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HomeMy WebLinkAbout2016-00459 - backflow device , CITY OF ORONO * Z 0 1 6 - P1 0 4 5 9 * 2750 KELLEY PARKWAY DATE ISSUED: OS/16/2016 ` ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 656 SANDSTONE CIR PIN : 33-118-23-11-0054 LEGAL DESC : STONEBAY : LOT 005 BLOCK 002 PERMIT TYPE : FIRE SYSTEMS PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SPRINKLER SYSTEM-IN BU[LDING ACTIVITY : BACKFLOW DEVICE f ,�y�{� NOTE: INSPECTIONS ARE DONE BY FIRE MARSHALL,JAMES VAN EYLL. PLEASE CALL JAMES VAN EYLL DIRECTLY AT:(952)473-9701 TO SET UP AN INSPECT[ON. FIRE SPRINKLER SYSTEM-PVB BACKFLOW DEVICE ENTER THE VALUTATION 5000 APPLICANT FIRE SPRINKLER-RESIDENTIAL 62.50 STATE SURCHARGE VAL OTHER 2.50 PRECISION PLUMBING&HEATING INC. 4124 MACKENZIE CT TOTAL 65.00 ST. MICHEAL, MN 55376 Payment(s) (763)497-7486 CREDIT CARD 7760 65.00 Minnesota State License#: plbg-PC643806,mech-MB004099 OWNER Essay Holdings 2110 LYNDALE AVE S MINNEAPOLIS,MN 55405-2 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 governing[his 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 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. ��� �L� ) /`-l.� t� C � � �(� / �/� Applicant rmitee Signature Date Issued By �gnature Date � ����- �-v�9 AUTOMATIC FIRE SPRINKLER PERMITS �`�=' � �-.����'-(t%� Please Check One: RECEIVED �] New ❑ Addition ❑ Remodel ❑ Replace �� ��� ���� Backflow Device: ❑ AVB �]C PVB Job Site/Owner Information: �1�1`�Z�2F'�'D�i4�l,Q Site Address: � J � .���� 5 ��• Z . � . � `� Owner: 51-����. +3�'y 1� � r ;, � �-�.' L� Mailing Address: I �I Y" � - � City: ��y ���..� Zip: S.5 ��� Home Phone: Alternate Phone: (,� 7� �3�3' `� �`' � Contractor/Applicant Information: Contractor/App.: t,�s �� s• �- �`�'�,� Contact Person: 1�`1� �� t�• j �� � Address: y►�y I''�r:K<-�z� t L< �c State License#: ��'`� o l. ��- 3�� City: 5 r �� �h...� Zip: 5 5 3�� Expiration Date: ���`4 Phone: �1(�� � `� `t�' � �y��� Alternate Phone: (, t � 3�`� - � `� I� TYPES OF FIRE SPRINKLER PERMITS ❑ Commercial—Fire Sprinkler � Residential—Fire Sprinkler l..�i Fire Systems Permit Fire Systems Permit t, � t r. , VC *Base Price=Contract Price: $ ��� � x.0125 =$ ��`� (Minimum$50.00) � *Surcharge=Contract Price: $ x.0005 =$ s *Mail-In Fee(Only On Mail In Applications) _$ 2. � *Total Cost of Permit: _$ �� ' 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. C� ��-- ``�.�, �►���1�� 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. Ro ri uez � Date �/ ��/�� Lic. No. 47116MN .� � AquaSAFETM FIRE SAFETY SYSTEM Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : STONEBAY TOWNHOMES -Two Head Calculation (H.13 & H.11) Drawing : F.ESIDENTIAL Location : LOT 5 SANDSTONE CIRCLE ORONO MN Remote Area : 1 Contract : 19495F 002 Data File : 19495F 002 Stonebay Townhomes Lot 5.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 � Uponor Page 1 � t STONEBAY TOWNHOMES -Two Head Calculation (H.13& H.11) 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 002 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 - 119 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 162 N Calculation Gpm Required 26.0132 Psi Required 52.38 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.13& H.11) Date 4/13/2016 City Water Suppiy: Demand: C1 -Static Pressure : 62 D1 - Elevation : 8.229 C2- Residual Pressure: 61 D2-System Flow : 26.013 C2- Residual Flow : 1055 D2-System Pressure : 52.380 Hose( Demand ) � D3-System Demand : 26.013 Safety Margin : 9.619 150 140 130 P 120 R 110 E 100 S 90 S 80 � �� C� C2 R 60 D2 E 50 40 30 20 10 D1 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.13& H.11) Date 4/13/2016 Fitting Legend Abbrev. Name YZ '/. 1 1%< 1'/: 2 2'/2 3 3'/� 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 ' STONEBAY TOWNHOMES-Two Head Calculation (H.13 & H.11) Date 4/13/2016 SUPPLYANALYSIS Node at Static Residual Availab/e Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 62.0 61 1055.0 61.999 26.01 52.38 NODE ANALYS/S Pressure Discharge Node Tag E/evation Node Type at Node at Node Notes H.13 119.0 4.9 7.04 13.0 T.34 119.0 8.0 H.15 119.0 8.44 T.41 119.0 9.22 T.46 109.0 15.22 H.22 109.0 15.54 T.49 109.0 16.11 T.51 109.0 16.95 S.1 104.0 23.82 PRV 100.0 33.16 MTR 100.0 36.77 STR 100.0 52.38 H.11 119.0 4.9 7.05 13.01 T.33 119.0 7.86 T.27 129.0 4.87 H.1 129.0 4.91 ' H.3 129.0 4.99 H.5 129.0 5.1 T.28 129.0 5.14 T.38 119.0 9.71 T.47 109.0 15.22 H.23 109.0 15.3 T.48 109.0 15.39 H.25 109.0 15.76 T.52 109.0 15.94 T.53 109.0 16.14 H.26 109.0 16.26 H.24 109.0 16.46 H.12 119.0 8.12 H.14 119.0 8.62 T.36 119.0 9.06 T.39 119.0 9.24 H.2 129.0 4.9 H.4 129.0 5.08 T.30 129.0 5.18 T.31 129.0 5.21 T.43 119.0 10.06 H.18 119.0 9.31 T.44 119.0 9.41 H.17 119.0 9.27 T.40 119.0 9.31 T.42 119.0 9.32 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.13 & H.11) Date 4/13/2016 NODE ANALYS/S(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.45 119.0 9.37 T.32 129.0 5.14 H.9 129.0 5.15 H.10 129.0 5.18 H.16 119.0 9.31 H.20 119.0 9.39 H.19 119.0 9.4 H.6 129.0 5.14 T.29 129.0 5.14 H.7 129.0 5.14 H.8 129.0 5.14 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Final Calculations - Hazen-Williams Uponor � Page 6 ' STONEBAY TOWNHOMES -Two Head Calculation (H.13 & H.11) 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.13 12.02 0.862 Utr 2.0 9.000 7.040 K Factor=4.90 to 150.0 0.0 2.000 0.0 T.34 12.02 0.0874 0.0 11.000 0.961 Vel = 6.61 T.34 0.0 0.862 Utr 2.0 3.000 8.001 to 150.0 0.0 2.000 0.0 H.15 12.02 0.0874 0.0 5.000 0.437 Vel = 6.61 H.15 0.0 0.862 Utr 2.0 7.000 8.438 to 150.0 0.0 2.000 0.0 T.41 12.02 0.0874 0.0 9.000 0.787 Vel = 6.61 T.41 -4.07 0.862 2Utb 34.0 13.000 9.225 to 150.0 0.0 28.000 4.331 T.46 7.95 0.0407 0.0 41.000 1.668 Vel = 4.37 T.46 1.12 0.862 Utr 2.0 4.000 15.224 to 150.0 0.0 2.000 0.0 H.22 9.07 0.0520 0.0 6.000 0.312 Vel = 4.99 H.22 0.0 0.862 Utr 2.0 9.000 15.536 to 150.0 0.0 2.000 0.0 T.49 9.07 0.0518 0.0 11.000 0.570 Vel = 4.99 T.49 10.32 0.862 Utr 2.0 2.000 16.106 to 150.0 0.0 2.000 0.0 T.51 19.39 0.2118 0.0 4.000 0.847 Vel = 10.66 T.51 6.62 0.862 T 7.528 10.000 16.953 to 150.0 0.0 2.904 2.166 S.1 26.01 0.3643 0.0 12.904 4.701 Vel = 14.30 S.1 0.0 1.054 2E 2.44 2.000 23.820 to 150.0 0.0 2.440 8.732 ** Fixed Loss= 7 PRV 26.01 0.1369 0.0 4.440 0.608 Vel = 9.56 PRV 0.0 1.054 2E 2.44 2.000 33.160 to 150.0 0.0 2.440 3.000 *" Fixed Loss= 3 MTR 26.01 0.1369 0.0 4.440 0.608 Vel = 9.56 MTR 0.0 0.911 E 1.521 50.000 36.768 to 150.0 T 3.801 6.082 0.0 STR 26.01 0.2784 G 0.76 56.082 15.612 Vel = 12.80 0.0 26.01 52.380 K Factor= 3.59 H.13 0.98 0.862 Utr 2.0 12.000 7.040 to 150.0 0.0 2.000 0.0 H.11 0.98 0.0009 0.0 14.000 0.012 Vel = 0.54 H.11 13.01 0.862 Utr 2.0 5.000 7.052 K Factor=4.90 to 150.0 0.0 2.000 0.0 T.33 13.99 0.1157 0.0 7.000 0.810 Vel= 7.69 T.33 -7.47 0.862 2Utb 34.0 19.346 7.862 to 150.0 0.0 28.000 -4.331 T.27 6.52 0.0282 0.0 47.346 1.335 Vel = 3.58 T.27 -3.24 0.862 Utr 2.0 3.000 4.866 to 150.0 0.0 2.000 0.0 H.1 3.28 0.0080 0.0 5.000 0.040 Vel = 1.80 H.1 0.0 0.862 Utr 2.0 9.000 4.906 to 150.0 0.0 2.000 0.0 H.3 3.28 0.0079 0.0 11.000 0.087 Vel = 1.80 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.13 & H.11) 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 0.0 0.862 Utr 2.0 11.000 4.993 to 150.0 0.0 2.000 0.0 H.5 3.28 0.0079 0.0 13.000 0.103 Vel = 1.80 H.5 0.0 0.862 Utr 2.0 3.000 5.096 to 150.0 0.0 2.000 0.0 T.28 3.28 0.0078 0.0 5.000 0.039 Vel = 1.80 T.28 -0.11 0.862 Utr 2.0 17.109 5.135 to 150.0 Utb 17.0 16.001 4.331 T.38 3.17 0.0074 0.0 33.110 0.245 Vel = 1.74 T.38 4.56 0.862 Utb 17.0 16.357 9.711 to 150.0 0.0 14.000 4.331 T.47 7.73 0.0386 0.0 30.357 1.173 Vel = 4.25 T.47 -1.11 0.862 Utr 2.0 1.000 15.215 to 150.0 0.0 2.000 0.0 H.23 6.62 0.0290 0.0 3.000 0.087 Vel = 3.64 H.23 0.0 0.862 Utr 2.0 1.000 15.302 to 150.0 0.0 2.000 0.0 T.48 6.62 0.0290 0.0 3.000 0.087 Vel = 3.64 T.48 0.0 0.862 Utr 2.0 11.000 15.389 to 150.0 0.0 2.000 0.0 H.25 6.62 0.0289 0.0 13.000 0.376 Vel = 3.64 H.25 0.0 0.862 Utr 2.0 4.000 15.765 to 150.0 0.0 2.000 0.0 T.52 6.62 0.0290 0.0 6.000 0.174 Vel = 3.64 T.52 0.0 0.862 Utr 2.0 5.000 15.939 to 150.0 0.0 2.000 0.0 T.53 6.62 0.0290 0.0 7.000 0.203 Vel = 3.64 T.53 0.0 0.862 0.0 4.000 16.142 to 150.0 0.0 0.0 0.0 H.26 6.62 0.0290 0.0 4.000 0.116 Vel = 3.64 H.26 0.0 0.862 Utr 2.0 5.000 16.258 to 150.0 0.0 2.000 0.0 H.24 6.62 0.0289 0.0 7.000 0.202 Vel = 3.64 H.24 0.0 0.862 Utb 17.0 1.000 16.460 to 150.0 Utr 2.0 16.000 0.0 T.51 6.62 0.0290 0.0 17.000 0.493 Vel = 3.64 0.0 6.62 16.953 K Factor= 1.61 T.33 7.46 0.862 Utr 2.0 5.000 7.862 to 150.0 0.0 2.000 0.0 H.12 7.46 0.0361 0.0 7.000 0.253 Vel = 4.10 H.12 0.0 0.862 Utr 2.0 12.000 8.115 to 150.0 0.0 2.000 0.0 H.14 7.46 0.0361 0.0 14.000 0.506 Vel = 4.10 H.14 0.0 0.862 Utr 2.0 10.000 8.621 to 150.0 0.0 2.000 0.0 T.36 7.46 0.0362 0.0 12.000 0.435 Vel = 4.10 T.36 0.0 0.862 Utr 2.0 3.000 9.056 to 150.0 0.0 2.000 0.0 T.39 7.46 0.0362 0.0 5.000 0.181 Vel = 4.10 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 � Final Calculations - Hazen-Williams � Uponor • Page 8 STONEBAY TOWNHOMES -Two Head Calculation (H.13 & H.11) 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.39 -2.89 0.862 2Utb 34.0 4.585 9.237 to 150.0 0.0 28.000 0.0 T.38 4.57 0.0145 0.0 32.585 0.474 Vel = 2.51 0.0 4.57 9.711 K Factor= 1.47 T.27 3.24 0.862 Utr 2.0 3.000 4.866 to 150.0 0.0 2.000 0.0 H.2 3.24 0.0078 0.0 5.000 0.039 Vel = 1.78 H.2 0.0 0.862 Utr 2.0 21.000 4.905 to 150.0 0.0 2.000 0.0 H.4 3.24 0.0077 0.0 23.000 0.178 Vel = 1.78 H.4 0.0 0.862 Utr 2.0 11.000 5.083 to 150.0 0.0 2.000 0.0 T.30 3.24 0.0078 0.0 13.000 0.101 Vel = 1.78 T.30 0.0 0.862 Utr 2.0 1.000 5.184 to 150.0 0.0 2.000 0.0 T.31 3.24 0.0077 0.0 3.000 0.023 Vel = 1.78 T.31 1.79 0.862 Utr 2.0 14.000 5.207 to 150.0 Utb 17.0 16.000 4.331 T.43 5.03 0.0174 0.0 30.000 0.522 Vel = 2.77 T.43 5.30 0.862 Utb 17.0 12.000 10.060 to 150.0 0.0 14.000 4.331 T.49 10.33 0.0660 0.0 26.000 1.715 Vel = 5.68 0.0 10.33 16.106 K Factor= 2.57 T.41 4.07 0.862 Utr 2.0 5.000 9.225 to 150.0 0.0 2.000 0.0 H.18 4.07 0.0117 0.0 7.000 0.082 Vel = 2.24 H.18 0.0 0.862 Utr 2.0 7.000 9.307 to 150.0 0.0 2.000 0.0 T.44 4.07 0.0118 0.0 9.000 0.106 Vel = 2.24 T.44 1.23 0.862 2Utb 34.0 5.681 9.413 to 150.0 0.0 28.000 0.0 T.43 5.3 0.0192 0.0 33.681 0.647 Vel = 2.91 0.0 5.30 10.060 K Factor= 1.67 T.39 2.90 0.862 Utr 2.0 4.000 9.237 to 150.0 0.0 2.000 0.0 H.17 2.9 0.0062 0.0 6.000 0.037 Vel = 1.59 H.17 0.0 0.862 Utr 2.0 3.000 9.274 to 150.0 0.0 2.000 0.0 T.40 2.9 0.0064 0.0 5.000 0.032 Vel = 1.59 T.40 -0.29 0.862 Utr 2.0 1.000 9.306 to 150.0 0.0 2.000 0.0 T.42 2.61 0.0050 0.0 3.000 0.015 Vel = 1.43 T.42 0.29 0.862 Utr 2.0 6.000 9.321 to 150.0 0.0 2.000 0.0 T.45 2.9 0.0064 0.0 8.000 0.051 Vel = 1.59 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.13 & H.11) Date 4/13/201� 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.45 -1.23 0.862 2Utb 34.0 14.000 9.372 to 150.0 0.0 28.000 -4.331 T.32 1.67 0.0023 0.0 42.000 0.095 Vel = 0.92 T.32 0.11 0.862 Utr 2.0 5.000 5.136 to 150.0 0.0 2.000 0.0 H.9 1.78 0.0026 0.0 7.000 0.018 Vel = 0.98 H.9 0.0 0.862 0.0 11.000 5.154 to 150.0 0.0 0.0 0.0 H.10 1.78 0.0025 0.0 11.000 0.028 Vel = 0.98 H.10 0.0 0.862 Utr 2.0 8.000 5.182 to 150.0 0.0 2.000 0.0 T.31 1.78 0.0025 0.0 10.000 0.025 Vel = 0.98 0.0 1.78 5.207 K Factor= 0.78 T.40 0.29 0.671 Utb 17.0 7.000 9.306 to 150.0 Utr 2.0 19.000 0.0 H.16 0.29 0.0003 0.0 26.000 0.008 Vel = 0.26 H.16 0.0 0.671 Utb 17.0 8.000 9.314 to 150.0 0.0 17.000 0.0 T.42 0.29 0.0003 0.0 25.000 0.007 Vel = 0.26 0.0 0.29 9.321 K Factor= 0.09 T.45 1.23 0.862 Utr 2.0 9.000 9.372 to 150.0 0.0 2.000 0.0 H.20 1.23 0.0013 0.0 11.000 0.014 Vel = 0.68 H.20 0.0 0.862 0.0 11.000 9.386 to 150.0 0.0 0.0 0.0 H.19 1.23 0.0013 0.0 11.000 0.014 Vel = 0.68 H.19 0.0 0.862 Utr 2.0 8.000 9.400 to 150.0 0.0 2.000 0.0 T.44 1.23 0.0013 0.0 10.000 0.013 Vel = 0.68 0.0 1.23 9.413 K Factor= 0.40 T.28 0.11 0.862 Utr 2.0 3.000 5.135 to 150.0 0.0 2.000 0.0 H.6 0.11 0.0 0.0 5.000 0.0 Vel = 0.06 H.6 0.0 0.862 Utr 2.0 6.000 5.135 to 150.0 0.0 2.000 0.0 T.29 0.11 0.0 0.0 8.000 0.0 Vel = 0.06 T.29 0.0 0.862 Utr 2.0 1.000 5.135 to 150.0 0.0 2.000 0.0 H.7 0.11 0.0 0.0 3.000 0.0 Vel = 0.06 H.7 0.0 0.862 Utr 2.0 15.000 5.135 to 150.0 0.0 2.000 0.0 H.8 0.11 0.0001 0.0 17.000 0.001 Vel = 0.06 H.8 0.0 0.862 Utr 2.0 1.000 5.136 to 150.0 0.0 2.000 0.0 T.32 0.11 0.0 0.0 3.000 0.0 Vel = 0.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 � Finai Calculations - Hazen-Wiiliams , Uponor ' Page 10 STONEBAY TOWNHOMES-Two Head Calculation (H.13 & H.11) 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 � 0.11 5.136 K Factor= 0.05 T.47 1.11 0.862 Utr 2.0 7.000 15.215 to 150.0 0.0 2.000 0.0 T.46 1.11 0.0010 0.0 9.000 0.009 Vel = 0.61 0.0 1.11 15.224 K Factor= 0.28 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 � DATE TIME CITY OF ORONO CALLED IN INSPECTION OTICE SCHEDULED ?_� �9 PERMIT NO. -V COMPLETED °� � l �� �o ADDRESS �`�� 5�..�.s<Ya.,� �� OWNER 1 TELEPHONE NO. CONTRACTOR Ccc_TS�v� L4�1,� � DESCRIPTION �� r ��� ��^ ���_'� '�K/' ty ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � ❑ 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 Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICOffTRACTOR TO MEET YWJ:�YES_NO y COMMENTS: W �^J � � 5.,..� � ��. t /—CrJ�.✓ ��e.s"�' j �O � O W �C Q � � W � J � �VYORK SATISFACTOHY`.PROCEED ❑PROJECT COMPLETE W ❑CORRECT W'ORK d�PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECTVMORK,CALL FOR REINSPECTION TEMPORARY V BEFORECONERING PERMANENT ❑CORRECT UNSAFE CONDITiON WITHIN HOURS. p pH�TO TAKEN INSPECTOR WlLL RETURN ❑CITATION ISSUED ❑STOP OROER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call forthe next i 24 rs in advanoe. (952) 249-4600 on site: Inspector: White Copydnspector's Fib Canary CopylSite Nofice �- �-� 3 � DATE TIME CITY OF OAONO cnLLED IN INSPECTION OTICE SCHEDULED �� � PERMR NO "� COMPLETED ADDRESS C��Co ��1� . �NNER TELEPHONE NO.��- �1?-��b CONTRACTOR � DESCRIPTION�`��� ���� �y ❑ 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 Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ � ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OWNERICONTRACTOR TO MEET YCU:_YES_NO � C E,NT 4 j / �O , � O W � Q � W W aC , W ❑VYORK SATISFACTORY`.PROCEED ❑PROJECT COMPLETE � ❑CORRECT WORK 3 PROCEED O ISSUE CERTIFICATE OF OCCUPANCY W O CORRECT WORK����R REINSPECTION TEMPORARY ����N� PERMANENT �(:ORRECT UNSAFE CONDITiON WITHIN HOURS. p pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑INSPECTION REW IRED.CALL TO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. (952) 249-4600 OMmeNContra on site: M ��IS�AC�O�: VYhits CapyAnapsators FIN Cenary CopylSits NoGc� �� DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDUIED PERMR NO. �Ol��0�� COMPLETED � ADDRESS ��'� v'G OWNER TELEPHONE NO. CONTRACTOR � DESCRIPTION "l d��- �u Q!/l{�'C�j� �(�l� ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING v3 � FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ SULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT v INAL ❑ WATER HOOK-UP ❑ FOLLOW-UP � ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OWNERK:ONTRACTOR TO MEET YiOtl:_YES_NO � COMMENTS: � C�nr/,r to7 �('p�.td �2 � 0 � � 0 � W � Q � W � W � J O W O WORK SATISFACTORIF.PROCEED ECT COMPLEfE � O CORRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W � ❑C�RRECTNfORK,CALL FOR REINSPECTION TEMPORARY V BEFORECONERINCa PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. O PHOTO TAKEN INSPECTOR WFLL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REWIRED.CALL TO ARRANGE ACCESS. Cail br the next inspection 24 hours in advan�. (952) 249-4600 OwnerlCartracto site: Inspector: � YVhite CopyAnspectoPs Ffle Cenary CopylSka Notice