2.02 EQUIPN�N'T:
A. Equipment listed herein shall be Gem/Grinnell, Central Sprinkler, Pouer Roemer
or equivalent as acceptable to the Fire Insurance Rating Bureau.
1. Flow switch.
2. Pressure gauges.
, 3. Valved drains and test connection.
4. Zone shut-off valves, Butterfly Valve. �
2.03 .__SPRTNKLER HEADS:
A. ; Sprinkler shall be of the following types:
1. Certain areas with suspended ceilings; head with concealed sprinkler body,
1/2" flush mounted, semi-recessed escutcheon, satin chrome finish.
2. Other areas with suspended ceiling only where indicated on drawings;
Quick Response pendant type, chrome plated, exposed body and 1/2"
semi-recessed escutcheon.
' 3. Areas without finished ceilings and in concealed spaces, standard upright
type head for exposed piping, brass fmish.
i
4. Area as indicated on drawings shall be protected with sidewall sprinkler
�
heads. � !
, �ugust 25, 1999 1551 U-5 99033.00
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. � .. .. �;�.:. ---„
.^z"y'�
r ..._.,_�:i�:.
I �
� ��. Sprinkler heads exposed to the weather shall be corrosion resistant or wa;t
• coated).
6. Sprinklers which are so located as to be subject co mechanical injury (in
� either the upri�ht or the pendent position shall be protected with approved
. cadmium plated wire cage guards.
7. Sprinkler escutcheons of the "deep �vell" type �vill not be pemutted
without the written approval of the Architect/Engineer.
B. Sprinkler heads shall be of the ordinary temperature range, 1�SF., e�cept where
subject to high temperatures caused by unit heaters, hot pipes, radiant ceilings, or
other heat source, heads shall be of high temperature type, 286F..
2.04 TEST�:
A. Upon completion of the installation, the under�round and overhead piping systems shall
be tested and the under�round system flushed in a method acceptable to the Fire
Insurance Rating Or�anization Having Jurisdiction and local Authority prior to
admitting water to the systems. Instructions regarding witnessin� of the flushing
- and tests shall be obtained from the Architect at least 48 hours prior to the �
� flushing and tests.
�
B. Particular attention is called to the requirements of National Fire Protection
Association Pamphlets 13 and 24 regarding flushi.ng and hydrostatic pressure
testing of the systems.
C. Receipt of acceptable Contractor's Material and Test Certificate, parts A and B,
by the Fire Insurance Rating OrganizationHaving Jurisdiction,is required.
D. Nameplate data for a hydraulically designed sprinkler system should be posted at
the riser.
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Au�ust 25, 1999 1551 U-� 99033.00
I II
• � I 1 ' "a,•` �
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E. The Automatic Sprinkler System or parts thereof shall be activated as soon as such
is possible and reasible.
2.0� GUARAN'TEE:
, A. All equipment and labor furnished under this section of the specifications shall be
guaranteed for a period of one year, from the date of acceptance by an authorized
representative of the Owner either for beneficial use or final acceptance
(whichever is earlier), against defective materials, design and workmanship.
B. Upon receipt of written notice of failure of any part of the guaranteed equipment
durina the Quarantee period from the Owner, or the Architect, the affected part or
parts shall be replaced promptly with the new, by and at the expense of the
Contractor.
2.06 FINAL APPROVAL AND ACCEPTANCE:
A. The Owner's representative after having assured themselves that the installation
appears to be satisfactory in all respects, will issue a Condition Approval to the
General Contractor. This approval will in no way relinquish the sprinkler
contractor's responsibility for compliance with the "requirements" of the
Insurance Rating Organization Having Jurisdiction,per Items 1.02A through D of
this specification. Should the Insurance Rating Or�anization Having Jurisdiction
be unable to issue a letter of "Acceptance Without Exception" due to deficiencies
in the system, the sprinkler contractor shall make the necessary correction(s)at no
cost to the Owner. Exceptions will only be allowed as indicated in the
', requirements of Section 1.02 "Scope of Work."
FART 3 - EXECUTION
3.01 INSTALLATION:
A. Ipstall new fire service line and sprinkler system generally as indicated, exact
requirements and installation shall be in accordance with approved shop drawings.
--END OF SECTION— i
'� �
i
� nu�ust 25, 1999 15510-7 99033.0()
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� West En.gineering Services
G�"� 3414 Crestwood St.
�sT P� Lakeland, FI 33��13 �
� HYURAULIC CALCUL.ATIONS
, FOR
EAST PASCO MEDICAL CTR .
ER RENOVATION
FILE NUMBER= EPMV-2
DATE� Aug 24 , 1999
- ' -DESIGN DATA- -
OCCUPANCY CLASSIFICATION = ORDINARY HAZARD GROUP I
DENSITY = .15 gpm/sq . ft .
AREA OF �APPLICATION = 1500 sq . ft .
COVERAGE� PER SPRINKLER� 90 sq . ft .
Nl.1MRFR �F �PRTNKLERS CALCULATED : 9 sprinklers
TOTAL SPRIiVKLER WHTER r=LOW REQUIRED� 173 .3 gpm
TOTAL WATER REQUIRED ( including hose ) � 423 .3 gpm -
FLOW AND PRESSURE ( @ BOR ) = 173 .3 gpm @ 20 .0 psi
SPftINKLER ORIFICE SIZE � 1/2 inch
�
NAME OF CON7RACTOR� ATLANTTC COAST FIRE PROTECTION , INC . I
- DESIGN/LAYOUT BY: BRIAN CRAWFORD , -
'AUTHORITY HAVING JURISDICTION : PASCO COUNTY
CONTRACT�R CERTIFICATION NUMBER � 731992000199
" CAL_CI,JL_A'T'TUMS (3`f HHSS COMPUTER F�f�OGFCAI'1 ( L.l'�'F_�ISE #k 16Q8049020 )
HRS S'(STF�1S , INC . �
ATLAN"fA , GA
i �
: �� I - - "' ,'t' c�;'E:':�;
Y -' -,
' SP�TNKL,ER SYSTEM HYDRAULIC ANALYSIS Page 1 � _ • � _ -
D�te: 08/24/1999 EPMV-2 .SDF
J�B TI'T'LC: EAST PASCO MEDTCAL CEN1'ER 2ND FLOOR
WATER SUPPLY� DATA
SOURCE STATIC RESID . FLOW AVAIL . TOTAL REQ 'D
NODE P;RESS . PRESS . i� PRESS . t� DEMr�NU PRESS .
TAG (iPSI ) ( PSI )- - � GPM ) ( I�SI ) ( GPM ) ( PSI )
� SP �78 .0 65 .0 500 .0 68 .4 �2:3 .3 20 .0
AGGREGATE FLOW ANALYSIS�
i
TOTAL FLOW AT SOURCE 423 .3 GPM
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250 .0 GPM
OTHEft HOSE STREAM ALLOWANCES 0 .0 GPM
TOT,AL DISCHARGE FROM ACTIVE SPRINKLERS 173 .3 GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE
( FT ) ( PSI ) ( GPM )
SP 19 .0 SOURCE 20 .0 173 .3
1 19 .0 K= 5 .60 10 .1- 17 .8
2 19 .0 K= 5 .60 11 .0 18 .6
3 19 .0 K= 5 .60 14 .4 21 .2
4 � 19 .0 K= 5 .60 10 .2 17 .8
5 ; 19 .0 K= 5 .60 11 .0 18 .6
6 19 .0 K= 5 .60 14 .4 21 .3
7 19 .0 K= 5 ,60 10 .2 17 .9
8 , 19 .0 K= 5 .60 11 .1 18 .7
9 19 .0 K= 5 .60 14 .5 21 .3
10 19 .0 - - - - 16 .3 - - -
11 � 19 .0 - - - - 16 .4 - - -
12 19 .0 - - - - 16 .5 - - -
13 19 .0 - - - - 17 .4 - - -
'
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+ �� SPftINKLER SYSTEM HYU�AULTC ANALYSIS p�ge 2
Date : 0�3/24/1999 EPMV-2 .SDF
JOB TITL.E� �EAST F�ASCO MEDICAL CENTER 2ND FLQOR
PTPE DATA
PIPE TAG ' Q( GPM ) DIA( IN ) LENGTH PRESS ,
END ELEV . NOZ . P1' �ISC . VEL( FPS ) HW( C ) ( FT ) SUM .
NODES ( FT ) ( K ) ( PSI ) ( GPM ) F ,L ./FT ( P5I )
', Pipe: 1 -17 .8 .1 .049 PL 8 .50 PF O .y
� 1 19 .0 5 ,6 10 . 1 17 .8 6 .6 120 FTG ---- PE 0 .0
2 19 .0 5 .6 11 .0 18 .6 0 .105 TL 8 .50 PV 0 .3
Pipe: 2 � - .- -36 .4 1 .049 PL 8 .50 PF 3 .4
2 19 .0 5 .6 11 .0 18 .6 13 .5 120 FTG ---- PE 0 .0
3 19 .0 5 .6 14 .4 21 .2 0 .394 TL 8 .50 PV 1 .2
i
Pipe: 3 -57 .6 1 .380 PL 2 .00 PF 1 .9
3 19 .0 5 .6 14 .4 21 .2 12 .4 120 FTG T PE 0 .0
10 19 .0 0 .0 16 .3 0 .0 0 .243 TL 8 .00 PV 1 .0
Pipe: 4 -57 .6 3 .260 PL 10 .50 PF 0 .0
10 19 .0 0 .0 16 .3 0 .0 2 .2 120 FTG ---- PE 0 .0
11 19 .0 0 .0 16 .4 0 .0 0 .004 TL 10 .50 PV 0 .0
Pipe= 5 -17 .8 1 .049 PL 8 .50 PF 0 .9
4 19 .0 5 .6 10 .2 17 .8 6 .6 120 FTG ---- PE 0 .0
5 19 .0 5 .6 11 .0 18 .6 0 .105 TL 8 .50 �PV� 0 .3
Pipe: 6' -36 .5 1 .049 PL 8 .50 PF 3 .4
5 19 .0 5 .6 11 .0 18 .6 13 .5 120 FTG ---- PE 0 .0
6 19 .0 5 .6 14 .4 21 .3 0 .395 TL 8 ,50 PV 1 .2
Pipe: 7 -57 .7 1 .380 PL 2 .00 PF 1 .9
6 19 .0 5 .6 14 .4 21 .3 12 .4 120 FTG T PE 0 .0
11 19 .0 0 .0 16 .4 0 .0 0 .243 TL 8 .00 PV 1 .0
Pipe: 8 -115 .4 3 .260 PL 10 .50 PF 0 .1
11 19 .0 0 .0 16 .4 0 .0 4 .4 120 FTG ---- PE 0 .0
12 19 .0 0 .0 16 .5 0 .0 0 .013 TL 10 .50 PV 0 .1
Pipe : 9� -17 .9 1 .049 PL 8 .50 PF 0 .9
7 19 .0 5 .6 10 .2 17 .9 6 .7 120 FTG ---- PE 0 .0
8 19 .0 5 .6 11 .1 18 .7 0 .106 TL 8 .50 PV 0 .3
Pipe: 1;0 -36 .6 1 .049 PL 8 .50 PF 3 .4
8 1�9 .0 5 .6 11 .1 1� .7 13 .6 120 FTG ---- PE 0 .0 i
9 19 .0 5 .6 14 .5 21 .3 0 .398 TL 8 .50 PV 1 .2
i
' PiPe: 1I1 -58 .0 1 .380 PL 2 .00 PF . 2 .0 ,
9 1�9 .0 5 .6 14 .5 21 .3 12 .4 120 FTG T PE 0 .0
12 19 .0 0 .0 16 .5 0 .0 0 .245 TL 8 .00 PV 1 ,0
Pipe: 12 -173 .3 3 .260 PL 10 .50 PF 0 .9
12 1�9 .0 0 .0 16 .5 0 .0 6 .7 120 FTG T PE 0 .0
13 19 .0 0 .0 17 .4 Q .0 0 .02�3 T� 30 .66 PV 0 .3
: ,
Pip�: 13 -173 .3 3 .?_60 PL 71 .00 PF 2 .6
13 1� .0 0 .0 17 .4 0 .0 6 .7 120 F'i"G TG PE 0 .0
= SP 1� .0 SRCE 2U .0 ( N/A ) U .02�3 TL 93 .50 f�V 0 .3
i �
• � - ' -
SPRINKLER SYS7EM HYDRAULIC ANALYSTS Page 3
Date: 08/24/1U�39 EPMV-2 ,SDF
JOB TITLE� EAST PASCO MEDICAL CENTER 2ND FLOOR
NOTES : '
( 1 ) Calculations ware per�ormed by the H�15S 6 .4 .0 comput�er program
under license no . 1608049020 granted by
, HR5 5ystems , Inc .
4792 LaVista Road
', � Tucker , GA 30084
( 2 ) The system has been balanced to provide an average
imbalance at each node ofi 0 .002 gpm and a maximum
imbalance at any node of 0 .023 gpm .
( 3 ) Velocity pressures are printed fior information only , and are
not used in balancing the system . Maximum water velocity
is 13 .6 ft/sec at pipe 10 .
( 4 ) PIPE FITTINGS TABLE
Pipe Table Name� STANDARD .PIP
PAGE: A MATERIAL� S40 HWC: �120
Diameter Equivalent Fitting Lengths in Feet
( in ) E T L C B G A D ,
E11 Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPUlv
� ------------------------------------=-------------------
N
NPTee �
1 .049 , 2 .00 5 .00 2 .00 5 .00 6 .00 1 .00 10 .00 10 .00
5 .00
1 .380 � 3 .00 6 .00 2 .00 7 .00 6 .00 1 .00 10 .00 10 .00
6 .00
PAGE� * MATERIAL= S40 HWC: 120
Diameter Equivalent Fitting Lengths in Feet
( in ) E T L C B G A D
E11 Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv
--------------------------------------------------------
N
NPTee
3 .260 � 9 .41 20 .16 6 .72 21 .50 13 .44 1 .34 17 .47 13 .44
I 20 .16
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SPRINKLER SYST�M HYDRAULIC ANALYSIS Page 4 _
Date : 08/24/1999 �PMV-2 .SDF
J08 TITLE� � EAST PASCO MEDIC�IL CENTER 2ND FL,OOR
WATER SUPPLY CURVE
i
84+ I�
�
� ,
• *\\ I'
� 77+ \\ !
�
; \\
i �\\
i I \\\
70+ � \\
i i 0\\
i � \\
� i * <-65 .0 psi @ 500 gpm
63+ Flow Test Point
�
�
�
i
P 56+
R '
E '
�
S ;
S 49+ �
U , �, - -
�
R ' �
�
E ;
42+
� �
�
P ; .
S ' �
I 35+
� �
�
28+
�
,
�
� '
21+
i X
' �
i I
, � �
i =====--'_______________________
14+ L.EGEND ° ,
� , ��
�
; X = Required Water Supply "
� ; 20 .00 psi � 423 .3 gpm " � '
7+ "
; 0 = A ailable Water Supply "
; 68�.45 psi @ 423 .3 gpm � "
� ��
�
0++-+---+��----+-----+------+--------+--------+---------+-----------+
200 3Q0 4U0 500 600 700 800 900 1000
- FLOW ( GPM )
i
I '
' 2i�:ri
� P � � ' West Engineering Setv�ces �
r �
� ' Ga�'Y 3414 Grestwood St.
'',' �sT PE Lakeland, FI 33813
I
I
�
j
; i HYDRAULIC CALCULATIONS
��I FOR
� �
�
� EAST PASCO MEDICAL CTR.
ER RENOVATION
FILE NUMBER: EPMC
DATE : Aug 24 , 1999
-DESIGN DATA- �
OCCUPANCY CLASSIFICATION: - LIGHT HAZARD
DENSITY: . 10 gpm/sq. ft .
AREA OF APPLICATION: 1500 sq. ft . �
COVERAGE PER SPRINKLER: 196 sq. ft .
NUMBER OF SPRINKLERS CALCULATED: 13 sprinklers
TOTP_T_ SPRT_NKLER F7ATER FLOW REQUIRED: 215 . 6 gDm
TOTkL WATER REQUIRED ( including hose) : 315 . 6 gpm
FLOW AND' P.RESSURE (@ BOR} : 215 . 6 gpm @ 27 . 8 psi
SPRINKLER ORIFICE SIZE: 1/2 inch
NAME OF ICONTRACTOR: �-TLANTIC COAST FIRE PROTECTION, INC .
�
DESIGN/LAYOUT BY: BRIAN CRAWFORD �
I �
AUTHORITY HAVING JURISDICTION : � PASCO COUNTY '
CONTRACTOR CERTIFICATION NUMBER: 731992000199
CtiL:i��1.ATI�NS BY HASS c;�MPrJTER PROGRAM ( LICENSE {� 1bU8�1490LU )
_ HRS SYST�:MS , 1NC .
A`PLANTA, GA
1�, �
' ' aPRIiVKL�R SY�TEM HYDRAULTC ANALYSIS k'�ge �;
• Da�e: 08/24/1999 EPM�.SDF
JOB TITLE: EAST PASCO MEDICAL CENxER
WAT�R SUPPLY DATA
I
I
SOURCE S�TATIC RESID, FLOW AVAIL. TOTAL REQ'D
N4DE PRESS. PRESS. @ PRESS . @ T7EMAND PRESS ,
TAG (PSI ) {PSI ) (GPM) (PSI ) (GPM) (PSI)
��
SP 78 ,a 65 . 0 500n0 72 . 5 315 , 6 27 . 8
i
i
�� AGGREGATE FLOW ANALYSIS :
� I I
� li
TOTAL FLOW Afi SOURCE 315 , 6 GPM �
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100 . 0 GPM
4'�HER HOSE STREAM ALL4WANCES 0 .4 GPM
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 215 . 6 GPM
NODE ANALYSTS DATA
NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE
{FT} {pSI} (GPM}
SP 9.4 SOURCE 27 . 8 215 . 6
Sl 8 . 0 K= 5 . 60 11 . 4 18 . 9
S2 8 . 0 K= 5 . 64 9. 5 � 17 .3
S3 8 . 0 - K- 5 . 60 $ . 8 16 . 6
54 � 8 .0 K= 5 . 60 ? . 9 1.5 .8
i
S5 . 8 . 0 K= 5 . 60 I.0 . 4 18 . 1
S6 8 . 0 K= 5 . 60 9 . 0 16 . 8
S7 . 8 .0 K= 5 . 60 8 . 3 16. 1
S8 ; $ .0 K= 5 . 60 7 . 5 15 . 3
S9 ' 8 .4 K= 5 . 60 14 . 2 1.7 . 9 1
S10 � $ .0 K= 5 . 60 7 . 9 1.5 .8
511 ; 8 .0 K= 5 . 60 '7 . 2 i5 .0
S12 8 . 0 K= 5 . 60 8 . 4 16 . 2
513 R . Q. K= 5 , 60 7 . 9 15 . 7
1 ', 9.0 - - - - 2� . 4 - - -
2 �, 9 .0 - - - - 25 . 5 - - -
3 9.4 - - - - 25 . 1 - - -
4 9 . 0 - - - - 1$ . 2 - - -
5 i 9. Q - - - - 1.2.0 - - -- ,
6 i 9 .0 - - - - 11 . 3 - - -
7 ' 9 .0 - - - - 11 . 0 - - -
8 i 9 . 0 - - -- - I.I. . 7 - - - �
9 � 9 . 0 - - - - 9 . 8 - - - i
14 9.0 - - - - 8 . 9 - - ~ '
11 �` 9 . 0 - _ y _ 9 . 2 y _ - �
12 9 .0 8 . 4
13 9 . 0 - - - - 9 . 1 - - -
14 9 .0 - - - - 8 ,3 - - - �
Z5 9 . 0 . - - - - 8 . 5 - - -
I �
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' ��� SPRZNKLER SYSTEM HYDRAULTC ANALYSTS � Pags 2 - ,
• IIate: 08/2�4/1999 EPMC, SDF
JOB TITLE: jEAST PASCO MEDICAL CENTER
PIPE DATA '
� �
PIPE TAG j Q(GPM) DTA( IN) LENGTH PRESS ,
END E�LEV. NOZ . PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (�fT) (K) (PSI ) (GPM) F. L. /FT (PSI )
', Pipe: �� -15 . 0 1 .049 PL 17 . 00 PF 1 . 6
S11 '8 . 0 5 . 6 7 . 2 15 . 0 5 . 6 120 FTG 2E PE -0 , 4
, 14 '� ,9 . 0 0 . 0 8 . 3 0 . 0 0 . 076 TL 21 .00 PV 0 . 2
P1Pe: 2 -15 . 8 1 . 049 PL 3 . 00 PF 0 . 8
S10 8 .0 5 . 6 7 . 9 15 . 8 5 . 9 120 FTG ET PE -0 . 4
14 9 . 0 0 .0 8 . 3 0 . 0 0 . 084 TL 10 .04 PV 0 . 2
Pipe: 3 -30 . 8 1 . 380 PL 10 . 00 PF 0 . 8 '
14 � 9 . 0 0 . 0 8 . 3 0 . 0 6 . 6 120 FTG ---- PE 0 ,0
13 �, 9 .0 0 . 0 9 . 1 0 . 0 0 . 076 TL 10 . 00 PV 0 . 3
Pipe: 4 -15 . 7 1 . 049 PL 10 . 00 PF 1 . 0
S13 , 8 . 0 5 . 6 7 . 9 15 . 7 5 . 8 120 FTG E PE -0 . 4
15 9 . 0 0 .0 8 . 5 0 . 0 0 . 083 TL - 12 .00 PV 0 . 2
Pipe: 5 -16 . 2 1 . 049 PL 1 . 00 PF � . 5
S12 . 8 .0 5 . 6 8 . 4 16 . 2 6 . 0 120 FTG T PE -0 . 4
15 9 . 0 0 . 0 8 . 5 0 . 0 0 . 088 TL 6 . 00 PV 0 . 2
Pipe: 6 • -31 . 9 1 . 380 PL 2 . 00 PF 0 . 7
15 9 . 0 0 .0 8 . 5 0 . 0 6 . 8 120 FTG T PE 0 . 0
13 9. 0 0 . 0 9 . 1 0 . 0 0 . 081 TL 8 . 00 PV 0 . 3
Pipe: 7 -62 . 7 1 . 610 PL 6 . 5.0 PF 1. 9 ,
13 9. 0 0 . 0 9 . 1 0 . 0 9 . 9 120 FTG T PE 0 . 0
7 � 9 . 0 0 .0 11 . 0 0 . 0 0 . 134 TL 14. 50 PV 0 . 7
�
Pipe: 8 -17 . 9 1. 049 PL 5 . 00 PF 1. 3
S9 ' 8 . 0 5 . 6 10 . 2 17 . 9 6 . 6 120 FTG ET PE -0 . 4
7 � 9. 0 0 . 0 li . Q 0 . 0 0 . 106 TL 12 .00 PV 0 . �
Pipe: 9 -80 . 6 2 . 635 PL 12 . 00 PF 0 . 2
7 9 . 0 0 .0 11 . 0 0 . 0 4 . 7 120 FTG ---- PE 0 .0
6 ; 9 . 0 0 . 0 11 . 3 0 . 0 0 . 019 TL 12 . 00 PV 0 . 2
Pipe : 10 • -15 . 3 1 . 049 PL 15 . 00 PF 1. 3
S8 18 . 0 5 . 6 7 . 5 15 . 3 5 . 7 120 FTG E PE -0 . 4
12 19. 0 0 .0 8 . 4 0 . 0 0 . 079 TL 17 . 00 PV 0 . 2
I I
Pipe: 1�1 -16 . 1 1 . 049 PL 1 . 00 PF 0 . 5
S7 �8 . 0 5 . 6 8 . 3 16 . 1 6 . 0 120 FTG T PE -0 . 4
12 9 . 0 0 .0 8 . 4 0 . 0 0 . 087 TL 6 . 00 PV 0 . 2
Pipe: 12 -31 . 4 1 . 380 PL 10 .00 PF 0 . 8
12 � , 9 . 0 0 .0 8 . 4 0 . 0 6 . 7 120 FTG ---- PE 0 .0
11 9 . 0 0 . 0 9 . 2 ' 0 . 0 0 . 079 TL 10 .00 PV 0 . 3
Pipe : 1�3 -16 . 8 1 . 049 PL 1 . 00 PF � . 6
SE �8 . 0 5 . 5 9 . 0 16 . 8 6 . 3 �2C FT3 � PE -0 . 4 ;
" 11 �9 . 0 0 . 0 9 . 2 0 . 0 0 . 095 TL 6 . 00 PV 0 . 3
i
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' �! SPRINFCLER SYSTEM HYDRAULIC ANALYSIS Page. 3
• Date: 08/214/1•999 EPMC', SDF' �
JQB TITLE. �IEAST PASCO MEDICAL CENTER
PIPE DATA �(�cont . )
i
PIPE TAG �� Q(GPM) DIA( IN) LENGTH PRESS, �
END ELEV. NOZ . PT DISC . VEL(FPS) HW(C) (FT) SUM.
NODE5 (FT) (K} (PSI ) {GPM) F.L . /FT (PSI ) �
� Pipe: 14 -48 . 3 1 . 380 PL 6 . 00 PF 2 , ], ��
11 I9 . 0 0 . 0 9 . 2 0 . 0 10 . 4 120 FTG T PE O , p I
6 �9 . 0 0 . 0 11 . 3 0 . 0 0 . 175 TL 12 .00 PV 0 . 7 I
Pipe: � 5 -18 . 1 1 . 049 PL 5 . 00 PF 1 . 3
SS ',8 .0 5 . 6 10 . 4 18 . 1 6 . 7 120 FTG ET PE -0 . 4
6 i9 . 0 0 .0 11. 3 0 . 0 0 . 108 TL 12 . 00 PV 0 . 3 -
Pipe: 16 -147 .0 2 . 635 PL 12 . 00 PF 0 . 7
6 � 9 . 0 0 .0 11 . 3 0 . 0 8 . 6 120 FTG ---- PE 0 .0
5 ', 9 .0 0 . 0 12 . 0 0 . 0 0 . 059 TL 12 . 00 PV 0 . 5
Pipe: 17 -15 . 8 1 . 049 PL 15 . 00 PF 1 . 4
S4 8 .0 5 . 6 7 . 9 15 . 8 5 . 9 120 FTG E PE -0 . 4
10 9 . 0 0 .0 8 . 9 0 . 0 0 . 084 TL 17 . 00 PV 0 . 2
Pipe: 18 -1.6 . 6 1 . 049 PL 1 . 00 PF 0 . 6
S3 � 8 . Q 5 . 6 8 . 8 16 . 6 6 . 2 120 FTG T PE -0 . 4
10 9 . 0. 0 . 0 8 . 9 0 . 0 0 . 092 TL 6 . 00 PV 0 . 3
Pipe: 19 -32 . 4 1 . 380 PL 10 . 00 PF 0 . 8
10 ' 9 . 0 0 . 0 8 . 9 0 . 0 6 . 9 120 FTG ---- PE 0 . 0
9 9 . 0 0 . 0 9 . 8 0 . 0 0 . 084 TL 10 . 00 PV 0 . 3
Pipe: 20 -17 . 3 1 . 049 PL 1. 00 PF 0 . 6
S2 I8 .0 5 . 6 9. 6 17 . 3 6 . 4 120 FTG T PE -0 . 4
9 � 9 .0 0 . 0 9 . 8 � . 0 0 . 100 TL 6 . 00 PV 0 . 3
,,,
Pipe: 2,1 -49 . 7 1 . 380 PL 6 . 00 PF 2 . 2 '
9 'i9 .0 0 .0 9 . 8 0 . 0 10 . 7 120 FTG T PE 0 . 0
, 5 � 9. 0 0 .0 12..: Q. �., 0 � , 185 TL 12 . 00 PV 0 . 8
Pipe: 2'2 -18 . 9 1 . 049 PL 1 . 00 PF 0 . 7
S1 � 8 . 0 5 . 6 11 . 4 18 . 9 7 .0 120 FTG T PE -0 . 4
8 �, 9 . 0 0 . 0 11 . 7 0 . 0 0 . 117 TL 6 .00 PV 0 . 3
I
Pipe: 23 -18 . 9 1 . 380 PL 4. 00 PF 0 . 3
8 i9 . 0 0 .0 11 . 7 0 . 0 4 . 1 120 FTG T PE 0 . 0
5 � '9 . 0 0 .0 12 . 0 0 . 0 0 . 031 TL 10 . 00 PV 0 . 1 '
i I
Pipe : 2'4 -215 . 6 2 . 635 PL 36 . 00 PF 6 . 3 �
5 9 . 0 0 . 0 12 . 0 0 . 0 12 . 7 120 FTG T PE 0 . 0
4 - 9 .0 0 . 0 18 . 2 0 . 0 0 . 119 TL 52 . 47 PV 1 . 1
Pipe: 25 -215 . 6 2 . 635 PL 40 . 00 PF 6 . 9
4. �9 . 0 0 . 0 18 . 2 0 . 0 12 . 7 120 FTG TG PE 0 . 0 .
3 ;9. 0 0 . 0 25 . 1 0 . 0 0 . 119 TL 57 . 85 PV 1 . 1
� ,
Pipe : 2�6 -215 . 0 4 . 260 PL 1 .00 PF 0 . �
� � . 0 0 . � 25 . 1 0 . 0 4 . 9 120 Fiv T rE 0 . 0
2 9 . 0 0 . 0 25 . 5 0 . 0 0 . 011 TL 27 . 33 PV 0 . 2
', SPRTNKLER SYS'�EM HYARAI7LIC ANALY5T5 PBg� '¢. ,,,,;�- • ' -
' Dat�: OS/2 '��/1.999 -- �'=
EPMC'. SDF- '
JOB TITLE: IEAST PASCO MEDXCAL CENTER ,
PIPE DATA I;cont . )
�
PIPE TAG I; Q(GPM) DIA( IN) LENGTH PRESS.
END E �L�EV, N�Z . PT DISC . VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI ) (GPM) F. L . /FT (pgI )
' P1Pe: 27 -215 . 6 4 . 260 PL 120 . 00 PF 2 ,p
2 , 9 . 0 0 .0 25 . 5 0 . 0 4 . 9 120 FTG 2ET PE 0 . 0
, 1 '9 . 0 0 .0 27 . 4 0 . 0 0 . 011 TL 172 . 67 PV p , 2
I
Pipe: 2�8 -215 . 6 4 . 260 PL 2 . 00 PF 0 . 3
1 �9 . 0 0 . 0 27 . 4 0 . 0 4 . 9 120 FTG T PE 0 . 0
SP � '9. 0 SRCE 27 . 8 (N/A) 0 . 011 TL 28 . 33 PV 0 . 2
i
NOTES: �
(1) Calcula'tions were pertormed by the HASS 6 . 4 . 0 computer program
under l�cense no . 1608049020 granted by
� HRS Systems , Inc.
� 4792 LaVista Road
Tucker, GA 30084
( 2 ) The system has been balanced to provide an average
imbalance at each node of 0 . 006 gpm and a maximum
imbala.nce at any -node of 0 . 176 gpm.
(3 ) Velocity pressures are printed for information only, and are
- not used in balancing the system. Maximum water velocity . '
is 12 . 7 ft/sec at pipe 24.
( 4) PIPE FITTINGS TABLE
Pipe Table Name: STANDARD.PIP
PAGE: A MATERIAL : S40 HWC: 120
Diameter Equivalent Fitting Lengths in Feet
(in) , E T L C B G A D
; E11 Tee LngEl ], C'hkUlv BfVV�.v GatVlv A1mChk DPVlv
� --------------------------------------------------------
N
NPTee
1: 049 ' 2 . 00 5 . 00 2 . 00 5 . 00 6 .00 1 . 00 10 . 00 10 .00
5 . 00
1 . 380 � 3 . 00 6 . 00 2 . 00 7 . 00 6 . 00 1. 00 10 . 00 10 . 00
6 . 00
1 . 610 i 4.00 8 . 00 2 . 00 9 . 00 6 . 00 1 . 00 10 . 00 10 . 00 '
8 . 00 �
i �
- � PAGE: * MATERIAL : S40 HWC : 120 � -
, Diameter Equivalent Fitting Lengths in Feet �
� (in) E T L C B G A D ,
E11 Tee LngEll ChkVlv BfyVlv GatVlv A1mChk DPV�v
--------------------------------------------------------
N
NPTee �
�
. 1
�
; �
� SPRTNKLER SYSTEM HYDRAULIC ANALYSIS Page _�, ;..,;.__ ._ i
� D;a�e: 08/2'4/19�99 EPMC . SDF,
JOB TITLE: � EA5T PASCO MEDICAL CEMTER ��
I , '
2 . 635'�� 8 , 24 16 . 47 5 . 49 19 . 22 9 . 61 1 . 37 13 . 73 13 . 73�
16 . 47
4. 260 13 .17 26 . 33 7 . 90 28 . 97 15 . 80 2 . 63 26 . 33 13 . 17
26 . 33
, �
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' � SPRI�tKLEI2 SX�TE�1 HYDRAfJLIC ANAGYSIS Page 6: _ ;
� �.a�e; os/z�/�:�s� E��c:, s�F
J�H TITLE: '� EAST PASCQ MEDICAL CENTER
WAZ'ER BUPPLY CURVE
�, ,
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$4+ �
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;77+ ��
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; � * <-65 .0 psi @ 50Q gpm ,
63+ Flow Test Point
�
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P 56+
R ;
E ;
S ;
S 49+
U ;
R ' , '
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E ' , -
42t �
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I 35+ '
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28+ ;; X
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21+ ,
�
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� ------------------------------
, ---- �-------------------------
14+ � LEGEND "
,
� ,t
; X = R,equired Water Supply " '
; 2�'.�'7 psi @ 315 . 6 gpm •' �
7+ "
; 0 = Avazlabl.e Watez' Supply " �
; 72 . 45 psi. @ 315 . 6 gpm "
, � ,�
. �
� 0++-+--�+----+-----+------+--------+--------+--�--------+-----------+
' 200 300 400 500 6Q0 700 8Q0 904 1QOq
FLQW (GPM}
�
i - �
I �
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: , j, I, I
• � I Gggy West En_gineering Setv�ces
i; . PE 3414 Cresfinrood St.
i, �sT � Lakeland, FI 33813
i
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� �
I � HYDRAULIC CALCULATIONS I'
� i
I
I FOR �
i
� -. - "�, - �
_ ,
i `�� - - ' = - �i. �
EAST PASCO MEDICAL CTR. = � �: = ' � ��-_ �
� ER RENOVATION �- �'r�� i
FILE NUMBER EPMC ' \ �' V^;'' � "�� i
i � DATE. Aug 24, 1999 = � _ � ^' 'r_��' ' I
i i' _� � - = ,,\^� - I
.-.�' ^��► -. I
' � , � T. r� �
' ' " I
�� �'` ;�_" ;_°1- ,
; = _ - I
' i� , ___�^ ' " "- I
, ! � -DESIGN DATA- ' I
�
� OCCUPANCY CLASSIFICATION: LIGHT HAZARD �
�� I
';DENSITY� �
� . 10 gpm/sq. ft . i
� I
�AREA OFi.APPLICATION: 1500 sq. ft . �
, - I I
;COVERAGE� PER SPRINKLER: 196 sq. ft , i
, i'
�NUMBER OF SPRItVKLERS CALCULATED: 13 sprinklers i
; �
'TOTAL SPRINKLER WATER FLOW REQUIRED: 215 . 6 gpm . !
, � ' i
;TOitiL W�T`ER FiE�UIRED (including hose) : 315 . Ei g�n i
,i ,
''FLOW AND, PRESSURE (@ BOR) : 215 . 6 gpm @ 27 . 8 psi '
� I
�SPRINKLE�R ORIFICE SIZE: 1/2 inch �
', I
NAME OF, CONTRACTOR: �LANTIC COAST FIRE PROTECTION, INC. �'i
DESIGN/LIYOUT BY: BRIAN CRAWFORD �
'' I
AUTHORIT�I� HAVING JURISDICTION: PASCO COUNTY ,
�,
� i
CONTRACT R CERTIFICATION NUMBER: 731992000199 �
I
• �
I
: CAL^?'r A'"InNS BY. HASu COMPUTER PROGRP_M (LICENSE # 1F��r3^^O:%.^c� ? j
j HRS SYSTEMS, INC. �
i ATLANTA, GI�
. �
i
, I
: �
• 1 , SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 ,
Date: 08/24/1999 EPMC. SDF
' JOB TITLE: � EAST PASCO MEDICAL CENTER
WATER SUPPLY DATA
!
SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D
NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS.
TAG �(PSI ) (PSI ) (GPM) (PSI ) � (GPM) (PSI)
SPi 78 .0 65 .0 500 .0 72 . 5 315 . 6 27 . 8 ;
� AGGREGATE FLOW ANALYSIS:
�
TOTAL FLOW AT SOURCE 315 . 6 GPM i
TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100 .0 GPM ,
OTHER HOSE STREAM ALLOWANCES 0 .0 GPM �
TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 215 . 6 GPM �
�
NODE ANALYSIS DATA �
NODE TAG �ELEVATION NODE TYPE PRESSURE DISCHARGE
� (FT) (PSI ) (GPM)
SP � 9.0 SOURCE 27 . 8 215 . 6
S1 ; 8 .0 K= 5 . 60 11 . 4 18 . 9
S2 � 8 .0 K= 5 . 60 9 . 6 17 . 3 �
S3 ' 8 .0 K= 5 . 60 8 . 8 16 . 6
S4 ' 8.0 K= 5 . 60 7 . 9 15. 8
S5 8 .0 K= 5 . 60 10 . 4 18 . 1
S6 ' 8.0 K= 5. 60 9 . 0 16. 8 ;
S7 ; 8 .0 K= 5 . 60 8 . 3 16 . 1 �
S8 � 8 .0 K= 5 . 60 7 . 5 15 . 3
S9 i 8 .0 K= 5 . 60 10 . 2 17 . 9
S10 8 .0 K= 5. 60 7 . 9 15 . 8
S11 i 8 .0 K= 5 . 60 7 . 2 15 . 0
S12 � 8 .0 K= 5. 60 8 . 4 16. 2 �
S1� 8 .0 K= 5 . 60 7 . 9 �.5 . 7
i I y.G - - - - 27 . 4 - _ ._
2 I 9.0 - - - - 25 . 5 - - -
3 �' 9.0 - - - - 25 . 1 - - -
4 ' 9. 0 - - - - 18 . 2 - - - �
5 � ; ' 9.0 - - - - 12 . 0 - - -
6 , 9. 0 - - - - 11 . 3 - - -
7 � 9.0 - - - - 11 . 0 - - -
8 ' 9 . 0 - - - - 11 . 7 - - -
9 � 9 .0 - - - - 9 . 8 - - -
10 ; 9.0 - - - - 8 . 9 - - - �
11 i 9.0 - - - - 9. 2 - - - �
12 i 9. 0 - - - - 8 . 4 - - - '
13 � 9.0 - - - - 9. 1 - - - '
14 9 .0 - - - - 8 . 3 - - -
15 ' 9.0 - - - - 8 . 5 - - -
�
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� �_ � l SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2
� �Da!te: 08/24/1999 EPMC. SDF i
' JO�B TITLE:�' EAST PASCO MEDICAL CENTER
P IipE DATA I ,
I I
PIIPE TAG Q(GPM) DIA( IN) LENGTH PRESS.
; END �ELEV. NOZ . PT DISC. VEL(FPS) HW(C) (FT) SUM. �
NODES (FT) (K) (PSI ) (GPM) F.L./FT (PSI ) ',
i
Pipe: 1 -15.0 1.049 PL 17 .00 PF 1. 6 i
S1�1 8.0 5. 6 7 . 2 15.0 5. 6 120 FTG 2E PE -0 . 4
14 9.0 0 .0 8 .3 0 .0 0 .076 TL 21.00 PV 0 . 2 �
�
�� Pipe: 2 -15.8 1.049 PL 3.00 PF 0 .8 �
S10 8 .0 5 . 6 7 . 9 15 . 8 5. 9 120 FTG ET PE -0 . 4 '
14;, 9.0 0 .0 8. 3 0 .0 0 .084 TL 10 .00 PV 0 . 2
;
� Pipe: 3 -30 . 8 1 . 380 PL 10 .00 PF 0 . 8 �
14 9.0 0 .0 8. 3 0 .0 6. 6 120 FTG ---- PE 0 .0 i
13 � 9 .0 0 .0 9 . 1 Q .0 C� .076 TL '0 .00 PV 0 . � '
Pipe: ,;4 -15. 7 1 .049 PL 10 .00 PF 1.0 i
S13 �'�� 8.0 5. 6 7 . 9 15 .7 5 . 8 120 FTG E PE -0 . 4
15, i ; 9.0 0 .0 8.5 0 .0 0 .083 TL �-- 12 .00 PV 0 . 2 i
�
� Pipe: ":5 -16 . 2 1 .049 PL 1.00 PF 0 . 5 i
S12 _ j , 8 .0 5. 6 8 . 4 16. 2 6.0 120 FTG T PE -0 . 4 i
15! • ; I 9.0 0 .0 8 . 5 0 .0 0 .088 TL 6 .00 PV 0 . 2
, +.
Pipe: ,6 -31 . 9 1.380 PL 2 .00 PF 0 . 7 '
15 ' ; 9.0 0 .0 8.5 0 .0 6.8 120 FTG T PE 0 .0 �,
13 9.0 0 .0 9. 1 0 .0 0 .081 TL 8 .00 PV 0 .3
�
' Pipe: !7 -62 . 7 1. 610 PL 6. 50 PF 1. 9 �
, 13 ; � 9.0 0 .0 9. 1 0 .0 9. 9 120 FTG T PE 0 .0
7 ' � 9.0 0 .0 11.0 0 .0 0 .134 TL 14. 50 PV 0 . 7 i
� � �,
Pipe: l ;8 -17 . 9 1.049 PL 5.00 PF 1.3 �,
S9 8 .0 5 . 6 10 . 2 17 . 9 6. 6 120 FTG ET PE -0 . 4 i '
7 � 9.0 0 _.0 �_].� 0 .0 0 .•106 TL 12 .00 p�► Q .,? 'i
Pipe: �9 -80 . 6 2 . 635 PL 12 .G0 PF 0 . 2 �
7 ' � 9.0 0 .0 11 .0 0 .0 4.7 120 FTG ---- PE 0 .0 �
6 , 9.0 0 .0 11. 3 0 .0 0 .019 TL 12 .00 PV 0 . 2
I �
i Pipe: �10 -15 . 3 1 . 049 PL 15 .00 PF 1. 3
S8 ' 8 .0 5 . 6 7 . 5 15 .3 5 . 7 120 FTG E PE -0 . 4 '
� 12 '; i9. 0 0 .0 8 . 4 0 .0 0 .079 TL 17 .00 PV 0 . 2 I
,
, Pipe: 11 -16. 1 1 .049 PL 1 .00 PF 0 . 5 .
S7 � 8.0 5 . 6 8 . 3 16.1 6.0 120 FTG T PE -0 . 4 I
12 9 .0 0 .0 8 . 4 0 .0 0 .087 TL 6 .00 PV 0 . 2 ' I
� �
Pipe: �12 -31 . 4 1 . 380 PL 10 .00 PF 0 .8
12 9 .0 0 .0 8 . 4 0 .0 6. 7 120 FTG ---- PE 0 .0 �'
lli 9.0 0 .0 9. 2 � 0 .0 0 .079 TL 10 .00 PV 0 . 3
F�r�: �:% -16. 8 1 .049 PL 1 .::� FL (D . �
SE � 8. 3- a . 6 9. 0 16.8 6. 3 1s0 FTG T r•� -0 . - �
11 ; 9.0 0 . 0 9 . 2 0 .0 0 . 095 TL 6.00 PV 0 . 3 '
.
�
, I l
; i
� a uPRINKLER SY'STEM IiYDRAULIC ANAL'YSIS Page 3
1 --�
� natie: q8/24/1999 � EPMC.�DF
' JOB TITLE; EAST PASCO MEI}ICAL CENTER ;
PIPE DATA (cont. ) �
, �
PIPE TAG Q(GPM) DIA( IN) LENGTH PRESS. 1, . ,
�END ELEV. NOZ . PT DISC. VEL(FPS)- FIW(C) (FT) SUM. I �
P�'ODES {FT} (K} {PSI } (GPM} F.L,f FT� (PST} ;
i (
t Pipe: �4 -48. 3 1. 380 PL 6.04 PF 2.1 �
11 ,� 9.p 0 .0 9. 2 0 .0 10 . 4 120 FTG T PE 0 .0 i
6 i 9.0 0 .0 I.1.3 O.Q 0 .175 TL 1.2.Q0 PV 0 .? �
�
�,
Pige; 15 -18.1 1.049 FL 5.00 PF 1.3 �
S5 � 8 .0 5 . 6 10 . 4 18 . 1 6.7 120 FTG ET PE -0 . 4 �
6 ; 9.Q 0 .0 ].1.3 0 ,0 0 .108 TL 12.00 FV 0 .3 � �
i
� Pipe: 16 -147 .0 2 , 635 PL 12 .00 PF 0 .7 i
6 ` 9.0 0.0 11.3 0-.0 8, 6 120 FTG -_--_ PE 4.0 ;
5 , 9.0 4 .� 12 .0 0 .0 O .m59 TL 12 .q0 �V 0 . 5� i
i !
� Pipe: 17 -1,5 .8 1.p49 PL 15 . 00 PF 1. 4 I
S4 '. (; 8.0 5. 6 7 . 9 15.8 5. 9 120 FTG E PE -4. 4 �
10 � i� 9.0 4 .0 8 . 9 O ,d 0 .084 TL 17 .00 PV 0. 2 (
, i; �
Pipe: 18 -I.b. 6 1.049 FL 1.40 PF 0 . 6
S3 ! i8 .0 5 . 6 8 . 8 16. 6 6. 2 120 FTG T PE -0 . 4 �
10 �; 9.0 0 ,Q 8 . 9 0 .0 0 .092 Ti, 6.Ofl PV 0 .3 �
; ; I
Pipe: I9 -32 . 4 1.380 PL 10 .00 PF 0.8 �
10 � � 9.0 0 .0 8 . 9 0 . 0 6. 9 120 FTG ---- PE O .Q �
9 ; i9.0 Q .0 9.8 0 .0 0 ,084 TL lO .OQ PV Q.3 I
; j
Pipe.: 20 -17 . 3 1.049 PL 1.00 PF 0 . 6
S2 " E $.0 5. 6 9. 6 I7 .3 6. 4 120 FTG T PE -4. 4
9 ; 19.0 0 .0 9. 8 0 . 0 0 . 100 TL 6.00 PV 0 . 3 �
' Pipe: 21 -49. 7 1 . 380 PL 6.00 PF 2 . 2- �
9 � 9.0 O .Q 9.8 Q .0 1Q . 7 120 FTG T PE 4 .0 i
5 9.0 0 .0 I2 .d 0 .0 O ..�A� TL 12.00 PV 0 . 8 i
� Fipe: 22 -18 . 9 I ,0�3 PI� 1 .00 PF 4 .7 �
S1 ` �8 .0 5. 6 11 . 4 18. 9 7 .� 120 FTG T PE -0 . 4
8 ; ( 9.0 0 .0 11.7 0 ,0 0 .117 TL 6.00 PV 4 .3 �
� Pipe. 23 . -18, 9 3. .380 PL 4.00 PF Q . 3 � �`
8 � � 9.0 0 .0 11 .7 0 .0 4. 1 120 FTG T PE 0 .0 � �
5 � 9.Q 0 .0 12 .Q 0 .0 0 .031 TL 10 .Q0 PV Q .l �
'. Pipe: 24 -215 . 6 2 . 635 PL 36.00 PF 6 . 3
5 r 9.0 0.0 12.0 0 ,0 12.7 3.20 FTG T PE 0 .0
4 9.Q 0 . 0 18 . 2 0 . 0 0 . 119 TL 52 . 47 PV 1 . ],
� Pipe: 25 -215. 6 2 . 635 PL 40 .00 PF 6. 9
4 4 9.0 0 .0 18 . 2 0 .0 12 . 7 320 FTG ' TG PE Q .0 �
3 9.0 0 .0 25 . 1 � (3 .0 0 . 119 TL 57 . 85 PV 1. 1 1
(
� Pipe: � 6 -?1� . : �. iu� PL I.00 PF 0 . 3
3 °.0 .!� �0 2� . 1 0 .0 4. 9 120 FTG �' �-?� 0 .t�
2 ' 9.0 0 .0 25. 5 0 .0 O .OZI TL 27 . 33 PV 0 . 2
�
� ;
;
i
' "_ SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 � \
� �Date: 08/24/1999 EPMC. SDF �
' JOB TITLE:� � EAST PASCO MEDICAL CENTER �
PIPE DATAI (cont. ) ,
I
PIPE TAG � ; Q(GPM) DIA( IN) LENGTH PRESS.
END iELEV. NOZ . PT DISC. VEL(FPS) HW(C) (FT) SUM.
NODES (FT) (K) (PSI) (GPM) F.L. /FT (PSI ) ,
Pipe: 27 -215 . 6 4 . 260 PL 120 .00 PF 2 .0 �
2 9.0 0 .0 25 . 5 0 .0 4. 9 120 FTG 2ET PE 0 . 0 ,
1 9.0 0 .0 27 . 4 0 .0 0 .011 TL 172 . 67 PV 0 . 2
Pipe:� 28 -215. 6 4. 260 PL 2 . 00 PF 0 . 3 '
1 � 9. 0 0 .0 27 . 4 0 . 0 4 . 9 120 FTG T PE 0 . 0 '
SP 9. 0 SRCE 27 . 8 (N/A) 0 .011 TL 28 . 33 PV 0 . 2
NOTES: �
(1) Calculations were performed by the HASS 6 . 4.0 computer �rogram �
under�; licer.�e n�. 1608049020 granted by j
; HRS Systems , Inc. �
4792 LaVista Road i
� � Tucker, GA 30084 � '
� ' I
(2) The s,ystem has been balanced to provide an average � I
imbal;ance at each node of 0 .006 gpm and a maximum ' I
imbal!a.nce at any -node of 0 . 176 gpm. ; ,
� '
; �
(3) Velocity pressures are printed for information only, and are ;
not used in balancing the system. Maximum water velocity
is 12i ', 7 ft/sec at pipe 24. ;
i �
( 4) PIPEjFITTINGS TABLE �
I� '
Pipe Table Name: STANDARD.PIP �
�
PAGE: A MATERIAL: S40 HWC: 12� �
� Diameter Equivalent Fitting Lengths in Feet �
(in�) E T L C B G A D ,
_ E11 Tee LngEll ChkVlv BfyVlv GatVlv A.1_mrhk nn��l�,
-----------------�--------------------------------------- '
N '
NPTee �
�
1. 049 2 .00 5 .00 2 .00 5 .00 6.00 1.00 10 . 00 10 .00
I � 5 .00
1 . 38�0 3 . 00 6.00 2 .00 7 . 00 6.00 1. 00 10 .00 10 .00 ',
6 .00 - '
1 . 610 4.00 8 . 00 2 .00 9 .00 6 . 00 1 .00 10 . 00 10 .00
I 8 . 00
I j
PAGE: * MATERIAL: S40 HWC: 120 �
Diameter Equivalent Fitting Lengths in Feet '
(inl) E T L C B G A D
, E11 Tee LngEll ChkVlv BfyVlv GatVlv A1mChk DPVlv I
-------------=------------------------------------------
N �
Np�l F�-
:
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• " ^ SPRINKLER SYSTEM HYDRAULIC ANALYSI5 Page 5 � �
�� Date: 08/24/1999 EPMC. SDF
J O B; T I T L E: E A S T P A S C O M E D I C A L C E N T E R �
�
2 . 635 8 . 24 16 . 47 5 . 49 19. 22 9. 61 1 .37 13 . 73 13. 73 ' I
i 16. 4�7 ,
, 4. 260 13.17 26. 33 7 . 90 28 . 97 15.80 � 2 . 63 26.33 13 .17 j
' 26. 33 �
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• - • - � ; SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6
: 'Dat'e: 08/2i4/1999 � EPMC. SDF
` JOB TITLE: � EAST PASCO MEDICAL CENTER
WATER SUPPLY CURVE _
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