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HomeMy WebLinkAbout2016-00458 - backflow device . CITY OF ORONO * Z 0 1 6 - DJ 0 4 5 8 * , 2750 KELLEY PARKWAY DATE ISSUED: OS/16/2016 � ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 654 SANDSTONE CIR PIN : 33-118-23-11-0053 LEGAL DESC : STONEBAY : LOT 004 BLOCK 002 PERMIT TYPE : FIRE SYSTEMS PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SPRINKLER SYSTEM-IN BUILDING ACTIVITY : BACKFLOW DEVICE ,f�r'ed NOTE: INSPECTIONS ARE DONE BY FIRE MARSHALL,JAMES VAN EYLL. PLEASE CALL JAMES VAN EYLL DIRECTLY AT:(952)473-9741 TO SET UP AN INSPECTION. RESIDENTIAL FIRE SPRINKLER -PVB BACKFLOW DEVICE ENTER THE VALUTATION 5000 APPLICANT FIRE SPRINKLER-RESIDENTIAL 62.50 STATE SURCHARGE VAL OTHER 2.50 PRECISION PLUMBING&HEATING INC. TOTAL 65.00 4124 MACKENZIE CT Payment(s) ST. MICHEAL,MN 55376 CREDIT CARD 7760 65.00 (763)497-7486 Minnesota State License#:plbg-PC643806,mech-MB004099 OWNER Essay Holdings 21 10 LYNDALE AVE S MINNEAPOLIS,MN 55405- AGREEMENT AND 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 permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws 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 wnstruction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. 1 ���� �� � 7 %�,� e �S �� �-� l/� i i`��z Appli ant ermitee ignature Date Issued By Sign ure Date � r � . �"dllv—� �j'�j'' � AUTOMATIC FIRE SPRINKLER PERMITS �_ ���i��1�� Please Check One: RECEIVED � New ❑ Addition ❑ Remodel ❑ Replace MAY Q 2 z016 Backflow Device: ❑ AVB �� PVB Job Site/Owner Information: C1TY OF ORONO Site Address: � '=�"� ,,�;,�.� a � � � C . =' � Owner: �}���� �°'� Mailing Address: 1`I y 7 c% �<'��� �� � "' City: �r����.. Zip: .S 5 3 a, Home Phone: Alternate Phone: (v ��� j� 3 - `��� �� � Contractor/Applicant Information: Contractor/App.: I���:. :� � ��`',� Contact Person: � �`� �4 ;- > Address: �i t�� r��,-�'�=z -: � � � State License#: �� u i, �-:� ) � City: �r i"�;��..,' Zip: `���>' ,'" Expiration Date: ��� i � Phone: 7(�� �I`,� �'� � " Alternate Phone: (�t) - .3���- �t `i i � TYPES OF FIRE SPRINKLER PERMITS ❑ Commercial—Fire Sprinkler � Residential—Fire S np �nkler , Fire Systems Permit �7 Fire Systems Permit � � ��` � C�� *Base Price=Contract Price: $ ZE��\� x.0125 =$ l!% � (Minimum$50.00) *Surcharge=Contract Price: $ x.0005 =$ *Mail-In Fee(Only On Mail In Applications) _$ . 0 � � � *Total Cost of Permit: _$ ( ! L� ' The undersigned herby applies to the City for issuance of a Sprinkler Systems Pernut. 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 State Fire Code and Standards, and certifies that all statements made on this application are complete, true and correct. ��•�.--L._._--..�-�,��—. '-1'�7'� � Applicant Date � . 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 �/�3��� Lic. No. 47116MN � AquaSAFET"' FIRE SAFETY SYSTEM Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : STONEBAY TOWNHOMES -Two Head Calculation (H.3 & H.5) Drawing : RESIDENTIAL Location : LOT 4 SANDSTONE CIRCLE ORONO MN Remote Area : 1 Contract : 19495F 001 Data File : 19495F 001 Stonebay Townhomes Lot 4.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ! Uponor Page 1 , STONEBAY TOWNHOMES-Two Head Calculation (H.3 & H.5) Date 4/13/2016 HYDRAULIC DESIGN INFORMATION SHEET Name - STONEBAY TOWNHOMES Date - 4/12/16 Location - ORONO MN Building - RESIDENTIAL System No. - 1 Contractor - PRECISION PLUMBING Contract No. - 19495F 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: ( ) 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 - 0 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make LF SENJU SPRINKLER Model RC-RES I Elevation at Highest Outlet - 129 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 26.0178 Psi Required 56.14 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: A Date of Test - x Rated Cap. T Time of Test - x @ Psi E Static (Psi) - 62 Elev. R Residual (Psi) - 61 Other Flow (Gpm) - 1055 S Elevation - 100 P Location: x P L Source of Information: x Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C • - Uponor Page 2 � STONEBAY TOWNHOMES-Two Head Calculation (H.3& H.5) Date 4/13/2016 City Water Supply: Demand: C1 -Static Pressure : 62 D1 - Elevation : 12.560 C2- Residual Pressure: 61 D2-System Flow : 26.018 C2 - Residual Flow : 1055 D2-System Pressure : 56.140 Hose ( Demand ) � D3-System Demand : 26.018 Safety Margin : 5.859 150 140 130 P 120 R 110 E 100 S 90 S 80 � �� C� C2 R 60 E 50 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW( N ^ 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Uponor Page 3 STONEBAY TOWNHOMES-Two Head Calculation (H.3& H.5) Date 4/13/2016 Fitting Legend Abbrev. Name '/z 9/< 1 1%. 1'/2 2 2'/z 3 3Y: 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 , _ • Flow Summary - NFPA 2007 Uponor Page 4 ' S`TONEBAY TOWNHOMES-Two Head Calculation (H.3 & H.5) Date 4/13/2016 SUPPLYANALYSIS Node at Static Residual Available Source Pressure Pressure F/ow Pressure Tota/Demand Required Pressure STR 62.0 61 1055.0 61.999 26.02 56.14 NODE ANALYSIS Pressure Discharge Node Tag E/evation Node Type at Node at Node Notes H.3 129.0 4.9 7.04 13.0 T.25 129.0 7.49 T.31 119.0 13.18 H.13 119.0 13.25 T.33 119.0 13.33 H.17 119.0 13.44 T.38 119.0 13.5 T.39 119.0 13.52 T.42 119.0 13.58 T.43 119.0 13.71 T.50 109.0 19.29 H.22 109.0 19.68 T.45 109.0 19.95 T.46 109.0 20.14 H.21 109.0 20.3 T.47 109.0 21.07 S.1 104.0 27.58 PRV 100.0 36.92 MTR 100.0 40.52 STR 100.0 56.14 H.1 129.0 7.04 H.5 129.0 4.9 7.06 13.02 H.7 129.0 7.73 T.28 129.0 8.07 T.37 119.0 13.73 T.48 109.0 19.67 H.2 129.0 7.6 T.26 129.0 8.07 H.6 129.0 8.26 H.8 129.0 8.59 T.30 129.0 8.67 H.4 129.0 8.28 T.27 129.0 8.44 T.29 129.0 8.67 T.41 119.0 13.71 T.49 109.0 19.3 H.9 129.0 8.67 H.10 129.0 8.67 H.11 119.0 13.24 H.12 119A 13.34 H.14 119.0 13.43 H.15 119.0 13.53 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 ' Uponor Page 5 , , STONEBAY TOWNHOMES -Two Head Calculation (H.3& H.5) Date 4/13/2016 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.34 119.0 13.56 T.36 119.0 13.61 H.16 119.0 13.51 H.18 119.0 13.6 H.19 119.0 13.61 T.40 119.0 13.62 T.51 109.0 19.29 H.24 109.0 19.29 H.23 109.0 19.3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 . Final Calculations - Hazen-Williams Uponor Page 6 ' S'fONEBAY TOWNHOMES-Two Head Calculation (H.3& H.5) Date 4/13/2016 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.3 12.24 0.862 0.0 5.000 7.040 K Factor=4.90 to 150.0 0.0 0.0 0.0 T.25 12.24 0.0904 0.0 5.000 0.452 Vel= 6.73 T.25 -5.63 0.862 2Utb 34.0 18.752 7.492 to 150.0 0.0 28.000 4.331 T.31 6.61 0.0289 0.0 46.752 1.353 Vel = 3.63 T.31 -3.21 0.862 Utr 2.0 7.000 13.176 to 150.0 0.0 2.000 0.0 H.13 3.4 0.0083 0.0 9.000 0.075 Vel = 1.87 H.13 0.0 0.862 Utr 2.0 7.000 13.251 to 150.0 0.0 2.000 0.0 T.33 3.4 0.0084 0.0 9.000 0.076 Vel = 1.87 T.33 0.0 0.862 Utr 2.0 11.000 13.327 to 150.0 0.0 2.000 0.0 H.17 3.4 0.0085 0.0 13.000 0.110 Vel = 1.87 H.17 0.0 0.862 Utr 2.0 5.000 13.437 to 150.0 0.0 2.000 0.0 T.38 3.4 0.0084 0.0 7.000 0.059 Vel = 1.87 T.38 -0.34 0.862 Utr 2.0 1.000 13.496 to 150.0 0.0 2.000 0.0 T.39 3.06 0.0070 0.0 3.000 0.021 Vel = 1.68 T.39 0.34 0.862 Utr 2.0 6.000 13.517 to 150.0 0.0 2.000 0.0 T.42 3.4 0.0084 0.0 8.000 0.067 Vel = 1.87 T.42 -1.06 0.862 2Utb 34.0 1.000 13.584 to 150.0 0.0 28.000 0.0 T.43 2.34 0.0042 0.0 29.000 0.122 Vel = 1.29 T.43 5.88 0.862 Utb 17.0 15.000 13.706 to 150.0 0.0 14.000 4.331 T.50 8.22 0.0432 0.0 29.000 1.254 Vel = 4.52 T.50 -0.48 0.862 Utr 2.0 8.000 19.291 to 150.0 0.0 2.000 0.0 H.22 7.74 0.0387 0.0 10.000 0.387 Vel = 4.26 H.22 0.0 0.862 Utr 2.0 5.000 19.678 to 150.0 0.0 2.000 0.0 T.45 7.74 0.0387 0.0 7.000 0.271 Vel = 4.26 T.45 0.0 0.862 Utr 2.0 3.000 19.949 to 150.0 0.0 2.000 0.0 T.46 7.74 0.0386 0.0 5.000 0.193 Vel= 4.26 T.46 0.0 0.862 0.0 4.000 20.142 to 150.0 0.0 0.0 0.0 H.21 7.74 0.0388 0.0 4.000 0.155 Vel= 4.26 H.21 0.0 0.862 Utb 17.0 4.000 20.297 to 150.0 Utr 2.0 16.000 0.0 T.47 7.74 0.0387 0.0 20.000 0.774 Vel= 4.26 T.47 18.28 0.862 Utr 2.0 7.000 21.071 to 150.0 T 7.528 4.904 2.166 S.1 26.02 0.3644 0.0 11.904 4.338 Vel = 14.30 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams � Uponor Page 7 , , STONEBAY TOWNHOMES -Two Head Calculation (H.3 & H.5) Date 4/13/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *"'`'`*"'` Notes *****" Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S.1 0.0 1.054 2E 2.44 2.000 27.575 to 150.0 0.0 2.440 8.732 *" Fixed Loss= 7 PRV 26.02 0.1369 0.0 4.440 0.608 Vel = 9.57 PRV 0.0 1.054 2E 2.44 2.000 36.915 to 150.0 0.0 2.440 3.000 ** Fixed Loss= 3 MTR 26.02 0.1369 0.0 4.440 0.608 Vel = 9.57 MTR 0.0 0.911 E 1.521 50.000 40.523 to 150.0 T 3.801 6.082 0.0 STR 26.02 0.2785 G 0.76 56.082 15.617 Vel = 12.81 0.0 26.02 56.140 K Factor= 3.47 H.3 0.76 0.862 Utr 2.0 7.000 7.040 to 150.0 0.0 2.000 0.0 H.1 0.76 0.0006 0.0 9.000 0.005 Vel = 0.42 H.1 0.0 0.862 Utr 2.0 21.000 7.045 to 150A 0.0 2.000 0.0 H.5 0.76 0.0005 0.0 23.000 0.012 Vel = 0.42 H.5 13.01 0.862 Utr 2.0 4.000 7.057 K Factor=4.90 to 150.0 0.0 2.000 0.0 H.7 13.77 0.1123 0.0 6.000 0.674 Vel = 7.57 H.7 0.0 0.862 0.0 3.000 7.731 to 150.0 0.0 0.0 0.0 T.28 13.77 0.1123 0.0 3.000 0.337 Vel = 7.57 T.28 -6.27 0.862 Utr 2.0 20.492 8.068 to 150.0 Utb 17.0 16.000 4.331 T.37 7.5 0.0365 0.0 36.492 1.331 Vel = 4.12 T.37 2.27 0.862 Utb 17.0 13.000 13.730 to 150.0 0.0 14.000 4.331 T.48 9.77 0.0595 0.0 27.000 1.606 Vel = 5.37 T.48 8.51 0.862 Utr 2.0 5.399 19.667 to 150.0 0.0 2.000 0.0 T.47 18.28 0.1898 0.0 7.399 1.404 Vel = 10.05 0.0 18.28 21.071 K Factor= 3.98 T.25 5.63 0.862 Utr 2.0 3.000 7.492 to 150.0 0.0 2.000 0.0 H.2 5.63 0.0214 0.0 5.000 0.107 Vel = 3.10 H.2 0.0 0.862 Utr 2.0 20.000 7.599 to 150.0 0.0 2.000 0.0 T.26 5.63 0.0215 0.0 22.000 0.473 Vel = 3.10 T.26 0.0 0.862 Utr 2.0 7.000 8.072 to 150.0 0.0 2.000 0.0 H.6 5.63 0.0214 0.0 9.000 0.193 Vel = 3.10 H.6 0.0 0.862 Utr 2.0 13.000 8.265 to 150.0 0.0 2.000 0.0 H.8 5.63 0.0215 0.0 15.000 0.323 Vel = 3.10 H.8 0.0 0.862 Utr 2.0 2.000 8.588 to 150.0 0.0 2.000 0.0 T.30 5.63 0.0215 0.0 4.000 0.086 Vel = 3.10 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 � Final Calculations - Hazen-Williams Uponor , Page 8 � S'TONEBAY TOWNHOMES -Two Head Calculation (H.3 & H.5) Date 4/13/2016 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.30 0.25 0.862 Utr 2.0 14.134 8.674 to 150.0 Utb 17.0 16.000 4.331 T.43 5.88 0.0233 0.0 30.134 0.701 Vel = 3.23 0.0 5.88 13.706 K Factor= 1.59 T.28 6.28 0.862 Utr 2.0 6.000 8.068 to 150.0 0.0 2.000 0.0 H.4 6.28 0.0262 0.0 8.000 0.210 Vel = 3.45 H.4 0.0 0.862 Utr 2.0 4.000 8.278 to 150.0 0.0 2.000 0.0 T.27 6.28 0.0262 0.0 6.000 0.157 Vel = 3.45 T.27 0.0 0.862 Utr 2.0 7.000 8.435 to 150.0 0.0 2.000 0.0 T.29 6.28 0.0263 0.0 9.000 0.237 Vel = 3.45 T.29 -0.26 0.862 Utr 2.0 13.000 8.672 to 150.0 Utb 17.0 16.000 4.331 T.41 6.02 0.0243 0.0 29.000 0.705 Vel = 3.31 T.41 2.01 0.862 Utb 17.0 16.374 13.708 to 150.0 0.0 14.000 4.331 T.49 8.03 0.0414 0.0 30.374 1.259 Vel = 4.41 T.49 0.48 0.862 Utr 2.0 6.000 19.298 to 150.0 0.0 2.000 0.0 T.48 8.51 0.0461 0.0 8.000 0.369 Vel= 4.68 0.0 8.51 19.667 K Factor= 1.92 T.29 0.25 0.862 Utr 2.0 9.000 8.672 to 150.0 0.0 2.000 0.0 H.9 0.25 0.0 0.0 11.000 0.0 Vel = 0.14 H.9 0.0 0.862 0.0 11.000 8.672 to 150.0 0.0 0.0 0.0 H.10 0.25 0.0001 0.0 11.000 0.001 Vel = 0.14 H.10 0.0 0.862 Utr 2.0 6.000 8.673 to 150.0 0.0 2.000 0.0 T.30 0.25 0.0001 0.0 8.000 0.001 Vel = 0.14 0.0 0.25 8.674 K Factor= 0.08 T.31 3.22 0.862 Utr 2.0 6.000 13.176 to 150.0 0.0 2.000 0.0 H.11 3.22 0.0075 0.0 8.000 0.060 Vel = 1.77 H.11 0.0 0.862 Utr 2.0 11.000 13.236 to 150.0 0.0 2.000 0.0 H.12 3.22 0.0077 0.0 13.000 0.100 Vel = 1.77 H.12 0.0 0.862 Utr 2.0 10.000 13.336 to 150.0 0.0 2.000 0.0 H.14 3.22 0.0076 0.0 12.000 0.091 Vel = 1.77 H.14 0.0 0.862 Utr 2.0 11.000 13.427 to 150.0 0.0 2.000 0.0 H.15 3.22 0.0076 0.0 13.000 0.099 Vel = 1.77 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams � Uponor Page 9 • , STONEBAY TOWNHOMES-Two Head Calculation (H.3 & H.5) Date 4/13/2016 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.15 0.0 0.862 Utr 2.0 2.000 13.526 to 150.0 0.0 2.000 0.0 T.34 3.22 0.0078 0.0 4.000 0.031 Vel = 1.77 T.34 0.0 0.862 Utr 2.0 5.000 13.557 to 150.0 0.0 2.000 0.0 T.36 3.22 0.0076 0.0 7.000 0.053 Vel = 1.77 T.36 -0.95 0.862 2Utb 34.0 2.000 13.610 to 150.0 0.0 28.000 0.0 T.37 2.27 0.0040 0.0 30.000 0.120 Vel = 1.25 0.0 2.27 13.730 K Factor= 0.61 T.38 0.34 0.671 Utb 17.0 7.000 13.496 to 150.0 Utr 2.0 19.000 0.0 H.16 0.34 0.0004 0.0 26.000 0.011 Vel = 0.31 H.16 0.0 0.671 Utb 17.0 8.000 13.507 to 150.0 0.0 17.000 0.0 T.39 0.34 0.0004 0.0 25.000 0.010 Vel = 0.31 0.0 0.34 13.517 K Factor= 0.09 T.42 1.06 0.862 Utr 2.0 9.000 13.584 to 150.0 0.0 2.000 0.0 H.18 1.06 0.0010 0.0 11.000 0.011 Vel = 0.58 H.18 0.0 0.862 0.0 11.000 13.595 to 150.0 0.0 0.0 0.0 H.19 1.06 0.0010 0.0 11.000 0.011 Vel = 0.58 H.19 0.0 0.862 Utr 2.0 8.000 13.606 to 150.0 0.0 2.000 0.0 T.40 1.06 0.0010 0.0 10.000 0.010 Vel = 0.58 T.40 0.95 0.862 2Utb 34.0 1.000 13.616 to 150.0 0.0 28.000 0.0 T.41 2.01 0.0032 0.0 29.000 0.092 Vel = 1.11 0.0 2.01 13.708 K Factor= 0.54 T.36 0.95 0.862 Utr 2.0 5.000 13.610 to 150.0 0.0 2.000 0.0 T.40 0.95 0.0009 0.0 7.000 0.006 Vel = 0.52 0.0 0.95 13.616 K Factor= 0.26 T.50 0.48 0.862 Utr 2.0 1.000 19.291 to 150.0 0.0 2.000 0.0 T.51 0.48 0.0003 0.0 3.000 0.001 Vel = 0.26 T.51 0.0 0.862 0.0 4.000 19.292 to 150.0 0.0 0.0 0.0 H.24 0.48 0.0002 0.0 4.000 0.001 Vel = 0.26 H.24 0.0 0.862 Utr 2.0 17.000 19.293 to 150.0 0.0 2.000 0.0 H.23 0.48 0.0002 0.0 19.000 0.004 Vel = 0.26 H.23 0.0 0.862 Utr 2.0 4.000 19.297 to 150.0 0.0 2.000 0.0 T.49 0.48 0.0002 0.0 6.000 0.001 Vel = 0.26 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 � Final Calculations - Hazen-Williams , Uponor , Page 10 STONEBAY TOWNHOMES -Two Head Calculation (H.3 & H.5) Date 4/13/2016 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 0.48 19.298 K Factor= 0.11 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 V C D� TIME CITY OF ORONO cnLLED IN �_ INSPECTION OTICE SCHEDULED _��,��c� �rS[�J PERMIT NO.�1 L�O��SB COMPLETED ADDRESS �r S`� S c..,....Q.s �� Gr— OWNER TELEPHONE NO. CONTRACTOR � DESCRIPTION 1�.� '�' F�C-.,.- �t.,d'" 4~j ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING �Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 O'WNERICONTRACTOR TO MEET Y�OU:�CYES_NO h COMMENTS: W T -- � o �`w. �c � a � 0 W � Q � � W � � J � �WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE � ❑CORRECT W'ORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O O CORRECT NfORK�LL FOR REtNSPECTION TEMPORARY V BEFORECOA/ERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑pHOTO TAKEN INSPECTOR YVILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Ca11 for the next inspection 24 hours in advance. (g52) 249-4600 OwnerlConfractor on site: Inspector: ��•�� ✓,�--. L .. �l V WhiM Copyllnspecto�'s Ffle Cenary CopylSke Notitb DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE HEDULED '� � /D.'/7Z� PERMIT NO. do/ � -� �� PLETED ADDRESS 6S� ��T��'t� _L�� OWNER TELEPHONE NO. CONTRACTOR � DESCRIPTION �`i'��1�- � �t-�C_1{n.� t~ii ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTRACTOR TO MEET YiOU:_YES_NO � COMMEN'TS� � b�/'ovcba. Fiio �,DI'<<2/���r �i�tc�� j O � � O � W � Q � 2 W � W � j W ❑VMORK SATISFACTORY:PROCEED ❑PROJECT COMPLEfE � ❑CORRECT W'ORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECONERING PERMANENT O CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED �yNSPECTION REQUIRED.CALL TO ARRANGE ACCESS. '� � Cail for the next inspection 24 hours in advance. (g52) 249-46�0 OwnerlContractor on site: Inspector: ��� White CopyAnspector's Ffle Cenary CopyfSFte Notke �v� .� ✓ DATE TIME CITY OF ORONO cnLLED IN � � INSPECTION OTICE SCHEDULED PERMR NO - cOMPLETED ADDRESS �-�`�, � �1? ��'z. �/L�r=l�- aAINER TELEPHONE NO. ��"������ CONTRACTOR �-M �� DESCRIPTION ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING �O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP i ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL � ❑ DEMO-SITE ❑ SEPTIC INSTALL Z 01NNERICONTRACTOR TO MEET Y�OU:_YES_NO � COMMENTS: � j 0 � � . �O W aC Q F� � W 0� J W ❑WORK SATISFACTORY:PROCEED ❑PRW ECT COMPLETE � ❑CORRECT NlORK 3 PF�CEED ❑ISSUE CERTIFlCATE OF OCCUPANCY W ��OORRECT W'ORK��L FOR REINSPECTION TEMPORARY V BEFORECaVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR YVILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR O GTATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. CaR for the next inspectfon 24 hours in advance. (952) 249-4600 OwnerlCoMra on site: Inspector. YYhite CuPYpnapector's File Gnary CopylSits Notkx