The URL can be used to link to this page

Home My WebLink About2015-00711 - bldg sprinkler system I � �� CITY OF ORONO � l �- " 2750 KELLEY PARKWAY * ��E ISSUED: 07/9/2015 * ORONO, MN 55356- (952) 249-4600 FAX: 952) 249-4616 ADDRESS . 3423 SHORELINE DR PIN : 20-117-23-12-0034 LEGAL DESC : REG. LAND SURVEY NO. 1422 : LOT 000 BLOCK 000 PERMIT TYPE : FIRE SYSTEMS PROPERTY TYPE : COMMERCIAL- BUSINESS CONSTRUCTION TYP : SPRINKLER SYSTEM- IN BUILDING NOTE: [NSPECTIONS ARE ONE BY F[RE MARSHALL,JAMES VAN EYLL. PLEASE CALL JAMES VAN YLL DIRECTLY AT:(952)473-9701 TO SET UP AN INSPECT[ON. HIS PERMIT IS FOR 3425 SHORELINE DR IN SAME BUILDING. ENT LUTATIO 34500 APPLICANT FIRE SPRINKLER-COMMERCIAL 431.25 STATE SURCHARGE VAL OTHER 17.25 INF[NITY FIRE PROTECTION TOTAL 448.50 1110 9TH ST SE NEW PRAGUE, MN 56071- Payment(s) (612)224-1643 CREDIT CARD 5072 448.50 Minnesota State License#: FIRE-C-141 OWNER Brook[nvestment Group LLC 34321 MYRTLE LA UNION CITY,CA 94587- 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 onty the work described and does not grant permission for additional or related work which requices separate permits. Al)provisions of laws and ordinances governing 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 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 revo at any time for due caus� �1r '� �� `� I � ��1 f\ ��1 � ; ��,�� . � �_ , � �-l� � Applicant Permitee Signature Date Issued By Signat e Date FOR ITY USE ONLY ��l�J City of Orono �. Date Received: a � Permit# ��5"�� j� • 0 P.O.Box 66 l��Yj . ,"��V -" 2750 Kelley Parkway Amount: $ � � Crystal Bay,MN 55323 Approved By: .1� �� y � (952)249-4600 F �, Recommends: A roval Denial ❑ `9kf5H�� Y ' �r� � �� t �� CITY OF ORONO —AUTOMATIC FIRE SPRINKLER/GENERAL PERMIT (All permits must be approved by the Fire Niarshall 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 minimum of 7 davs bef�>re start of work. 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: w�vw.ci.orono.mn.us 3. All systems shall be designed, installed and maintained to N.F.P.A.-13,NF.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 far 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 ar 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 %2 gate valves installed with 2 '/z x 1 '/2 caps. AUTOMATIC FIRE SPRINKLER PERMITS , '- Please Check One: �] New ❑ Addition ❑ Remodel ❑ Replace Job Site / Owner Information: Site Address: 3�i�5 Si�,;-c�.,�2 ,>tt�u� Owner: ,` �,�,;;-_��,,�� ., Mailing Address: City: �,�E,,.� Zip: �S 3�] Home Phone: L� �� - y�n "�j 1 (n� Alternate Phone: �15�'�� -�`� Contractor/Applicant Information: Contractor/App.: ��.�'.w;�� 2�r��:k��-Y, Contact Person: �e{ �t��.,;1-e Address: �i�t� ��' �+ � State License #: S' - t�l,f City: � Zip: — d� Expiration Date: Co-�t�-� aolS Phone: („�a � a��l -l(c�{3 Alternate Phone: ��- 7.575 -S?al TYPES OF FIRE SPRINKI.ER PERMITS Q Commercial—Fire Sprinkler ❑ Residential—Fire Sprinkler Fire Systems Pertnit Fire Systems Permit �_ * Base Price=Contract Price: $�(�Q x.0125 =$ `'�� , Z5 (Minimum$50.00) 00 * Surcharge=Contract Price: $�'��Q�— x .0005 =$ � 7. ZS * Mail-In Fee(Only On Mail In Applications) _$ � �� Cj�t U''�' * Total Cost of Permit: _$ �-� �y� , ' � � �`� v 1 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. �:.��1�.�� ,��a�aols Applicant Date . Zo15 • o0'7 ► 1 Page 1 OREILLY SALES Date HYDRAULIC CALCULATIONS for Projectname: OREILLY BUILDING �� Location: 3425 SHORELINE DRIVE, ORONO, MN �� Drawing no: 1 � D - -2 1 �� ate: 6 3 0 5 � � Design Remote area number: 2 Remote area location: SALES FLOOR Occupancy classification: ORDINARY GROUP 2 Density: .20-Gpm/SqFt Area of application: 1100-SqFt Coverage persprinkler: 130-SqFt Type ofsprinklers calculated: QR UPRIGHT No. of sprinklers calculated: 10 In-rack demand: -GPM Hose streams: 250-GPM Tota/water required(including hose streams): 535.52-GPM @ 49.28 - Psi Type ofsystem: WET Volume of dry or preaction system: -Gal Water supply information Date: 6-2015 Location: BACK OF BUILDING Source: CITY WATER DEPT/CUSTOM DESIGN Name of contractor: INFINITY FIRE PROTECTION Address: 1110 9TH STREET N.E. NEW PRAGUE, MN 56071 Phone number. 612-224-1643 Name of designer: Doug Carlson Authority having jurisdiction: CITY Notes: (include peaking information or gridded systems here.) Water Supply Curve C Page 2 OREILLY SALES Date City Water Supply: Demand: C1 -Static Pressure : 62 D1 - Elevation : 8.662 C2-Residual Pressure: 50 D2-System Flow : 285.523 C2-Residual Flow : 1235 D2-System Pressure : 49.281 Hose( Demand) : 250 D3-5ystem Demand : 535.523 Safety Margin : 10.161 150 140 130 P 120 R 110 E 100 g 90 S 80 U 70 C1 R 60 2 C2 E 50 40 30 20 10 D1 200 400 600 800 1000 1200 1400 1fi00 1800 FLOW( N^ 1.85) Computer Programs by Hydratec 1nc. Route 117 Windham N.H. USA 03087 Fittings Used Summary Page 3 OREILLY SALES Date Fitting Legend Abbrev. Name '/: '/. 1 1%, 1'/: 2 2'/z 3 3'/z 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 1 90'Grvd-�c Elbow#10 0 0 2 3 4 3.5 6 5 8 7 8.5 90 13 17 20 23 25 33 36 40 J 90'Tee-Branch Grv�c#20 0 0 4.5 6 8 8.5 10.8 13 17 16 21 25 33 41 50 65 78 88 98 120 S NFPA 13 Swing Chedc 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with ". The fittings marked with a 'show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a"will be adjusted in the calculation fo�CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 113 Windham N.H. USA 03087 Pressure / Flow Summary- STANDARD � Page 4 OREILLY SALES Date Node Elevation K-Fact Pt Pn Flow Density Area Press Na _ __Actual __Actual __ Req. 20 20.0 5.6 27.6 na 29.42 0.2 130 7.0 14 20.0 5.6 21.56 na 26.0 0.2 130 7.0 15 20.0 5.6 21.72 na 26.1 0.2 130 7.0 16 20.0 5.6 22.33 na 26.46 0.2 130 7.0 17 20.0 5.6 23.62 na 27.22 0.2 130 7.0 18 20.0 27.81 na 27 20.0 5.6 30.49 na 30.92 0.2 130 7.0 21 20.0 5.6 28.12 na 29.7 0.2 130 7.0 22 20.0 5.6 28.19 na 29.73 0_2 130 7.0 23 20.0 5.6 28.42 na 29.86 0.2 130 7.0 24 20.0 5.6 28.92 na 30.12 0.2 130 7.0 25 20.0 30.56 na 19 20.0 32.64 na 26 20.0 32.7 na 28 20.0 34.61 na 29 10.0 39.78 na BAS 2.0 44.24 na SPG 0.0 46.31 na HYD 0.0 46.63 na 250.0 CITY 0.0 49.28 na The maximum velocity is 18.5 and it occurs in the pipe between nodes 18 and 19 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 5 OREILLY SALES Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *****'�* Notes *'"""** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 20 29.42 1.728 0.0 9.000 27.602 K Factor=5.60 to 120.0 0.0 0.0 0.0 18 29.42 0.0233 0.0 9.000 0.210 Vel= 4.02 ----- ------ ---- 0.0 ---- 29.42 27.812 K Factor= 5.58 14 26.00 1.728 0.0 9.000 21.556 K Factor= 5.60 to 120.0 0.0 0.0 0.0 15 26.0 0.0187 0.0 9.000 0.168 Vel= 3.56 15 26.10 1.728 0.0 9.000 21.724 K Factor=5.60 to 120.0 Q.0 0.0 0.0 16 52.1 0.0672 0.0 9.000 0.605 Ve1= 7.13 16 26.46 1.728 0.0 9.000 22.329 K Factor= 5.60 to 120.0 0.0 0.0 0.0 17 78.56 0.1439 0.0 9.000 1.295 Vel= 10.75 17 27.22 1.728 J 11.29 5.500 23.624 K Factor= 5.60 to 120.0 0.0 11.290 0.0 1$ 105.7$ 0.2494 0.0 16.790 4.188 Vel= 14.47 18 29.42 1.728 T 11.29 1.000 27.812 to 120.0 0.0 11.290 0.0 19 135.2 0.3928 0.0 12.290 4.827 Vel= 18.50 -- 0.0 ------- ---- - --- - - - 135.20 32.639 K Factor= 23.67 - ---__--- - 27 30.92 2.203 0.0 9.000 30.489 K Factor= 5.60 to 120.0 0.0 0.0 0.0 25 30.92 0.0079 0.0 9.000 0.071 Vel= 2.60 0.0 30.92 30.560 K Factor= 5.59 21 29.70 2.203 0.0 9.000 28.120 K Factor= 5.60 to 120.0 0.0 0.0 0.0 22 29.7 0.0073 O.Q 9.000 0.066 Vel= 2.50 22 29.73 2.203 0.0 9.000 28.186 K Factor=5.60 to 120.0 0.0 0.0 0.0 23 59.43 0.0262 0.0 9.000 0.236 Vel= 5.00 23 29.85 2.203 0.0 9.000 28.422 K Factor= 5.60 to 120.0 0.0 0.0 0.0 24 89.28 0.0559 0.0 9.000 0.503 Vel= 7.51 24 30.12 2.203 J 11.593 5.500 28.925 K Factor=5.60 to 120.0 0.0 11.593 0.0 25 119.4 0.0957 0.0 17.093 1.635 Vel= 10.05 25 30.92 2.203 T 13.639 1.000 30.560 to 120.0 0.0 13.639 0.0 26 150.32 0.1464 0.0 14.639 2.143 Vel= 12.65 0.0 150.32 32.703 K Factor= 26.29 19 135.20 4.31 0.0 14.000 32.639 to 120.0 0.0 0.0 0.0 26 135.2 0.0046 0.0 14.000 0.064 Vel= 2.97 26 150.32 4.31 J 22.299 82.000 32.703 to 120.0 0.0 22.299 0.0 28 285.52 0.0183 0.0 104.299 1.906 Vel= 6.28 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams . Page 6 OREILLY SALES Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *•*'"""k Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 2$ 0.0 4.31 I 9.756 14.000 34.609 to 120.0 J 22.299 32.055 4.331 29 285.52 0.0183 0.0 46.055 0.841 Vel= 6.28 --..---__._.��_. ___-- _ ___ _- -_ :- __ __-__ 29 0.0 4.31 31 29.268 25.000 39.781 to 120.0 0.0 29.268 3.465 BAS 285.52 0.0183 0.0 54.268 0.991 Vel= 6.28 ---__--- ---- --- - - BAS 0.0 4.31 2B 33.449 2.000 44.237 to 120.0 S 30.661 64.110 0.866 SPG _285.52 0.0183 ___ 0.0 66.110 1.208 Vel= 6.28 SPG 0.0 6.16 21 28.692 100.000 46.311 to 140.0 G 4.304 32.996 0.0 HYD 285.52 0.0024 0.0 132.996 0.321 Vel= 3.07 HYD 250.00 6.16 T 43.037 300.000 46.632 Qa=250 to 140.0 0.0 43.037 0.0 CITY 535.52 0.0077 0.0 343.037 2.649 Vel= 5.77 0.0 ____ 535.52 ____ __ _ 49.281 K Factor= 76.28 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 * . Zo� �-oo� � � Page 1 LOWER LEVEL GARAGE Date HYDRAULIC CALCULATIONS for �z� ,�,�,�� V� � �� Projectname: OREIL�Y BUILDING Location: 3425 SHORELINE DRIVE, ORONO, MN Drawing no: 1 Date: 6-3-2015 Design Remote area number: 3 Remote area location: GARAGE LOWER LEVEL Occupancy classification: ORDINARY GROUP 2 Density: .20 -Gpm/SqFt Area of application: 900-SqFt Coverage per sprinkler: 256-SqFt Type of sprinklers ca/culated: EC-14 UPRIGHTS No, of sprinklers calculated: 10 In-rack demand: -GPM Hose streams: 250-GPM Total water required(including hose streams): 495.40-GPM @ 47.57- Psi Type of system: WET Volume of dry or preaction system: -Gal Water supply information Date: 6-2015 Location: BACK OF BUILDING Source: CITY WATER DEPT/CUSTOM DESIGN Name of contractor: INFINITY FIRE PROTECTION Address: 1110 9TH STREET N.E. NEW PRAGUE, MN 56071 Phone number: 612-224-1643 Name of designer: Doug Carlson Authority having jurisdiction: CITY Notes:(Include peaking information or gridded systems here.) Water Supply Curve C Page 2 LOWER LEVEL GARAGE Date City Water Suppiy: Demand: C1 -Static Pressure : 62 D1 -Elevation : 4.331 C2 - Residual Pressure: 50 D2-System Flow : 245.401 C2- Residual Flow : 1235 D2 -System Pressure : 47.578 Hose(Demand) :250 D3-System Demand : 495.401 Safety Margin : 12.207 150 140 130 p 120 R 110 E 100 S 90 S 80 � �� C1 R 60 C2 E 50 40 D3 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 Page 3 LOWER LEVEL GARAGE Date Fitting Legend Abbrev. Name '/: '/. 1 1'/. 1'/z 2 2'/z 3 3'/: 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 G PIFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 1 90'Grvd-Vic Elbow#10 0 0 2 3 4 3.5 6 5 8 7 8.5 10 13 17 20 23 25 33 36 40 J 90'Tee-Branch Grv Vic#20 0 0 4.5 6 8 8.5 '10.8 13 17 16 21 25 33 41 50 65 78 88 98 120 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a"show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a"will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Page 4 LOWER LEVEL GARAGE Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. _ _Actual __ _ _ Actual ____ Req. _ 31 10.0 5.6 21.56 na 26.0 0.2 130 7.0 32 10.0 5.6 21.7 na 26.09 0.2 130 7.0 33 10.0 5.6 2224 na 26.41 0.2 130 7.0 34 10.0 5.6 23.39 na 27.08 0.2 130 7.0 35 10.0 5.6 25.38 na 28.21 0.2 130 7.0 37 10.0 5.6 24.09 na 27.49 0.2 130 7.0 38 10.0 5.6 24.25 na 27.58 0.2 130 7.0 39 10.0 5.6 24.85 na 27.92 0.2 130 7.0 40 10.0 5.6 26.12 na 28.62 0.2 130 7.0 3fi 10.0 30.89 na 41 10.0 36.19 na 54 10.0 36.58 na 59 10.0 36.77 na 63 10.0 37.29 na 29 10.0 39.05 na BAS 2.0 43.26 na SPG 0.0 45.04 na HYD 0.0 45.28 na 250.0 CITY 0.0 47.58 na The maximum velocity is 20.66 and it occurs in the pipe between nodes 36 and 41 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 5 LOWER LEVEL GARAGE Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "'`**"'"* Notes *""'"'"` Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 31 26.00 1.728 0.0 8.000 21.556 K Factor=5.60 to 120.0 0.0 0.0 0.0 32 26.0 0.0186 0.0 8.000 0.149 Vel= 3.56 32 26.09 1.728 0.0 8.000 21.705 K Factor=5.60 to 120.0 0.0 0.0 0.0 33 52.09 0.0672 0.0 8.000 0.538 Ve1= 7.13 33 26.41 1.728 0.0 8.000 22.243 K Factor=5.60 to 120.0 O.Q 0.0 0.0 34 78.5 0.1436 0.0 8.000 1.149 Vel= 10.74 34 27.08 1.728 0.0 8.000 23.392 K Factor=5.60 to 120.0 0.0 0.0 0.0 35 105.58 0.2486 0.0 8.000 1.989 Vel= 14.44 35 28.22 1.728 J 11.29 3.000 25.381 K Factor=5.60 to 120.0 0.0 11.290 0.0 36 133.8 0.3852 0.0 14.290 5.505 Vel= 18.30 0.0 133.80 30.886 K Factor= 24.08 37 27.49 1.728 0.0 8.000 24.089 K Factor= 5.60 to 920.0 0.0 0.0 0.0 38 27.49 0.0206 0.0 8.000 0.165 Vel= 3.76 38 27.57 1.728 0.0 8.000 24.254 K Factor= 5.60 to 120.0 0.0 0.0 0.0 39 55.06 0.0745 0.0 8.000 0.596 Vel= 7.53 39 27.92 1.728 0.0 8.000 24.850 K Factor=5.60 to 120.0 0.0 0.0 0.0 40 82.98 0.1592 0.0 8.000 1.274 Vel= 11.35 40 28.62 1.728 J 1129 6.000 26.124 K Factor= 5.60 to 120.0 0.0 11.290 0.0 36 111.6 0.2754 0.0 17.290 4.762 Vel= 15.27 36 133.80 2.203 T 13.639 1.000 30.886 to 120.0 0.0 13.639 0.0 41 245.4 0.3627 0.0 14.639 5.309 Vel= 20.66 0.0 245.40 36.195 K Factor= 40.79 41 245.40 4.31 0.0 28.000 36.195 to 120.0 0.0 0.0 0.0 54 245.4 0.0138 0.0 28.000 0.386 Vel= 5.40 54 0.0 4.31 0.0 14.000 36.581 to 120.0 0.0 0.0 0.0 59 245.4 0.0138 0.0 14.000 0.193 Vel= 5.40 59 0.0 4.31 21 19.512 18.000 36.774 to 120.0 0.0 19.512 0.0 63 245.4 0.0138 0.0 37.512 0.518 Vel= 5.40 63 0.0 4.31 J 22.299 105.000 37.292 to 120.0 0.0 22.299 0.0 29 245.4 0.0138 0.0 127.299 1.758 Vel= 5.40 29 0.0 4.31 31 29.268 25.000 39.050 to 120.0 0.0 29.268 3.465 BAS 245.4 0.0138 0.0 54.268 0.749 Vel= 5.40 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Finai Calculations - Hazen-Williams Page 6 LOWER LEVEL GARAGE Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ""*'**' Notes ""***" Point Qt Pf/Ft Eqv. Ln. Total Pf Pn BAS 0.0 4.31 2B 33.449 2.000 43.264 to 120.0 S 30.661 64.110 0.866 SPG 245.4 0.0138 0.0 66.110 0.912 Vel= 5.40 SPG 0.0 6.16 21 28.692 100.000 45.042 to 140.0 G 4.304 32.996 0.0 HYD 245.4 0.0018 0.0 132.996 0.243 Vel= 2.64 HYD 250.00 6.16 T 43.037 300.000 45.285 Qa=250 to 140.0 0.0 43.037 0.0 CITY 495.4 0.0067 0.0 343.037 2.293 Vel= 5.33 0.0 495.40 47.578 K Factor= 71.82 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 , Zo�s- �o-� 11 Page 1 LIQUOR STORE Date HYDRAULIC CALCULATfONS for � � R� ,� Project name: OREILLY BUILDING �� Location: 3425 SHORELINE DRIVE, ORONO, MN �� Drawing no: 1 Date: 6-3-2015 Design Remote area number: 1 Remote area location: LIQUOR STORE Occupancy classi�cation: ORDINARY GROUP 2 Density: .20-Gpm/SqFt Area of application: 900-SqFt Coverage persprinkler: 120-SqFt Type of sprinklers calculated: QR UPRIGHT No, of sprinklers calculated: 9 !n-rack demand: -GPM Hose streams: 250-GPM Total water required(including hose streams): 472.03-GPM @ 46.18- Psi Type of system: WET Volume of dry or preaction system: -Gal Water supply information Date: 6-2015 Location: BACK OF BUILDING Source: CITY WATER DEPT/CUSTOM DESIGN Name of contractor. INFINITY FIRE PROTECTION Address: 1110 9TH STREET N.E. NEW PRAGUE, MN 56071 Phone number. 612-224-1643 Name of designer: Doug Carlson Authority having jurisdiction: CITY Notes:(lnclude peaking information or gridded systems here.) Water Supply Curve C Page 2 LIQUOR STORE Date City Water Supply: Demand: C1 -Static Pressure : 62 D1 - Elevation : 8.662 C2 -Residual Pressure: 50 D2-System Flow : 222.031 C2 -Residual Flow : 1235 D2 -System Pressure : 46.182 Hose ( Demand) : 250 D3-System Demand :472.031 Safety Margin : 13.792 150 140 130 p 120 R 110 E 100 S 90 S 80 � �� C1 R s� C2 E 50 40 3 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 Page 3 11QUOR STORE Date Fitting Legend Abbrev. Name '/: '/. 1 1'/. 1'/: 2 2'/: 3 3'/2 4 5 6 S 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 I 90'Grvd-Vc Elbow#10 0 0 2 3 4 3.5 B 5 8 7 8.5 10 13 17 20 23 25 33 36 40 J 90'Tee-Branch Grv Vic#20 0 0 4.5 6 8 8.5 10.8 13 17 16 21 25 33 41 50 65 78 88 98 120 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T tdFPA 13 90'Flow thru Tee 3 4 5 6 S 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equiva�ent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with*. The fittings marked with a*show equivalent Isngths values s�pplied by manufacturers based on specific pipe diameters and CFactars and they require no adjustment. All values for fittings not marked with a*wi�l be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 11� Windham N.H. USA 03087 Pressure / Flow Summary- STANDARD Page 4 LIQUOR STORE Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. --------Actual _ Actual - --- ------ Rey_- DP 0.0 5.6 18.37 na 24.0 0.2 120 7.0 1 20.0 K=K�DPi 19.79 na 24.0 2 20.0 K=K@ DP1 20.0 na 24.13 3 20.0 K=K�DP1 20.79 na 24.6 4 20.0 23.73 na 6 20.0 K=K@ DP1 20.64 na 24.51 7 20.0 K=K@ DP1 21.09 na 24.78 8 20.0 K=K@ DP1 21.91 na 25.25 10 20.0 K=K@ DP1 20.76 na 24.58 11 20.0 K=K@ DP1 21.21 na 24.85 12 20.0 K=K�DP1 22.03 na 25.33 5 20.0 29.22 na 9 20.0 29.26 na 13 20.0 29.42 na EL 20.0 31.73 na 19 20.0 31.86 na 26 20.0 32.03 na 28 20.0 33.28 na 29 10.0 38.15 na BAS 2.0 42.26 na SPG 0.0 43.88 na HYD 0.0 44.08 na 250.0 CITY O.Q 46.18 na The maximum velocity is 10.73 and it occurs in the pipe between nodes 12 and 13 Computer Programs by Hydratec Inc. Etoute 111 Windham N.H. USA 03087 Finai Calculations - Hazen-Williams Page 5 LIQUOR STORE Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ***""** Notes '***** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn DP 24.00 1.104 E 2.565 1.000 18.367 K Factor=5.60 to 120.0 T 6.413 8.978 0.0 DP1 24.0 0.1422 0.0 9.978 1.419 Vel= 8.04 0.0 24.00 19.786 K Factor= 5.40 1 24.00 1.687 0.0 12.000 19.786 K Factor @ node DP1 to 120.0 0.0 0.0 0.0 2 24.0 0.0180 0.0 12.000 0.216 Vel= 3_44 2 24.13 1.687 0.0 12.000 20.002 K Factor @ node DP1 to 120.0 0.0 0.0 0.0 3 48.13 0.0653 0.0 12.000 0.784 Vel= 6.91 3 24.60 1.687 I 5.022 16.000 20.786 K Factor @ node DP1 to 120.0 0.0 5.022 0.0 4 72.73 0.1402 0.0 21.022 2.948 Vel= 10.44 4 0.0 1.687 { 5.022 14.000 23.734 to 120.0 J 10.044 25.110 0.0 5 72.73 0.14Q2 T 10.044 39.110 5.483 Vel= 10.44 0.0 72.73 29.217 K Factor= 13.46 6 24.51 1.687 21 10.044 14.000 20.637 K Factor @ node DP1 to 120.0 0.0 10.044 0.0 7 24.51 0.0188 0.0 24.044 0.451 Vel= 3.52 7 24.78 1.687 0.0 12.000 21.088 K Factor @ node DP1 to 120.0 0.0 0.0 0.0 8 49.29 0.0682 0.0 12.000 0.819 Vel= 7.07 8 25.25 1.687 J 10.044 30.000 21.907 K Factor Q node DP1 to 120.0 T 10.044 20.088 0.0 9 74.54 0.1467 0.0 50.088 7.350 Vel= 10.70 0.0 74.54 29.257 K Factor= 13.78 10 24.58 1.687 21 10.044 14.000 20.758 K Factor @ node DP1 to 120.0 0.0 10.044 0.0 11 24.58 0.0188 0.0 24.044 0.453 Vel= 3.53 11 24.85 1.687 0.0 12.000 21.211 K Factor @ node DP1 to 120.0 0.0 0.0 0.0 12 49.43 0.0687 0.0 12.000 0.824 Vel= 7.09 12 25.33 1.687 J 10.044 30.000 22.035 K Factor @ node DP1 to 120.0 T 10.044 20.088 0.0 13 74.76 0.1475 0.0 50.088 7.389 Vel= 10.73 0.0 74.76 29.424 K Factor= 13.78 5 72.73 3.26 0.0 7.000 29.217 to 120.0 0.0 0.0 0.0 9 72.73 0.0057 0.0 7.000 0.040 Vel= 2.80 9 74.54 3.26 0.0 8.000 29.257 to 120.0 0.0 0.0 0.0 13 147.27 0.0209 0.0 8.000 0.167 Vel= 5.66 13 74.76 3.26 51 33.599 18.000 29.424 to 120.0 0.0 33.599 0.0 EL 222.03 0.0447 0.0 51.599 2.306 Vel= 8.53 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Caiculations - Hazen-Williams � Page 6 LIQUOR STORE Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "****"" Notes *"'�** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn EL 0.0 4.26 0.0 11.000 31.730 to 120.0 0.0 0.0 0.0 19 222.03 0.0121 0.0 11.000 0.133 Vel= 5.00 �- � --�,�______._�__�_-__-__.__ __ 19 0.0 4.26 0.0 14.000 31.863 to 120.0 0.0 0.0 0.0 26 222.03 0.0121 0.0 14.000 0.170 Vel= 5.00 26 0.0 4.26 J 21.067 82.000 32.033 to 120.0 0.0 21.067 0.0 28 222.03 0.0121 0.0 103.067 1.252 Vel= 5.00 28 0.0 4.26 I 9.217 14.000 33.285 to 120.0 J 21.067 30.284 4.331 29 222.03 0.0121 0.0 44.284 0.537 Vel= 5.00 29 0.0 4.26 31 27.651 25.000 38.153 to 120.0 0.0 27.651 3.465 BAS 222.03 0.0122 0.0 52.651 0.640 Vel= 5.00 BAS 0.0 4.26 26 31.601 2.000 42.258 to 120.0 S 28.968 60.569 0.866 SPG 222.03 0.0121 0,0 62.569 0.759 Vel= 5.00 SPG 0.0 6.16 21 28.692 100.000 43.883 to 140.0 G 4.304 32.996 0.0 HYD 222.03 0.0015 0.0 132.996 0.202 Vel= 2.39 HYD 250.00 6.16 T 43.037 300.000 44.085 Qa=250 to 140.0 0.0 43.037 0.0 CITY 472.03 0.0061 0.0 343.037 2.097 Vel= 5.08 0.0 472.03 46.182 K Factor= 69.46 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Page 1 LOWER LEVEL RETAIL Date HYDRAULlC CALCULATIONS for Project name: OREILLY BUILDING Locatiort: 3425 SHORELINE DRIVE, ORONO, MN ��`�� Drawing no: 1 � �1 �� Date: 6-3-2015 Design Remote area number: 4 Remote area location: RETAIL LOWER LEVEL Occupancy classification: ORDINARY GROUP 2 Density: .20-Gpm/SqFt Area of application: 1500-SqFt Coverage per sprinkler: 256-SqFt Type of sprinklers calculated: EC-14 UPRIGHTS No. of sprinklers calculated: 10 In-rack demand: -GPM Hose streams: 250-GPM Total water required(including hose streams): 797.50-GPM @ 45.49- Psi Type of system: WET Volume of dry or preaction system: -Gal Water supply information Date: 6-2015 Locafion: BACK OF BUILDING Source: CITY WATER DEPT/CUSTOM DESIGN Name of contractor: INFINITY FIRE PROTECTION Address: 1110 9TH STREET N.E. NEW PRAGUE, MN 56071 Phone number. 612-224-1643 Name of designer: Doug Carlson Authority having jurisdiction: CITY Notes: (Include peaking information or gridded systems here.) Water Supply Curve C Page 2 LOWER LEVEL RETAIL Date City Water Supply: Demand: C1 -Stat�c Pressure : 62 D1 - Elevation : 4.331 C2 -Residual Pressure: 50 D2-System Fiow : 547.503 C2 -Residual Flow : 1235 D2-System Pressure : 45.491 Hose( Demand) : 250 D3-System Demand : 797.503 Safety Margin : 11.165 150 140 130 p 120 R 110 E 100 S 90 g 80 � �� C1 R 60 CZ E 50 40 D3 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW( N^ 1.85 ) Computer Programs by Hydratec Inc. Route 117 Windham N.H. USA 03087 Fittings Used Summary Page 3 LOWER LEVEL RETAIL Date Fitting Legend Abbrev. Name '/: '/. 1 1'/. 1'h Z 2'/� 3 3'/z 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 90 12 19 21 0 0 0 0 0 G PIFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 I 90'Grod-Vic Elbow#10 0 0 2 3 4 3.5 6 5 8 7 8.5 90 13 17 20 23 25 33 36 40 J 90'Tee-Branch Grv Vic#20 0 � 4.5 6 S 8.5 10.8 13 17 16 21 25 33 41 50 65 78 88 98 120 S NFPA 13 Swing Chedc 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with '`. The fittings marked with a *show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a*will be adjusted in the calcutation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 119 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Page 4 LOWER LEVEL RETAIL Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. _ ________ __ Actual ___ _____Actual _ _ Reg__ 55 10.0 14 17.38 na 58.36 0.2 256 13.3 51 10.0 14 13.37 na 51.2 0.2 256 13.3 52 10.0 14 13.65 na 51.73 0.2 256 13.3 53 10.0 14 14.53 na 53.36 0.2 256 13.3 60 10.0 14 17.53 na 58.61 0.2 256 13.3 56 10.0 14 13.49 na 51.42 0.2 256 13.3 57 10.0 14 13.77 na 51.95 0.2 256 13.3 58 10.0 14 14.65 na 53.59 0.2 256 13.3 61 10.0 14 17.39 na 58.38 0.2 256 13.3 62 10.0 14 17.7 na 58.89 0.2 256 13.3 54 10.0 17.85 na 59 10.0 18.0 na 63 10.0 19.47 na 29 10.0 27.22 na BAS 2.0 33.99 na SPG 0.0 38.89 na HYD 0.0 39.96 na 250.0 CITY 0.0 45.49 na The maximum velociry is 13.21 and it occurs in the pipe between nodes 58 and 59 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Wiiliams _ Page 5 LOWER LEVEL RETAIL Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ****"*" Notes "'"""'* Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 55 58.36 2.203 T 13.639 5.000 17.379 K Factor= 14.00 to 120.0 0.0 13.639 0.0 54 58.36 0.0254 0.0 18.639 0.474 Vel= 4.91 0.0 -- - 58.36 17.853 K Factor= 13.81 51 51.20 2.203 0.0 14.000 13.375 K Factor= 14.00 to 120.0 0.0 0.0 0.0 52 51.2 0.0199 0.0 14.000 0.279 Vel= 4.31 52 51.73 2.203 0.0 12.000 13.654 K Factor= 14.00 to 120.0 0.0 0.0 0.0 53 102.93 0.0727 0.0 12.000 0.872 Vel= 8.66 53 53.36 2.203 T 13.639 7.500 14.526 K Factor= 14.00 to 120.0 0.0 13.639 0.0 54 156.29 0.1574 0.0 21.139 3.327 Vel= 13.16 ------- 0.0 156.29 17.853 K Factor= 36.99 60 58.61 2.203 T 13.639 5.000 17.526 K Factor= 14.00 to 120.0 0.0 13.639 0.0 59 58.61 0.0256 0.0 18.639 0.478 Ve1= 4.93 --- 0.0 --- ---- 58.61 18.004 K Factor= 13.81 56 51.42 2.203 0.0 14.000 13.490 K Factor= 14.00 to 120.0 0.0 0.0 0.0 57 51.42 0.0201 0.0 14.000 0.282 Vel= 4.33 57 51.95 2.203 0.0 12.000 13.772 K Factor= 14.00 to 120.0 0.0 0.0 0.0 58 103.37 0.0732 0.0 12.000 0.879 Ve1= 8.70 58 53.59 2.203 T 13.639 7.500 14.651 K Factor= 14.U0 to 120.0 0.0 13.639 0.0 59 156.96 0.1586 0.0 21.139 3.353 Vel= 13.21 OA - -- --- 156.96 18.004 K Factor= 36.99 61 58.38 2.203 0.0 12.000 17.391 K Factor= 14.00 to 120.0 0.0 0.0 0.0 62 58.38 0.0254 0.0 12.000 0.305 Vel= 4.91 62 58.90 2.203 T 13.639 5.500 17.696 K Factor= 14.00 to 120.0 0.0 13.639 0.0 63 117.28 0.0925 0.0 19.139 1.771 Vel= 9.87 0.0 117.28 19.467 K Factor= 26.58 54 214.65 4.31 0.0 14.000 17.853 to 120.0 0.0 0.0 0.0 59 214.65 0.0108 0.0 14.000 0.151 Vel= 4.72 59 215.58 4.31 21 19.512 18.000 18.004 to 120.0 0.0 19.512 0.0 63 430.23 0.0390 0.0 37.512 1.463 Vel= 9.46 63 117.27 4.31 J 22.299 105.000 19.467 to 120.0 0.0 22.299 0.0 29 547.5 0.0609 0.0 127.299 7.755 Vel= 12.04 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fin�i Calculations - Hazen-Wiiliams Page 6 LOWER LEVEL RETAIL Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv '***""* Notes *""'""` Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 29 0.0 4.31 31 29.268 25.000 27.222 to 120.0 0.0 29.268 3.465 BAS 547.5 0.0609 0.0 54.268 3.306 Vel= 12.04 - -.^�_�--___-�.�_-�__--_T T _ _- BAS 0.0 4.31 2B 33.449 2.000 33.993 to 120.0 S 30.661 64.110 0.866 SPG 547.5 0.0609 0.0 66.110 4.028 Vel= 12.04 SPG 0.0 6.16 21 28.692 100.000 38.887 to 140.0 G 4.304 32.996 0.0 HYD 547.5 0.0080 0.0 132.996 1.070 Vel= 5.89 HYD 250.00 6.16 T 43.037 300.000 39.957 Q�=250 to 140.0 0.0 43.037 0.0 CITY 797.5 0.0161 0.0 343.037 5.534 Vel= 8.59 OA 797.50 45.491 K Factor= 118.24 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ✓ DATE TIME CITY OF ORONO CALLED IN INSPECTION OTICE SCHEDULED PERMiT NO.�1�5^ O[��'�� COMPLETED ADDRESS ��-� .�S �j.�r�. L C'�o- � � OWNER A TELEPHONE NO. CONTRACTOR �� '��'��`�� +'�o ��- �: DESCRIPTION �°�-� �`Lv w ��- �� ly ❑ 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 ❑ PROGRESS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q �FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ HARD COVER REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL ❑ FOUNDATION/REMOVAL 2 OWNERICONTRACTOR TO MEET YOU:�YES_NO v�i COMMENTS: W �� a F>� c�f � J O �. � O � W � Q � 2 W � W � J � �WORKSATISFACTORY:PROCEED �PROJECTCOMPLEfE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � O CORRECT WORK,CALL FOR REtNSPECTION TEMPORARY V BEFORE COYERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTO TAKEN INSPECTOR W4LL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED �iNSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 24 hours in advance. (g52) 249-4600 OwnerfContr r on site: Inspector. —� 3 � � White Copyflnspector's File Canary CopylSite No�ice I �