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2015-01167 - sprinkler system
� • CITY OF ORONO * z 0 1 5 - 0 1 1 6 7 * 2750 KELLEY PARKWAY DATE ISSUED: 09/29/2015 ORONO, MN 55356- 952 249-4600 FAX: 952 249-4616 ADDRESS : 2735 DEER RUN TR E PIN : 04-117-23-13-0013 LEGAL DESC : N/A : LOT 006 BLOCK 001 PERMIT TYPE : FIRE SYSTEMS PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SPRINKLER SYSTEM - IN BUILDING NOTG: INSPECTIONS ARE DONE BY FIRE MARSHALL,JAMES VAN EYLL. PLEASE CALL JAMES VAN EYLL DIRECTLY AT:(952)473-9701 TO SET UP AN INSPECTION. ENTER THE VALUTATION 12000 APPLICANT FIRE SPRINKLER-RESIDENTIAL 150.00 STATE SURCHARGE VAL OTHER 6.00 GRUPA MECHANICAL CONTRACTORS INC. 12180 197TH COURT NW TOTAL 156.00 ELK RIVER, MN 55330 Payment(s) (763)441-5360 CREDIT CARD 5918 156.00 OWNER NIH Homes LLC 6840 213TH AVE ELK RIVER, MN 55330- AGREEMENT AI�D SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permi[is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of Iaws and ordinances goveming this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of l80 days at any time afrer work has commenced. The applicant is responsible for assuring all required inspections are requested in co n e with the Stat uilding Code.This permit may be revoked at i fod d � � ��q-� � �-e t l �sv � �� � Applicant Permitee Signature Date [ssue y Signature Date , FOR�CITY USE ONLY � �,.C}1�j/� City of Orono �ace Eteoeived: // �, Pen,uc# Zo/S— D //G� '7 f �./ P.O.Box 66 bD i2750 Kelley Parkway Amounr. $_�(�' 4 � � � Crystal Bay,MN 55323 Approved By: � ,. � (952)249-4600 `��� ��' Recommends: A roval Denial � �ESH� c�-1 El __—._- ;�����_2 4��,�► �,L.�U,�n �n�J�� CITY OF ORONO—AUTOMATIC FIRE SPRINKLER/GENERAL PERMIT (All permits must be approved by the��=+9�'�3s3��;t�>�Ei and/or Building Official) 1. Permits are required for all fire sprinkler installation and repair. All work shall be done by a licensed fire sprinkler contractor. Two sets of plans, specification data sheets, fire flow tests and hydraulic calculation sheets shall be submitted to the Orono Fire Marshal a����i3�_�_r,t���i7� �}1� �lati�s h�,(�{».c� sta�-t ��f` u c>i k. 2. Permits can be applied far by mail at PO box 66, Orono, MN, 55323 or in person at, 2750 Kelly Parkway; Phone: (952)249-4600. Permits are also available online at: w«��v.ci.orono.mn.us 3. All systems shall be designed, installed and maintained to N.F.P.A.-13,N.F.P.A.-25, Minnesota State Building Code, Minnesota State Fire Code and Standards. All attic systems are to be spaced at maximum 130 square foot coverage. Plastic pipe will not be allowed at any time in attic spaces. 4. All equipment installed shall be U.L. or F.M. approved for fire protection service. Water flow test shall be completed on all new systems. Water flow test reports shall be submitted to the Orono Fire Marshal along with plan submittal. 5. Yard or wall post indicator valves are required. All indicating and control values installed shall be provided with tamper protection. On dry systems,the control valve to service the pressure switch (air) shall be supervised. 6. Inspectors test valve shall be installed on each floor level or zone of system. All systems shall have main drain and inspectors test valves piped to the outside. 7. No water is to be introduced into the sprinkler system until main has been thoroughly flushed. 200# air test and flushing shall be witnessed by the City of Orono Water Department. 8. An approved audible/visual device wired to main flow switch shall be installed above F.D. connection and in areas normally occupied by tenants. 9. EXISTING SYSTEMS: If any changes in the hydraulically most demanding area, change in occupancy classification or an addition of 20 or more heads, hydraulic calculations and flow test will be required. 10. The Orono Fire Marshal shall witness all final flow or trip tests. Appointments can be made by calling the Fire Marshall at(952) 473-9701, 8:00-4:00 p.m. Monday-Friday. 24-hours notice is requested. 1 l. When required, (30 foot building height) stairwell standpipe's shall have 2 %2 gate valves installed with 2 'h x 1 '/z caps. AUTOMATIC FIRE SPRINKLER PERMITS Please Check One: � New ❑ Addition ❑ Remodel ❑ Replace Job Site/Owner Information: Site Address: ,2735 �D���. �v�n 'T-i��L � Owner: �'1.�.�• ��S Mailing Address: city: ��� �•v� , N� zip: SS33 0 Home Phone: 7�i 3—?�3��� SO Alternate Phone: Contractor/Applicant Information: Contractor/App.: �QuPA CY1�c�. Contact Person: �ftF}D �uzt?�'Pr Address: I�1$b-►4"1�� C-r � .� . State License #: '►c Ly'� �3� City: C ttl ���1 tc.G Zip: S5'33� Expiration Date: � 2'3� - � � Phone: 7 4�"�`��'s3 k 0 Alternate Phone: TYPES OF FIRE SPRINKL�R PERMITS ❑ Commercial—Fire Sprinkler [17�Residential—Fire Sprinkler Fire Systems Permit Fire Systems Permit * Base Price=Contract Price: $ ��� �n��oo x.0125 =$ /.S'd. 00 (Minimum$50.00) * Surcharge=Contract Price: $ �2� obD,00 x.0005 =$ CP,da * Mail-In Fee(Only On Mail In Applications) _$ .�'00 * Total Cost of Permit: _$ �Jr�o. �a The undersigned herby applies to the City for issuance of a Sprinkler Systems Permit. Applicant agrees that all systems shall be designed, installed and maintained to N.F.P.A.-13,N.F.P.A.-25, Minnesota State Building Code, Minnesota S ire Code and Standards, and certifies that all statements made on this appl' a o ete, tr nd correct. q- il - �s Applicant Date FOR CITY USE ONLY . ��� City of Orono Date Received: Permit# � P.O.Box 66 Amount: $ 2750 Kelley Parkway � � Crystal Bay,M?�J 55323 Approved By: y � (952)249-4600 F �, � Recommends: A roval ❑ Denial ❑ �kESH��� CITY OF ORONO —AUTOMATIC FIRE SPRINKLER/GENERAL PERMIT (All permits must be approved by the E�irc tilarsh;ill and/or Building Official) 1. Permits are required for all fire sprinkler installation and repair. All work shall be done by a licensed fire sprinkler contractor. Two sets of plans, specification data sheets, fire flow tests and hydraulic calculation sheets shall be submitted to the Orono Fire Marshal a r»ini�uu�m of 7 davs bef��re start of ���o rk. 2. Permits can be applied for by mail at PO box 66, Orono, MN, 55323 or in person at, 2750 Kelly Parkway; Phone: (952) 249-4600. Permits are also available online at: www.ci.orono.mn.us 3. All systems shall be designed, installed and maintained to N.F.P.A.-13,N.F.P.A.-25, Minnesota State Building Code, Minnesota State Fire Code and Standards. All attic systems are to be spaced at maximum 130 square foot coverage. Plastic pipe will not be allowed at any time in attic spaces. 4. All equipment installed shall be U.L. or F.M. approved for fire protection service. Water flow test shall be completed on all new systems. Water flow test reports shall be submitted to the Orono Fire Marshal along with plan submittal. 5. Yard or wall post indicator valves are required. All indicating and control values installed shall be provided with tamper protection. On dry systems, the control valve to service the pressure switch (air) shall be supervised. 6. Inspectors test valve shall be installed on each floor level ar zone of system. All systems shall have main drain and inspectors test valves piped to the outside. 7. No water is to be introduced into the sprinkler system until main has been thoroughly flushed. 200# air test and flushing shall be witnessed by the City of Orono Water Department. 8. An approved audible/visual device wired to main flow switch shall be installed above F.D. connection and in areas normally occupied by tenants. 9. EXISTING SYSTEMS: If any changes in the hydraulically most demanding area, change in occupancy classification or an addition of 20 or more heads, hydraulic calculations and flow test will be required. 10. The Orono Fire Marshal shall witness all final flow or trip tests. Appointments can be made by calling the Fire Marshall at (952) 473-9701, 8:00-4:00 p.m. Monday-Friday. 24-hours notice is requested. 11. When required, (30 foot building height) stairwell standpipe's shall have 2 '/z gate valves installed with 2 '/z x 1 Yz caps. , - , . ^� � I hereby certify, that this plan, specification or �� report was prepared by me or under my direct �� supervision and that I am a duly Licensed ��� � p rofessional Engi neer under laws of the State of Minnesota. • = Melisa A. Rodriquez ��� rCo - pY Date .� y�jJ Lic. No. 47116MN y AquaSAFET'" FIRE SAFETY SYSTEM Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : N.I.H. HOMES -One Head Calculation (H.13) Drawing : RESIDENTIAL Location : 2735 DEER RUN TRAIL ORONO MN Remote Area : 1 Contract : 16854F 001 Data File : 16854F 001 2735 Deer Run Trail.wx1 o� -7 3 S �-t-�e�f' �t�t.rt ' / Y�uti.4' � ,,(,�-�',Yu�" Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 �Q�—��l �7 Uponor Page 1 � � N.I.H. HOMES - One Head Calculation (H.13) Date 8/28/2015 HYDRAULIC DESIGN INFORMATION SHEET Name - N.I .H. HO:�ES Date - 8/21/15 Location - ORONO MN � � r� Building - RESIDENTIAL � S�stem No. �= 1' . ' Contractor - GRUPA MECHANICAL Contract�Nf�. = 16854F 001 Calculated By - PATRICK BROWN Drawing No. - F100 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height VARIES 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 - 18 Gpm System Type Listed Pres. at Start Point - 13.5 Psi (X) Wet ( ) Dry D MAXIM[JM LISTED SPACING 18 x 18 O Deluge O PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make LF SENJU SPRINKLER Model RC-RES I Elevation at Highest Outlet - 119 Feet Size 7/16 K-Factor 4. 9 G Note: Temperature Rating 162 N Calculation Gpm Required 18 Psi Required 42.15 At Ref Pt PUMP 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) - 0 Elev. R Residual (Psi) - 0 Other Well Flow (Gpm) - 0 Proof Flow Gpm S Elevation - 100 P Location: x P L Source of Information: CONTRACTOR Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C I . Uponor I • � age 2 N.I.H. HOMES -One Head Calculation (H.13) �ate 8/28/2015 - Demand: - D1 - Elevation ��, : 8.229 D2 - System Flow : 18.004 D2 -System Pressure : 42.151 Hose ( Demand ) � D3 - System Demand : 18.004 Safety Margin � 150 140 130 ' P 120 R 110 E 100 , S 90 S 80 � 70 R 60 E 50 D2 40 , 30 20 10 D1 10 20 30 40 50 60 70 80 90 ' FLOW( N ^ 1.85 ) Computer Programs bv Hydratec Inc. Route 111 Windham N.H. USA 03087 i Fittings Used Summary Uponor Page 3 N.I.H. HOMES -One Head Calculation (H.13) Date 8/28/2015 Fitting Legend Abbrev. Name '/2 '/. 1 1'/4 1'/z 2 2Yz 3 3'/z 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 S 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Utb' Aquapex Tee-Branch 2 17 14 9 12 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Utr° Aquapex Tee-Run 1 2 2 4 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 � , Fl�ow,Summary - NFPA 2007 • Uponor Page 4 N�.I.H. HOMES - One Head Calculation (H.13) Date 8/28I2015 SUPPLY ANAL YSIS Node at Static Residua/ Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure PUMP 0.0 0 0.0 0.0 18.0 42.151 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.13 119.0 4.9 13.5 18.0 T.70 119.0 19.08 T.65 119.0 24.63 T.79 110.0 29.36 T.97 99.0 35.58 S.1 95.0 38.31 PRV 100.0 41.59 PUMP 100.0 42.15 H.7 119.0 15.05 H.8 119.0 15.64 H.16 119.0 17.26 H.15 119.0 18.22 T.71 119.0 19.1 H.20 119.0 21.31 H.19 119.0 21.86 H.18 119.0 23.34 T.72 119.0 24.44 T.68 119.0 25.46 T.84 110.0 29.68 T.99 99.0 35.36 T.98 99.0 35.53 H.10 119.0 24.91 H.11 119.0 25.01 H.6 119.0 25.17 T.63 119.0 25.2 H.3 119.0 25.37 H.1 119.0 25.52 T.61 119.0 25.63 T.74 110.0 29.58 T.91 99.0 34.47 T.92 99.0 34.8 H.49 99.0 34.85 T.94 99.0 34.98 H.53 99.0 35.06 H.56 99.0 35.22 H.14 119.0 25.5 H.22 119.0 25.54 H.21 119.0 25.57 H.17 119.0 25.6 T.69 119.0 25.61 T.67 119.0 25.64 T.66 119.0 25.64 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 ' l , � Uponor Page 5 � � N.I.H. HOMES - One Head Calculation (H.13) Date 8/28/2015 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.82 110.0 29.56 H.36 110.0 29.61 H.42 110.0 29.64 T.89 110.0 29.66 T.88 110.0 29.67 H.44 110.0 29.69 T.90 110.0 29��� T104 99.0 34.51 T100 99.0 34.�8 H.59 99.0 34.81 H.54 99.0 34.89 T.96 99.0 34.91 H.51 99.0 35.0 H.50 99.0 35.1 H.55 99.0 35.18 T.80 110.0 29.4 T.83 110.0 29�49 H.39 110.0 29.54 H.41 110.0 29.58 H.37 110.0 29.62 T.85 110.0 29.67 H.38 110.0 29.6$ T.86 110.0 29.6$ H.43 110.0 29.69 H.45 110.0 29.7 H.34 110.0 29.43 T.77 110.0 29.43 H.31 110.0 29.44 H.30 110.0 29.46 H.29 110.0 29.49 H.23 110.0 29.5 H.24 110.0 29.53 H.25 110.0 29.56 T.75 110.0 29.57 H.12 119.0 25.61 H.5 119.0 25.62 H.4 119.0 25.62 H.2 119.0 25.63 T.62 119.0 25.63 H.9 119.0 25.64 H.35 110.0 29.56 H.32 110.0 29.56 H.27 110.0 29.56 H.28 110.0 29.56 H.33 110.0 29.56 H.26 110.0 29.57 T.76 110.0 29_5� H.40 110.0 29.66 H.46 99.0 34.48 H.47 99.0 34.48 H.48 99.0 34.49 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fl�ow.Summary - NFPA 2007 • Uponor, Page 6 N:I.H. HOMES -One Head Calculation (H.13) Date 8/28/2015 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.52 99.0 34.49 H.57 99.0 34.5 T102 99.0 34.51 T103 99.0 34.51 H.60 99.0 34.51 H.58 99.0 34.51 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ' , � Uponor Page 7 � � N.I.H. HOMES -One Head Calculation (H.13) Date 8/28/2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *"***'`'` Notes '`""** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.13 12.33 0.671 Utb 17.0 1.000 13.500 K Factor=4.90 to 150.0 0.0 17.000 0.0 T.70 12.33 0.3103 0.0 18.000 5.585 Vel = 11.19 T.70 -0.73 0.671 Utr 2.0 18.000 19.085 to 150.0 0.0 2.000 0.0 T.65 11.6 0.2772 0.0 20.000 5.544 Vel = 10.52 T.65 -2.20 0.862 Utr 2.0 13.000 24.629 to 150.0 0.0 2.000 3.898 T.79 9.4 0.0555 0.0 15.000 0.832 Vel = 5.17 T.79 -1.81 0.862 Utb 17.0 25.000 29.359 to 150.0 0.0 14.000 4.764 T.97 7.59 0.0373 0.0 39.000 1.456 Vel = 4.17 T.97 10.41 1.054 Utr 4.0 8.000 35.579 to 150.0 T 2.44 6.440 1.732 S.1 18.0 0.0693 0.0 14.440 1.001 Vel = 6.62 S.1 0.0 1.054 2E 2.44 4.000 38.312 to 150.0 0.0 2.440 2.834 *" Fixed Loss = 5 PRV 18.0 0.0693 0.0 6.440 0.446 Vel = 6.62 PRV 0.0 1.054 E 122 4.000 41.592 to 150.0 T 2.44 4.067 0.0 PUMP 18.0 0.0693 G 0.407 8.067 0.559 Vel = 6.62 0.0 18.00 42.151 K Factor= 2.77 H.13 5.67 0.671 Utr 2.0 19.000 13.500 to 150.0 0.0 2.000 0.0 H.7 5.67 0.0737 0.0 21.000 1.547 Vel = 5.14 H.7 0.0 0.671 Utr 2.0 6.000 15.047 to 150.0 0.0 2.000 0.0 H.8 5.67 0.0738 0.0 8.000 0.590 Vel = 5.14 H.8 0.0 0.671 Utr 2.0 20.000 15.637 to 150.0 0.0 2.000 0.0 H.16 5.67 0.0737 0.0 22.000 1.621 Vel = 5.14 H.16 0.0 0.671 0.0 13.000 17.258 to 150.0 0.0 0.0 0.0 H.15 5.67 0.0737 0.0 13.000 0.958 Vel = 5.14 H.15 0.0 0.671 Utr 2.0 10.000 18.216 to 150.0 0.0 2.000 0.0 T.71 5.67 0.0737 0.0 12.000 0.884 Vel = 5.14 T.71 0.73 0.671 Utb 17.0 5.000 19.100 to 150.0 Utr 2.0 19.000 0.0 H.20 6.4 0.0922 0.0 24.000 2.212 Vel = 5.81 H.20 0.0 0.671 0.0 6.000 21.312 to 150.0 0.0 0.0 0.0 H.19 6.4 0.0922 0.0 6.000 0.553 Vel = 5.81 H.19 0.0 0.671 Utr 2.0 14.000 21.865 to 150.0 0.0 2.000 0.0 H.18 6.4 0.0921 0.0 16.000 _ 1.474 Vel = 5.81 H.18 0.0 0.671 Utr 2.0 10.000 23.339 to 150.0 0.0 2.000 0.0 T.72 6.4 0.0922 0.0 12.000 1.106 Vel = 5.81 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fi�al.Calcuiations - Hazen-Williams • Uponor Page 8 N.I.H. HOMES -One Head Calculation (H.13) Date 8/28/2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *****'`` Notes *****" Point Qt Pf/Ft Eqv. Ln. Total Pf Pn T.72 0.0 0.671 Utr 2.0 9.000 24.445 to 150.0 0.0 2.000 0.0 T.68 6.4 0.0922 0.0 11.000 1.014 Vel = 5.81 T.68 -0.81 0.862 Utr 2.0 13.000 25.459 to 150.0 0.0 2.000 3.898 T.84 5.59 0.0212 0.0 15.000 0.318 Vel = 3.07 T.84 0.79 0.862 Utr 2.0 32.000 29.675 to 150.0 0.0 2.000 4.764 T.99 6.38 0.0271 0.0 34.000 0.920 Vel = 3.51 T.99 1.62 1.054 Utr 4.0 7.000 35.359 to 150.0 0.0 4.000 0.0 T.98 8.0 0.0155 0.0 11.000 0.170 Vel = 2.94 T.98 2.41 1.054 0.0 2.000 35.529 to 150.0 0.0 0.0 0.0 T.97 10.41 0.0250 0.0 2.000 0.050 Vel = 3.83 0.0 10.41 35.579 K Factor= 1 75 T.70 0.73 0.671 Utr 2.0 7.000 19.085 to 150.0 0.0 2.000 0.0 T.71 0.73 0.0017 0.0 9.000 0.015 Vel = 0.66 0.0 0.73 19.100 K Factor= 0 17 T.65 2.20 0.671 Utb 17.0 3.000 24.629 to 150.0 Utr 2.0 19.000 0.0 H.10 2.2 0.0128 0.0 22.000 0.281 Vel = 2.00 H.10 0.0 0.671 0.0 8.000 24.910 to 150.0 0.0 0.0 0.0 H.11 2.2 0.0127 0.0 8.000 0.102 Vel = 2.00 H.11 0.0 0.671 Utr 2.0 10.000 25.012 to 150.0 0.0 2.000 0.0 H.6 2.2 0.0128 0.0 12.000 0.154 Vel = 2 00 H.6 0.0 0.671 Utr 2.0 1.000 25.166 to 150.0 0.0 2.000 0.0 T.63 2.2 0.0127 0.0 3.000 0.038 Vel = 2.00 T.63 0.0 0.671 Utr 2.0 11.000 25.204 to 150.0 0.0 2.000 0.0 H.3 2.2 0.0128 0.0 13.000 0.166 Vel = 2.00 H.3 0.0 0.671 Utr 2.0 10.000 25.370 to 150.0 0.0 2.000 0.0 H.1 2.2 0.0128 0.0 12.000 0.154 Vel = 2.00 H.1 0.0 0.671 Utr 2.0 6.000 25.524 to 150.0 0.0 2.000 0.0 T.61 2.2 0.0127 0.0 8.000 0.102 Vel = 2.00 T.61 -0.25 0.862 Utr 2.0 16.000 25.626 to 150.0 0.0 2.000 3.898 T.74 1.95 0.0030 0.0 18.000 0.054 Vel = 1.07 T.74 0.78 0.862 0.0 22.000 29.578 to 150.0 0.0 0.0 4.764 T.91 2.73 0.0056 0.0 22.000 0.124 Vel = 1.50 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams . Uponor Page 9 � N.I.H. HOMES - One Head Calculation (H.13) Date 8/28/2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *'`""*"'` Notes "'`""** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn T.91 -0.32 0.671 Utr 2.0 3.000 34.466 to 150.0 Utb 17.0 19.000 0.0 T.92 2.41 0.0152 0.0 22.000 0.334 Vel = 2.19 T.92 0.0 0.671 Utr 2.0 1.000 34.800 to 150.0 0.0 2.000 0.0 H.49 2.41 0.0153 0.0 3.000 0.046 Vel = 2.19 H.49 0.0 0.671 Utr 2.0 7.000 34.846 to 150.0 0.0 2.000 0.0 T.94 2.41 0.0151 0.0 9.000 0.136 Vel = 2.19 T.94 0.0 0.671 Utr 2.0 3.000 34.982 to 150.0 0.0 2.000 0.0 H.53 2.41 0.0152 0.0 5.000 0.076 Vel = 2.19 H.53 0.0 0.671 Utr 2.0 9.000 35.058 to 150.0 0.0 2.000 0.0 H.56 2.41 0.0152 0.0 11.000 0.167 Vel = 2.19 _ H.56 0.0 0.671 Utb 17.0 3.000 35.225 to 150.0 0.0 17.000 0.0 T.98 2.41 0.0152 0.0 20.000 0.304 Vel = 2.19 0.0 2.41 35.529 K Factor= 0.40 T.68 0.81 0.671 Utb 17.0 1.000 25.459 to 150.0 Utr 2.0 19.000 0.0 H.14 0.81 0.0020 0.0 20.000 0.040 Vel = 0.73 H.14 0.0 0.671 Utr 2.0 19.000 25.499 to 150.0 0.0 2.000 0.0 H.22 0.81 0.0020 0.0 21.000 0.042 Vel = 0.73 H.22 0.0 0.671 0.0 15.000 25.541 to 150.0 0.0 0.0 0.0 H.21 0.81 0.0020 0.0 15.000 0.030 Vel = 0.73 H.21 0.0 0.671 Utr 2.0 11.000 25.571 to 150.0 0.0 2.000 0.0 H.17 0.81 0.0020 0.0 13.000 0.026 Vel = 0.73 H.17 0.0 0.671 Utr 2.0 4.000 25.597 to 150.0 0.0 2.000 0.0 T.69 0.81 0.0020 0.0 6.000 0.012 Vel = 0.73 T.69 -0.39 0.671 2Utb 34.0 18.000 25.609 to 150.0 0.0 34.000 0.0 T.67 0.42 0.0006 0.0 52.000 0.031 Vel = 0.38 T.67 0.25 0.671 Utr 2.0 1.000 25.640 to 150.0 0.0 2.000 0.0 T.66 0.67 0.0013 0.0 3.000 0.004 Vel = 0.61 T.66 0.39 0.862 0.0 14.000 25.644 to 150.0 0.0 0.0 3.898 T.82 1.06 0.0010 0.0 14.000 0.014 Vel = 0.58 T.82 -0.17 0.671 Utb 17.0 2.000 29.556 to 150.0 Utr 2.0 19.000 0.0 H.36 0.89 0.0024 0.0 21.000 0.050 Vel = 0.81 H.36 0.0 0.671 Utr 2.0 10.000 29.606 to 150.0 0.0 2.000 0.0 H.42 0.89 0.0024 0.0 12.000 0.029 Vel = 0.81 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fanal.Calculations - Hazen-Williams • Uponor Page 10 N.I.H. HOMES - One Head Calculation (H.13) Date 8/28/2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.42 0.0 0.671 Utr 2.0 9.000 29.635 to 150.0 0.0 2.000 0.0 T.89 0.89 0.0024 0.0 11.000 0.026 Vel = 0.81 T.89 -0.15 0.671 Utr 2.0 1.000 29.661 to 150.0 0.0 2.000 0.0 T.88 0.74 0.0017 0.0 3.000 0.005 Vei= 0.67 T.88 0.15 0.671 Utr 2.0 8.000 29.666 to 150.0 0.0 2.000 0.0 H.44 0.89 0.0024 0.0 10.000 0.024 Vel = 0.81 H.44 0.0 0.671 Utr 2.0 7.000 29.690 to 150.0 0.0 2.000 0.0 T.90 0.89 0.0024 0.0 9.000 0.022 Vel = 0.81 T.90 0.41 0.862 0.0 22.962 29.712 to 150.0 0.0 0.0 4.764 T104 1.3 0.0014 0.0 22.962 0.033 Vel = 0.71 T104 0.32 0.671 Utb 17.0 21.000 34.509 to 150.0 0.0 17.000 0.0 T100 1.62 0.0073 0.0 38.000 0.276 Vel = 1.47 T100 0.0 0.671 Utr 2.0 2.000 34.785 to 150.0 0.0 2.000 0.0 H.59 1.62 0.0072 0.0 4.000 0.029 Vel = 1.47 H.59 0.0 0.671 Utr 2.0 8.000 34.814 to 150.0 0.0 2.000 0.0 H.54 1.62 0.0073 0.0 10.000 0.073 Vel = 1 47 H.54 0.0 0.671 Utr 2.0 1.000 34.887 to 150.0 0.0 2.000 0.0 T.96 1.62 0.0073 0.0 3.000 0.022 Vel = 1.47 T.96 0.0 0.671 Utr 2.0 11.000 34.909 to 150.0 0.0 2.000 0.0 H.51 1.62 0.0072 0.0 13.000 0.094 Vel = 1.47 H.51 0.0 0.671 Utr 2.0 11.000 35.003 to 150.0 0.0 2.000 0.0 H.50 1.62 0.0072 0.0 13.000 0.094 Vel = 1 47 H.50 0.0 0.671 Utr 2.0 10.000 35.097 to 150.0 0.0 2.000 0.0 H.55 1.62 0.0073 0.0 12.000 0.088 Vel = 1 47 H.55 0.0 0.671 Utb 17.0 7.000 35.185 to 150.0 0.0 17.000 0.0 T.99 1.62 0.0072 0.0 24.000 0.174 Vel = 1 47 0.0 1.62 35.359 K Factor= 0 27 T.79 1.81 0.862 Utb 17.0 3.000 29.359 to 150.0 0.0 14.000 0.0 T.80 1.81 0.0026 0.0 17.000 0.045 Vel = 1 00 T.80 -0.61 0.671 Utr 2.0 1.000 29.404 to 150.0 Utb 17.0 19.000 0.0 T.83 1.2 0.0042 0.0 20.000 0.084 Vel = 1.09 T.83 0.0 0.671 Utr 2.0 11.000 29.488 to 150.0 0.0 2.000 0.0 H.39 1.2 0.0042 0.0 13.000 0.054 Vel = 1.09 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ` , Uponor Page 11 � N.I.H. HOMES -One Head Calculation (H.13) Date 8/28/2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "*`*`'"` Notes '`**'`*" Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.39 0.0 0.671 0.0 10.000 29.542 to 150.0 0.0 0.0 0.0 H.41 1.2 0.0041 0.0 10.000 0.041 Vel = 1.09 H.41 0.0 0.671 Utr 2.0 6.000 29.583 to 150.0 0.0 2.000 0.0 H.37 1.2 0.0042 0.0 8.000 0.034 Vel = 1.09 H.37 0.0 0.671 Utr 2.0 10.000 29.617 to 150.0 0.0 2.000 0.0 T.85 1.2 0.0042 0.0 12.000 0.050 Vel = 1.09 T.85 -0.79 0.671 Utb 17.0 1.000 29.667 to 150.0 Utr 2.0 19.000 0.0 H.38 0.41 0.0005 0.0 20.000 0.011 Vel = 0.37 H.38 0.0 0.671 Utr 2.0 5.000 29.678 to 150.0 0.0 2.000 0.0 T.86 0.41 0.0006 0.0 7.000 0.004 Vel = 0.37 T.86 0.0 0.671 Utr 2.0 7.000 29.682 to 150.0 0.0 2.000 0.0 H.43 0.41 0.0007 0.0 9.000 0.006 Vel = 0.37 H.43 0.0 0.671 Utr 2.0 17.000 29.688 to 150.0 0.0 2.000 0.0 H.45 0.41 0.0006 0.0 19.000 0.011 Vel = 0.37 H.45 0.0 0.671 Utb 17.0 6.000 29.699 to 150.0 0.0 17.000 0.0 T.90 0.41 0.0006 0.0 23.000 0.013 Vel = 0.37 0.0 0.41 29.712 K Factor= 0.08 T.80 0.61 0.671 Utb 17.0 1.000 29.404 to 150.0 0.0 17.000 0.0 H.34 0.61 0.0012 0.0 18.000 0.022 Vel = 0.55 H.34 0.0 0.671 Utr 2.0 1.000 29.426 to 150.0 0.0 2.000 0.0 T.77 0.61 0.0010 0.0 3.000 0.003 Vel = 0.55 T.77 0.0 0.671 Utr 2.0 4.000 29.429 to 150.0 0.0 2.000 0.0 H.31 0.61 0.0013 0.0 6.000 0.008 Vel = 0.55 H.31 0.0 0.671 Utr 2.0 20.000 29.437 to 150.0 0.0 2.000 0.0 H.30 0.61 0.0012 _0.0 22.000 0.026 Vel = 0.55 H.30 0.0 0.671 Utr 2.0 17.000 29.463 to 150.0 0.0 2.000 0.0 H.29 0.61 0.0012 0.0 19.000 0.023 Vel = 0.55 H.29 0.0 0.671 Utr 2.0 14.000 29.486 to 150.0 0.0 2.000 0.0 H.23 0.61 0.0012 0.0 16.000 0.019 Vel = 0.55 H.23 0.0 0.671 Utr 2.0 17.000 29.505 to 150.0 0.0 2.000 0.0 H.24 0.61 0.0012 0.0 19.000 0.023 Vel = 0.55 H.24 0.0 0.671 Utr 2.0 23.000 29.528 to 150.0 0.0 2.000 0.0 H.25 0.61 0.0012 0.0 25.000 0.030 Vel = 0.55 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Firial�Calcu�lations - Hazen-Williams � Uponor Page 12 N.I.H. HOMES -One Head Calculation (H.13) Date 8/28/2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "****** Notes "**'*'` Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.25 0.0 0.671 Utr 2.0 7.000 29.558 to 150.0 0.0 2.000 0.0 T.75 0.61 0.0012 0.0 9.000 0.011 Vel = 0.55 T.75 0.17 0.862 Utb 17.0 2.000 29.569 to 150.0 0.0 14.000 0.0 T.74 0.78 0.0006 0.0 16.000 0.009 Vel = 0.43 0.0 0.78 29.578 K Factor= 0.14 T.69 0.39 0.671 Utr 2.0 3.000 25.609 to 150.0 0.0 2.000 0.0 H.12 0.39 0.0006 0.0 5.000 0.003 Vel = 0.35 H.12 0.0 0.671 Utr 2.0 11.000 25.612 to 150.0 0.0 2.000 0.0 H.5 0.39 0.0005 0.0 13.000 0.007 Vel = 0.35 H.5 0.0 0.671 Utr 2.0 5.000 25.619 to 150.0 0.0 2.000 0.0 H.4 0.39 0.0004 0.0 7.000 0.003 Vel = 0.35 H.4 0.0 0.671 Utb 17.0 24.000 25.622 to 150.0 0.0 17.000 0.0 T.66 0.39 0.0005 0.0 41.000 0.022 Vel = 0.35 0.0 0.39 25.644 K Factor= 0.08 T.61 0.25 0.671 Utb 17.0 12.000 25.626 to 150.0 Utr 2.0 19.000 0.0 H.2 0.25 0.0002 0.0 31.000 0.007 Vel = 0.23 H.2 0.0 0.671 Utr 2.0 3.000 25.633 to 150.0 0.0 2.000 0.0 T.62 0.25 0.0002 0.0 5.000 0.001 Vel = 0.23 T.62 0.0 0.671 Utr 2.0 18.000 25.634 to 150.0 0.0 2.000 0.0 H.9 0.25 0.0002 0.0 20.000 0.005 Vel = 0.23 H.9 0.0 0.671 Utr 2.0 2.000 25.639 to 150.0 0.0 2.000 0.0 T.67 0.25 0.0002 0.0 4.000 0.001 Vel = 0.23 0.0 0.25 25.640 K Factor= 0.05 T.82 0.17 0.671 Utr 2.0 13.000 29.556 to 150.0 0.0 2.000 0.0 H.35 0.17 0.0001 0.0 15.000 0.001 Vel = 0.15 H.35 0.0 0.671 Utr 2.0 13.000 29.557 to 150.0 0.0 2.000 0.0 H.32 0.17 0.0001 0.0 15.000 0.002 Vel = 0.15 H.32 0.0 0.671 Utr 2.0 13.000 29.559 to 150.0 0.0 2.000 0.0 H.27 0.17 0.0001 0.0 15.000 0.001 Vel = 0.15 H.27 0.0 0.671 Utr 2.0 11.000 29.560 to 150.0 0.0 2.000 0.0 H.28 0.17 0.0002 0.0 13.000 0.002 Vel = 0.15 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams ' , � Uponor Page 13 � N.I.H. HOMES -One Head Calculation (H.13) Date 8/28/2015 � Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "*""*** Notes '"""'*" Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.28 0.0 0.671 0.0 20.000 29.562 to 150.0 0.0 0.0 0.0 H.33 0.17 0.0001 0.0 20.000 0.002 Vel = 0.15 H.33 0.0 0.671 Utr 2.0 13.000 29.564 to 150.0 0.0 2.000 0.0 H.26 0.17 0.0001 0.0 15.000 0.002 Vel = 0.15 H.26 0.0 0.671 Utr 2.0 6.000 29.566 to 150.0 0.0 2.000 0.0 T.76 0.17 0.0001 0.0 8.000 0.001 Vel = 0.15 T.76 0.0 0.671 Utr 2.0 4.000 29.567 to 150.0 Utb 17.0 19.000 0.0 T.75 0.17 0.0001 0.0 23.000 0.002 Vel = 0.15 0.0 p,�7 29.569 K Factor= 0.03 T.89 0.15 0.671 Utb 17.0 12.000 29.661 to 150.0 0.0 17.000 0.0 H.40 0.15 0.0001 0.0 29.000 0.003 Vel = 0.14 H.40 0.0 0.671 Utb 17.0 11.000 29.664 to 150.0 Utr 2.0 19.000 0.0 T.88 0.15 0.0001 0.0 30.000 0.002 Vel = 0.14 0.0 0.15 29.666 K Factor= 0.03 T.85 0.79 0.862 Utb 17.0 1.000 29.667 to 150.0 0.0 14.000 0.0 T.84 0.79 0.0005 0.0 15.000 0.008 Vel = 0.43 0.0 0.7g 29.675 K Factor= 0.15 T.91 0.32 0.671 Utb 17.0 6.000 34.466 to 150.0 Utr 2.0 19.000 0.0 H.46 0.32 0.0004 0.0 25.000 0.009 Vel = 0.29 H.46 0.0 0.671 Utr 2.0 19.000 34.475 to 150.0 0.0 2.000 0.0 H.47 0.32 0.0003 0.0 21.000 0.007 Vel = 0.29 H.47 0.0 0.671 Utr 2.0 20.000 34.482 to 150.0 0.0 2.000 0.0 H.48 0.32 0.0004 0.0 22.000 0.008 Vel = 0.29 H.48 0.0 0.671 Utr 2.0 11.000 34.490 to 150.0 0.0 2.000 0.0 H.52 0.32 0.0003 0.0 13.000 0.004 Vel = 0.29 H.52 0.0 0.671 Utr 2.0 17.000 34.494 to 150.0 0.0 2.000 0.0 H.57 0.32 0.0004 0.0 19.000 0.007 Vel = 0.29 H.57 0.0 0.671 Utr 2.0 9.000 34.501 to 150.0 0.0 2.000 0.0 T102 0.32 0.0004 0.0 11.000 0.004 Vel = 0.29 T102 -0.06 0.671 Utr 2.0 1.000 34.505 to 150.0 0.0 2.000 0.0 T103 0.26 0.0003 0.0 3.000 0.001 Vel = 0.24 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Finaf ralculations - Hazen-Williams � U.ponor Page 14 N.I.H. HOMES -One Head Calculation (H.13) Date 8/28/2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ****""* Notes "**'`'`* Point Qt Pf/Ft Eqv. Ln. Total Pf Pn T103 0.06 0.671 Utr 2.0 4.000 34.506 to 150.0 0.0 2.000 0.0 H.60 0.32 0.0003 0.0 6.000 0.002 Vel = 0.29 H.60 0.0 0.671 Utr 2.0 2.000 34.508 to 150.0 0.0 2.000 0.0 T104 0.32 0.0002 0.0 4.000 0.001 Vel = 0.29 0.0 0.32 34.509 K Factor= 0.05 T102 0.06 0.671 Utb 17.0 7.000 34.505 to 150.0 0.0 17.000 0.0 H.58 0.06 0.0 0.0 24.000 0.0 Vel = 0.05 H.58 0.0 0.671 Utb 17.0 6.000 34.505 to 150.0 Utr 2.0 19.000 0.0 T103 0.06 0.0 0.0 25.000 0.001 Vel = 0.05 0.0 0.06 34.506 K Factor= 0.01 f'.mm�iifcr Prnnr�me hv I-Jvliro#cr Inr Rni�4o 919 1A/inllhom AI I-I 1 ICA n�n4� • I hereby certify, that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under laws of the State of Minnesota. Melisa A. Rodri uez � ■ � �� Date �/y�s Lic. No. 47116MN ��� �� _ � '��� ,�� � AquaSAFET'" FIRE SAFETY SYSTEM Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : N.I.H. HOMES -Two Head Calculation (H.16 & H.15) Drawing : RESIDENTIAL Location : 2735 DEER RUN TRAIL ORONO MN Remote Area : 1 Contract : 16854F 001 Data File : 16854F 001 2735 Deer Run Trail.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Page 1 t N.I.H. HOMES -Two Head Calculation (H.16 & H.15) Date 8/28/2015 HYDRAULIC DESIGN INFORMATION SHEET Name - N.I.H. HOMES Date - 8/21/15 Location - ORONO MN Building - RESIDENTIAL System No. - 1 Contractor - GRUPA MECHANICAL Contract No. - 16;�.54F 001; � Calculated By - PATRICK BROWN Drawing �o ,-��100 � -k„-'' ' :��; Construction: (X) Combustible O Non-Combustible Cea� c} �le�e}� VA�+�E� �� OCCOPANCY - RESIDENTIAL �r � 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 .09 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make LF SENJI7 SPRINKLER Model RC-RES I Elevation at Highest Outlet - 119 Feet Size 7/16 K-Factor 4 .9 G Note: Temperature Rating 162 N Calculation Gpm Required 26. 6921 Psi Required 50.08 At Ref Pt PUMP 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) - 0 Elev. R Residual (Psi) - 0 Other Well Flow (Gpm) - 0 Proof Flow Gpm S Elevation - 100 P Location: x P L Source of Information: CONTRACTOR Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C . Uponor Page 2 � ' N.I.H. HOMES -Two Head Calculation (H.16 & H.15) Date 8/28/2015 . Demand: - D1 - Elevation : 8.229 D2 - System Flow : 26.642 D2 - System Pressure : 50.075 Hose ( Demand ) � D3 -System Demand : 26.642 Safety Margin � 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 D2 E 50 40 30 20 10 D1 10 20 30 40 50 60 70 80 90 FLOW( N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Uponor Page 3 N.I.H. HOMES -Two Head Calculation (H.16 & H.15) Date 8/28/2015 Fitting Legend Abbrev. Name 'h '/4 1 1'/4 1Yz 2 2Yz 3 3'/z 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 Utb* Aquapex Tee-Branch 2 17 14 9 12 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Utr' Aquapex Tee-Run 1 2 2 4 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 F{�ow.Summary - NFPA 2007 � Uponor Page 4 N.I.H. HOMES -Two Head Calculation (H.16 & H.15) Date 8/28/2015 SUPPL Y ANAL YSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure PUMP 0.0 0 0.0 0.0 26.64 50.075 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.16 119.0 4.9 7.04 13.0 H.8 119.0 10.23 H.7 119.0 11.39 H.13 119.0 14.44 T.70 119.0 17.05 T.65 119.0 28.08 T.79 110.0 33.64 T.97 99.0 41.37 S.1 95.0 45.17 PRV 100.0 48.g2 PUMP 100.0 50.08 H.15 119.0 4.9 7.75 13.64 T.71 119.0 15.6 H.20 119.0 20.48 H.19 119.0 21.7 H.18 119.0 24.95 T.72 119.0 27.39 T.68 119.0 2g.62 T.84 110.0 34.22 T.99 99.0 40.91 T.98 99.0 41.26 H.10 119.0 28.63 H.11 119.0 28.84 H.6 119.0 29.14 T.63 119.0 29.21 H.3 119.0 29.54 H.1 119.0 2g.g4 T.61 119.0 30.04 T.74 110.0 34.05 T.91 99.0 39.06 T.92 99.0 39.76 H.49 99.0 39.85 T.94 99.0 40.13 H.53 99.0 40.29 H.56 99.0 40.64 H.14 119.0 29.72 H.22 119.0 2g.g2 H.21 119.0 2g.8g H.17 119.0 2g.g6 T.69 119.0 2g.gg T.67 119.0 30.06 T.66 119.0 30.07 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 � . , � Uponor Page 5 � N.I.H. HOMES -Two Head Calculation (H.16 & H.15) Date 8/28/2015 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.82 110.0 33.99 H.36 110.0 34.1 H.42 110.0 34.15 T.89 110.0 34.21 T.88 110.0 34.22 H.44 110.0 34.27 T.90 110.0 34.31 T104 99.0 39.14 T100 99.0 39.�2 H.59 99.0 39.78 H.54 99.0 39.93 T.96 99.0 39.97 H.51 99.0 40.17 H.50 99.0 40.36 H.55 99.0 40.55 T.80 110.0 33.72 T.83 110.0 33.88 H.39 110.0 33.97 H.41 110.0 34.05 H.37 110.0 34.11 T.85 110.0 34.2 H.38 110.0 34.23 T.86 110.0 34.24 H.43 110.0 34.25 H.45 110.0 34.2$ H.34 110.0 33.76 T.77 110.0 33.77 H.31 110.0 33.78 H.30 110.0 33.83 H.29 110.0 33.88 H.23 110.0 33.91 H.24 110.0 33.95 H.25 110.0 34.01 T.75 110.0 34.03 H.12 119.0 29-99 H.5 119.0 30.01 H.4 119.0 30.02 H.2 119.0 30.05 T.62 119.0 30.05 H.9 119.0 30.06 H.35 110.0 34.0 H.32 110.0 34.0 H.27 110.0 34.01 H.28 110.0 34.01 H.33 110.0 34.02 H.26 110.0 34.02 T.76 110.0 34.02 H.40 110.0 34.21 H.46 99.0 39.08 H.47 99.0 39.1 H.48 99.0 39.11 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 FIow�Summary - NFPA 2007 � Uponor Page 6 N.I.H. HOMES -Two Head Calculation (H.16 & H.15) Date 8/28/2015 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.52 99.0 39.12 H.57 99.0 39.13 T102 99.0 39.14 T103 99.0 39.14 H.60 99.0 39.14 H.58 99.0 39.14 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams � ' p Pa e 7 ' ' N.I H�HOMES -Two Head Calculation (H.16 & H.15) Da e 8/28/2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv **"'`''*" Notes ""'`**" Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.16 8.18 0.671 Utr 2.0 20.000 7.040 K Factor= 4.90 to 150.0 0.0 2.000 0.0 H.8 8.18 0.1451 0.0 22.000 3.192 Vel = 7.42 H.8 0.0 0.671 Utr 2.0 6.000 10.232 to 150.0 0.0 2.000 0.0 H.7 8.18 0.1451 0.0 8.000 1.161 Vel = 7.42 H.7 0.0 0.671 Utr 2.0 19.000 11.393 to 150.0 0.0 2.000 0.0 H.13 8.18 0.1451 0.0 21.000 3.048 Vel = 7.42 H.13 0.0 0.671 Utb 17.0 1.000 14.441 to 150.0 0.0 17.000 0.0 T.70 8.18 0.1451 0.0 18.000 2.612 Vel = 7.42 T.70 8.65 0.671 Utr 2.0 18.000 17.053 to 150.0 0.0 2.000 0.0 T.65 16.83 0.5514 0.0 20.000 11.029 Vel = 15.27 T.65 -3.17 0.862 Utr 2.0 13.000 28.082 to 150.0 0.0 2.000 3.898 T.79 13.66 0.1107 0.0 15.000 1.661 Vel = 7.51 T.79 -2.51 0.862 Utb 17.0 25.000 33.641 to 150.0 0.0 14.000 4.764 T.97 11.15 0.0760 0.0 39.000 2.963 Vel = 6.13 _ T.97 15.49 1.054 Utr 4.0 8.000 41.368 to 150.0 T 2.44 6.440 1.732 S.1 26.64 0.1431 0.0 14.440 2.066 Vel = 9.80 S.1 0.0 1.054 2E 2.44 4.000 45.166 to 150.0 0.0 2.440 2.834 *'` Fixed Loss= 5 PRV 26.64 0.1430 0.0 6.440 0.921 Vel = 9.80 PRV 0.0 1.054 E 1.22 4.000 48.921 to 150.0 T 2.44 4.067 0.0 PUMP 26.64 0.1431 G 0.407 8.067 1.154 Vel = 9.80 0.0 26.64 50.075 K Factor= 3.76 H.16 4.82 0.671 0.0 13.000 7.040 to 150.0 0.0 0.0 0.0 H.15 4.82 0.0546 0.0 13.000 0.710 Vel = 4.37 H.15 13.64 0.671 Utr 2.0 10.000 7.750 K Factor= 4.90 to 150.0 0.0 2.000 0.0 T.71 18.46 0.6545 0.0 12.000 7.854 Vel = 16.75 T.71 -8.65 0.671 Utb 17.0 5.000 15.604 to 150.0 Utr 2.0 19.000 0.0 H.20 9.81 0.2032 0.0 24.000 4.877 Vel = 8.90 H.20 0.0 0.671 0.0 6.000 20.481 to 150.0 0.0 0.0 0.0 H.19 9.81 0.2032 0.0 6.000 1.219 Vel = 8.90 H.19 0.0 0.671 Utr 2.0 14.000 21.700 to 150.0 0.0 2.000 0.0 H.18 9.81 0.2032 0.0 16.000 3.251 Vel = 8.90 H.18 0.0 0.671 Utr 2.0 10.000 24.951 to 150.0 0.0 2.000 0.0 T.72 9.81 0.2033 0.0 12.000 2.439 Vel = 8.90 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final.Calculations - Hazen-Williams � Uponor Page 8 N.I.H. HOMES -Two Head Calculation (H.16 & H.15) Date 8/28/2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv **"**** Notes *"'*** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn T.72 0.0 0.671 Utr 2.0 9.000 27.390 to 150.0 0.0 2.000 0.0 T.68 9.81 02032 0.0 11.000 2.235 Vel = 8.90 T.68 -1.29 0.862 Utr 2.0 13.000 29.625 to 150.0 0.0 2.000 3.898 T.84 8.52 0.0461 0.0 15.000 0.692 Vel = 4.68 T.84 1.00 0.862 Utr 2.0 32.000 34.215 to 150.0 0.0 2.000 4.764 T.99 9.52 0.0567 0.0 34.000 1.928 Vel = 5.23 T.99 2.40 1.054 Utr 4.0 7.000 40.907 to 150.0 0.0 4.000 0.0 T.98 11.92 0.0324 0.0 11.000 0.356 Vel = 4.38 T.98 3.58 1.054 0.0 2.000 41.263 to 150.0 0.0 0.0 0.0 T.97 15.5 0.0525 0.0 2.000 0.105 Vel = 5.70 0.0 15.50 41.368 K Factor= 2.41 T.71 8.65 0.671 Utr 2.0 7.000 15.604 to 150.0 0.0 2.000 0.0 T.70 8.65 0.1610 0.0 9.000 1.449 Vel = 7.85 0.0 8.65 17.053 K Factor= 2.09 T.65 3.17 0.671 Utb 17.0 3.000 28.082 to 150.0 Utr 2.0 19.000 0.0 H.10 3.17 0.0251 0.0 22.000 0.552 Vel = 2.88 H.10 0.0 0.671 0.0 8.000 28.634 to 150.0 0.0 0.0 0.0 H.11 3.17 0.0251 0.0 8.000 0.201 Vel = 2.88 H.11 0.0 0.671 Utr 2.0 10.000 28.835 to 150.0 0.0 2.000 0.0 H.6 3.17 0.0251 0.0 12.000 0.301 Vel = 2.88 H.6 0.0 0.671 Utr 2.0 1.000 29.136 to 150.0 0.0 2.000 0.0 T.63 3.17 0.0250 0.0 3.000 0.075 Vel = 2.88 T.63 0.0 0.671 Utr 2.0 11.000 29.211 to 150.0 0.0 2.000 0.0 H.3 3.17 0.0251 0.0 13.000 0.326 Vel = 2.88 H.3 0.0 0.671 Utr 2.0 10.000 29.537 to 150.0 0.0 2.000 0.0 H.1 3.17 0.0251 0.0 12.000 0.301 Vel = 2.88 H.1 0.0 0.671 Utr 2.0 6.000 29.838 to 150.0 0.0 2.000 0.0 T.61 3.17 0.0251 0.0 8.000 0.201 Vel = 2.88 T.61 -0.30 0.862 Utr 2.0 16.000 30.039 to 150.0 0.0 2.000 3.898 T.74 2.87 0.0062 0.0 18.000 0.111 Vel = 1.58 T.74 1.14 0.862 0.0 22.000 34.048 to 150.0 0.0 0.0 4.764 T.91 4.01 0.0115 0.0 22.000 0253 Vel = 2.20 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams � Uponor Page 9 N.I.H. HOMES -Two Head Calculation (H.16 & H.15) Date 8/28/2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *'`'`'""* Notes "***** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn T.91 -0.43 0.671 Utr 2.0 3.000 39.065 to 150.0 Utb 17.0 19.000 0.0 T.92 3.58 0.0314 0.0 22.000 0.691 Vel = 3.25 T.92 0.0 0.671 Utr 2.0 1.000 39.756 to 150.0 0.0 2.000 0.0 H.49 3.58 0.0313 0.0 3.000 0.094 Vel = 3.25 H.49 0.0 0.671 Utr 2.0 7.000 39.850 to 150.0 0.0 2.000 0.0 T.94 3.58 0.0313 0.0 9.000 0.282 Vel = 3.25 T.94 0.0 0.671 Utr 2.0 3.000 40.132 to 150.0 0.0 2.000 0.0 H.53 3.58 0.0314 0.0 5.000 0.157 Vel = 3.25 H.53 0.0 0.671 Utr 2.0 9.000 40.289 to 150.0 0.0 2.000 0.0 H.56 3.58 0.0315 0.0 11.000 0.346 Vel = 3.25 H.56 0.0 0.671 Utb 17.0 3.000 40.635 to 150.0 0.0 17.000 0.0 T.98 3.58 0.0314 0.0 20.000 0.628 Vel = 3.25 0.0 3.58 41.263 K Factor= 0.56 T.68 1.29 0.671 Utb 17.0 1.000 29.625 to 150.0 Utr 2.0 19.000 0.0 H.14 1.29 0.0048 0.0 20.000 0.096 Vel = 1.17 H.14 0.0 0.671 Utr 2.0 19.000 29.721 to 150.0 0.0 2.000 0.0 H.22 1.29 0.0048 0.0 21.000 0.100 Vel = 1.17 H.22 0.0 0.671 0.0 15.000 29.821 to 150.0 0.0 0.0 0.0 H.21 1.29 0.0048 0.0 15.000 0.072 Vel = 1.17 H.21 0.0 0.671 Utr 2.0 11.000 29.893 to 150.0 0.0 2.000 0.0 H.17 1.29 0.0048 0.0 13.000 0.063 Vel = 1.17 H.17 0.0 0.671 Utr 2.0 4.000 29.956 to 150.0 0.0 2.000 0.0 T.69 1.29 0.0047 0.0 6.000 0.028 Vel = 1.17 T.69 -0.62 0.671 2Utb 34.0 18.000 29.984 to 150.0 0.0 34.000 0.0 T.67 0.67 0.0014 0.0 52.000 0.074 Vel = 0.61 T.67 0.30 0.671 Utr 2.0 1.000 30.058 to 150.0 0.0 2.000 0.0 T.66 0.97 0.0027 0.0 3.000 0.008 Vel = 0.88 T.66 0.62 0.862 0.0 14.000 30.066 to 150.0 0.0 0.0 3.898 T.82 1.59 0.0021 0.0 14.000 0.029 Vel = 0.87 T.82 -0.29 0.671 Utb 17.0 2.000 33.993 to 150.0 Utr 2.0 19.000 0.0 H.36 1.3 0.0049 0.0 21.000 0.102 Vel = 1.18 H.36 0.0 0.671 Utr 2.0 10.000 34.095 to 150.0 0.0 2.000 0.0 H.42 1.3 0.0049 0.0 12.000 0.059 Vel = 1.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final,Calculations - Hazen-Williams ' Uponor Page 10 N.I.H. HOMES -Two Head Calculation (H.16 & H.15) Date 8/28/2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv **"**** Notes *****'` Peint Qt Pf/Ft Eqv. Ln. Total Pf Pn H.42 0.0 0.671 Utr 2.0 9.000 34.154 to 150.0 0.0 2.000 0.0 T.89 1.3 0.0048 0.0 11.000 0.053 Vel = 1.18 T.89 -0.21 0.671 Utr 2.0 1.000 34.207 to 150.0 0.0 2.000 0.0 T.88 1.09 0.0037 0.0 3.000 0.011 Vel = 0.99 T.88 0.21 0.671 Utr 2.0 8.000 34.218 to 150.0 0.0 2.000 0.0 H.44 1.3 0.0048 0.0 10.000 0.048 Vel = 1.18 H.44 0.0 0.671 Utr 2.0 7.000 34.266 to 150.0 0.0 2.000 0.0 T.90 1.3 0.0049 0.0 9.000 0.044 Vel = 1.18 T.90 0.67 0.862 0.0 22.962 34.310 to 150.0 0.0 0.0 4.764 T104 1.97 0.0030 0.0 22.962 0.070 Vel = 1.08 T104 0.43 0.671 Utb 17.0 21.000 39.144 to 150.0 0.0 17.000 0.0 T100 2.4 0.0151 0.0 38.000 0.573 Vel = 2.18 T100 0.0 0.671 Utr 2.0 2.000 39.717 to 150.0 0.0 2.000 0.0 H.59 2.4 0.0150 0.0 4.000 0.060 Vel = 2.18 H.59 0.0 0.671 Utr 2.0 8.000 39.777 to 150.0 0.0 2.000 0.0 H.54 2.4 0.0151 0.0 10.000 0.151 Vel = 2.18 H.54 0.0 0.671 Utr 2.0 1.000 39.928 to 150.0 0.0 2.000 0.0 T.96 2.4 0.0150 0.0 3.000 0.045 Vel = 2.18 T.96 0.0 0.671 Utr 2.0 11.000 39.973 to 150.0 0.0 2.000 0.0 H.51 2.4 0.0151 0.0 13.000 0.196 Vel = 2.18 H.51 0.0 0.671 Utr 2.0 11.000 40.169 to 150.0 0.0 2.000 0.0 H.50 2.4 0.0151 0.0 13.000 0.196 Vel = 2.18 H.50 0.0 0.671 Utr 2.0 10.000 40.365 to 150.0 0.0 2.000 0.0 H.55 2.4 0.0151 0.0 12.000 0.181 Vel = 2.18 H.55 0.0 0.671 Utb 17.0 7.000 40.546 to 150.0 0.0 17.000 0.0 T.99 2.4 0.0150 0.0 24.000 0.361 Vel = 2.18 0.0 2.40 40.907 K Factor= 0.38 T.79 2.52 0.862 Utb 17.0 3.000 33.641 to 150.0 0.0 14.000 0.0 T.80 2.52 0.0049 0.0 17.000 0.083 Vel = 1.39 T.80 -0.86 0.671 Utr 2.0 1.000 33.724 to 150.0 Utb 17.0 19.000 0.0 T.83 1.66 0.0076 0.0 20.000 0.152 Vel = 1.51 T.83 0.0 0.671 Utr 2.0 11.000 33.876 to 150.0 0.0 2.000 0.0 H.39 1.66 0.0075 0.0 13.000 0.098 Vei = 1.51 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams � , p Pa e 11 N.I H�HOMES -Two Head Calculation (H.16 & H.15) Da e 8/28/2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv **'""""` Notes **"'"`'' Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.39 0.0 0.671 0.0 10.000 33.974 to 150.0 0.0 0.0 0.0 H.41 1.66 0.0076 0.0 10.000 0.076 Vel = 1.51 H.41 0.0 0.671 Utr 2.0 6.000 34.050 to 150.0 0.0 2.000 0.0 H.37 1.66 0.0076 0.0 8.000 0.061 Vel = 1.51 H.37 0.0 0.671 Utr 2.0 10.000 34.111 to 150.0 0.0 2.000 0.0 T.85 1.66 0.0076 0.0 12.000 0.091 Vel = 1.51 T.85 -1.00 0.671 Utb 17.0 1.000 34.202 to 150.0 Utr 2.0 19.000 0.0 H.38 0.66 0.0014 0.0 20.000 0.028 Vel = 0.60 H.38 0.0 0.671 Utr 2.0 5.000 34.230 to 150.0 0.0 2.000 0.0 T.86 0.66 0.0014 0.0 7.000 0.010 Vel = 0.60 T.86 0.0 0.671 Utr 2.0 7.000 34.240 to 150.0 0.0 2.000 0.0 H.43 0.66 0.0013 0.0 9.000 0.012 Vel = 0.60 H.43 0.0 0.671 Utr 2.0 17.000 34.252 to 150.0 0.0 2.000 0.0 H.45 0.66 0.0014 0.0 19.000 0.026 Vel = 0.60 H.45 0.0 0.671 Utb 17.0 6.000 34.278 to 150.0 0.0 17.000 0.0 T.90 0.66 0.0014 0.0 23.000 0.032 Vel = 0.60 0.0 0.66 34.310 K Factor= 0.11 T.80 0.86 0.671 Utb 17.0 1.000 33.724 to 150.0 0.0 17.000 0.0 H.34 0.86 0.0022 0.0 18.000 0.040 Vel = 0.78 H.34 0.0 0.671 Utr 2.0 1.000 33.764 to 150.0 0.0 2.000 0.0 T.77 0.86 0.0020 0.0 3.000 0.006 Vel = 0.78 T.77 0.0 0.671 Utr 2.0 4.000 33.770 to 150.0 0.0 2.000 0.0 H.31 0.86 0.0023 0.0 6.000 0.014 Vel = 0.78 H.31 0.0 0.671 Utr 2.0 20.000 33.784 to 150.0 0.0 2.000 0.0 H.30 0.86 0.0022 0.0 22.000 0.049 Vel = 0.78 H.30 0.0 0.671 Utr 2.0 17.000 33.833 to 150.0 0.0 2.000 0.0 H.29 0.86 0.0023 0.0 19.000 0.043 Vel = 0.78 H.29 0.0 0.671 Utr 2.0 14.000 33.876 to 150.0 0.0 2.000 0.0 H.23 0.86 0.0022 0.0 16.000 0.035 Vel = 0.78 H.23 0.0 0.671 Utr 2.0 17.000 33.911 to 150.0 0.0 2.000 0.0 H.24 0.86 0.0023 0.0 19.000 0.043 Vel = 0.78 H.24 0.0 0.671 Utr 2.0 23.000 33.954 to 150.0 0.0 2.000 0.0 H.25 0.86 0.0022 0.0 25.000 0.056 Vel = 0.78 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fsnal��;alculations - Hazen-Williams � Uponor Page 12 N.I.H. HOMES -Two Head Calculation (H.16 & H.15) Date 8/28/2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "'***** Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.25 0.0 0.671 Utr 2.0 7.000 34.010 to 150.0 0.0 2.000 0.0 T.75 0.86 0.0022 0.0 9.000 0.020 Vel = 0.78 T.75 0.28 0.862 Utb 17.0 2.000 34.030 to 150.0 0.0 14.000 0.0 T.74 1.14 0.0011 0.0 16.000 0.018 Vel = 0.63 0.0 1.14 34.048 K Factor= 0.20 T.69 0.62 0.671 Utr 2.0 3.000 29.984 to 150.0 0.0 2.000 0.0 H.12 0.62 0.0012 0.0 5.000 0.006 Vel = 0 56 H.12 0.0 0.671 Utr 2.0 11.000 29.990 to 150.0 0.0 2.000 0.0 H.5 0.62 0.0013 0.0 13.000 0.017 Vel = 0.56 H.5 0.0 0.671 Utr 2.0 5.000 30.007 to 150.0 0.0 2.000 0.0 H.4 0.62 0.0011 0.0 7.000 0.008 Vel = 0.56 H.4 0.0 0.671 Utb 17.0 24.000 30.015 to 150.0 0.0 17.000 0.0 T.66 0.62 0.0012 0.0 41.000 0.051 Vel = 0.56 0.0 0.62 30.066 K Factor= 0.11 T.61 0.30 0.671 Utb 17.0 12.000 30.039 to 150.0 Utr 2.0 19.000 0.0 H.2 0.3 0.0003 0.0 31.000 0.010 Vel = 0.27 H.2 0.0 0.671 Utr 2.0 3.000 30.049 to 150.0 0.0 2.000 0.0 T.62 0.3 0.0002 0.0 5.000 0.001 Vel = 0.27 T.62 0.0 0.671 Utr 2.0 18.000 30.050 to 150.0 0.0 2.000 0.0 H.9 0.3 0.0004 0.0 20.000 0.007 Vel = 0.27 H.9 0.0 0.671 Utr 2.0 2.000 30.057 to 150.0 0.0 2.000 0.0 T.67 0.3 0.0002 0.0 4.000 0.001 Vel = 0.27 0.0 0.30 30.058 K Factor= 0.05 T.82 0.29 0.671 Utr 2.0 13.000 33.993 to 150.0 0.0 2.000 0.0 H.35 0.29 0.0003 0.0 15.000 0.005 Vel = 0.26 H.35 0.0 0.671 Utr 2.0 13.000 33.998 to 150.0 0.0 2.000 0.0 H.32 0.29 0.0003 0.0 15.000 0.004 Vel = 0.26 H.32 0.0 0.671 Utr 2.0 13.000 34.002 to 150.0 0.0 2.000 0.0 H.27 0.29 0.0003 0.0 15.000 0.005 Vel = 0.26 H.27 0.0 0.671 Utr 2.0 11.000 34.007 to 150.0 0.0 2.000 0.0 H.28 0.29 0.0002 0.0 13.000 0.003 Vel = 0.26 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams � � , � Uponor Page 13 , N.I.H. HOMES -Two Head Calculation (H.16 & H.15) Date 8/28/2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv '`'`'`"`"" Notes '"`*"''* Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.28 0.0 0.671 0.0 20.000 34.010 to 150.0 0.0 0.0 0.0 H.33 0.29 0.0003 0.0 20.000 0.006 Vel = 0.26 H.33 0.0 0.671 Utr 2.0 13.000 34.016 to 150.0 0.0 2.000 0.0 H.26 0.29 0.0003 0.0 15.000 0.005 Vel = 0.26 H.26 0.0 0.671 Utr 2.0 6.000 34.021 to 150.0 0.0 2.000 0.0 T.76 0.29 0.0002 0.0 8.000 _ 0.002 Vel = 0.26 T.76 0.0 0.671 Utr 2.0 4.000 34.023 to 150.0 Utb 17.0 19.000 0.0 T.75 0.29 0.0003 0.0 23.000 0.007 Vel = 0.26 0.0 0.29 34.030 K Factor= 0.05 T.85 1.00 0.862 Utb 17.0 1.000 34.202 to 150.0 0.0 14.000 0.0 T.84 1.0 0.0009 0.0 15.000 0.013 Vel = 0.55 0.0 1.00 34.215 K Factor= 0.17 T.89 0.22 0.671 Utb 17.0 12.000 34.207 to 150.0 0.0 17.000 0.0 H.40 0.22 0.0002 0.0 29.000 0.005 Vel = 0.20 H.40 0.0 0.671 Utb 17.0 11.000 34.212 to 150.0 Utr 2.0 19.000 0.0 T.88 0.22 0.0002 0.0 30.000 0.006 Vel = 0.20 0.0 p.22 34.218 K Factor= 0.04 T.91 0.44 0.671 Utb 17.0 6.000 39.065 to 150.0 Utr 2.0 19.000 0.0 H.46 0.44 0.0006 0.0 25.000 0.016 Vel = 0.40 H.46 0.0 0.671 Utr 2.0 19.000 39.081 to 150.0 0.0 2.000 0.0 H.47 0.44 0.0007 0.0 21.000 0.014 Vel = 0.40 H.47 0.0 0.671 Utr 2.0 20.000 39.095 to 150.0 0.0 2.000 0.0 H.48 0.44 0.0006 0.0 22.000 0.014 Vel = 0.40 H.48 0.0 0.671 Utr 2.0 11.000 39.109 to 150.0 0.0 2.000 0.0 H.52 0.44 0.0006 0.0 13.000 0.008 Vel = 0.40 H.52 0.0 0.671 Utr 2.0 17.000 39.117 to 150.0 0.0 2.000 0.0 H.57 0.44 0.0007 0.0 19.000 0.013 Vel = 0.40 H.57 0.0 0.671 Utr 2.0 9.000 39.130 to 150.0 0.0 2.000 0.0 T102 0.44 0.0006 0.0 11.000 0.007 Vel = 0.40 T102 -0.08 0.671 Utr 2.0 1.000 39.137 to 150.0 0.0 2.000 0.0 T103 0.36 0.0003 0.0 3.000 0.001 Vel = 0.33 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Ftinal•�alculations - Hazen-Williams � Uponor Page 14 N.I.H. HOMES -Two Head Calculation (H.16 & H.15) Date 8/28/2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes *'`""`* Point Qt Pf/Ft Eqv. Ln. Total Pf Pn T103 0.08 0.671 Utr 2.0 4.000 39.138 to 150.0 0.0 2.000 0.0 H.60 0.44 0.0007 0.0 6.000 0.004 Vel = 0.40 H.60 0.0 0.671 Utr 2.0 2.000 39.142 to 150.0 0.0 2.000 0.0 T104 0.44 0.0005 0.0 4.000 0.002 Vel = 0.40 0.0 0.44 39.144 K Factor= 0.07 T102 0.08 0.671 Utb 17.0 7.000 39.137 to 150.0 0.0 17.000 0.0 H.58 0.08 0.0 0.0 24.000 0.0 Vel = 0.07 H.58 0.0 0.671 Utb 17.0 6.000 39.137 to 150.0 Utr 2.0 19.000 0.0 T103 0.08 0.0 0.0 25.000 0.001 Vel = 0.07 0.0 0.08 39.138 K Factor= 0.01 Computer Programs by Hydratec Inc. Route 111 Windham N.H. 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