06200625 Permit File
CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 J
Office WTFD: (614) 652-3920
FIRE PROTECTION PERMIT APPLICATION Q(o c~~o~~
Application Date 0 Bldg. App. # Fire Protection App. #
PROJECT INFORMATION y-
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~U"~ /~t{D~cbd'"fb
Project Address Project Name
Owner/Tenant Contact Name Telephone
APPLICANT INFORMATION
Fire Protection Contractor S UN tb
Address q Telephone Alcl / -7001
State Certificate Nu giber 3 I Dublin Registration Number
-77
Installer Name 06ti4--T- E*a z, State Certificate Number 5
SCOPE OF WORK
(Mark One) New Replace Repair Alteration X
FIRE DETECTION AND ALARM SYSTEM (Number of Each)
Detectors Strobes Horns Fire Alarm Boxes Other
SUPPRESSION SYSTEM (Number of Each)
Standpipes On Site Water Piping Sprinkler Heads 22-- Limited Area Other
FEES
FIRE DETECTION OR SUPPRESSION PERMIT PROCESSING FEE -$60.68
LOW VOLTAGE PERMIT (DETECTION ONLY) $30.00 Minimum fee
plus $20.00 each 1,000 sq ft or fraction thereof over 1,000 sq ft
OUTSIDE PLAN REVIEW SERVICES (EXAMINER'S FEE AS CHARGED) al 0. -;4-)(
STATE SURCHARGE (3%) tp. 3p
TOTAL FEE DUE
This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of
the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration,
and may be revoked at any time upon violation of any provisions of said laws. This permit conveys no right to
open any street, alley or sidewalk or any part thereof, nor to make any connection to a water main.
Signature of Licensed Contractor DATE
Print Name DATE
FOR OFFICIAL USE ONLY
Review Comments: vl-wnl 64( ~Wi• yo&r 6/cni' /^%e
S essi0 Wcrfr~ ca/ %J ToU,45- //tom
A ro r~i • X Q~
Fire Department: 45W4-"- 49-eJ40&7~ films s q Date: A' S 07
Plans Examiner: Date: a15 0
Issued by CBO: - Date: 0
CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Application Number . . . . . 06-00200625 Date 10/05/07
Revision number . . . . . . . 4
Property Address . . . . . . 7500 HOSPITAL DR
Parcel Number: 273-001895
Alternate Address: OHIO HEALTH
Tenant nbr, name . . . . . . HOSPITAL SUPPRESSION
Application type description FIRE PROTECTION
Property owner . . . . . . . HOSPITAL PROPERTIES INC
Contractor . . . . . . . . . S.A. COMUNALE CO. INC.
Permit . . . . . . FIRE SUPPRESSION PERMIT
Additional desc . . PLAN APPROVAL #3
Permit Fee . . . . 50.00 Plan Check Fee .00
Issue Date . . . . 6/06/06 Valuation . . . . 0
Qty Unit Charge Per Extension
BASE FEE 50.00
Special Notes and Comments
CONTACT WASHINGTON TOWNSHIP FIRE
PREVENTION FOR INSPECTIONS AT 766-0857
Other Fees . . . . . . . . . OUTSIDE PLAN REVIEW 2490.00
SURCHARGE FEE - BLDG 74.70
SURCHARGE FEE - FIRE 1.50
Fee summary Charged Paid Credited Due
Permit Fee Total 50.00 50.00 .00 .00
Plan Check Total .00 .00 .00 .00
Other Fee Total 2566.20 2349.90 .00 216.30
Grand Total 2616.20 2399.90 .00 216.30
C
This permit is granted on the express condition that said work shall in all respects,
conform to the ordinances of the City of Dublin and all laws of the State of Ohio
regulating construction, installation, repair and alteration and may be revoked at
any time upon violation of any provisions of law.
CITY OF DUBLIN
Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016
Phone: (614) 410-4670 - Inspection Line: (614) 410-4680
Application #06-200625(4) September 28, 2007
PLAN APPROVAL #3
[Revised Fire Suppression Work Represented]
THIS IS NOT A BUILDING PERMIT. IT IS A RECORD OF OUR REVIEW OF DOCUMENTS
SUBMITTED WITH YOUR APPLICATION FOR A BUILDING PERMIT.
Re: Dublin Methodist Hospital Applicant: S.A. Comunale, (614) 291-7001
Fire Suppression System
7500 Hospital Drive Permit No: 06-200625(4)
The Revised Automatic Fire Suppression System Documents for the 2'" & 3' Floor Water Curtain
Addition, as submitted with the Commercial Building Permit Application, for the captioned project, has been
reviewed for compliance with the provisions of the 2005 Ohio Building Code (OBC). The review was based
upon the following criteria:
Use Group: I-2, Hospital Use with patient beds, surgery and emergency services.
Occupancy: 2,905 Total [I' Floor: 1,200 - 2"d Floor: 876 - 3' Floor: 461 - 4" Floor: 386]
Area: 324,214 SF Total [Unlimited Area, per Table 503 OBC]
First Floor: 119,904 SF
Second Floor104,982 SF
Third Floor: 55,258 SF
Fourth Floor: 44,070 SF
Const. Type: I A, Noncombustible / Protected Construction
Notes: New building is a new community hospital comprising of 96 patient beds designed in private
rooms with surgery, emergency, radiation and women's health services. The construction
type will be `protected' with reinforced concrete spread footings with reinforced column pads
with short reinforced concrete piers, slab-on-grade first floor, with steel-framed structural
support framing, structural metal-stud exterior walls, and steel column/beam floor and roof
framing with composite metal deck construction.
The Automatic Fire Suppression Drawings are signed and certified by Stefon Lowman, Ohio Certification
#A-312. The Fire Protection Contractor is S.A. Comunale, Ohio Certification #53-77-1016 and the
Installer has been identified as Robert Barry, Ohio Certification #54-51-1018, all to comply with the
requirements of OBC Section 106.3.4.1 and have been reviewed, therefore, in accord with OBC Section
106.3.1.
This FIRE PROTECTION PLAN APPROVAL for the automatic fire suppression system only, is issued by
the City of Dublin, Division of Building Standards, in accordance with Section 106.3.1.1 OBC.
For the information of the Applicant the following item(s) are required for code compliance, but are not
necessarily covered in detail in the construction documents This list is a reminder to the design
City of Dublin FIRE PROTECTION PLAN REVIEW 06-200625(4)
Application #06-200625(4) September 28, 2007
Dublin Methodist Hospital - Water Curtain Fire Suppression System Page 2
professional and contractors of issues which are to be satisfactorily dealt with in the field:
1. A set of construction documents which have been approved under section 105 of the OBC shall be
kept at the site of the work and shall be available for reference by the building official at all times
during working hours while such work is in progress; Section 109 OBC.
2. The certificate of approval of fire protection plans shall be posted in a conspicuous location outside of
the building or in the front part of the premises on which is, or will be, located the approved building
or equipment. The owner and the contractor shall, so far as possible, preserve and keep said
certificate until the completion of the work to which the approved construction documents relate;
Section 105.7.2 OBC.
3. Sprinkler piping, feed mains, cross mains and/or branch lines shall not reduce the clear ceiling heights
as required for occupiable spaces, habitable spaces, and corridors, as required in Section 1207.2 OBC.
4. OBC 901.5 Acceptance tests: All fire protection systems shall be tested in accordance with the
requirements of this code and the fire prevention code. When required, the tests shall be conducted in
the presence of the code official. All tests required by this code and the standards listed in this code
shall be conducted at the expense of the owner or the owner's representative. It shall be unlawful to
occupy portions of a structure until the required fire protection systems within that portion of the
structure have been tested and approved.
5. OBC 903.5 Acceptance tests: Sprinkler systems shall be tested and maintained in accordance with the
International Fire Code.
6. OBC 905 Standpipe Systems: Standpipe hose connections and cabinets shall comply with the
pertinent sub-sections as listed in this code section.
7. NFPA 13, 10-2 Acceptance Requirements. The underground mains, lead-in and system riser shall be
completely flushed before connection is made to the sprinkler piping and the system shall be
hydrostatically tested in accordance with Section 10-2.1, NFPA 13.
TO REQUEST AN APPEAL HEARING, YOU MUST send a written request, listing the items to be
appealed and the relief sought and on copy of this order to:
Jeffrey S. Tyler, Chief Building Official
City of Dublin, Ohio
5800 Shier Rings Road
Dublin, Ohio 43017-1236
City of Dublin FIRE PROTECTION PLAN REVIEW 06-200625(4)
Application #06-200625(4) September 28, 2007
Dublin Methodist Hospital - Water Curtain Fire Suppression System Page 3
Reviewed and signed,
Ill `~\/~\~~~V1 AM l ~I I~ ~ J.
Michael A. Boryca, AN hitect/Pla Examiner J fre S. er, Chief Building Official
(614) 488-4009 ; City o ub in, Ohio
aT - tect, Engineer, Contractor Date
r Owner
k~ DE- F-Y?AN
Print Name and Title as Signed
c: Washington Township Fire Department
City of Dublin FIRE PROTECTION PLAN REVIEW 06-200625(4)
architecture! memorandum invoice #0 6 2 0 0 6 2 5- 5
OHIO INCORPORATED 454 East Main Street Suite 236 Columbus, Ohio 43215-5380 614.488.4009 fax.488.4005
September 28, 2007 City of Dublin Contract No. PS 01-21-13
Employer Identification No. 31-1413248
City of Dublin
Division of Building Standards
5800 Shier-Rings Road
Dublin, Ohio 43016
Attention: Mr. Jeffrey S. Tyler, Chief Building Official
Plan Review Services for: Dublin Methodist Hospital - Water Curtain Fire Suppression System
7500 Hospital Drive
PLAN APPROVAL #3
Application #06-200625(4)
Labor Cost: Total Number of Hours to be Charged @ $60.00/Hour: 3.5
• Review Time: 2.5
• Administration Time: 1.0
TOTAL BILLING THIS INVOICE $210.00
This memorandum invoice is being sent as reference for you to prepare the necessary fees for the applicant to
pay. The time spent on this review will be submitted for payment at the end of the month with our usual
invoicing.
Should you have any questions or comments concerning this review, please don't hesitate to contact me.
Thank you for the opportunity to be of service.
Cordially,
architecture
r'~r.~}~ ~'J xl
Michael A. Boryca, Architect
Plans Examiner #P001794
CITY OF DUBLIN
Divisibr"o- B ding Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
?~3 (614) 410-4670 • Inspection Line: (614) 410-4680
SEP U 5 2007 WTFD: (614) 652-3920
~g
ct ecai..I e! FIRE PROTECTION PERMIT APPLICATION
Application Date D- Bldg. App. # Fire Protection App. #
PROJECT INFORMATION 4Cxpr \ r
Project Address Project Name cb~~
Owner/Tenant Contact Name Telephone
APPLICANT INFORMATION
Fire Protection Contractor 5.4. ewwyiVkY/p-
Address Telephone 1 -700 State Certificate Nu rzofx~ er F ! Dublin Registration Number _
Installer Name State Certificate Number-M5 Ts
SCOPE OF WORK
(Mark One) New Replace Repair Alteration _
FIRE DETECTION AND ALARM SYSTEM (Number of Each)
Detectors Strobes Horns Fire Alarm Boxes _ Other
SUPPRESSION SYSTEM (Number of Each)
Standpipes <:::5 _ On Site Water Piping Sprinkler Heads 22-- Limited Area Other _
FEES
FIRE DETECTION OR SUPPRESSION PERMIT PROCESSING FEE $60.00
LOW VOLTAGE PERMIT (DETECTION ONLY) $30.00 Minimum fee
plus $20.00 each 1,000 sq ft or fraction thereof over 1,000 sq ft
OUTSIDE PLAN REVIEW SERVICES (EXAMINER'S FEE AS CHARGED)
STATE SURCHARGE (3%) -
TOTAL FEE DUE
This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of
the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration,
and may be revoked at any time upon violation of any provisions of said laws. This permit conveys no right to
open any street, alley or sidewalk or any part thereof, nor to make any connection to a water main.
Signature of Licensed Contractor DATE
Print Name DATE
~ FOR OFFICIAL USE ONLY
Review Comments:
Fire Department: Date: 09 Plans Examiner: Gam--- Date: q• 28 •07
Issued by CBO: Date:
Emr
6 Transmittal Cover Sheet
A Joint Venture Detailed, Grouped by Each Transmittal Number
(a~3~ ~-k , a(-~U
OhioHealth New Dublin Hospital EG-100 Project # 183890000 Elford Gilbane, A Joint Venture
Tel: Fax:
Date: 8131/2007 Reference Number: 0928
Transmitted To Transmitted By
Tyler, Jeff Korner, Starr
City of Dublin Elford Gilbane, A Joint Venture
5800 Shier-Rings Road 6705 Perimeter Drive
Dublin, Ohio 43016 Dublin, OH 43016
Tel: 614.410.4670 Tel: 614-588-0502
Fax: Fax: 614-588-0454
? Acknowledgement Required
Package Transmitted For Delivered Via Tracking Number
Courier
Item # Qty Item Reference Description Notes Status
001 8.00 Water Curtain Shop Drawings
002 8.00 Water Curtain Hydraulic
Calculations
Cc: Company Name Contact Name Copies Notes
Karlsberger Architect, Inc Grundey, Robert 1
Remarks
Re: Corrections Letter #37, p.6 #8
Phased Plan Approval #42
CCD#105- Fire Suppression for added Water Curtain
cc: Mike Boryca
Signature Signed Date
Prolog Manager Printed on: 8/31/2007 CRO OHIOHEALTH Dublin Hospital Page 1
s aNI& AMMU A0ftJ
N Transmittal Cover Sheet
Detailed, Grouped by Each Transmittal Number
OhioHealth New Dublin Hospital EG-100 Project # 183890000 Elford Gilbane, A Joint Venture
Tel: Fax:
Date: 8/3112007 Reference Number: 0928
Transmitted To Transmitted By
Tyler, Jeff Korner, Starr
City of Dublin Elford Gilbane, A Joint Venture
5800 Shier-Rings Road 6705 Perimeter Drive
Dublin, Ohio 43016 Dublin, OH 43016
Tel: 614.410.4670 Tel: 614-588-0502
Fax: Fax: 614-588-0454
E] Acknowledgement Required
Package Transmitted For Delivered Via Tracking Number
Courier
Item # Qty Item Reference Description Notes Status
001 8.00 Water Curtain Shop Drawings
002 8.00 Water Curtain Hydraulic
Calculations
Cc: Company Name Contact Name Copies Notes
Karlsberger Architect, Inc Grundey, Robert 1
Remarks
Re: Corrections Letter #37, p.6 #8
Phased Plan Approval #42
CCD#105- Fire Suppression for added Water Curtain
cc: Mike Boryca
L'
SI` r 0 4 2007 '
pet
a
f arcoltectul
"e-,......__,.,.__
Signature Signed Date
Prolog Manager Printed on: 8/31/2007 CRO OHIOHEALTH Dublin Hospital Page 1
TRANSMITTAL
LIJ Karlsberger
Date: September 4, 2007
To: Mr. Jeff Tyler, CBO Project: Dublin Methodist Hospital
Director of Building Standards Dublin, Ohio
City of Dublin Project # Dublin Permit #05-200931
5800 Shier-Rings Road Dublin Permit #05-200941
Dublin, Ohio NG,. 242
f
From: Robert L. Grundey, AIA SEA' 0 5 2007 SEP - 4 2007
Senior Vice President/Senior Proje f O ~9 r
Architect
Enclosure: VIA:
® Herewith ? UPS ? Express ? Other
? Under Separate ? First Class ® Our Messenger
? Parcel Post ? Your Messenger
Items Transmitted: Quantity Date Description
® Copies Of 4 Water Curtain Shop Drawings
? Letters 4 Water Curtain Hydraulic Calculations
? Original Drawings
? Sepias
? Prints
? Specifications
? Samples
Reason Transmitted:
? Reviewed ® For Review ® As Requested
? Furnish As Corrected ® For Information ® See Remarks
? Rejected ® For Response ? Returning
? Revise and Resubmit ® For File ? For Your Use
Remarks:
Copies Of: Distribution
® Transmittal Only Michael A. Boryca, Architect,
® Complete Transmittal Starr Korner, KA File
99 East Main Street 614/461.9500
Columbus, Ohio 43215.5189 www.karisborger.com (FAX) 614/461.6324
SHOP DRAWING/SAMPLE SUBMITTAL
La Karlsberger
Project: Dublin Methodist Hospital Transmitted/Via:
Dublin, Ohio
1. Herewith
Project No. 2425D 2. Under separate cover
Architect: Karlsberger Architecture Inc.
99 E. Main Street, Columbus, OH 43215-5189 A. First Class Mail
Prime Contractor: ElfordlGilbane B. Messenger
Columbus, Ohio C. hand deliver
D.
Consultant: Dynamix Engineering Ltd. E.
Paul J. Ford and Company F.
Eco-Design and Engineering
Submittal - From/To Date Trans/Via e.g. 1A, 2B, etc.)
?Prime Contractor to Architect
?Prime Contractor to Consultant
®Architect to Prime Contractor 1 B
?Consultant to Architect
Material Submitted - in accordance with Specification Section , Paragraph
No. of Sepia/Print Dwg. Manufacturer/Supplier Arch./Cons.
-Copies Brochure-Sample Nos. Subcontractor Description Action
1 Water Curtain Shop Drawings F
1 Water Curtain Hydraulic F
Calculations
Times Submitted (circle one) 1 2 3 4
Prime Contractor Comments:
Sign Date:
Architect/Consultant Action:
This material is being returned with the action indicated above in accordance with the following legend:
A. No exceptions taken D. Make corrections noted
B. Rejected E. Revise and resubmit
C. Submit specified item F. See comments below (or attached sheet)
Comments:
1. Drawings are reviewed for compliance with design concept and with the information given in the Contract
Documents.
2. See detailed provisions re: Submittals in Specification Section 01300.
3. REVIEWED FOR COMPLIANCE ONLY
Signed
Copies of: Date: 9/04/07 Date: 8/04/07 Date: 9/4/07
? Submittal form only To: To: To:
® Complete Submittal To: KA File To: City of Dublin To: K. Goodson
Attachment to Specification Section 01300
99 East Main Street 614/461.9500
Columbus, Ohio 43215.5189 www.karisberger.com (FAX) 614/461.6324
¦r i~~ 1~
az M = Transmittal Cover Sheet
A Joint Venture
Detailed, Grouped by Each Transmittal-Number
~
44
KARLSBk R WMPANIES
OhioHealth New Dublin Hospital EG-100 Project # 183890000 Elford Gilbane, A Joint Venture
Tel: Fax:
Date: 8/3112007 Reference Number: 0928
Transmitted To Transmitted By
Tyler, Jeff Korner, Starr
City of Dublin Elford Gilbane, A Joint Venture
5800 Shier-Rings Road R~CEPIED 6705 Perimeter Drive
Dublin, Ohio 43016 2007 Dublin, OH 43016
Tel: 614.410.4670 1 Tel: 614-588-0502
Fax: Fax: 614-588-0454
KARLSBFROEFt COMPANIES
Acknowledgement Required
Package Transmitted For Delivered Via Tracking Number
Courier
Item # Qty Item Reference Description Notes Status
001 8.00 Water Curtain Shop Drawings
002 8.00 Water Curtain Hydraulic
Calculations
Cc: Company Name Contact Name Copies Notes
Karlsberger Architect, Inc Grundey, Robert 1
Remarks
Re: Corrections Letter #37, p.6 #8
Phased Plan Approval #42
CCD#105- Fire Suppression for added Water Curtain
cc: Mike Boryca
Signature Signed Date
Prolog Manager Printed on: 8/31/2007 CRO OHIOHEALTH Dublin Hospital Page 1
r_
D ITEM
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L ( i ;,1 IT-, "VERIFY ALL DIMENSIONS, QUANTITIES
OF MATERIAL REQUIRED AND
CONDITIONS FOR INSTALLATION AT THE
r. a.M w . _ , _ _ _ Fire Protection by Computer Design JOB SITE.
S.A. COMUNALE
1399 OHLEN AVE.
COLUMBUS, OH 43211
614-291-7001
I
Job Name DMH 3RD Floor System ADDITION
Building MAIN
Location 3RD Fir Water Curtain ADDTION
System
Contract 52318 _
Data File DMH3rdflr5.wx1
14
3
S.A. COMUNALE Page 1
DMH 3RD Floor System ADDITION Date 090506
Hydraulic Design Information Sheet
Name - DUBLIN METHODIST HOSPITAL Date - 7/07
Location - 3RD Flr Water Curtain ADDTION
Building - MAIN System No. -
Contractor - Contract No. - 52318
Calculated By - STEFON LOWMAN Drawing No. - FP 2.2,
Construction: ( ) Combustible (X) Non-Combustible Ceiling Height - 916
Occupancy - Water Curtain
S (X) NFPA 13 (XX)rLt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz.
Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve
S Other
T Specific Ruling Made By Date
E
M Area of Sprinkler Operation - 900 System Type Sprinkler/Nozzle
Density - .10 #0 (X) Wet Make RELIABLE % D Area Per Sprinkler - 3gpm LF ( ) Dry Model
E Elevation at Highest Outlet - 401*v ( ) Deluge Size 1/2"
S Hose Allowance - Inside - ( ) Preaction K-Factor 5.6
I Rack Sprinkler Allowance - 41 ( ) Other Temp.Rat.155
G Hose Allowance - Outside - 100
N
Note -4psi is inclued for the backflow device @ node UG4
Calculation Flow Required - 301.05 Press Required - 105*123 At Pump Outlet
Summary C-Factor Used: 120 • Overhead 140 Underground
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 12/18/05 Cap. -
T Time of Test - 9:45 Rated Cap.- 1000 Elev.-
E Static Press - 60 @ Press - 100
R Residual Press - 49 Elev. - 0 Well
Flow - 2040 Proof Flow
S Elevation - -4
U
P Location - 6 HYD SE OF AVERY-MUIRFIELD ON PERIMETER LOOP RD.
P 5 HYD SW OF AVERY-MUIRFIELD ON PERIMETER LOOP RD.
L Source of Information - CITY OF COLUMBUS - DARIN GIBSON
Y
C Commodity Class Location
O Storage Ht. Area Aisle W.
M Storage Method: Solid Piled % Palletized % Rack
M
( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Enca
S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf p
T A ( ) Mult. Row ( ) Non
0 C ( ) Open Shelf
R K Flue Spacing Clearance:Storage to Ceiling
A Longitudinal Transverse
G
E Horizontal Barriers Provided:
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Pressure / Flow Summary - STANDARD
S.A. COMUNALE Page 4
DMH 3RD Floor System ADDITION Date 090506
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual q
D201 27.0 5.6 9.0 na 16.8 0.1 168 7.0
D002 27.0 5.6 10.33 na 18.0 0.1 180 7.0
D003 27.0 5.6 7.0 na 14.82 0.1 15 7.0
226 40.0 K= K@ EQ01 14.42 na 20.94
225 40.0 K = K@ EQ01 19.09 na 24.09
224 40.0 K= K@ EQ01 22.1 na 25.92
223 40.0 K= K@ EQ01 28.84 na 29.61
222 40.0 K = K @ EQ02 10.65 na 18.0
221 40.0 K = K @ EQ02 11.22 na 18.48
220 40.0 K = K @ EQ01 14.88 na 21.27
219 40.0 K = K @ EQ01 21.94 na 25.83
214 40.0 K = K @ EQ01 14.03 na 20.65
215 40.0 15.55 na
216 40.0 20.55 na
217 40.0 23.77 na
218 40.0 41.54 na
211 40.0 K = K @ EQ01 26.03 na 28.13
212 40.0 30.98 na
213 40.0 37.14 na
201 40.0 K = K @ EQ02 10.8 na 18.12
202 40.0 11.32 na
203 40.0 11.49 na
204 40.0 12.1 na
205 40.0 16.19 na
206 40.0 19.16 na
207 40.0 23.8 na
208 40.0 40.35 na
209 40.0 41.77 na
210 40.0 42.88 na
ST4 27.0 92.97 na
BST4 27.0 94.25 na 50.0
ST5 27.0 95.57 na
ST6 27.0 95.78 na
HV6 27.0 95.57 na
BHV6 12.67 101.77 na
HV4 27.0 95.57 na
BH13 12.67 101.77 na
BH11 12.67 101.77 na
BH15 12.67 101.77 na
BHV2 12.67 101.77 na
BST1 12.67 101.77 na
BST2 12.67 101.77 na
116 12.67 101.77 na
T 12.67 101.77 na
s 12.67 101.77 na
BST3 12.67 101.77 na
BHV5 12.67 101.77 na
BH10 12.67 101.88 na
BHV7 12.67 101.99 na
BH16 12.67 101.77 na
BH14 12.67 101.77 na
113 12.67 101.77 na
w 12.67 101.77 na
114 12.67 101.77 na
V 12.67 101.77 na
U 12.67 101.77 na
R 12.67 101.77 na
Q 12.67 101.77 na
P 12.67 101.77 na
N 12.67 101.77 na
BHV4 12.67 101.77 na
BH12 12.67 101.8 na
Flow Summary - Standard
S.A. COMUNALE Page 5
DMH 3RD Floor System ADDITION Date 090506
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual
BHV9 12.67 101.88 na
112 12.67 101.88 na
X 12.67 101.88 na
G 12.67 101.88 na
BHV8 12.67 101.99 na
F 12.67 101.99 na
BST5 12.67 101.77 na
Y 12.67 101.77 na
M 12.67 101.77 na
L 12.67 101.77 na
K 12.67 101.77 na
J 12.67 101.77 na
H 12.67 101.8 na
111 12.67 101.88 na
BST6 12.67 101.99 na
E 12.29 102.15 na
D 12.67 101.99 na
C 12.67 101.99 na
B 12.67 101.99 na
A 5.66 105.12 na
PMPo 0.0 107.7 na
PMPI 0.0 51.64 na
UG1 0.0 51.69 na 50.0
UG2 0.0 51.74 na
UG3 0.0 52.34 na
UG4 0.0 52.37 na
UG5 0.0 57.77 na
TEST -4.0 59.58 na
The maximum velocity is 21.44 and it occurs in the pipe between nodes 212 and 213
Final Calculations - Hazen-Williams
S.A. COMUNALE Page 6
DMH 3RD Floor System ADDITION Date 090506
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
D201 16.80 1.049 1E 2.0 1.000 9.000 K Factor = 5.60
to 120 0.0 2.000 0.0
EQ01 16.8 0.0943 0.0 3.000 0.283 Vel = 6.24
0.0
_16.80 9.283_ _ _ K Factor = 5.51
D002 18.00 1.049 1 E 2.0 1.000 10.332 K Factor = 5.60
to 120 0.0 2.000 0.0
EQ02 18.0 0.1070 -0.0 3.000 0.321 Vel = 6.68
0.0
18.00 10.653 K Factor= 5.51
D003 14.82 1.049 1 E 2.0 1.000 7.000 K Factor = 5.60
to 120 0.0 2.000 0.0
EQ03 14.82 0.0747 - 0.0 3.000 0.224 Vel = 5.50
0.0
14.82 - 7.224 _ K Factor = 5.51
226 20.94 1.049 1 E 2.0 1.000 14.417 K Factor @ node EQ01
to 120 IT 5.0 7.000 0.0
215 20.94 0.1416 0.0 8.000 - 1.133 Vel = 7.77
0.0
20.94 _ 15.550 K Factor= 5.31 _
225 24.09 1.049 1E 2.0 0.950 19.088 K Factor @ node EQ01
to 120 IT 5.0 7.000 0.0
216 24.09 0.1836 0.0 7.950 1.460 Vel = 8.94
0.0
24.09 - 20.548 K Factor = 5.31
224 25.92 1.049 1 E 2.0 0.950 22.103 K Factor @ node EQ01
to 120 IT 5.0 7.000 0.0
217 25.92 0.2103 0.0 7.950 1.672 Vel = 9.62
0.0
25.92 23.775 _ K Factor= 5.32
223 29.61 1.049 1 E 2.0 0.950 28.838 K Factor @ node E001
to 120 IT 5.0 7.000 0.0
212 29.61 0.2689 0.0 7.950 2.138 Vel = 10.99
0.0 -
29.61 30.976 K Factor= 5.32
222 18.00 1.049 1 E 2.0 0.830 10.653 K Factor @ node EQ02
to 120 IT 5.0 7.000 0.0
203 18.0 0.1070 0.0 7.830 0.838 Vel = 6.68
0.0
18.00 11.491 _ K Factor = 5.31
221 18.48 1.049 1 E 2.0 0.830 11.224 K Factor @ node EQ02
to 120 1 T 5.0 7.000 0.0
204 18.48 0.1124 0.0 7.830 0.880 Vel = 6.86
0.0
18.48 12.104 K Factor = 5.31
220 21.27 1.049 1 E 2.0 2.000 14.877 K Factor @ node EQ01
to 120 IT 5.0 7.000 0.0
205 21.27 0.1458 0.0 9.000 1.312 Vel = 7.90
Final Calculations - Standard
S.A. COMUNALE Page 7
DMH 3RD Floor System ADDITION Date 090506
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
0.0
21.27 16.189
K Factor = 5.29
219 25.83 1.049 1E 2.0 1.870 21.945 K Factor @ node EQ01
to 120 IT 5.0 7.000 0.0
207 25.83 0.2089 0.0 8.870 1.853__ Vel = 9.59
0.0
25.83 23.798 _ K Factor= 5.29
214 20.65 1.049 2E 4.0 7.000 14.031 K Factor @ node EQ01
to 120 0.0 4.000 0.0
215 20.65 0.1381 0.0 11.000 1.519 Vel = 7.67 _
215 20.94 1.049 0.0 9.910 15.550
to 120 0.0 0.0 0.0
216 41.59 0.5043 0.0 9.910 4.998 Vel = 15.44 _
216 24.09 1.38 0.0 10.450 20.548
to 120 0.0 0.0 0.0
217 65.68 0.3088 0.0 10.450 _ 3.227Vel = 14.09
217 25.93 1.38 1 E 3.0 16.080 23.775
to 120 2T 12.0 15.000 0.0
218 91.61 0.5715 -0.0 31.080- 17.761 Vel = 19.65
218 0.0 2.635 0.0 9.660 41.536
to 120 0.0 0.0 0.0
209 91.61 0.0245 _ 0.0 - 9.660 0.237 _ Vel = 5.39
0.0 -
91.61 _ - - 41.773 _ K Factor = 14.17
211 28.13 1.049 2E 4.0 16.200 26.034 K Factor @ node EQ01
to 120 0.0 4.000 0.0
212 28.13 0.2447 - 0.0 20.200 4.942 Vel = __10.44
212 29.62 1.049 0.0 6.660 30.976
to 120 0.0 0.0 0.0
213 57.75 0.9254 0.0 6.660 6.163 Vel = 21.44
213 0.0 1.38 IT 6.0 17.580 37.139
to 120 0.0 6.000 0.0
210 57.75 0.2434 0.0 23.580 5.739 Vel = 12.39
0.0
57.75 42.878 K Factor= 8.82
201 18.12 1.049 2E 4.0 0.830 10.797 K Factor @ node EQ02
to 120 0.0 4.000 0.0
202 18.12 0.1083 0.0 4.830 0.523 Vel = 6.73
202 0.0 1.38 0.0 6.000 11.320
to 120 0.0 0.0 0.0
203 18.12 0.0285 0.0 6.000 0.171 Vel = 3.89
203 18.00 1.38 0.0 6.000 11.491
to 120 0.0 0.0 0.0
204 36.12 0.1022 0.0 6.000 0.613 Vel = 7.75
204 18.48 1.38 3E 9.0 9.620 12.104
to 120 0.0 9.000 0.0
205 54.6 0.2194 0.0 18.620 4.085 Vel = 11.71
Final Calculations - Standard
S.A. COMUNALE Page • 8
DMH 3RD Floor System ADDITION Date 090506
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
205 21.27 1.38 1T 6.0 1.370 16.189
to 120 0.0 6.000 0.0
206 75.87 0.4033 0.0 7.370 2.972 _ Vel = 16.27 _
206 0.0 1.38 0.0 11.500 19.161
to 120 0.0 0.0 0.0
207 75.87 0.4032 0.0 11.500 4.637 V_ el = 16.27 207 25.83 1.61 6E 24.0 26.580 23.798
to 120 0.0 24.000 0.0
208 101.7 0.3273 0.0 50.580 16.554 _ Vel 16.03
208 0.0 2.067 1T 10.0 4.660 40.352
to 120 0.0 10.000 0.0
209 101.7 0.0969 0.0 14.660 1.421 Vel = 9.72
209 91.60 2.635 0.0 11.330 41.773
to 120 0.0 0.0 0.0
210 193.3 0.0975 0.0 11.330 _ 1.105 _ Vel = 11.37
210 57.75 2.635 6E 49.423 198.790 42.878
to 120 2T 32.948 82.371 5.630
ST4 251.05 0.1581 0.0 281.161 44.459 _ Vel =__14.77
ST4 0.0 4.026 1V 6.8 45.000 92.967
to 120 1B 12.0 18.800 0.0
BST4 251.05 0.0201 0.0 63.800 1.280 Vel =__6.33__
BST4 50.00 4.026 1E 10.0 5.000 94.247 Qa = 50
to 120 1T 20.0 42.000 6.206
J 301.05 0.0281 1B 12.0 47.000 1.320 Vel = 7.59
0.0 -
301.05 101.773 K Factor= 29.84
ST5 0.0 6.065 4E 56.0 105.000 95.567
to 120 1T 30.0 86.000 6.206
BST5 0.0 0.0 0.0 191.000 0.0 Vel = 0
0.0
0.0 101.773 K Factor = 0
ST6 0.0 6.065 4E 56.0 106.000 95.780
to 120 1T 30.0 86.000 6.206
BST6 0.0 0.0 0.0 192.000 0.001 Vel = 0
0.0
0.0 101.987 K Factor = 0
HV6 0.0 4.026 2E 20.0 65.000 95.567
to 120 0.0 20.000 6.206
BHV6 0.0 0.0 0.0 85.000 0.0 Vel = 0
BHV6 0.0 4.026 2E 20.0 4.000 101.773
to 120 113 12.0 52.000 0.0
M 0.0 0.0 1T 20.0 56.000 0.0 Vel = 0
0.0
0.0 101.773 K Factor = 0
HV4 0.0 4.026 1 E 10.0 50.000 95.567
to 120 0.0 10.000 6.206
BHV4 0.0 0.0 0.0 60.000 0.0 Vel = 0
0.0
Final Calculations - Standard
S.A. COMUNALE
DMH 3RD Floor System ADDITION Page 9
Date 090506
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes
0.0 101.773
K Factor = 0
BH13 0.0 4.026 5E 50.0 29.486 101.773 - to 120 IT 20.0 70.000 0.0
116 0.0 0.0 0.0 99.486 0.0
0.0 - - - -
0.0 101.773 K Factor = 0
BH11 0.0 4.026 2E 20.0 24.690 101.773 to 120 0.0 20.000 0.0
T 0.0 0.0 0.0 44.690 0.0 Vel = 0
0.0
0.0 _ 101.773 K Factor = 0
BH 15 0.0 4.026 1E 10.0 9.040 101.773
to 120 IT 20.0 30.000 0.0
114 0.0 0.0 0.0 39.040 0.0 Vel = 0
0.0
0.0 101.773 K Factor = 0
BHV2 0.0 4.026 6E 60.0 70.120 101.773
to 120 IT 20.0 80.000 0.0
V 0.0 0.0 0.0 -150.120 0.0 Vel = 0
0.0
0.0 101.773 _ _K Factor= 0
BST1 0.0 6.065 3E 42.0 77.450 101.773
to 120 0.0 42.000 0.0
U 0.0 0.0 0.0 119.450 0.0 Vel = 0
0.0 - - -
0.0 101.773 _ K Factor= 0
BST2 0.0 4.026 IT 20.0 2.660 101.773
to 120 0.0 20.000 0.0
116 0.0 0.0 0.0 22.660 0.0 _ Vel = 0
116 0.0 4.026 IT 20.0 17.580 101.773
to 120 0.0 20.000 0.0
T 0.0 0.0 0.0 37.580 0.0 Vel = 0
T 0.0 4.026 IT 20.0 3.450 101.773
to 120 0.0 20.000 0.0
S 0.0 0.0 0.0 23.450 0.0 Vel = 0
S 0.0 6.065 0.0 18.620 101.773
to 120 0.0 0.0 0.0
R 0.0 0.0 0.0 18.620 0.0 Vel = 0
0.0
0.0 101.773 _ K Factor = 0
BST3 0.0 4.026 1 E 10.0 73.750 101.773
to 120 0.0 10.000 0.0
P 0.0 0.0 0.0 83.750 0.0 Vel = 0
0.0
0.0 101.773 K Factor = 0
BHV5 0.0 4.026 1E 10.0 53.410 101.773
to 120 IT 20.0 30.000 0.0
N 0.0 0.0 0.0 83.410 0.0
Vet=O
Final Calculations - Standard
S.A. COMUNALE
DMH 3RD Floor System ADDITION Page 10
Date 090506
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
0.0 - -
0.0 101.773 K Factor= 0
BH10 0.0 4.026 1 E 10.0 71.790 101.875
to 120 IT 20.0 30.000 0.0
112 0.0 0.0 0.0 101.790 0_0 Vel = 0
0.0 - -
0.0 _ 101.875 K Factor = 0
BHV7 0.0 4.026 1 E 10.0 67.080 101.987
to 120 1 T 20.0 30.000 0.0
F 0.0 0.0 0.0 97.080 0.0 Vel = 0
0.0
0.0 101.987 K Factor = 0
BH16 0.0 4.026 1 E 10.0 8.570 101.773
to 120 1 T 20.0 30.000 0.0
L 0.0 0.0 0.0 38.570 0.0 Vel = 0
0.0 - - - -
0.0 101.773 K Factor = 0 _
BH14 0.0 2.469 1T 12.0 0.750 101.773
to 120 0.0 12.000 0.0
113 0.0 0.0 0.0 - 12.750 0.0 _ Vel = 0 _
113 0.0 4.026 0.0 46.290 101.773
to 120 0.0 0.0 0.0
W 0.0 0.0 _0.0 46.290 0.0 Vel = 0 _
W 0.0 4.026 0.0 18.080 101.773
to 120 0.0 0.0 0.0
114 0.0 0.0 0.0 18.080 0.0 Vel = 0
114 0.0 4.026 IT 20.0 42.500 101.773
to 120 0.0 20.000 0.0
V 0.0 0.0 0.0 62.500 0.0 Vel = 0
V 0.0 4.026 1E 10.0 8.200 101.773
to 120 IT 20.0 30.000 0.0
U 0.0 0.0 0.0 38.200 0.0 Vel = 0
U 0.0 6.065 I E 14.0 56.620 101.773
to 120 IT 30.0 44.000 0.0
R 0.0 0.0 0.0 100.620 0.0 Vel = 0
R 0.0 6.065 0.0 5.120 101.773
to 120 0.0 0.0 0.0
Q 0.0 0.0 0.0 5.120 0.0 Vel = 0
Q 0.0 6.065 IT 30.0 154.750 101.773
to 120 0.0 30.000 0.0
P 0.0 0.0 0.0 184.750 0.0 Vel = 0
P 0.0 7.981 0.0 29.330 101.773
to 120 0.0 0.0 0.0
N 0.0 0.0 0.0 29.330 0.0 Vel = 0
N 0.0 7.981 0.0 29.910 101.773
to 120 0.0 0.0 0.0
K 0.0 0.0 0.0 29.910 0.0 Vel = 0
Final Calculations - Standard
S.A. COMUNALE
DMH 3RD Floor System ADDITION Page 11
Date 090506
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. ,.C,.
or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
0.0
0.0 101.773 K Factor = 0
BHV4 0.0 6.065 1 E 14.0 9.040 101.773
to 120 1T 30.0 44.000 0.0
1 0.0 0.0 0.0 53.040 0.0 Vel = 0
0.0
0.0 - 101.773 K Factor = 0
BH12 0.0 4.026 1T 20.0 5.410 101.805
to 120 0.0 20.000 0.0
H 0.0 0.0 00- 25.410 0.0 Vet=0
0.0 -
0.0 101.805 K Factor = 0
BHV9 0.0 4.026 0.0 33.750 101.875
to 120 0.0 0.0 0.0
112 0.0 0.0 0.0 33.750 0.0 Vel = 0
112 0.0 4.026 0.0 18.830 101.875
to 120 0.0 0.0 0.0
X 0.0 0.0 _0.0 18.830 0.0 Vel = 0
X 0.0 4.026 1T 20.0 39.660 101.875
to 120 0.0 20.000 0.0
G 0.0 0.0 0.0 59.660 0.0 Vel = 0
G 0.0 6.065 1E 14.0 95.950 101.875
to 120 1T 30.0 44.000 0.0
111 0.0 0.0 0.0 139.950 0.0 Vel = 0
0.0 - -
0.0 101.875 K Factor = 0
BHV8 0.0 4.026 2E 20.0 29.580 101.987
to 120 0.0 20.000 0.0
F 0.0 0.0 0.0 49.580 0.0 Vel = 0
F 0.0 6.065 2E 28.0 25.790 101.987
to 120 1T 30.0 58.000 0.0
D 0.0 0.0 0.0 83.790 0.0 Vel = 0
0.0
0.0 101.987 K Factor = 0
BST5 0.0 6.065 2E 28.0 26.750 101.773
to 120 1 B 10.0 38.000 0.0
Y 0.0 0.0 0.0 64.750 0.0 Vel = 0
Y 0.0 6.065 0.0 65.660 101.773
to 120 0.0 0.0 0.0
M 0.0 0.0 0.0 65.660 0.0 Vel = 0
M 0.0 6.065 0.0 37.500 101.773
to 120 0.0 0.0 0.0
L 0.0 0.0 0.0 37.500 0.0 Vel = 0
L 0.0 6.065 1E 14.0 40.040 101.773
to 120 1T 30.0 44.000 0.0
K 0.0 0.0 0.0 84.040 0.0 Vel = 0
K 0.0 8.071 3E 57.031 47.290 101.773
to 120 0.0 57.031 0.0
0.0 0.0 0.0 104.321 0.0 Vel = 0
Final Calculations - Standard
S.A. COMUNALE Page 12
DMH 3RD Floor System ADDITION Date 090506
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
J 301.05 8.071 0.0 34.080 101.773
to 120 0.0 0.0 0.0
H 301.05 0.0009 0.0 34.080 0.032 Vel = 1.89
H 0.0 8.071 1T 36.965 36.120 101.805
to 120 0.0 36.965 0.0
111 301.05 0.0010 0.0 _ 73.085 0.070 Vel = 1.89
111 0.0 8.071 1 T 36.965 81.000 101.875
to 120 0.0 36.965 0.0
B 301.05 0.0009 0.0 117.965 0.112 Vel = 1.89
0.0
301.05 101.987 K Factor= 29.81
BST6 0.0 6.065 2E 28.0 20.910 101.987
to 120 2T 60.0 98.000 0.165
E 0.0 0.0 1B 10.0 118.910 -0.001 Vel = 0
E 0.0 6.065 5E 70.0 135.500 102.151
to 120 2T 60.0 130.000 -0.165
D 0.0 0.0 - 0.0 265.500 0.001 Vel = 0
D 0.0 8.071 3E 57.031 22.330 101.987
to 120 0.0 57.031 0.0
C 0.0 0.0 0.0 79.361 0.0 Vel = 0
C 0.0 8.071 0.0 6.410 101.987
to 120 0.0 0.0 0.0
B 0.0 0.0 0.0 6.410 0.0 Vet=0
B 301.05 8.071 4E 76.041 29.290 101.987
to 120 0.0 76.041 3.036
A 301.05 0.0009 0.0 105.331 0.100 Vel = 1.89
A 0.0 8.071 3E 57.031 10.450 105.123
to 120 2B 25.347 120.399 2.451
PMPO 301.05 0.0009 1C 1.056 130.849 0.124 Vel = 1.89
1T 36.965
0.0
301.05 107.698 K Factor= 29.01
System Demand Pressure 107.698
Safety Margin 58 542
Continuation Pressure 166.240
Pressure @ Pump Outlet 166.240
Pressure From Pump Curve -114.596
Pressure @ Pump Inlet 51644
PMPI 0.0 8.071 2E 38.021 10.870 51.644
to 120 0.0 38.021 0.0
UG1 301.05 0.0010 0.0 48.891 0.047 Vel = 1.89
UG1 50.00 8.27 1E 28.468 34.910 51.691 Qa = 50
to 140 0.0 28.468 0.0
UG2 351.05 0.0008 0.0 63.378 0.053 Vel = 2.10
UG2 -85.62 8.27 3F 42.702 1119.710 51.744
to 140 1E 28.468 126.524 0.0
UG4 265.43 0.0005 1T 55.354 1246.234 0.626 Vel = 1.59
0.0
Final Calculations - Standard
S.A. COMUNALE Page 13
DMH 3RD Floor System ADDITION Date 090506
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
265.43 52.370 K Factor= 36.68
UG2 85.62 6.16 4E 80.336 2194.830 51.744
to 140 1G 4.304 84.640 0.0
UG3 85.62 0.0003 0.0 2279.470 0.592 Vel = 0.92
UG3 0.0 8.27 2E 56.936 420.080 52.336
to 140 1G 6.326 118.616 0.0
UG4 85.62 0.0001 1T 55.354 538.696 0.034 Vel = 0.51
UG4 265.43 8.27 3E 85.404 92.250 52.370
to 140 1T 55.354 140.758 5.205 * Fixed loss = 5.205
UG5 351.05 0.0008 1Zaf 0.0 233.008 0.196 Vel = 2.10
UG5 0.0 12.34 1 G 9.377 504.330 57.771
to 140 2E 84.39 93.767 1.732
TEST 351.05 0.0001 0.0 598.097 0.072 Vel = 0.94
0.0
351.05 59.575 K Factor= 45.48
_ _ . Fire Protection by Computer Design
S.A. COMUNALE
1399 OHLEN AVE.
COLUMBUS, OH 43211
614-291-7001
Job Name DMH 2nd Floor Water Curtain 200'
Building MAIN
Location 2nd Flr Water Curtain ADDTION
System
Contract 52318
Data File DMH2ndflr5.wx2
22
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
S.A. COMUNALE Page 1
DMH 2nd Floor Water Curtain 2 Date 090506
Hydraulic Design Information Sheet
Name - DUBLIN METHODIST HOSPITAL O' Date - 7/07
Location - 2nd Flr Water Curtain ADDTION
Building - MAIN System No. -
Contractor - Contract No. - 52318
Calculated By - STEFON LOWMAN W Drawing No. - FP 2.2
Construction: ( ) Combustible (X) Non-Combustible Ceiling Height -09'6
Occupancy - Water Curtain
S (X) NFPA 13 (XX) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz.
Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve
S Other
T Specific Ruling Made By Date
E
M Area of S rinkler O eration - 900 - - -
P ~ System type Sprinkler/Nozzle-
Density - .10 (X) Wet Make RELIABLE
D Area Per Sprinkler - 3gpm LF ( Dry Model
E Elevation at Highest Outlet - 2510 ( Deluge Size 1/2"
S Hose Allowance - Inside - ( ) Preaction K-Factor 5.6
I Rack Sprinkler Allowance - ( ) Other Temp.Rat.155
G Hose Allowance - Outside - 100 0
N
Note -4psi is inclued for the backflow device @ note UG4
Calculation Flow Required - 444.36 Press Required - 145.513 At Pump Outlet
Summary C-Factor Used: 120 Overhead 140 Underground
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 12/18/05 Cap. -
T Time of Test - 9:45 Rated Cap.- 1`000 Elev.-
E Static Press - 60 @ Press - 100
R Residual Press - 49 Elev. - 0 Well
Flow - 2040 Proof Flow
S Elevation - -4
U
P Location - 6 HYD SE OF AVERY-MUIRFIELD ON PERIMETER LOOP RD.
P 5 HYD SW OF AVERY-MUIRFIELD ON PERIMETER LOOP RD.
L Source of Information - CITY OF COLUMBUS - DARIN GIBSON
Y
C Commodity Class Location
0 Storage Ht. Area Aisle W.
M Storage Method: Solid Piled % Palletized % Rack
M
( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap.
S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf
T A ( ) Mult. Row ( ) Non
0 C ( ) Open Shelf
-
K Flue Spacing Clearance:Storage to Ceiling
A Longitudinal Transverse
G
Horizontal Barriers Provided:
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
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Pressure / Flow Summary - STANDARD
S.A. COMUNALE Page 4
DMH 2nd Floor Water Curtain 2 Date 090506
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
D401 27.0 11.2 8.7 na 33.04 0.1 330 8.7
D402 27.0 5.6 9.0 na 16.8 0.1 168 7.0
D403 27.0 5.6 9.0 na 16.8 0.1 168 7.0
D002 27.0 5.6 10.33 na 18.0 0.1 180 7.0
225 30.0 K = K @ EQ04 13.9 na 20.56
224 30.0 K = K @ EQ04 14.33 na 20.88
223 30.0 K = K @ EQ01 12.98 na 38.24
222 30.0 K = K @ EQ01 13.05 na 38.35
220 30.0 K = K @ EQ04 23.12 na 26.52
221 30.0 K = K @ EQ04 23.28 na 26.61
219 30.0 K = K @ EQ04 25.07 na 27.61
218 30.0 K = K @ EQ04 25.7 na 27.96
214 30.0 K = K @ EQ04 13.73 na 20.44
215 30.0 14.06 na
216 30.0 14.64 na
217 30.0 16.76 na
213 30.0 K = K @ EQ01 32.93 na 60.9
211 30.0 K = K @ EQ01 9.69 na 33.04
212 30.0 16.85 na
201 30.0 K = K @ EQ02 19.88 na 24.59
202 30.0 23.35 na
203 30.0 25.63 na
204 30.0 26.24 na
205 30.0 K = K @ EQ04 27.03 na 28.67
206 30.0 29.69 na
207 30.0 41.02 na
208 30.0 41.13 na
209 30.0 41.42 na
210 30.0 47.22 na
M2 30.0 84.64 na
ST4 27.0 129.96 na
BST4 27.0 132.91 na 50.0
ST5 27.0 135.63 na
ST6 27.0 136.06 na
HV6 27.0 135.63 na
BHV6 12.67 141.83 na
HV4 27.0 135.63 na
BH13 12.67 141.83 na
131-111 12.67 141.83 na
BH15 12.67 141.83 na
BHV2 12.67 141.83 na
BST1 12.67 141.83 na
BST2 12.67 141.83 na
116 12.67 141.83 na
T 12.67 141.83 na
s 12.67 141.83 na
BST3 12.67 141.83 na
BHV5 12.67 141.83 na
BH10 12.67 142.04 na
BHV7 12.67 142.27 na
BH16 12.67 141.83 na
BH14 12.67 141.83 na
113 12.67 141.83 na
W 12.67 141.83 na
114 12.67 141.83 na
V 12.67 141.83 na
U 12.67 141.83 na
R 12.67 141.83 na
Q 12.67 141.83 na
p 12.67 141.83 na
N 12.67 141.83 na
BHV4 12.67 141.83 na
ComrnrtPr Prnnrnmc by Hvriratar Inr Rnnta 111 Winriham N H I IRA (13(187
Flow Summary - Standard
S.A. COMUNALE Page 5
DMH 2nd Floor Water Curtain 2 Date 090506
Node Elevation K-Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
BH12 12.67 141.9 na
BHV9 12.67 142.04 na
112 12.67 142.04 na
X 12.67 142.04 na
G 12.67 142.04 na
BHV8 12.67 142.27 na
F 12.67 142.27 na
BST5 12.67 141.83 na
Y 12.67 141.83 na
M 12.67 141.83 na
L 12.67 141.83 na
K 12.67 141.83 na
J 12.67 141.83 na
H 12.67 141.9 na
111 12.67 142.04 na
BST6 12.67 142.27 na
E 12.29 142.44 na
D 12.67 142.27 na
C 12.67 142.27 na
B 12.67 142.27 na
A 5.66 145.51 na
PMPO 0.0 148.22 na
PMPI 0.0 50.65 na
UG1 0.0 50.74 na 50.0
UG2 0.0 50.84 na
UG3 0.0 51.96 na
UG4 0.0 52.02 na
UG5 0.0 57.33 na
TEST 4.0 59.2 na
go
The maximum velocity is 26.5 and it occurs in the pipe between nodes 212 and 210
Computer Proarams by Hvdratec Ina RmAP 111 Windham N N I IRA MnA7
Final Calculations - Hazen-Williams
S.A. COMUNALE Page 6
DMH 2nd Floor Water Curtain 2 Date 090506
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
D401 33.04 1.049 1E 2.0 1.000 8.700 K Factor= 11.20
to 120 0.0 2.000 0.0
EQ01 33.04 0.3293 0.0 3.000 0.988 Vel = 12.27
0.0
33.04 9.688 K Factor= 10.62
D402 16.80 1.049 1E 2.0 1.000 9.000 K Factor = 5.60
to 120 0.0 2.000 0.0
EQ02 16.8 0.0943 0.0 3.000 0.283 Vel = 6.24
0.0
16.80 9.283 K Factor = 5.51
D403 16.80 1.049 1T 5.0 1.000 9.000 K Factor = 5.60
to 120 0.0 5.000 0.0
EQ03 16.8 0.0943 0.0 6.000 0.566 Vel = 6.24
0.0
16.80 9.566 K Factor= 5.43
D002 18.00 1.049 1 E 2.0 1.000 10.332 K Factor = 5.60
to 120 0.0 2.000 0.0
EQ04 18.0 0.1070 0.0 3.000 0.321 Vel = 6.68
0.0
18.00 10.653 K Factor = 5.51
225 20.56 1.61 1T 8.0 1.000 13.904 K Factor @ node EQ04
to 120 0.0 8.000 0.0
215 20.56 0.0170 0.0 9.000 0.153 Vel = 3.24
0.0
20.56 14.057 K -Factor = 5.48
224 20.88 1.61 1 E 4.0 5.450 14.334 K Factor @ node EQ04
to 120 1 T 8.0 12.000 0.0
216 20.88 0.0175 0.0 17.450 0.305 Vel = 3.29
0.0
20.88 14.639 _ K Factor = 5.46
223 38.24 1.049 1 E 2.0 1.750 12.983 K Factor @ node EQ01
to 120 1 T 5.0 7.000 0.0
217 38.24 0.4317 0.0 8.750 3.777 Vel = 14.20
0.0
38.24 16.760 K Factor = 9.34
222 38.35 1.049 1 E 2.0 1.750 13.054 K Factor @ node EQ01
to 120 1T 5.0 7.000 0.0
212 38.35 0.4338 0.0 8.750 3.796 Vel = 14.24
0.0
38.35 16.850 K Factor= 9.34
220 26.52 1.61 0.0 6.000 23.116 K Factor @ node EQ04
to 120 0.0 0.0 0.0
221 26.52 0.0273 0.0 6.000 0.164 Vel = 4.18
221 26.60 1.61 0.0 0.750 23.280 K Factor @ node EQ04
to 120 0.0 0.0 0.0
202 53.12 0.0987 0.0 0.750 0.074 Vel = 8.37
0.0
cmmniifnr Prnnromc by Mwirnfor Ine+ Pnirto 111 Vllinrlhom ti u 1 ma n4na7
Final Calculations - Standard
S.A. COMUNALE Page 7
DMH 2nd Floor Water Curtain 2 Date 090506
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
53.12 23.354 K Factor = 10.99
219 27.61 1.61 2T 16.0 3.080 25.072 K Factor @ node EQ04
to 120 0.0 16.000 0.0
203 27.61 0.0294 0.0 19.080 0.560 Vel = 4.35
0.0 -
27.61 25.632 K Factor = 5.45
218 27.96 1.61 2T 16.0 2.200 25.697 K Factor @ node EQ04
to 120 0.0 16.000 0.0
204 27.96 0.0300 0.0 18.200 0.546 Vel = 4.41
0.0 -
27.96 26.243 K Factor = 5.46
214 20.44 1.61 1E 4.0 7.250 13.734 K Factor @ node EQ04
to 120 1 T 8.0 12.000 0.0
215 20.44 0.0168 - 0.0 19.250 0.323 Vel = 3.22
215 20.56 1.61 1T 8.0 1.540 14.057
to 120 0.0 8.000 0.0
216 41.0 0.0610 0.0 9.540 0.582 Vel = 6.46
216 20.88 1.61 2E 8.0 8.250 14.639
to 120 0.0 8.000 0.0
217 61.88 0.1305 0.0 16.250 2.121 Vel = 9.75
17 38.24 1.38 4E 12.0 18.170 16.760
to 120 1T 6.0 18.000 0.0
208 100.12 0.6737 0.0 36.170 24.366 Vel = 21.48
0.0
100.12 41.126 K factor= 15.61
213 60.90 1.049 1 E 2.0 1.320 32.925 K Factor @ node EQ01
to 120 1T 5.0 7.000 0.0
209 60.9 1.0210 0.0 - 8.320 8.495 Vel = 22.61
0.0
- 60.90 41.420 K Factor= 9.46
211 33.04 1.049 3E 6.0 15.750 9.688 K Factor @ node EQ01
to 120 0.0 6.000 0.0
212 33.04 0.3293 0.0 21.750 7.162 Vel = 12.27
212 38.34 1.049 1T 5.0 17.170 16.850
to 120 0.0 5.000 0.0
210 71.38 1.3697 0.0 22.170 30.366 Vel = 26.50
0.0
71.38 47.216 _ K Factor= 10.39
201 24.59 1.049 2E 4.0 9.200 19.883 K Factor @ node EQ02
to 120 1 T 5.0 9.000 0.0
202 24.59 0.1907 0.0 18.200 3.471 Vel = 9.13
202 53.12 1.61 1 E 4.0 7.450 23.354
to 120 0.0 4.000 0.0
203 77.71 0.1990 0.0 11.450 2.278 Vel = 12.25
203 27.62 2.067 0.0 5.910 25.632
to 120 0.0 0.0 0.0
204 105.33 0.1034 0.0 5.910 0.611 Vel = 10.07
Computer Programs by Hvdratec Inc. Route 111 Windham N H i MA nznn7
Final Calculations - Standard
S.A. COMUNALE Page 8
DMH 2nd Floor Water Curtain 2 Date 090506
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
204 27.95 2.067 0.0 4.950 26.243
to 120 0.0 0.0 0.0
205 133.28 0.1600 0.0 4.950 0.792 Vel = 12.74
205 28.68 2.067 1T 10.0 1.580 27.035 K Factor @ node EQ04
to 120 0.0 10.000 0.0
206 161.96 0.2293 0.0 11.580 2.655 Vel = 15.49
206 0.0 2.067 2E 10.0 29.410 29.690
to 120 1T 10.0 20.000 0.0
207 161.96 0.2293 0.0 49.410 11.328 Vel = 15.49---
207 0.0 2.469 0.0 1.130 41.018
to 120 0.0 0.0 0.0
208 161.96 0.0956 0.0 1.130 0.108 Vel = 10-.85-
208 100.12 2.469 0.0 1.250 41.126
to 120 0.0 0.0 0.0
209 262.08 0.2352 0.0 1.250 0.294 Vel = 17.56
209 60.90 2.469 0.0 16.750 41.420
to 120 0.0 0.0 0.0
210 322.98 0.3460 0.0 16.750 5.796 Vel = 21.64
210 71.38 2.469 4E 24.0 38.750 47.216
to 120 1T 12.0 36.000 0.0
M2 394.36 0.5006 0.0 74.750 37.419 Vel = 26.43
M2 0.0 2.469 3E 18.0 69.950 84.635
to 120 0.0 18.000 1.299
ST4 394.36 0.5006 0.0 87.950 44.028 Vel = 26.43
ST4 0.0 4.026 1V 6.8 45.000 129.962
to 120 1B 12.0 18.800 0.0
BST4 394.36 0.0463 0.0 63.800 2.952 Vel = 9.94
BST4 50.00 4.026 1E 10.0 5.000 132.914 Qa = 50
to 120 1T 20.0 42.000 6.206
J 444.36 0.0577 1B 12.0 47.000 2.713 Vel = 11.20
0.0
444.36 141.833 K Factor= 37.31
ST5 0.0 6.065 4E 56.0 105.000 135.626
to 120 1 T 30.0 86.000 6.206
BST5 0.0 0.0 0.0 191.000 0.001 Vel = 0
0.0
0.0 141.833 _ KFact_or = 0
ST6 0.0 6.065 4E 56.0 106.000 136.065
to 120 1T 30.0 86.000 6.206
BST6 0.0 0.0 0.0 192.000 0.001 Vel = 0
0.0
0.0 142.272 K Factor = 0
HV6 0.0 4.026 2E 20.0 65.000 135.626
to 120 0.0 20.000 6.206
BHV6 0.0 0.0 0.0 85.000 0.001 Vel = 0
BHV6 0.0 4.026 2E 20.0 4.000 141.833
to 120 1B 12.0 52.000 0.0
M 0.0 0.0 1T 20.0 56.000 0.0 Vel = 0
Cnmmif- D-,- k- LJ-A-f- 1- D-A. 4 4 4 1A dL...... KI u J 1OA none,
Final Calculations - Standard
S.A. COMUNALE Page 9
DMH 2nd Floor Water Curtain 2 Date 090506
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
0.0
0.0 141.833 K Factor-=-O
HV4 0.0 4.026 1E 10.0 50.000 135.626
to 120 0.0 10.000 6.206
BHV4 0.0 0.0 0.0 60.000 0.001 Vel = 0
0.0
0.0 141.833 K Factor =0
BH13 0.0 4.026 5E 50.0 29.486 141.833
to 120 1T 20.0 70.000 0.0
116 0.0 0.0 0.0 99.486 0.0 Vel = 0
0.0
0.0 141.833 K Factor = 0
131-111 0.0 4.026 2E 20.0 24.690 141.833
to 120 0.0 20.000 0.0
T 0.0 0.0 0.0 44.690 0.0 Vel = 0
0.0
0.0 141.833 K Factor = 0
BH15 0.0 4.026 1E 10.0 9.040 141.833
to 120 1T 20.0 30.000 0.0
114 0.0 0.0 0.0 39.040 0.0 Vel = 0
0.0
0.0 141.833 K Factor = 0 _
BHV2 0.0 4.026 6E 60.0 70.120 141.833
to 120 1T 20.0 80.000 0.0
V 0.0 0.0 0.0 150.120 0.0 Vel = 0
0.0
0.0 141.833 K Factor = 0
BST1 0.0 6.065 3E 42.0 77.450 141.833
to 120 0.0 42.000 0.0
U 0.0 0.0 0.0 119.450 0.0 Vel = 0
0.0
0.0 141.833 K Factor = 0
BST2 0.0 4.026 1T 20.0 2.660 141.833
to 120 0.0 20.000 0.0
116 0.0 0.0 0.0 22.660 0.0 Ve_1= 0
116 0.0 4.026 1T 20.0 17.580 141.833
to 120 0.0 20.000 0.0
T 0.0 0.0 0.0 37.580 0.0 Vel = 0
T 0.0 4.026 1T 20.0 3.450 141.833
to 120 0.0 20.000 0.0
S 0.0 0.0 0.0 23.450 _ _ 0.0 _V_el = 0
S 0.0 6.065 0.0 18.620 141.833
to 120 0.0 0.0 0.0
R 0.0 0.0 0.0 18.620 0.0 Vel = 0
0.0
0.0 141.833 K Factor = 0
BST3 0.0 4.026 1 E 10.0 73.750 141.833
to 120 0.0 10.000 0.0
P 0.0 0.0 0.0 83.750 0.0 Vel = 0
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard
S.A. COMUNALE Page 10
DMH 2nd Floor Water Curtain 2 Date 090506
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
0.0
0.0 141.833 K Factor = 0
BHV5 0.0 4.026 1 E 10.0 53.410 141.833
to 120 1 T 20.0 30.000 0.0
N 0.0 0.0 0.0 83.410 0.0 Vel = 0
0.0 -
0.0 141.833 K Factor, = 0
BH10 0.0 4.026 1 E 10.0 71.790 142.042
to 120 1 T 20.0 30.000 0.0
112 0.0 0.0 0.0 101.790 0.0 Vel = 0
0.0
0.0 142.042 K Factor = 0
BHV7 0.0 4.026 1E 10.0 67.080 142.272
to 120 IT 20.0 30.000 0.0
F 0.0 0. 0.0 97.080 0.0 Vel = 0
0.0
0.0 142.272 K Factor = 0
BH16 0.0 4.026 1E 10.0 8.570 141.833
to 120 IT 20.0 30.000 0.0
L 0.0 0.0 0.0 38.570 0.0 Vel = 0
0.0 -
0.0 141.833 KFactor = 0
BH14 0.0 2.469 IT 12.0 0.750 141.833
to 120 0.0 12.000 0.0
113 0.0 0.0 0.0 12.750 0.0 Vel = 0
113 0.0 4.026 0.0 46.290 141.833
to 120 0.0 0.0 0.0
W 0.0 0.0 0.0 46.290 0.0 Vel = 0
W 0.0 4.026 0.0 18.080 141.833
to 120 0.0 0.0 0.0
114 0.0 0.0 0.0 18.080 0.0 Vel = 0
114 0.0 4.026 IT 20.0 42.500 141.833
to 120 0.0 20.000 0.0
V 0.0 0.0 0.0 62.500 0.0 Vel = 0
V 0.0 4.026 1E 10.0 8.200 141.833
to 120 IT 20.0 30.000 0.0
U 0.0 0.0 0.0 38.200 0.0 V_el = 0
U 0.0 6.065 1E 14.0 56.620 141.833
to 120 IT 30.0 44.000 0.0
R 0.0 0.0 0.0 100.620 0.0 Vel = 0
R 0.0 6.065 0.0 5.120 141.833
to 120 0.0 0.0 0.0
Q 0.0 0.0 0.0 5.120 0.0 Vel = 0
Q 0.0 6.065 IT 30.0 154.750 141.833
to 120 0.0 30.000 0.0
P 0.0 0.0 0.0 184.750 _ 0.0 Vel = 0
P 0.0 7.981 0.0 29.330 141.833
to 120 0.0 0.0 0.0
N 0.0 0.0 0.0 29.330 0.0 Vel = 0
Final Calculations - Standard
S.A. COMUNALE Page 11
DMH 2nd Floor Water Curtain 2 Date 090506
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
-
0.0 7.981 0.0 29.910 141.833
to 120 0.0 0.0 0.0
K 0.0 0.0 0.0 29.910 0.0 Vel = 0
0.0
0.0 141.833 K Factor= 0
- BHV4 0.0 6.065 1 E 14.0 9.040 141.833
to 120 IT 30.0 44.000 0.0
J 0.0 0.0 0.0 53.040 0.0 Vel = 0
0 _ - -
0.0 141.833 K Factor = 0
BH12 0.0 4.026 IT 20.0 5.410 141.899
to 120 0.0 20.000 0.0
H - 0.0 0.0 0.0 -25.410 0.0 Vel = 0
0.0
- 0.0 - 141.899 K Factor = 0 _
HV9 0.0 4.026 0.0 33.750 142.042 -
to 120 0.0 0.0 0.0
112 0.0 0.0 0.0 33.750 0.0 Vel = 0
112 0.0 4.026 0.0 18.830 142.042
to 120 0.0 0.0 0.0
X 0.0 0.0 0.0 18.830 0.0 Vel = 0
0 4.026 IT 20.0 39.660 142.042
to 120 0.0 20.000 0.0
G 0.0 0.0 0.0 59.660 0.0 Vel =--O
G 0.0 6.065 1E 14.0 95.950 142.042
to 120 IT 30.0 44.000 0.0
111 0.0 0.0 0.0 139.950 0.0 Vel = 0
0.0 - -
0.0 142.042 _ K Factor = 0 _ _
BHV8 0.0 4.026 2E 20.0 29.580 142.272
to 120 0.0 20.000 0.0
F 0.0 0.0 0.0 _ 49.580 _ 0.0 Vel = 0
F 0.0 6.065 2E 28.0 25.790 142.272
to 120 IT 30.0 58.000 0.0
D 0.0 0.0 0.0 83.790 - 0.0 Vel = 0
0.0
0.0 142.272 K Factor = 0
BST5 0.0 6.065 2E 28.0 26.750 141.833
to 120 1 B 10.0 38.000 0.0
Y _ 0.0 0.0 0-.0-------. 64.750 0.0 Vel = 0
y 0.0 6.065 0.0 65.660 141.833
to 120 0.0 0.0 0.0
M 0.0 0.0 0.0 65.660 0.0 Vel = 0
M 0.0 6.065 0.0 37.500 141.833
to 120 0.0 0.0 0.0
L 0.0 0.0 0.0 37.500 0.0 Vel = 0
L 0.0 6.065 1 E 14.0 40.040 141.833
to 120 IT 30.0 44.000 0.0
K 0.0 0.0 0.0 84.040 0.0 Vel = 0
COmouter Pmaramc by Hvdrmf=P 1- o-A 4 \AM.-AIL-.Y ~1 A
Final Calculations - Standard
S.A. COMUNALE
DMH 2nd Floor Water Curtain 2 Page 12
Date 090506
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
0 8.071 3E 57.031 47.290 141.833 -
to 120 0.0 57.031 0.0
0.0 0.0 0.0 104.321 0.0 Vel = 0
444.36 8.071 - - - - -
0.0 34.080 141.833
to 120 0.0 0.0 0.0
H 444.36 0.0019 0.0 34.080 0.066 Vel = 2.79
H 0.0 8.071 IT 36.965 36.120 141.899
to 120 0.0 36.965 0.0
111 - 444.36,--- 0.0 73.085 0.143
Vel = 2.79
-
11 0.0 8.071 IT 36.965 81.000 142.042
to 120 0.0 36.965 0.0
B 444.36 0.0019 0.0 117.965 0.230 Vel = 2.79
0.0
444.36 142.272 K Factor = 37.25-
BST6 0.0 6.065 2E 28.0 20.910 142.272 -
to 120 2T 60.0 98.000 0.165
E 0.0 0.0 113 10.0 118.910 -0.001 Vel = 0
E 0.0 6.065 5E 70.0 135.500 142.436 - - - - to 120 2T 60.0 130.000 -0.165
D 0.0 0.0 0.0 265.500 0.001 Ve_I =_0
0.0 8.071 3E 57.031 22.330 142.272
to 120 0.0 57.031 0.0
C 0.0 0.0 0.0 79.361 0.0
- Vel = 0
C 0.0
71 0.0 6.410 142.272
to 120 0.0 0.0 0.0
B 0.0 0.0 0.0 6.410 0.0 Vel-0
44.36 8.071 4E 76.041 29.290 142.272 - - - - - -
to 120 0.0 76.041 3.036
A 444.36 0.0019 - 0.0 105.331 0.205 _ Vel = 2.79
A 0.0 8.071 3E 57.031 10.450 145.513
to 120 2B 25.347 120.399 2.451
PMPO 444.36 0.0020 1C 1.056 130.849 0.256 Vel = 2.79
1 T 36.965
0.0
444.36 148.220 K Factor= 36_.50_ _
System Demand Pressure 148.220
Safety Margin 17.021
Continuation Pressure 165.241
Pressure @ Pump Outlet 165.241
Pressure From Pump Curve -114.592
Pressure Pump Inlet 50.649
MPI 0.0 8.071 2E 38.021 10.870 50.649
to 120 0.0 38.021 0.0
UG1 444.36 0.0019 0.0 48.891 0.095 Vel = 2.79
UG1 50.00 8.27 1E 28.468 34.910 50.744 Qa = 50
to 140 0.0 28.468 0.0
UG2 494.36 0.0016 0.0 63.378 0.101 Vel = 2.95
UG2 -120.57 8.27 3F 42.702 1119.710 50.845
to 140 1E 28.468 126.524 0.0
UG4 373.79 0.0009 IT 55.354 1246.234 1.179 Vel = 2.23
COmDuter Pronrnmc by 14,rfrw f- I-- M-. A- A I - I - - -
Final Calculations - Standard
S.A. COMUNALE Page 13
DMH 2nd Floor Water Curtain 2 Date 090506
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv Notes
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
0.0
373.79 52.024 K_Facto_r = 51.82
2 120.58 6.16 4E 80.336 2194.830 50.845
to 140 1G 4.304 84.640 0.0
UG3 120.58 0.0005 0.0 2279.470 1.116 Vel = 1.30
UG3 0.0 8.27 2E 56.936 420.080 51.961 -
to 140 1 G 6.326 118.616 0.0
UG4 120.58 0.0001 -1 T---55-.354--- 538.696 0.063 Vel = 0.72
UG4 -
373.78 8.27 3E 85.404 92.250 52.024 - -
to 140 1T 55.354 140.758 4.940 * Fixed loss = 4.94
UG5 494.36 0.0016 1Zaf 0.0 233.008 0.369 Vel = 2.95
- - - - -
G5 0.0 12.34 1G 9.377 - - - - - - -
504.330 57.333
to 140 2E 84.39 93.767 1.732
TEST 494.36 0.0002 - 0.0 598.097
0.0 -0.136 Vel = 1.33
- el - -
494.36 59.201 K Factor = 64.25