Loading...
HomeMy WebLinkAbout2016-00460 - backflow device , CITY OF ORONO * 2 0 1 6 - 0 0 4 6 0 * , 2750 KELLEY PARKWAY DATE ISSUED: 05/16/2016 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 658 SANDSTONE CIR P[N : 33-118-23-11-0055 LEGAL DESC : STONEBAY : LOT 006 BLOCK 002 PERMIT TYPE : FIRE SYSTEMS PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SPRINKLER SYSTEM-IN BUILDING ACTIVITY : BACKFLOW DEVICE � �{-e�"Gd' NOTE: INSPECT[ONS 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 SYSTES,-PVB BACKFLOW DEVICE ENTER THE VALUTATION 5000 APPLICANT FIRE SPRINKLER-RESIDENT[AL 62.50 STATE SURCHARGE VAL OTHER 2.50 PRECISION PLUMBING&HEATING INC. TOTAL 65.00 4124 MACKENZIE CT 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- 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 this type of work shall be compied with whether or not speci6ed 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 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. V �� 1 _. �;� � �x,C��S� � i ��� i l k' Ap ic Permitee Signature Date Issued By Signature Date � � � �o��- ���� AUTOMATIC FIRE SPRINKLER PERMITS �, � � ,�. � i ;�4'; , v> Please Check One: RECEIVED �] New ❑ Addition ❑ Remodel ❑ Replace }�QY (j � ���� Backflow Device: ❑ AVB � PVB Job Site/Owner Information: CIN OF ORONO Site Address: (, '� s � ,��-.; s �� �� � , -=' Owner: S ��U�,�- �•-y Mailing Address: ►'� �7 p (3,-�� I< ��� - �-�� City: �),�y ��,� Zip: �j S 3 �� Home Phone: Alternate Phone: �. �� � �3(;�3- �-��_'" Contractor/Applicant Information: Contractor/App.: � ��r �, 5 : � C� �� � Contact Person: i"� (c< Tc , �_� -� Address: `�i s�`� I�v1�ti�i � �z ,�- �t State License#: �t"� o� �3-�� 1 City: � F r�; � �,.,t� Zip: ;� ;:y i t� Expiration Date: �� � I� Phone: ��i�'�� -��;�! � -� �+ ;� � Alternate Phone: (. �,�1� � ,_�, - � =, < <� TYPES OF FIRE SPRINKLER PERMITS ❑ Commercial–Fire Snrinkler �] Residential–Fire Sprinkler Fire Systems Permit L, Fire Systems Permit }�7 ���� .- c L *Base Price=Contract Price:$ � . ?l,'V x.0125 =$ � �' � (Minimum$50.00) *Surcharge=Contract Price: $ x.0005 =$ *Mail-In Fee(Only On Mail In Applications) _$ 2.00___,�. i ✓ *Total Cost of Permit: _$ �" �, , 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 State Fire Code and Standards,and certifies that all statements made on this application are complete,true and correct. ; , � �"� —_ �`��-���, �" 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. Rodrigue� ate ��� /,G Lic. No. 47116MN �� _ . . '�` AquaSAFETM FIRE SAFETY SYSTEM Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name : STONEBAY TOWNHOMES -One Head Calculation (H.2) Drawing : RESIDENTIAL Location : LOT 6 SANDSTONE CIRCLE ORONO MN Remote Area : 1 Contract : 19495F 003 Data File : 19495F 003 Stonebay Townhomes Lot 6.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 M Uponor Page 1 � STONEBAY TOWNHOMES-One Head Calculation (H.2) 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 003 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 - 17 Gpm System Type Listed Pres. at Start Point - 12 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 18 x 18 ( ) 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 17 Psi Required 47.4 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-One Head Calculation (H.2) Date 4/13/2016� City Water Suppiy: Demand: � C1 -Static Pressure : 62 D1 - Elevation : 12.560 C2 - Residual Pressure: 61 D2-System Flow : 16.974 C2 - Residual Flow : 1055 D2 -System Pressure : 47.403 Hose ( Demand ) � D3-System Demand : 16.974 Safety Margin : 14.596 150 140 130 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-One Head Calculation (H.2) Date 4/13/2016 Fitting Legend Abbrev. Name '/2 '/< 1 1%4 1'/z 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 " STOiVEBAY TOWNHOMES-One Head Calculation (H.2) Date 4/13l2016 SUPPLYANALYS/S Node at Static Residual Available Source Pressure Pressure Flow Pressure Tota/Demand Required Pressure STR 62.0 61 1055.0 62.0 16.97 47.403 NODE ANALYS/S Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.2 129.0 4.9 12.0 16.97 H.4 129.0 12.82 T.27 129.0 13.04 T.29 129.0 13.37 T.41 119.0 18.14 T.49 109.0 23.08 T.48 109.0 23.26 T.45 109.0 23.9 S.1 104.0 28.03 PRV 100.0 37.04 MTR 100.0 40.32 STR 100.0 47.4 H.3 129.0 12.5 T25 129.0 12.78 T.31 119.0 17.88 H.14 119.0 17.92 T.32 119.0 17.96 H.17 119.0 18.02 T.37 119.0 18.06 T.39 119.0 18.07 T.42 119.0 18.11 T.43 119.0 18.18 T.50 109.0 23.08 H.22 109.0 23.26 T.47 109.0 23.38 T.46 109.0 23.47 H.21 109.0 23.58 H.1 129.0 12.85 T.26 129.0 13.17 H.5 129.0 13.3 H.6 129.0 13.47 T.28 129.0 13.54 T.38 119.0 18.25 H.10 129.0 13.44 H.9 129.0 13.51 T.30 129.0 13.56 H.7 129.0 13.55 H.8 129.0 13.56 H.12 119.0 17.91 H.11 119.0 17.97 H.13 119.0 18.02 H.15 119.0 18.08 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 " Uponor Page 5 , STONEBAY TOWNHOMES-One Head Calculation (H.2) Date 4/13/2016 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.34 119.0 18.09 T.36 119.0 18.12 H.16 119.0 18.06 H.19 119.0 18.11 H.18 119.0 18.12 T.40 119.0 18.12 T.51 109.0 23.08 H.24 109.0 23.08 H.23 109.0 23.08 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - Final Calculations - Hazen-Williams Uponor Page 6 ' STONEBAY TOWNHOMES-One Head Calculation (H.2) 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.2 7.56 0.862 Utr 2.0 20.000 12.000 K Factor=4.90 to 150.0 0.0 2.000 0.0 H.4 7.56 0.0370 0.0 22.000 0.815 Vel = 4.16 H.4 0.0 0.862 Utr 2.0 4.000 12.815 to 150.0 0.0 2.000 0.0 T.27 7.56 0.0370 0.0 6.000 0.222 Vel = 4.16 T.27 0.0 0.862 Utr 2.0 7.000 13.037 to 150.0 0.0 2.000 0.0 T.29 7.56 0.0370 0.0 9.000 0.333 Vel = 4.16 T.29 -2.90 0.862 Utr 2.0 13.000 13.370 to 150.0 Utb 17.0 16.000 4.331 T.41 4.66 0.0151 0.0 29.000 0.439 Vel = 2.56 T.41 0.79 0.862 Utb 17.0 16.374 18.140 to 150.0 0.0 14.000 4.331 T.49 5.45 0.0202 0.0 30.374 0.614 Vel = 3.00 T.49 0.30 0.862 Utr 2.0 6.000 23.085 to 150.0 0.0 2.000 0.0 T.48 5.75 0.0224 0.0 8.000 0.179 Vel = 3.16 T.48 6.15 0.862 Utr 2.0 5.399 23.264 to 150.0 0.0 2.000 0.0 T.45 11.9 0.0857 0.0 7.399 0.634 Vel = 6.54 T.45 5.07 0.862 Utr 2.0 7.000 23.898 to 150.0 T 7.528 4.904 2.166 S.1 16.97 0.1653 0.0 11.904 1.968 Vel= 9.33 S.1 0.0 1.054 2E 2.44 2.000 28.032 to 150.0 0.0 2.440 8.732 ** Fixed Loss= 7 PRV 16.97 0.0622 0.0 4.440 0.276 Vel= 6.24 PRV 0.0 1.054 2E 2.44 2.000 37.040 to 150.0 0.0 2.440 3.000 ** Fixed Loss= 3 MTR 16.97 0.0622 0.0 4.440 0.276 Vel = 6.24 MTR 0.0 0.911 E 1.521 50.000 40.316 to 150.0 T 3.801 6.082 0.0 STR 16.97 0.1264 G 0.76 56.082 7.087 Vel = 8.35 0.0 16.97 47.403 K Factor= 2.46 H.2 9.42 0.862 Utr 2.0 7.000 12.000 to 150.0 0.0 2.000 0.0 H.3 9.42 0.0556 0.0 9.000 0.500 Vel = 5.18 H.3 0.0 0.862 0.0 5.000 12.500 to 150.0 0.0 0.0 0.0 T.25 9.42 0.0556 0.0 5.000 0.278 Vel = 5.18 T.25 -4.55 0.862 2Utb 34.0 18.752 12.778 to 150.0 0.0 28.000 4.331 T.31 4.87 0.0164 0.0 46.752 0.767 Vel = 2.68 T.31 -2.37 0.862 Utr 2.0 7.000 17.876 to 150.0 0.0 2.000 0.0 H.14 2.5 0.0048 0.0 9.000 0.043 Vel = 1.37 H.14 0.0 0.862 Utr 2.0 7.000 17.919 to 150.0 0.0 2.000 0.0 T.32 2.5 0.0048 0.0 9.000 0.043 Vel = 1.37 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams � Uponor Page 7 , STONEBAY TOWNHOMES -One Head Calculation (H.2) 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.32 0.0 0.862 Utr 2.0 11.000 17.962 to 150.0 0.0 2.000 0.0 H.17 2.5 0.0048 0.0 13.000 0.062 Vel = 1.37 H.17 0.0 0.862 Utr 2.0 5.000 18.024 to 150.0 0.0 2.000 0.0 T.37 2.5 0.0047 0.0 7.000 0.033 Vel = 1.37 T.37 -0.26 0.862 Utr 2.0 1.000 18.057 to 150.0 0.0 2.000 0.0 T.39 2.24 0.0040 0.0 3.000 0.012 Vel = 1.23 T.39 0.26 0.862 Utr 2.0 6.000 18.069 to 150.0 0.0 2.000 0.0 T.42 2.5 0.0048 0.0 8.000 0.038 Vel = 1.37 T.42 -0.76 0.862 2Utb 34.0 1.000 18.107 to 150.0 0.0 28.000 0.0 T.43 1.74 0.0024 0.0 29.000 0.071 Vel = 0.96 T.43 3.64 0.862 Utb 17.0 15.000 18.178 to 150.0 0.0 14.000 4.331 T.50 5.38 0.0198 0.0 29.000 0.573 Vel = 2.96 T.50 -0.30 0.862 Utr 2.0 8.000 23.082 to 150.0 0.0 2.000 0.0 H.22 5.08 0.0177 0.0 10.000 0.177 Vel = 2.79 H.22 0.0 0.862 Utr 2.0 5.000 23.259 to 150.0 0.0 2.000 0.0 T.47 5.08 0.0177 0.0 7.000 0.124 Vel = 2.79 T.47 0.0 0.862 Utr 2.0 3.000 23.383 to 150.0 0.0 2.000 0.0 T.46 5.08 0.0178 0.0 5.000 0.089 Vel = 2.79 T.46 0.0 0.862 Utr 2.0 4.000 23.472 to 150.0 0.0 2.000 0.0 H.21 5.08 0.0177 0.0 6.000 0.106 Vel = 2.79 H.21 0.0 0.862 Utb 17.0 4.000 23.578 to 150.0 0.0 14.000 0.0 T.45 5.08 0.0178 0.0 18.000 0.320 Vel = 2.79 0.0 5.08 23.898 K Factor= 1.04 T.25 4.55 0.862 Utr 2.0 3.000 12.778 to 150.0 0.0 2.000 0.0 H.1 4.55 0.0146 0.0 5.000 0.073 Vel = 2.50 H.1 0.0 0.862 Utr 2.0 20.000 12.851 to 150.0 0.0 2.000 0.0 T.26 4.55 0.0145 0.0 22.000 0.318 Vel = 2.50 T.26 0.0 0.862 Utr 2.0 7.000 13.169 to 150.0 0.0 2.000 0.0 H.5 4.55 0.0144 0.0 9.000 0.130 Vel = 2.50 H.5 0.0 0.862 Utr 2.0 10.000 13.299 to 150.0 0.0 2.000 0.0 H.6 4.55 0.0145 0.0 12.000 0.174 Vel = 2.50 H.6 0.0 0.862 Utr 2.0 3.000 13.473 to 150.0 0.0 2.000 0.0 T.28 4.55 0.0144 0.0 5.000 0.072 Vel = 2.50 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - Final Calculations - Hazen-Williams Uponoc + Page 8 ' STONEBAY TOWNHOMES-One Head Calculation (H.2) 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.28 -0.75 0.862 Utr 2.0 20.000 13.545 to 150.0 Utb 17.0 16.000 4.331 T.38 3.8 0.0104 0.0 36.000 0.375 Vel = 2.09 T.38 2.35 0.862 Utb 17.0 13.000 18.251 to 150.0 0.0 14.000 4.331 T.48 6.15 0.0253 0.0 27.000 0.682 Vel = 3.38 0.0 6.15 23.264 K Factor= 1.28 T.29 2.90 0.862 Utr 2.0 9.000 13.370 to 150.0 0.0 2.000 0.0 H.10 2.9 0.0063 0.0 11.000 0.069 Vel = 1.59 H.10 0.0 0.862 0.0 11.000 13.439 to 150.0 0.0 0.0 0.0 H.9 2.9 0.0063 0.0 11.000 0.069 Vel = 1.59 H.9 0.0 0.862 Utr 2.0 6.000 13.508 to 150.0 0.0 2.000 0.0 T.30 2.9 0.0062 0.0 8.000 0.050 Vel = 1.59 T.30 0.74 0.862 Utr 2.0 14.134 13.558 to 150.0 Utb 17.0 16.000 4.331 T.43 3.64 0.0096 0.0 30.134 0.289 Vel = 2.00 0.0 3.64 18.178 K Factor= 0.85 T.28 0.74 0.862 Utr 2.0 7.000 13.545 to 150.0 0.0 2.000 0.0 H.7 0.74 0.0006 0.0 9.000 0.005 Vel = 0.41 H.7 0.0 0.862 Utr 2.0 11.000 13.550 to 150.0 0.0 2.000 0.0 H.8 0.74 0.0005 0.0 13.000 0.006 Vel = 0.41 H.8 0.0 0.862 Utr 2.0 2.000 13.556 to 150.0 0.0 2.000 0.0 T.30 0.74 0.0005 0.0 4.000 0.002 Vel = 0.41 0.0 0.74 13.558 K Factor= 0.20 T.31 2.37 0.862 Utr 2.0 6.000 17.876 to 150.0 0.0 2.000 0.0 H.12 2.37 0.0044 0.0 8.000 0.035 Vel = 1.30 H.12 0.0 0.862 Utr 2.0 11.000 17.911 to 150.0 0.0 2.000 0.0 H.11 2.37 0.0044 0.0 13.000 0.057 Vel = 1.30 H.11 0.0 0.862 Utr 2.0 10.000 17.968 to 150.0 0.0 2.000 0.0 H.13 2.37 0.0043 0.0 12.000 0.052 Vel = 1.30 H.13 0.0 0.862 Utr 2.0 11.000 18.020 to 150.0 0.0 2.000 0.0 H.15 2.37 0.0043 0.0 13.000 0.056 Vel = 1.30 H.15 0.0 0.862 Utr 2.0 2.000 18.076 to 150.0 0.0 2.000 0.0 T.34 2.37 0.0045 0.0 4.000 0.018 Vel = 1.30 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - Uponor Page 9 , STONEBAY TOWNHOMES-One Head Calculation (H.2) 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.34 0.0 0.862 Utr 2.0 5.000 18.094 to 150.0 0.0 2.000 0.0 T.36 2.37 0.0043 0.0 7.000 0.030 Vel = 1.30 T.36 -0.03 0.862 2Utb 34.0 2.000 18.124 to 150.0 0.0 28.000 0.0 T.38 2.34 0.0042 0.0 30.000 0.127 Vel = 1.29 0.0 2.34 18.251 K Factor= 0.55 T.37 0.25 0.671 Utb 17.0 7.000 18.057 to 150.0 Utr 2.0 19.000 0.0 H.16 0.25 0.0002 0.0 26.000 0.006 Vel = 0.23 H.16 0.0 0.671 Utb 17.0 8.000 18.063 to 150.0 0.0 17.000 0.0 T.39 0.25 0.0002 0.0 25.000 0.006 Vel = 0.23 0.0 0.25 18.069 K Factor= 0.06 T.42 0.75 0.862 Utr 2.0 9.000 18.107 to 150.0 0.0 2.000 0.0 H.19 0.75 0.0005 0.0 11.000 0.006 Vel = 0.41 H.19 0.0 0.862 0.0 11.000 18.113 to 150.0 0.0 0.0 0.0 H.18 0.75 0.0005 0.0 11.000 0.006 Vel = 0.41 H.18 0.0 0.862 Utr 2.0 8.000 18.119 to 150.0 0.0 2.000 0.0 T.40 0.75 0.0005 0.0 10.000 0.005 Vel = 0.41 T.40 0.04 0.862 2Utb 34.0 1.000 18.124 to 150.0 0.0 28.000 0.0 T.41 0.79 0.0006 0.0 29.000 0.016 Vel = 0.43 0.0 0.79 18.140 K Factor= 0.19 T.36 0.03 0.862 Utr 2.0 5.000 18.124 to 150.0 0.0 2.000 0.0 T.40 0.03 0.0 0.0 7.000 0.0 Vel = 0.02 0.0 0.03 18.124 K Factor= 0.01 T.50 0.30 0.862 Utr 2.0 1.000 23.082 to 150.0 0.0 2.000 0.0 T.51 0.3 0.0 0.0 3.000 0.0 Vel = 0.16 T.51 0.0 0.862 Utr 2.0 4.000 23.082 to 150.0 0.0 2.000 0.0 H.24 0.3 0.0002 0.0 6.000 0.001 Vel = 0.16 H.24 0.0 0.862 0.0 17.000 23.083 to 150.0 0.0 0.0 0.0 H.23 0.3 0.0001 0.0 17.000 0.001 Vel = 0.16 H.23 0.0 0.862 Utr 2.0 4.000 23.084 to 150.0 0.0 2.000 0.0 T.49 0.3 0.0002 0.0 6.000 0.001 Vel = 0.16 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 � Final Calculations - Hazen-Williams , Uponor� Page 10 STONEBAY TOWNHOMES-One Head Calculation (H.2) 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 0.30 23.085 K Factor= 0.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 _ ✓ DATE TIME CITY OF ORONO CALLED IN 'gLJ�� INSPECTION�IOJI�E O��� SCHEDULED / O D PERMIT NO.l-�X COMPLETED ADDRESS � .S $ ��..�.Qs -I-er. � C���..<< OWNER TEL�PHONE NO. CONTRACTOR ��-�-�.r-�� ..s.��.�-�.•. � DESCRIPTION T���' r 11..r.��.c.,Y /2 tV ❑ 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 � ❑ FINAL ❑WATER HOOK-UP ❑ FOLLOW-UP ? ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 O'NfNERfCONTMCTOR TO MEET Y�U:_YES_NO � COMMENTS:�n,-c�..1c�,v- �L � ,e.r � � — G...d � 0 � 0 W � Q � � W � J � �VYORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE W ❑CORRECT WORK�PROCEED O ISSUE CERTIFICATE OF OCCUPANCY � O CORRECTYYORK,CALL FOR REINSPECTION TEMPORARY V BEFORECONERING PERMANENT ❑C�RRECT UNSAFE CONDITION WITHIN HOURS. ❑pHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED O STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContra r on site• inspector: '�— wnne coarn��ecsors F��s Canary CopylSlte Notkx ��� � J DATE TIME CITY OF ORONO CALLED IN _� INSPECTION����E �, f� scH�uLED � �S�_ PERMIT NO. J�� `� COMPLETED ADDRESS � 01AINER TELEPHONE NO. r—��7�`� � CONTRA��R C�CSt C,� �I CsZr,r1L� � DESCRIPTION ln � ty ❑ 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 _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OMINERICONTRACTOR TO MEET Y�OU:_YES_NO � COMMENTS: 4 � Ll��i /yl I� C °� 0 � 0 W � Q � � W � j W ❑WOFtK SATISFACTORY:PROCEED ECT COMPLETE � ❑CORRECT WORK 3 PROCEED ❑1 E CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOAIERING PERMANENT ❑C�RRECT UNSAFE CONDITION WITHIN HOURS. p p f{pT0 TAKEN INSPECTOR YVILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ��TATION ISSUED ❑INSPECTION REWIRED.CALL TO ARRANGE ACCESS. Cafl for the next inspection 24 hours in advance. (952) 249-4600 on site: Inspector. Whits CcPYnnspecto�'s FlM c.nary CopyfSite Nafes