FPNM2001-003 MA (8 Osborne St.) COMPLETEV2742-16V2742-16
H.28 H.29
Basement 8 Sprinklers
WATER SERVICE
ENTRANCE LOCATION
V2742-16V2742-16
V2742-16V2742-16
BCFH.1 H.2
H.26 H.27
T.32
T.62 T.63
T.64
T.66 T.67N T.33
T.52
V2742-16 V2742-16
H.10 H.11
1-1/4" RISER TO FRONT ENTRY
VICTAULIC Model V2742 Concealed Pendent Spr DP
V2742-16
- - - 30 K=4.9, 155F°, 7/16" Orifice, Maximum Spacing 16'x16'
Sprinkler head demand: 13 gpm @ 7.04
VICTAULIC Model V2742 Concealed Pendent Spr DP
V2742-20
- - - 1 K=4.9, 155F°, 7/16" Orifice, Maximum Spacing 20'x20'
Sprinkler head demand: 20 gpm @ 16.7
FLOW AT SOURCE: 919 GPM
SUPPLY STATIC PRESSURE: 85 PSI
RESIDUAL PRESSURE: 80 PSI
SUPPLY ELEVATION: N/A
CITY GATE
VALVE
HOUSE FOUNDATION
CITY MAIN
1" COPPER L
20' DISTANCE FROM CITY
WATER MAIN TO WATER
METER
SPRINKLER MAIN
SHUT-OFF BALL
VALVE (EACH UNIT)
S-1 (REFER TO LOCATION ON PLANS)
TO DOMESTIC WATER AND SPRINKLER
SYSTEM
1" WATER METER
6 PSI LOSS
DRAIN PIPE
PER AHJ1-1/4" COPPER L RISER
AND HEADER TO SERVE
MULTIPURPOSE
SPRINKLER SYSTEMS
Systems Using PEX
Tubing Shall Be
Limited To 80 PSI
PER NFPA 13D
VIEGA LLC'S DESIGN SERVICES DEPARTMENT HAS PREPARED THIS SERIES OF DRAWINGS AS THE
FIRST DESIGN FOR PLUMBING, RADIANT, SNOW MELTING OR FIRE SUPPRESSION SYSTEMS FOR THE
USE OF YOU, OUR CUSTOMER, IN PREPARING / OBTAINING SPECIFICATIONS, BIDS AND PROPOSALS IN
RELATION TO THE SALE OF THESE SYSTEMS. THESE DRAWINGS ARE BASED UPON INFORMATION
PROVIDED BY YOU AND HAVE BEEN PREPARED TO APPROPRIATE PROFESSIONAL STANDARDS OF
DESIGN BASED UP THAT INFORMATION. THESE DRAWINGS ARE NOT TO BE CONSIDERED FINAL AND,
PRIOR TO PERFORMING ANY WORK ASSOCIATED WITH THESE DESIGNS OR DRAWINGS, YOU MUST:
1.) CHECK AND CONFIRM ALL PIPE SIZES, CALCULATIONS, MATERIALS, PLUMBING AND / OR FIRE
CODES USED OR APPLICABLE; AND
2.) PRESENT THE DRAWINGS TO YOUR PROFESSIONAL ENGINEER FOR REVIEW AND APPROVAL
AND HAVE THE DRAWINGS MARKED "FINAL" BY YOUR PROFESSIONAL ENGINEER.
IF YOUR PROFESSIONAL ENGINEER REPORTS ANY ERRORS IN THE DRAWINGS OR MAKES ANY
CHANGES IN THE DRAWINGS, THESE ERRORS OR CHANGES MUST BE COMMUNICATED TO VIEGA
LLC'S DESIGN SERVICES DEPARTMENT FOR A DETERMINATION IF A REVISION TO THE DESIGN IS
NECESSARY.
VIEGA LLC DISCLAIMS ANY WARRANTIES, EXPRESS OR IMPLIED, ASSOCIATED WITH THE DESIGN OF
THE SYSTEM OR ITS USE. ALL DESIGNS ARE PROVIDED "AS IS" AND IT IS YOUR SOLE
RESPONSIBILITY TO CONFIRM AND ENSURE THAT THE SYSTEM TO BE INSTALLED WILL OPERATE
AND FUNCTION IN COMPLIANCE WITH ALL APPLICABLE CODES AND IN ACCORDANCE WITH ALL
APPLICABLE SPECIFICATIONS.
Design Services Department
1900 Southwood Drive - Nashua, NH 03063
Tel: 877-843-4262 x 351 Fax: 316-425-8466
3 FAMILY RESIDENCE8 OSBORNE ST.PEABODY, MA 01960FP 1 OF 5
BASEMENT
FPNM2001-003 MA
N.M.
01/07/2020
3/8" = 1'
Flow Required at Head (GPM):
Source Pressure at Head (PSI):
Maximum Spacing (length):
Maximum Spacing (Width):
Domestic Flow Added (GPM):
Sprinkler Model:
Elevation of Highest Head:
K-Factor
Temperature Rating:
Flow Required at Source (GPM)
Pressure Required at Source (psi)
Source Reference Point:
C-Factor of Sprinkler Pipe
C-Factor of Service Line
Most Demanding Single Head Information
Head Reference Point:
Information Results
20
16.7
20
20
10
V2742
115
4.9
155
20
43.79
At Ref Pt STR
150
150
H.25
Flow Required at Head (GPM):
Source Pressure at Head (PSI):
Maximum Spacing (length):
Maximum Spacing (Width):
Domestic Flow Added (GPM):
Sprinkler Model:
Elevation of Highest Head:
K-Factor
Temperature Rating:
Flow Required at Source (GPM)
Pressure Required at Source (psi)
Source Reference Point:
C-Factor of Sprinkler Pipe
C-Factor of Service Line
Most Demanding Two Head Information
Head Reference Point:
Information Results
13
7.04
16
16
10
V2742
131
4.9
155
26.0101
66.3
At Ref Pt STR
150
150
H.22 & H.21
irAB1+
irAB1+
ViegaPEX Ultra Black
Type K Copper w/ ProPress Fittings
Cold Water Fixture
Hot Water Fixture
Inter Level Connection
Manifold
ViegaPEX Ultra Blue - Cold Plumbing
ViegaPEX Ultra Red - Hot Plumbing
Type L Copper w/ ProPress Fittings
Type M Copper w/ ProPress Fittings
LEGEND
A
SPRINKLER DESCRIPTIONS
WATER SERVICE DETAIL
Level One 8 Sprinklers
V2742-16
H.4
NO A.S.B0AS7(5 &ON75O/ 9A/9( )O5
),5( S35,N./(5 S<S7(0S
S83(59,S('
&ON75O/ 9A/9( 8N,7
V2742-20
V2742-16
CV2742-16
V2742-16
EFV2742-16 V2742-16
V2742-16GH.5 H.6 H.7 H.8
H.19
H.23
H.25
T.46
T.47
T.58
T.59 T.60
T.61
T.65 NT.40
T.45
5,S(5 7O 8N,7 5,S(5 7O 8N,7
VIEGA LLC'S DESIGN SERVICES DEPARTMENT HAS PREPARED THIS SERIES OF DRAWINGS AS THE
FIRST DESIGN FOR PLUMBING, RADIANT, SNOW MELTING OR FIRE SUPPRESSION SYSTEMS FOR THE
USE OF YOU, OUR CUSTOMER, IN PREPARING / OBTAINING SPECIFICATIONS, BIDS AND PROPOSALS IN
RELATION TO THE SALE OF THESE SYSTEMS. THESE DRAWINGS ARE BASED UPON INFORMATION
PROVIDED BY YOU AND HAVE BEEN PREPARED TO APPROPRIATE PROFESSIONAL STANDARDS OF
DESIGN BASED UP THAT INFORMATION. THESE DRAWINGS ARE NOT TO BE CONSIDERED FINAL AND,
PRIOR TO PERFORMING ANY WORK ASSOCIATED WITH THESE DESIGNS OR DRAWINGS, YOU MUST:
1.) CHECK AND CONFIRM ALL PIPE SIZES, CALCULATIONS, MATERIALS, PLUMBING AND / OR FIRE
CODES USED OR APPLICABLE; AND
2.) PRESENT THE DRAWINGS TO YOUR PROFESSIONAL ENGINEER FOR REVIEW AND APPROVAL
AND HAVE THE DRAWINGS MARKED "FINAL" BY YOUR PROFESSIONAL ENGINEER.
IF YOUR PROFESSIONAL ENGINEER REPORTS ANY ERRORS IN THE DRAWINGS OR MAKES ANY
CHANGES IN THE DRAWINGS, THESE ERRORS OR CHANGES MUST BE COMMUNICATED TO VIEGA
LLC'S DESIGN SERVICES DEPARTMENT FOR A DETERMINATION IF A REVISION TO THE DESIGN IS
NECESSARY.
VIEGA LLC DISCLAIMS ANY WARRANTIES, EXPRESS OR IMPLIED, ASSOCIATED WITH THE DESIGN OF
THE SYSTEM OR ITS USE. ALL DESIGNS ARE PROVIDED "AS IS" AND IT IS YOUR SOLE
RESPONSIBILITY TO CONFIRM AND ENSURE THAT THE SYSTEM TO BE INSTALLED WILL OPERATE
AND FUNCTION IN COMPLIANCE WITH ALL APPLICABLE CODES AND IN ACCORDANCE WITH ALL
APPLICABLE SPECIFICATIONS.
Design Services Department
1900 Southwood Drive - Nashua, NH 03063
Tel: 877-843-4262 x 351 Fax: 316-425-8466
3 FAMILY RESIDENCE8 OSBORNE ST.PEABODY, MA 01960FP 2 OF 5
LEVEL ONE
FPNM2001-003 MA
N.M.
01/07/2020
3/8" = 1'
NO A.S.V2742-16
NO A.S.
H.3
Level Two 9 SprinklersEGV2742-16
V2742-16
V2742-16V2742-16
&ON75O/ 9A/9( 8N,7 IJH.17H.18
H.30
H.31
T.44
T.50
T.51
T.56T.57
V2742-16
V2742-16
V2742-16
V2742-16
&ON75O/ 9A/9( 8N,7 KLH.9
H.12 H.14
H.24MT.48
T.49
VIEGA LLC'S DESIGN SERVICES DEPARTMENT HAS PREPARED THIS SERIES OF DRAWINGS AS THE
FIRST DESIGN FOR PLUMBING, RADIANT, SNOW MELTING OR FIRE SUPPRESSION SYSTEMS FOR THE
USE OF YOU, OUR CUSTOMER, IN PREPARING / OBTAINING SPECIFICATIONS, BIDS AND PROPOSALS IN
RELATION TO THE SALE OF THESE SYSTEMS. THESE DRAWINGS ARE BASED UPON INFORMATION
PROVIDED BY YOU AND HAVE BEEN PREPARED TO APPROPRIATE PROFESSIONAL STANDARDS OF
DESIGN BASED UP THAT INFORMATION. THESE DRAWINGS ARE NOT TO BE CONSIDERED FINAL AND,
PRIOR TO PERFORMING ANY WORK ASSOCIATED WITH THESE DESIGNS OR DRAWINGS, YOU MUST:
1.) CHECK AND CONFIRM ALL PIPE SIZES, CALCULATIONS, MATERIALS, PLUMBING AND / OR FIRE
CODES USED OR APPLICABLE; AND
2.) PRESENT THE DRAWINGS TO YOUR PROFESSIONAL ENGINEER FOR REVIEW AND APPROVAL
AND HAVE THE DRAWINGS MARKED "FINAL" BY YOUR PROFESSIONAL ENGINEER.
IF YOUR PROFESSIONAL ENGINEER REPORTS ANY ERRORS IN THE DRAWINGS OR MAKES ANY
CHANGES IN THE DRAWINGS, THESE ERRORS OR CHANGES MUST BE COMMUNICATED TO VIEGA
LLC'S DESIGN SERVICES DEPARTMENT FOR A DETERMINATION IF A REVISION TO THE DESIGN IS
NECESSARY.
VIEGA LLC DISCLAIMS ANY WARRANTIES, EXPRESS OR IMPLIED, ASSOCIATED WITH THE DESIGN OF
THE SYSTEM OR ITS USE. ALL DESIGNS ARE PROVIDED "AS IS" AND IT IS YOUR SOLE
RESPONSIBILITY TO CONFIRM AND ENSURE THAT THE SYSTEM TO BE INSTALLED WILL OPERATE
AND FUNCTION IN COMPLIANCE WITH ALL APPLICABLE CODES AND IN ACCORDANCE WITH ALL
APPLICABLE SPECIFICATIONS.
Design Services Department
1900 Southwood Drive - Nashua, NH 03063
Tel: 877-843-4262 x 351 Fax: 316-425-8466
3 FAMILY RESIDENCE8 OSBORNE ST.PEABODY, MA 01960FP 3 OF 5
LEVEL TWO
FPNM2001-003 MA
N.M.
01/07/2020
3/8" = 1'
NO A.S.NO A.S.
Level Three 6 Sprinklers
V2742-16 V2742-16
V2742-16IJH.16
H.21H.22
T.55 KV2742-16
V2742-16
V2742-16LH.13
H.15
H.20MT.41
VIEGA LLC'S DESIGN SERVICES DEPARTMENT HAS PREPARED THIS SERIES OF DRAWINGS AS THE
FIRST DESIGN FOR PLUMBING, RADIANT, SNOW MELTING OR FIRE SUPPRESSION SYSTEMS FOR THE
USE OF YOU, OUR CUSTOMER, IN PREPARING / OBTAINING SPECIFICATIONS, BIDS AND PROPOSALS IN
RELATION TO THE SALE OF THESE SYSTEMS. THESE DRAWINGS ARE BASED UPON INFORMATION
PROVIDED BY YOU AND HAVE BEEN PREPARED TO APPROPRIATE PROFESSIONAL STANDARDS OF
DESIGN BASED UP THAT INFORMATION. THESE DRAWINGS ARE NOT TO BE CONSIDERED FINAL AND,
PRIOR TO PERFORMING ANY WORK ASSOCIATED WITH THESE DESIGNS OR DRAWINGS, YOU MUST:
1.) CHECK AND CONFIRM ALL PIPE SIZES, CALCULATIONS, MATERIALS, PLUMBING AND / OR FIRE
CODES USED OR APPLICABLE; AND
2.) PRESENT THE DRAWINGS TO YOUR PROFESSIONAL ENGINEER FOR REVIEW AND APPROVAL
AND HAVE THE DRAWINGS MARKED "FINAL" BY YOUR PROFESSIONAL ENGINEER.
IF YOUR PROFESSIONAL ENGINEER REPORTS ANY ERRORS IN THE DRAWINGS OR MAKES ANY
CHANGES IN THE DRAWINGS, THESE ERRORS OR CHANGES MUST BE COMMUNICATED TO VIEGA
LLC'S DESIGN SERVICES DEPARTMENT FOR A DETERMINATION IF A REVISION TO THE DESIGN IS
NECESSARY.
VIEGA LLC DISCLAIMS ANY WARRANTIES, EXPRESS OR IMPLIED, ASSOCIATED WITH THE DESIGN OF
THE SYSTEM OR ITS USE. ALL DESIGNS ARE PROVIDED "AS IS" AND IT IS YOUR SOLE
RESPONSIBILITY TO CONFIRM AND ENSURE THAT THE SYSTEM TO BE INSTALLED WILL OPERATE
AND FUNCTION IN COMPLIANCE WITH ALL APPLICABLE CODES AND IN ACCORDANCE WITH ALL
APPLICABLE SPECIFICATIONS.
Design Services Department
1900 Southwood Drive - Nashua, NH 03063
Tel: 877-843-4262 x 351 Fax: 316-425-8466
3 FAMILY RESIDENCE8 OSBORNE ST.PEABODY, MA 01960FP 4 OF 5
LEVEL THREE
FPNM2001-003 MA
N.M.
01/07/2020
3/8" = 1'
VIEGA LLC'S DESIGN SERVICES DEPARTMENT HAS PREPARED THIS SERIES OF DRAWINGS AS THE
FIRST DESIGN FOR PLUMBING, RADIANT, SNOW MELTING OR FIRE SUPPRESSION SYSTEMS FOR THE
USE OF YOU, OUR CUSTOMER, IN PREPARING / OBTAINING SPECIFICATIONS, BIDS AND PROPOSALS IN
RELATION TO THE SALE OF THESE SYSTEMS. THESE DRAWINGS ARE BASED UPON INFORMATION
PROVIDED BY YOU AND HAVE BEEN PREPARED TO APPROPRIATE PROFESSIONAL STANDARDS OF
DESIGN BASED UP THAT INFORMATION. THESE DRAWINGS ARE NOT TO BE CONSIDERED FINAL AND,
PRIOR TO PERFORMING ANY WORK ASSOCIATED WITH THESE DESIGNS OR DRAWINGS, YOU MUST:
1.) CHECK AND CONFIRM ALL PIPE SIZES, CALCULATIONS, MATERIALS, PLUMBING AND / OR FIRE
CODES USED OR APPLICABLE; AND
2.) PRESENT THE DRAWINGS TO YOUR PROFESSIONAL ENGINEER FOR REVIEW AND APPROVAL
AND HAVE THE DRAWINGS MARKED "FINAL" BY YOUR PROFESSIONAL ENGINEER.
IF YOUR PROFESSIONAL ENGINEER REPORTS ANY ERRORS IN THE DRAWINGS OR MAKES ANY
CHANGES IN THE DRAWINGS, THESE ERRORS OR CHANGES MUST BE COMMUNICATED TO VIEGA
LLC'S DESIGN SERVICES DEPARTMENT FOR A DETERMINATION IF A REVISION TO THE DESIGN IS
NECESSARY.
VIEGA LLC DISCLAIMS ANY WARRANTIES, EXPRESS OR IMPLIED, ASSOCIATED WITH THE DESIGN OF
THE SYSTEM OR ITS USE. ALL DESIGNS ARE PROVIDED "AS IS" AND IT IS YOUR SOLE
RESPONSIBILITY TO CONFIRM AND ENSURE THAT THE SYSTEM TO BE INSTALLED WILL OPERATE
AND FUNCTION IN COMPLIANCE WITH ALL APPLICABLE CODES AND IN ACCORDANCE WITH ALL
APPLICABLE SPECIFICATIONS.
Design Services Department
1900 Southwood Drive - Nashua, NH 03063
Tel: 877-843-4262 x 351 Fax: 316-425-8466
3 FAMILY RESIDENCE8 OSBORNE ST.PEABODY, MA 01960FP 5 OF 5
NOTES AND DETAILS
FPNM2001-003 MA
J.F.
01/07/2020
NOT TO SCALE
INSTALLATION NOTES
TABLE 7.5.6.3 (NFPA 13D 2016)
TABLE 10.4.4(a) (NFPA 13D 2016)
INSULATION DETAILS - ANNEX A.9.1.1 (NFPA 13D 2016)
FIRE PROTECTION INSTALLATION NOTES:
1.INSTALLATION OF THE FIRE PROTECTION SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE 2016 EDITION OF NFPA 13D OR SECTION P2904 OF THE
2018 INTERNATIONAL RESIDENTIAL CODE (IRC). NFPA 13D IS THE STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS IN ONE- AND TWO-FAMILY
DWELLINGS AND MANUFACTURED HOMES.
2.INSTALLATION OF THE FIRE PROTECTION SYSTEM SHALL COMPLY WITH ALL LOCAL RESIDENTIAL FIRE PROTECTION CODES AND ALL APPLICABLE STATE
REGULATIONS.
3.SPRINKLER HEADS SHALL MEET ALL GENERAL CARE AND INSTALLATION REQUIREMENTS OF THE SPRINKLER MANUFACTURER. SUBSTITUTION OF SPRINKLER
HEADS IS NOT PERMITTED.
4.AFTER INSTALLATION OF THE SPRINKLERS, THE ENTIRE SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH STATE AND LOCAL CODE REQUIREMENTS.
5.SPRINKLERS SHALL BE LOCATED PER THE LAYOUT. DO NOT INSTALL SPRINKLERS IN AREAS EXPOSED TO TEMPERATURES THAT EXCEED THE MAXIMUM
RECOMMENDED AMBIENT TEMPERATURE FOR THE TEMPERATURE RATING USED. MINIMUM DISTANCE OF SPRINKLER HEADS FROM HEAT SOURCES SHALL
COMPLY WITH TABLE 7.5.6.3 IN THE 2016 EDITION OF NFPA 13D, INSTALLATION OF SPRINKLER SYSTEMS IN ONE - AND TWO - FAMILY DWELLINGS AND
MANUFACTURED HOMES.
6.NO DEVIATIONS FROM THE PLAN SHALL BE ALLOWED WITHOUT APPROVAL FROM THE AUTHORITY HAVING JURISDICTION AND DESIGNER.
7.PIPING AND SPRINKLER FITTINGS SHALL BE SUPPORTED IN COMPLIANCE WITH LOCAL PLUMBING CODE AND THE 2016 EDITION OF NFPA 13D, INSTALLATION
OF SPRINKLER SYSTEMS IN ONE - AND TWO - FAMILY DWELLINGS AND MANUFACTURED HOMES.
8.SMOKE DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 72, NATIONAL FIRE ALARM CODE. WHEN NOT EQUIPPED WITH SMOKE DETECTORS,
LOCAL WATERFLOW ALARMS SHALL BE REQUIRED.
9.WATER SOFTENERS AND WATER FILTRATION DEVICES SHALL NOT BE INSTALLED IN THE SYSTEM WITHOUT A REVIEW OF THE HYDRAULIC CALCULATIONS OF THE
SYSTEM.
10.A SIGN SHALL BE AFFIXED ADJACENT TO THE MAIN SHUTOFF VALVE THAT STATES IN MINIMUM 1/4" LETTERS, “WARNING: THE WATER SYSTEM FOR THIS HOME
SUPPLIES FIRE SPRINKLERS THAT REQUIRE CERTAIN FLOWS AND PRESSURES TO FIGHT A FIRE. DEVICES THAT RESTRICT THE FLOW OR DECREASE THE
PRESSURE OR AUTOMATICALLY SHUT OFF THE WATER TO THE FIRE SPRINKLER SYSTEM, SUCH AS WATER SOFTENERS, FILTRATION SYSTEMS, AND AUTOMATIC
SHUT-OFF VALVES, SHALL NOT BE ADDED TO THIS SYSTEM WITHOUT A REVIEW OF THE FIRE SPRINKLER SYSTEM BY A FIRE PROTECTION SPECIALIST. DO NOT
REMOVE THIS SIGN."
11.ALL PIPING AND FITTINGS SHALL BE PROPERLY INSULATED AND PROTECTED SO THAT THEY ARE NOT EXPOSED TO TEMPERATURES BELOW 40° F.
12.WHEN THE MAXIMUM STATIC PRESSURE EXCEEDS 80 PSI, A PRESSURE-REDUCING VALVE SHALL BE INSTALLED. NFPA 13D RESTRICTS THE OPERATING
PRESSURE OF PEX SYSTEMS TO 80 PSI. PRESSURE DROP THROUGH THE PRESSURE-REDUCING DEVICE SHALL BE INCLUDED IN THE HYDRAULIC
CALCULATIONS.
13.WHEN A FIRE DEPARTMENT CONNECTION IS REQUIRED, PEX TUBING SHALL NOT BE PERMITTED. CONSULT WITH THE AUTHORITY HAVING JURISDICTION (AHJ)
ABOUT THIS REQUIREMENT PRIOR TO INSTALLATION.
PLUMBING INSTALLATION NOTES:
1.INSTALLATION OF HOT AND COLD WATER DISTRIBUTION SYSTEMS SHALL BE IN ACCORDANCE WITH THE LOCAL PLUMBING CODE.
2.WATER SOFTENERS AND WATER FILTRATION DEVICES SHALL NOT BE INSTALLED WITHOUT A REVIEW OF THE HYDRAULIC CALCULATIONS OF THE SYSTEM.
3.FINAL APPROVAL OF MULTIPURPOSE AND PASSIVE PURGE FIRE SPRINKLER INSTALLATIONS SHALL BE FROM THE AUTHORITY HAVING JURISDICTION.
TESTING:
1.EVERY VIEGA NFPA 13D FIRE PROTECTION INSTALLATION SHALL BE PRESSURE TESTED IN ACCORDANCE WITH NFPA 13D, WHICH STATES THAT SYSTEMS
WITHOUT FIRE DEPARTMENT CONNECTIONS SHALL BE TESTED FOR LEAKAGE AT THE NORMAL SYSTEM OPERATING WATER PRESSURE.
2.THE AUTHORITY HAVING JURISDICTION (AHJ) MAY REQUIRE A FLOW VERIFICATION TEST OF THE MOST HYDRAULICALLY REMOTE SPRINKLER HEAD(S). THIS
FLOW VERIFICATION TEST IS AVAILABLE TO ENSURE THE INSTALLED FIRE PROTECTION SYSTEM OPERATES AS DESIGNED. DOCUMENTATION ON HOW TO
PERFORM A FLOW VERIFICATION TEST IS AVAILABLE THROUGH VIEGA TECHNICAL SERVICES.
3.THE FLOW VERIFICATION TEST SHALL BE PERFORMED AFTER ALL PIPING, FITTINGS, SPRINKLER HEADS AND PLUMBING CONNECTIONS HAVE BEEN INSTALLED
AND PRESSURE TESTING OF THE SYSTEM HAS BEEN COMPLETED. THE FLOW TEST SHOULD OCCUR WHILE IN THE "ROUGH" STAGE OF CONSTRUCTION. FLOW
TEST RESULTS SHOULD BE COMPARED TO THE SYSTEM DESIGN VALUES. RESIDUAL PRESSURE (PSI) AND FLOW (GPM) MUST BE EQUAL TO OR GREATER THEN
THE DESIGN VALUES TO ENSURE A PROPERLY FUNCTIONING SYSTEM.
DRAWING AND DESIGN NOTES:
1.DESIGN SHALL ENSURE WATER SUPPLY TO THE MOST HYDRAULICALLY DEMANDING SINGLE AND DUAL SPRINKLER HEADS.
2.TUBING AND FITTINGS SHALL BE U.L. LISTED FOR RESIDENTIAL FIRE PROTECTION SYSTEMS IN ACCORDANCE WITH NFPA 13D.
3.VIEGAPEX ULTRA (BLACK IN COLOR) LISTED TO U.L. 1821 FOR RESIDENTIAL WET-PIPE FIRE PROTECTION SYSTEMS IN ACCORDANCE WITH NFPA 13D.
4.VIEGA PEX PRESS FITTINGS (POLYMER AND BRONZE) LISTED TO U.L. 1821 FOR RESIDENTIAL WET-PIPE FIRE PROTECTION SYSTEMS IN ACCORDANCE WITH
NFPA 13D.
5.APPROVED SMOKE DETECTION SYSTEMS AND/OR WATER FLOW ALARMS SHALL BE INSTALLED WHERE REQUIRED BY THE AUTHORITY HAVING JURISDICTION
(AHJ).
MATERIALS LIST NOTES:
1.SERVICE ENTRANCE MATERIALS FROM WATER MAIN CONNECTION TO DISTRIBUTION MANIFOLD ARE EXCLUDED.
2.SPRINKLERS AND ASSOCIATED ESCUTCHEONS OR COVER PLATES ARE NOT SUPPLIED BY VIEGA.
3.MATERIAL LIST IS SUGGESTED ONLY. CONTRACTOR SHALL CONFIRM REQUIRED MATERIALS PRIOR TO PLACEMENT OF ORDER.
INSTALLATION DETAIL - SPRINKLER BRACKETS
Viega LLC
Technical Services Department
1900 Southwood Drive
Nashua, NH 03063
603-882-7171
Job Name : 3 FAMILY RESIDENCE - One Head Calculation (H.25)
Building : SINGLE FAMILY RESIDENCE
Location : 8 OSBORNE ST. PEABODY MA 01960
System : NFPA 13D
Contract : FPNM2001-003 MA
Data File : FPNM2001-003 MA (8 Osborne St.).wx1
Computer Programs by Hydratec Inc. Route 111 W indham N.H. USA 03087
Viega LLC Page 1
3 FAMILY RESIDENCE - One Head Calculation (H.25)Date 2/19/2020
HYDRAULIC DESIGN INFORMATION SHEET
Name - 3 FAMILY RESIDENCE Date - 01/07/2020
Location - PEABODY MA 01960
Building - SINGLE FAMILY RESIDENCE System No. - NFPA 13D
Contractor - x Contract No. - FPNM2001-003 MA
Calculated By - VIEGA LLC Drawing No. - FPNM2001-003 MA
Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 7
OCCUPANCY - RESIDENTIAL
S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D
Y Number of Sprinklers Flowing: (X)1 ( )2 ( )4 ( )
S ( )Other
T ( )Specific Ruling Made by Date
E
M Listed Flow at Start Point - 20 Gpm System Type
Listed Pres. at Start Point - 16.7 Psi (X) Wet ( ) Dry
D MAXIMUM LISTED SPACING 20 x 20 ( ) Deluge ( ) PreAction
E Domestic Flow Added - 10 Gpm Sprinkler or Nozzle
S Additional Flow Added - Gpm Make VICTAULIC Model V2742
I Elevation at Highest Outlet - 115 Feet Size 7/16 K-Factor 4.9
G Note: Temperature Rating 155
N
Calculation Gpm Required 20 Psi Required 43.79 At Ref Pt STR
Summary C-Factor Used: Overhead 150 Underground 150
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - x Rated Cap. Cap.
T Time of Test - x @ Psi Elev.
E Static (Psi) - 85 Elev.
R Residual (Psi) - 80 Other Well
Flow (Gpm) - 919 Proof Flow Gpm
S Elevation - 100
P Location: x
P
L Source of Information: x
Y
Computer Programs by Hydratec Inc. Route 111 W indham N.H. USA 03087
Viega LLCPage 2 3 FAMILY RESIDENCE - One Head Calculation (H.25)Date 2/19/2020 10203040E50R60U70S80S90E100R110P120130140150100 200 300 400 500 600 700 800 900FLOW ( N ^ 1.85 )City Water Supply:Demand:C1C2C1 - Static Pressure : 85 C2 - Residual Pressure: 80 C2 - Residual Flow : 919 D1 - Elevation : 6.496 D2 - System Flow : 20.024 D2 - System Pressure : 55.791 Hose ( Demand ) : 10 D3 - System Demand : 30.024 Safety Margin : 29.200 D1D2D3Water Supply Curve CComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Viega LLCPage 3 3 FAMILY RESIDENCE - One Head Calculation (H.25)Date 2/19/2020 Fitting Legend Abbrev. Name ½ ¾ 1 1¼ 1½ 2 2½ 3 3½ 4 5 6 8 10 12 14 16 18 20 24 E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Vpel * PEX Press 90 Elbow - Poly 12.6 18.9 17.7 18.6 29.436.4 0 0 0 Vprt * PEX Press Tee - Run-Poly 3.9 3.6 3.8 6.4 7.9 10.2 0 00 Vptb * PEX Press Tee - Branch-Poly 14 19.1 18.4 18.7 28.337.5 0 0 0 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Fittings Used SummaryComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Viega LLC Page 4
3 FAMILY RESIDENCE - One Head Calculation (H.25)Date 2/19/2020
SUPPLY ANALYSIS
Node at Static Residual Available
Source Pressure Pressure Flow Pressure Total Demand Required Pressure
STR 85.0 80 919.0 84.991 30.02 55.791
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node Notes
H.25 115.0 4.9 16.7 20.02
T.58 115.0 17.8
T.59 115.0 18.12
T.60 115.0 23.52
T.65 115.0 23.86
T.67 107.0 29.83
T.66 107.0 34.17
T.32 107.0 37.78
S.1 104.0 39.79
MTR 100.0 49.5 10.0
STR 100.0 55.79
H.4 115.0 16.84
H.5 115.0 16.95
H.6 115.0 17.06
H.7 115.0 17.16
H.8 115.0 17.25
H.19 115.0 17.37
H.23 115.0 17.5
T.45 115.0 17.83
T.61 115.0 17.81
T.64 107.0 21.28
T.62 107.0 21.28
H.26 107.0 21.28
H.1 107.0 21.28
H.2 107.0 21.29
T.33 107.0 21.29
T.52 107.0 21.29
T.40 115.0 17.83
H.27 107.0 21.28
T.63 107.0 21.28
H.28 107.0 21.28
H.29 107.0 21.28
H.11 107.0 21.28
H.10 107.0 21.28
Flow Summary - NFPA 2007
Computer Programs by Hydratec Inc. Route 111 W indham N.H. USA 03087
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3 FAMILY RESIDENCE - One Head Calculation (H.25)Date 2/19/2020
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftng's Pe ******* Notes ******
Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf
H.25 115 4.90 16.86 1 Vprt 3.8 3.000 150 16.700
to 0.0 3.800 0.0
T.58 115 16.86 0.863 0.0 6.800 0.1625 1.105 Vel = 9.25
T.58 115 -0.39 1 0.0 2.000 150 17.805
to 0.0 0.0 0.0
T.59 115 16.47 0.863 0.0 2.000 0.1555 0.311 Vel = 9.03
T.59 115 3.55 1 Vptb 18.4 2.000 150 18.116
to Vprt 3.8 22.200 0.0
T.60 115 20.02 0.863 0.0 24.200 0.2233 5.404 Vel = 10.98
T.60 115 0.0 1.25 0.0 4.000 150 23.520
to 0.0 0.0 0.0
T.65 115 20.02 1.053 0.0 4.000 0.0848 0.339 Vel = 7.38
T.65 115 0.0 1.25 Vpel 18.6 11.000 150 23.859
to 0.0 18.600 3.465
T.67 107 20.02 1.053 0.0 29.600 0.0847 2.507 Vel = 7.38
T.67 107 0.0 1.25 2Vpel 37.2 14.000 150 29.831
to 0.0 37.200 0.0
T.66 107 20.02 1.053 0.0 51.200 0.0847 4.338 Vel = 7.38
T.66 107 0.0 1.25 Vpel 18.6 24.000 150 34.169
to 0.0 18.600 0.0
T.32 107 20.02 1.053 0.0 42.600 0.0847 3.610 Vel = 7.38
T.32 107 0.0 1.25 T 2.429 6.000 150 37.779
to 0.0 2.429 1.299
S.1 104 20.02 1.053 0.0 8.429 0.0847 0.714 Vel = 7.38
S.1 104 0.0 1 2E 5.4 15.000 150 39.792
to 0.0 5.400 7.732 * * Fixed Loss = 6
MTR 100 20.02 1.025 0.0 20.400 0.0966 1.971 Vel = 7.78
MTR 100 H10 10.00 1 E 2.7 20.000 150 49.495
to T 6.75 10.800 0.0
STR 100 30.02 1.025 G 1.35 30.800 0.2044 6.296 Vel = 11.67
0.0
STR 30.02 55.791 K Factor = 4.02
H.25 115 3.16 1 Vprt 3.8 15.000 150 16.700
to 0.0 3.800 0.0
H.4 115 3.16 0.863 0.0 18.800 0.0073 0.138 Vel = 1.73
H.4 115 0.0 1 Vprt 3.8 12.000 150 16.838
to 0.0 3.800 0.0
H.5 115 3.16 0.863 0.0 15.800 0.0073 0.116 Vel = 1.73
H.5 115 0.0 1 Vprt 3.8 11.000 150 16.954
to 0.0 3.800 0.0
H.6 115 3.16 0.863 0.0 14.800 0.0073 0.108 Vel = 1.73
H.6 115 0.0 1 Vprt 3.8 9.000 150 17.062
to 0.0 3.800 0.0
H.7 115 3.16 0.863 0.0 12.800 0.0073 0.094 Vel = 1.73
H.7 115 0.0 1 Vprt 3.8 9.000 150 17.156
to 0.0 3.800 0.0
H.8 115 3.16 0.863 0.0 12.800 0.0073 0.094 Vel = 1.73
H.8 115 0.0 1 Vprt 3.8 12.000 150 17.250
to 0.0 3.800 0.0
H.19 115 3.16 0.863 0.0 15.800 0.0073 0.116 Vel = 1.73
Final Calculations - Hazen-Williams - 2007
Computer Programs by Hydratec Inc. Route 111 W indham N.H. USA 03087
Viega LLC Page 6
3 FAMILY RESIDENCE - One Head Calculation (H.25)Date 2/19/2020
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftng's Pe ******* Notes ******
Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf
H.19 115 0.0 1 0.0 19.000 150 17.366
to 0.0 0.0 0.0
H.23 115 3.16 0.863 0.0 19.000 0.0073 0.139 Vel = 1.73
H.23 115 0.0 1 Vptb 18.4 22.000 150 17.505
to Vprt 3.8 22.200 0.0
T.45 115 3.16 0.863 0.0 44.200 0.0074 0.325 Vel = 1.73
T.45 115 0.40 1 Vptb 18.4 13.000 150 17.830
to 0.0 18.400 0.0
T.59 115 3.56 0.863 0.0 31.400 0.0091 0.286 Vel = 1.95
0.0
T.59 3.56 18.116 K Factor = 0.84
T.58 115 0.40 1 Vptb 18.4 1.000 150 17.805
to 0.0 18.400 0.0
T.61 115 0.4 0.863 0.0 19.400 0.0002 0.003 Vel = 0.22
T.61 115 0.0 1 Vpel 17.7 10.000 150 17.808
to 0.0 17.700 3.465
T.64 107 0.4 0.863 0.0 27.700 0.0001 0.004 Vel = 0.22
T.64 107 0.0 1 Vpel 17.7 1.000 150 21.277
to Vptb 18.4 36.100 0.0
T.62 107 0.4 0.863 0.0 37.100 0.0002 0.006 Vel = 0.22
T.62 107 -0.18 1 0.0 9.000 150 21.283
to 0.0 0.0 0.0
H.26 107 0.22 0.863 0.0 9.000 0.0001 0.001 Vel = 0.12
H.26 107 0.0 1 Vprt 3.8 18.000 150 21.284
to 0.0 3.800 0.0
H.1 107 0.22 0.863 0.0 21.800 0 0.001 Vel = 0.12
H.1 107 0.0 1 Vprt 3.8 11.000 150 21.285
to 0.0 3.800 0.0
H.2 107 0.22 0.863 0.0 14.800 0.0001 0.001 Vel = 0.12
H.2 107 0.0 1 Vprt 3.8 7.000 150 21.286
to 0.0 3.800 0.0
T.33 107 0.22 0.863 0.0 10.800 0 0.0 Vel = 0.12
T.33 107 0.18 1 Vpel 17.7 2.000 150 21.286
to 0.0 17.700 0.0
T.52 107 0.4 0.863 0.0 19.700 0.0002 0.003 Vel = 0.22
T.52 107 0.0 1 0.0 10.000 150 21.289
to 0.0 0.0 -3.465
T.40 115 0.4 0.863 0.0 10.000 0.0002 0.002 Vel = 0.22
T.40 115 0.0 1 Vprt 3.8 1.000 150 17.826
to Vpel 17.7 21.500 0.0
T.45 115 0.4 0.863 0.0 22.500 0.0002 0.004 Vel = 0.22
0.0
T.45 0.40 17.830 K Factor = 0.09
T.62 107 0.17 1 Vprt 3.8 2.000 150 21.283
to 0.0 3.800 0.0
H.27 107 0.17 0.863 0.0 5.800 0 0.0 Vel = 0.09
H.27 107 0.0 1 Vprt 3.8 3.000 150 21.283
to 0.0 3.800 0.0
T.63 107 0.17 0.863 0.0 6.800 0.0001 0.001 Vel = 0.09
Final Calculations - Hazen-Williams
Computer Programs by Hydratec Inc. Route 111 W indham N.H. USA 03087
Viega LLC Page 7
3 FAMILY RESIDENCE - One Head Calculation (H.25)Date 2/19/2020
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftng's Pe ******* Notes ******
Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf
T.63 107 0.0 1 Vprt 3.8 6.000 150 21.284
to 0.0 3.800 0.0
H.28 107 0.17 0.863 0.0 9.800 0 0.0 Vel = 0.09
H.28 107 0.0 1 0.0 11.000 150 21.284
to 0.0 0.0 0.0
H.29 107 0.17 0.863 0.0 11.000 0 0.0 Vel = 0.09
H.29 107 0.0 1 Vprt 3.8 14.000 150 21.284
to 0.0 3.800 0.0
H.11 107 0.17 0.863 0.0 17.800 0.0001 0.001 Vel = 0.09
H.11 107 0.0 1 Vprt 3.8 9.000 150 21.285
to 0.0 3.800 0.0
H.10 107 0.17 0.863 0.0 12.800 0 0.0 Vel = 0.09
H.10 107 0.0 1 Vptb 18.4 7.000 150 21.285
to 0.0 18.400 0.0
T.33 107 0.17 0.863 0.0 25.400 0 0.001 Vel = 0.09
0.0
T.33 0.17 21.286 K Factor = 0.04
Final Calculations - Hazen-Williams
Computer Programs by Hydratec Inc. Route 111 W indham N.H. USA 03087
Viega LLC
Technical Services Department
1900 Southwood Drive
Nashua, NH 03063
603-882-7171
Job Name : 3 FAMILY RESIDENCE - Two Head Calculation (H.22 & H.21)
Building : SINGLE FAMILY RESIDENCE
Location : 8 OSBORNE ST. PEABODY MA 01960
System : NFPA 13D
Contract : FPNM2001-003 MA
Data File : FPNM2001-003 MA (8 Osborne St.).wx2
Computer Programs by Hydratec Inc. Route 111 W indham N.H. USA 03087
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3 FAMILY RESIDENCE - Two Head Calculation (H.22 & H.21)Date 2/19/2020
HYDRAULIC DESIGN INFORMATION SHEET
Name - 3 FAMILY RESIDENCE Date - 01/07/2020
Location - PEABODY MA 01960
Building - SINGLE FAMILY RESIDENCE System No. - NFPA 13D
Contractor - x Contract No. - FPNM2001-003 MA
Calculated By - VIEGA LLC Drawing No. - FPNM2001-003 MA
Construction: (X) Combustible ( ) Non-Combustible Ceiling Height 7
OCCUPANCY - RESIDENTIAL
S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D
Y Number of Sprinklers Flowing: ( )1 (X)2 ( )4 ( )
S ( )Other
T ( )Specific Ruling Made by Date
E
M Listed Flow at Start Point - 13 Gpm System Type
Listed Pres. at Start Point - 7.04 Psi (X) Wet ( ) Dry
D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction
E Domestic Flow Added - 10 Gpm Sprinkler or Nozzle
S Additional Flow Added - Gpm Make VICTAULIC Model V2742
I Elevation at Highest Outlet - 131 Feet Size 7/16 K-Factor 4.9
G Note: Temperature Rating 155
N
Calculation Gpm Required 26.0101 Psi Required 66.3 At Ref Pt STR
Summary C-Factor Used: Overhead 150 Underground 150
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - x Rated Cap. Cap.
T Time of Test - x @ Psi Elev.
E Static (Psi) - 85 Elev.
R Residual (Psi) - 80 Other Well
Flow (Gpm) - 919 Proof Flow Gpm
S Elevation - 100
P Location: x
P
L Source of Information: x
Y
Computer Programs by Hydratec Inc. Route 111 W indham N.H. USA 03087
Viega LLCPage 2 3 FAMILY RESIDENCE - Two Head Calculation (H.22 & H.21)Date 2/19/2020 10203040E50R60U70S80S90E100R110P120130140150100 200 300 400 500 600 700 800 900FLOW ( N ^ 1.85 )City Water Supply:Demand:C1C2C1 - Static Pressure : 85 C2 - Residual Pressure: 80 C2 - Residual Flow : 919 D1 - Elevation : 13.426 D2 - System Flow : 26.01 D2 - System Pressure : 78.296 Hose ( Demand ) : 10 D3 - System Demand : 36.01 Safety Margin : 6.692 D1D2D3Water Supply Curve CComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Viega LLCPage 3 3 FAMILY RESIDENCE - Two Head Calculation (H.22 & H.21)Date 2/19/2020 Fitting Legend Abbrev. Name ½ ¾ 1 1¼ 1½ 2 2½ 3 3½ 4 5 6 8 10 12 14 16 18 20 24 E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Vpel * PEX Press 90 Elbow - Poly 12.6 18.9 17.7 18.6 29.436.4 0 0 0 Vprt * PEX Press Tee - Run-Poly 3.9 3.6 3.8 6.4 7.9 10.2 0 00 Vptb * PEX Press Tee - Branch-Poly 14 19.1 18.4 18.7 28.337.5 0 0 0 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Fittings Used SummaryComputer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Viega LLC Page 4
3 FAMILY RESIDENCE - Two Head Calculation (H.22 & H.21)Date 2/19/2020
SUPPLY ANALYSIS
Node at Static Residual Available
Source Pressure Pressure Flow Pressure Total Demand Required Pressure
STR 85.0 80 919.0 84.988 36.01 78.296
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node Notes
H.22 131.0 4.9 7.04 13.0
T.55 131.0 9.38
T.56 123.0 13.72
T.57 123.0 17.17
H.18 123.0 17.39
H.3 123.0 17.95
T.44 123.0 18.37
T.50 123.0 19.11
T.51 123.0 19.38
T.46 115.0 29.33
T.47 115.0 32.87
T.60 115.0 35.12
T.65 115.0 35.67
T.67 107.0 43.2
T.66 107.0 50.24
T.32 107.0 56.1
S.1 104.0 58.55
MTR 100.0 69.48 10.0
STR 100.0 78.3
H.21 131.0 4.9 7.05 13.01
H.16 131.0 8.16
T.41 131.0 11.06
T.48 123.0 15.77
T.49 123.0 18.01
H.31 123.0 17.33
H.30 123.0 17.48
H.17 123.0 17.67
Flow Summary - NFPA 2007
Computer Programs by Hydratec Inc. Route 111 W indham N.H. USA 03087
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3 FAMILY RESIDENCE - Two Head Calculation (H.22 & H.21)Date 2/19/2020
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftng's Pe ******* Notes ******
Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf
H.22 131 4.90 12.12 1 Vpel 17.7 5.000 150 7.040
to Vprt 3.8 21.500 0.0
T.55 131 12.12 0.863 0.0 26.500 0.0882 2.336 Vel = 6.65
T.55 131 0.0 1 0.0 10.000 150 9.376
to 0.0 0.0 3.465
T.56 123 12.12 0.863 0.0 10.000 0.0881 0.881 Vel = 6.65
T.56 123 0.0 1 Vptb 18.4 3.000 150 13.722
to Vpel 17.7 36.100 0.0
T.57 123 12.12 0.863 0.0 39.100 0.0881 3.446 Vel = 6.65
T.57 123 -4.42 1 Vprt 3.8 2.000 150 17.168
to 0.0 3.800 0.0
H.18 123 7.7 0.863 0.0 5.800 0.0381 0.221 Vel = 4.22
H.18 123 0.0 1 Vprt 3.8 11.000 150 17.389
to 0.0 3.800 0.0
H.3 123 7.7 0.863 0.0 14.800 0.0382 0.565 Vel = 4.22
H.3 123 0.0 1 Vprt 3.8 7.000 150 17.954
to 0.0 3.800 0.0
T.44 123 7.7 0.863 0.0 10.800 0.0381 0.412 Vel = 4.22
T.44 123 0.0 1 Vptb 18.4 1.000 150 18.366
to 0.0 18.400 0.0
T.50 123 7.7 0.863 0.0 19.400 0.0381 0.740 Vel = 4.22
T.50 123 18.31 1.25 0.0 2.000 150 19.106
to 0.0 0.0 0.0
T.51 123 26.01 1.053 0.0 2.000 0.1375 0.275 Vel = 9.58
T.51 123 0.0 1.25 2Vpel 37.2 10.000 150 19.381
to 0.0 37.200 3.465
T.46 115 26.01 1.053 0.0 47.200 0.1374 6.487 Vel = 9.58
T.46 115 0.0 1.25 Vptb 18.7 7.000 150 29.333
to 0.0 18.700 0.0
T.47 115 26.01 1.053 0.0 25.700 0.1375 3.533 Vel = 9.58
T.47 115 0.0 1.25 Vprt 6.4 10.000 150 32.866
to 0.0 6.400 0.0
T.60 115 26.01 1.053 0.0 16.400 0.1374 2.254 Vel = 9.58
T.60 115 0.0 1.25 0.0 4.000 150 35.120
to 0.0 0.0 0.0
T.65 115 26.01 1.053 0.0 4.000 0.1375 0.550 Vel = 9.58
T.65 115 0.0 1.25 Vpel 18.6 11.000 150 35.670
to 0.0 18.600 3.465
T.67 107 26.01 1.053 0.0 29.600 0.1374 4.068 Vel = 9.58
T.67 107 0.0 1.25 2Vpel 37.2 14.000 150 43.203
to 0.0 37.200 0.0
T.66 107 26.01 1.053 0.0 51.200 0.1375 7.038 Vel = 9.58
T.66 107 0.0 1.25 Vpel 18.6 24.000 150 50.241
to 0.0 18.600 0.0
T.32 107 26.01 1.053 0.0 42.600 0.1374 5.855 Vel = 9.58
T.32 107 0.0 1.25 T 2.429 6.000 150 56.096
to 0.0 2.429 1.299
S.1 104 26.01 1.053 0.0 8.429 0.1375 1.159 Vel = 9.58
Final Calculations - Hazen-Williams - 2007
Computer Programs by Hydratec Inc. Route 111 W indham N.H. USA 03087
Viega LLC Page 6
3 FAMILY RESIDENCE - Two Head Calculation (H.22 & H.21)Date 2/19/2020
Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt
to or Ftng's Pe ******* Notes ******
Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf
S.1 104 0.0 1 2E 5.4 15.000 150 58.554
to 0.0 5.400 7.732 * * Fixed Loss = 6
MTR 100 26.01 1.025 0.0 20.400 0.1568 3.198 Vel = 10.11
MTR 100 H10 10.00 1 E 2.7 20.000 150 69.484
to T 6.75 10.800 0.0
STR 100 36.01 1.025 G 1.35 30.800 0.2861 8.812 Vel = 14.00
0.0
STR 36.01 78.296 K Factor = 4.07
H.22 131 0.89 1 0.0 12.000 150 7.040
to 0.0 0.0 0.0
H.21 131 0.89 0.863 0.0 12.000 0.0007 0.008 Vel = 0.49
H.21 131 4.90 13.00 1 Vprt 3.8 6.000 150 7.048
to 0.0 3.800 0.0
H.16 131 13.89 0.863 0.0 9.800 0.1136 1.113 Vel = 7.62
H.16 131 0.0 1 Vpel 17.7 4.000 150 8.161
to Vprt 3.8 21.500 0.0
T.41 131 13.89 0.863 0.0 25.500 0.1136 2.896 Vel = 7.62
T.41 131 0.0 1 0.0 11.000 150 11.057
to 0.0 0.0 3.465
T.48 123 13.89 0.863 0.0 11.000 0.1135 1.249 Vel = 7.62
T.48 123 0.0 1 Vpel 17.7 2.000 150 15.771
to 0.0 17.700 0.0
T.49 123 13.89 0.863 0.0 19.700 0.1136 2.238 Vel = 7.62
T.49 123 4.42 1 Vprt 3.8 2.000 150 18.009
to 0.0 3.800 0.0
T.50 123 18.31 0.863 0.0 5.800 0.1891 1.097 Vel = 10.04
0.0
T.50 18.31 19.106 K Factor = 4.19
T.57 123 4.41 1 Vprt 3.8 8.000 150 17.168
to 0.0 3.800 0.0
H.31 123 4.41 0.863 0.0 11.800 0.0136 0.161 Vel = 2.42
H.31 123 0.0 1 0.0 11.000 150 17.329
to 0.0 0.0 0.0
H.30 123 4.41 0.863 0.0 11.000 0.0135 0.149 Vel = 2.42
H.30 123 0.0 1 Vprt 3.8 10.000 150 17.478
to 0.0 3.800 0.0
H.17 123 4.41 0.863 0.0 13.800 0.0136 0.188 Vel = 2.42
H.17 123 0.0 1 Vptb 18.4 3.000 150 17.666
to Vprt 3.8 22.200 0.0
T.49 123 4.41 0.863 0.0 25.200 0.0136 0.343 Vel = 2.42
0.0
T.49 4.41 18.009 K Factor = 1.04
Final Calculations - Hazen-Williams
Computer Programs by Hydratec Inc. Route 111 W indham N.H. USA 03087