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HomeMy WebLinkAbout2017-01596 - sprinkler system in building CITY OF ORONO * 2017 - 01596 * 2750 KELLEY PARKWAY DATE ISSUED: 12/19/2017 ORONO,MN 55356- 952 249-4600 FAX: 952 249-4616 ADDRESS : 685 OLD CRYSTAL BAY RD N PIN : 33-118-23-21-0002 LEGAL DESC : UNPLATTED 33 118 23 LOT 000 BLOCK 000 PERMIT TYPE FIRE SYSTEMS PROPERTY TYPE INSTITUTIONAL-SCHOOL CONSTRUCTION TYPE SPRINKLER SYSTEM-IN BUILDING NOTE: ORONO PARKING GARAGE ENTER THE VALUTATION 35500 APPLICANT FIRE SPRINKLER-RESIDENTIAL 443.75 STATE SURCHARGE VAL OTHER 17.75 NOVA FIRE PROTECTION MAIL-IN FEE 2.00 304 41ST STREET SW TOTAL 463.50 FARGO,ND 58103- Payment(s) (701)282-0268 Minnesota State License#:FIRE-COIL CHECK 51562 463.50 OWNER SCHOOLS,ORONO PUBLIC 765 OLD CRYSTAL BAY RD N LONG LAKE,MN 55356- 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 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 revoked at any time for due cause. Applicant Permitee Signature Date Issued By Signature Date L vv ccy-� e r b 1 15 Co o — �. � � �ti. � D -D/S4�� I-1 CITI(OF ORONO e , F� New ❑ Addition ❑ Remodel ❑ Replace Backflow Device: ❑ AVB ❑ PVB Ame v Zm-dSS 1 mac°° Site Address: b 8 S ®L-D GR YS?AL- r3Ar R(SAo No21rt,, Owner: ORONO PUPAU C r Mailing Address: 685-N OLo ctf3ay R� City: ORONO Zip: SS 3'j'G Home Phone: C(6'2-- 441- r63oc� Alternate Phone: C�:h� � ►�tae � �nl�r�rt �,t1Q� r �, �' Contractor/App.:_/VWA FIR01 Rarr-c-ets.-i Contact Person: A-r LAacc ej Address: Soy yl S< S W State License#: C o t a City: r-MG 1 Zip: 5/b3 Expiration Date: Phone: 7u1 Za2- c>?-,c 8 Alternate Phone: Commercial—Fire Sprinkler ❑ Residential—Fire Sprinkler Fire Systems Permit Fire Systems Permit *Base Price=Contract Price:$35l Som x.0125 =$ qy 3. 7,5-7 (Minimum$50.00) *Surcharge=Contract Price:$ 3s, Sup x.0005 =$ 17- Mail-In 7•Mail-In Fee(Only On Mail In Applications) =$ 2.00 Total Cost of Permit: =$ q63. 5— 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 compl e,true and correct. MATJ~7 Applicant Date NOVA FIRE PROTECTION, INC. 304 41ST STREET SW FARGO, ND 58103 I�E�E�V�® P. 701-282-0268 F. 701-282-0702 www.novafire.com DEC 0 5 M7 LETTER OF TRANSMITTAL CITY OF ORONO To: Job: ORONO PARKING GARAGE STORAGE CITY OF ORONO Address: 685 OLD CRYSTAL BAY ROAD NORTH 2750 KELLEY PARKWAY City,ST: LONG LAKE, MN 55356 ORONO, MN 55323 Job#: 17-60-1129 Date: 12/1/2017 We are sending: ❑ HEREWITH (electronically) 0 HEREWITH DESCRIPTION DATE COPIES Fire Sprinkler 01-Dec-17 Fire Sprinkler Drawing 1 Set of Hydraulic Calcs 1 Permit Application 1 Check 1 THESE ARE TRANSMITTED as checked below: [,-,] FOR APPROVAL ❑ APPROVED AS SUBMITTED ❑ FOR YOUR USE ❑ APPROVED AS NOTED ❑ AS REQUESTED ❑ REVISED/RESUBMIT ❑ FOR REVIEW/COMMENT ❑ SUBMIT COPIES FOR DISTRIBUTION Remarks: Copies: From: Brent Larson File: 1 Job: 1 Signature: —4 Other: r- (NOVA .Fire Prot.ection, Inc. Accounts Payable 12-01-2017 Page 1 Payment Stub Carbons System date and time 12-01-2017 11 : 46 am 12-01-17 AP 51562 onetime City of Orono Date Invoice Description Amount Net ------------------------------------------------------------------------------ 12-01-17 1129 Permit - Parking Ga 463 . 50 463. 50 ------------------------------------------------------------------------------ 12-01-17 51562 463. 50 463 . 50 Kristy Ertelt From: Brent Sent: Friday, December 01, 2017 11:25 AM To: Kristy Ertelt Subject: FW: Check Request Attachments: Check Request.pdf, Orono Address.pdf Kristy, Can I get this check today if possible? Just found out this is a rush job. Thanks! Brent Larson Nova Fire Protection, Inc. brent@novafire.com p.701-282-0268 From: Brent Sent: Friday, December 01, 2017 10:02 AM To: Kristy Ertelt<kristy@novafire.com> Subject:Check Request Kristy, Can I get a check in the amount shown in the 1St attachment payable to City of Orono (address is in the 2nd attachment). This is for a permit for Orono Parking Garage 17-60-1129 Thanks, Brent Larson Nova Fire Protection, Inc. brent@novafire.com p. 701-282-0268 1 RE, New ❑ Addition ❑ Remodel ❑ Replace L.�,Rackflow Device ❑ AVB ❑ PVB AMr .c Zn.dSS Site Address: 6 f3S OL-D GR YS-rAL r3AY R dA,o No2114 Owner: ORD-No PuR r_ cjwAond.r Mailing Address: G&5W oLo cctf3r-y tta^o City: ORO"o Zip: SS 3'S G Home Phone: C(52-- 441- `d304=1 Alternate Phone: Contractor/App.: AJOVA f /2C /hyMP!u j Contact Person: nrr LAf?conl Address: Soy yl sI S< Sw State License#: C G City: r/�G%> Zip: 5 103 Expiration Date: Phone: '7u 1` c>?-,c 8 Alternate Phone: ily .. e.,.. �.. r4t,:'Y." e r Commercial-Fire Sprinkle r ❑ Residential-Fire Sprinkler Fire Systems Permit Fire Systems Permit •Base Price=Contract Price:$35 500 x.0125 =$ qy 3. 7,5-7 (Minimum$50.00) *Surcharge=Contract Price:$ 3s, Soo x.0005 =$ -7• - *Mail-In Fee(Only On Mail In Applications) Total Cost of Permit: _$An 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 �e, correct. )2/1 /1-7 Applicant Date FOR CITY USE ONLY �. City of Orono Date Received: Permit# P.O.Box 66 Amount: $ 2750 Kelley Parkway Crystal Bay,MN 55323 Approved By �SHO� (952)249-4600 d g�' Recommends: A mT1 E] Denial El CITY OF ORONO—AUTOMATIC FIRE SPRINKLER/GENERAL PERMIT (All permits must be approved by the Fire Marshall 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 days before 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: www.ci.orono.mn.us 3. All systems shall be designed, installed and maintained to N.F.P.A.-13,N.F.P.A.-25,Minnesota State Building Code, Minnesota State Fire Code and Standards. All attic systems are to be spaced at maximum 130 square foot coverage. Plastic pipe will not be allowed at any time in attic spaces. 4. All equipment installed shall be U.L. or F.M.approved for fire protection service. Water flow test shall be completed on all new systems. Water flow test reports shall be submitted to the Orono Fire Marshal along with plan submittal. 5. Yard or wall post indicator valves are required. All indicating and control values installed shall be provided with tamper protection. On dry systems,the control valve to service the pressure switch(air) shall be supervised. 6. Inspectors test valve shall be installed on each floor level or zone of system.All systems shall have main drain and inspectors test valves piped to the outside. 7. No water is to be introduced into the sprinkler system until main has been thoroughly flushed. 200# air test and flushing shall be witnessed by the City of Orono Water Department. 8. An approved audible/visual device wired to main flow switch shall be installed above F.D. connection and in areas normally occupied by tenants. 9. EXISTING SYSTEMS: If any changes in the hydraulically most demanding area,change in occupancy classification or an addition of 20 or more heads,hydraulic calculations and flow test will be required. 10. The Orono Fire Marshal shall witness all final flow or trip tests. Appointments can be made by calling the Fire Marshall at(952)473-9701, 8:00-4:00 p.m.Monday-Friday. 24-hours notice is requested. 11. When required,(30 foot building height)stairwell standpipe's shall have 2 r/2 gate valves installed with 2 '/2 x 1 '/2 caps. w E _ m v a` a s \ m � `` X 6 � 9 a� ® D - — Lj 6pg' `4i' € � 4 --- ---,fig @ A ;> ;n rtt T — — — --- -- - ---- ---- ---- -- i o CE) o © � 6 I Q I 9Me — I I — � I / i I i /o 0 CL u—A- 0 9 HIM PA s�kv Ea�;x� •0000 o_ 44445 2 Z ------------ d - � r—Ir 4 ^ p m Ila SL+ / z L1 93 3 g p 8 _ =%'s= $c $p �A n-9 11 ..fi g 3 m m Ill 3 xx ° s3sD 6 qpp 4��Q� �EE ����E§ 9�a gig 6n22 <$��� 3 2PageEm nils �$ s ev3 111ga Aa ERp RR E 8 i% Gyy 2 'q6 ORONO PARKING BARRAGE GARAGE BNLe: BNL er: No F VA I ,.,,_.�.. ❑ $� UJ BNL BNL FIRE PROTECTION INC 685 OLD CRYSTAL BAY ROAD NORTH y� mm ORONO,MINNESOTA 55356 1/8'=1'-0' 12-12-2017 lk* GCITY OF bRONO . . . Fire Protection by Computer Design Nova Fire Protection 304 41st Street SW Fargo, ND 58103 (701)282-0268 Job Name Orono Parking Storage Garage -Attic Building Location System Contract Data File Attic.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Nova Fire Protection Page 1 Orono Parking Storage Garage-Attic Date 12-1-2017 City Water Supply: Demand: C1 -Static Pressure : 58 D1 -Elevation 11.910 C2-Residual Pressure: 52 D2-System Flow : 441.479 C2-Residual Flow 1190 D2-System Pressure 38.360 Hose( Demand) : 105 D3-System Demand : 546.479 Safety Margin 18.218 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 C1 C2 E 50 40 D2 30 20 10 , 200 400 600 800 1000 1200 1400 1600 1800 FLOWN A 1.85) l�nrrnu+or Drnr.r�me hi I-Ivrlre4or Inn Oniha 111 \A/inrlhom AI W 1 ICA MnR7 Fittings Used Summary Nova Fire Protection Page 2 Orono Parking Storage Garage-Attic Date 12-1-2017 Fitting Legend Abbrev. Name '/ '/ 1 1% 1'/ 2 2'/ 3 3'/ 4 5 6 8 10 12 14 16 18 20 24 Dvk Dry Viking F1 3 5 49 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 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 Gry 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 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 Zac Ames 2000SS Fitting generates a Fixed Loss Based on Flow 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 speck 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. r.mmnirtar Prnnramc by I-Ivdratan Inn Pniita 111 Windham N H 1 ISA nRnR7 Pressure / Flow Summary- STANDARD Nova Fire Protection Page 3 Orono Parking Storage Garage-Attic Date 12-1-2017 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 10 22.67 5.6 7.87 na 15.71 0.1 98 7.0 11 22.67 5.6 7.89 na 15.73 0.1 98 7.0 12 22.67 5.6 7.98 na 15.82 0.1 98 7.0 13 22.67 5.6 8.17 na 16.01 0.1 98 7.0 14 22.67 5.6 8.49 na 16.32 0.1 98 7.0 15 22.67 5.6 8.99 na 16.79 0.1 98 7.0 16 22.67 5.6 9.69 na 17.43 0.1 98 7.0 17 22.67 5.6 10.64 na 18.27 0.1 98 7.0 20 26.5 5.6 7.0 na 14.82 0.1 98 7.0 21 26.5 5.6 7.02 na 14.84 0.1 98 7.0 22 26.5 5.6 7.1 na 14.92 0.1 98 7.0 23 26.5 5.6 7.27 na 15.1 0.1 98 7.0 24 26.5 5.6 7.56 na 15.4 0.1 98 7.0 25 26.5 5.6 8.0 na 15.84 0.1 98 7.0 26 26.5 5.6 8.63 na 16.45 0.1 98 7.0 27 26.5 5.6 9.49 na 17.25 0.1 98 7.0 30 22.67 5.6 8.2 na 16.03 0.1 98 7.0 31 22.67 5.6 8.22 na 16.06 0.1 98 7.0 32 22.67 5.6 8.31 na 16.15 0.1 98 7.0 33 22.67 5.6 8.51 na 16.34 0.1 98 7.0 34 22.67 5.6 8.84 na 16.65 0.1 98 7.0 35 22.67 5.6 9.36 na 17.13 0.1 98 7.0 36 22.67 5.6 10.09 na 17.78 0.1 98 7.0 37 22.67 5.6 11.08 na 18.64 0.1 98 7.0 46 18.67 5.6 19.91 na 24.99 0.1 98 7.0 47 18.67 5.6 19.97 na 25.02 0.1 98 7.0 AM1 17.58 21.82 na AM2 17.58 21.83 na AM3 17.58 21.97 na AM5 17.58 22.61 na AM4 17.58 22.73 na TOR 17.58 23.88 na BOR 1.0 36.24 na 5.0 TEST -1.0 38.36 na 100.0 The maximum velocity is 11.22 and it occurs in the pipe between nodes 37 and AM5 ('.mmnntur Prnnrome by W%Mro+or Inn Rnn4n 4 4 4 AAAnAk-AI 4.1 1 IQA n4n47 Final Calculations - Hazen-Williams Nova Fire Protection Page 4 Orono Parking Storage Garage-Attic Date 12-1-2017 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 10 15.71 2.215 0.0 8.000 7.869 K Factor= 5.60 to 100.0 0.0 0.0 0.0 11 15.71 0.0030 0.0 8.000 0.024 Vel= 1.31 11 15.73 2.215 0.0 8.000 7.893 K Factor=5.60 to 100.0 0.0 0.0 0.0 12 31.44 0.0111 0.0 8.000 0.089 Vel= 2.62 12 15.82 2.215 0.0 8.000 7.982 K Factor=5.60 to 100.0 0.0 0.0 0.0 13 47.26 0.0235 0.0 8.000 0.188 Vel= 3.93 13 16.01 2.215 0.0 8.000 8.170 K Factor=5.60 to 100.0 0.0 0.0 0.0 14 63.27 0.0402 0.0 8.000 0.322 Vel= 5.27 14 16.32 2.215 0.0 8.000 8.492 K Factor=5.60 to 100.0 0.0 0.0 0.0 15 79.59 0.0616 0.0 8.000 0.493 Vel= 6.63 15 16.78 2.215 0.0 8.000 8.985 K Factor=5.60 to 100.0 0.0 0.0 0.0 16 96.37 0.0879 0.0 8.000 0.703 Vel= 8.02 16 17.43 2.215 0.0 8.000 9.688 K Factor=5.60 to 100.0 0.0 0.0 0.0 17 113.8 0.1194 0.0 8.000 0.955 Vel= 9.48 17 18.27 2.215 T 9.995 38.650 10.643 K Factor= 5.60 to 100.0 d 8.496 18.490 2.204 AM2 132.07 0.1573 0.0 57.140 8.987 Vel= 11.00 0.0 132.07 21.834 K Factor= 28.26 20 14.82 2.215 0.0 8.000 7.000 K Factor= 5.60 to 100.0 0.0 0.0 0.0 21 14.82 0.0028 0.0 8.000 0.022 Vel= 1.23 21 14.84 2.215 0.0 8.000 7.022 K Factor=5.60 to 100.0 0.0 0.0 0.0 22 29.66 0.0099 0.0 8.000 0.079 Vel= 2.47 22 14.92 2.215 0.0 8.000 7.101 K Factor=5.60 to 100.0 0.0 0.0 0.0 23 44.58 0.0211 0.0 8.000 0.169 Vel= 3.71 23 15.10 2.215 0.0 8.000 7.270 K Factor= 5.60 to 100.0 0.0 0.0 0.0 24 59.68 0.0361 0.0 8.000 0.289 Vel= 4.97 24 15.40 2.215 0.0 8.000 7.559 K Factor=5.60 to 100.0 0.0 0.0 0.0 25 75.08 0.0554 0.0 8.000 0.443 Vel= 6.25 25 15.84 2.215 0.0 8.000 8.002 K Factor=5.60 to 100.0 0.0 0.0 0.0 26 90.92 0.0789 0.0 8.000 0.631 Vel= 7.57 26 16.45 2.215 0.0 8.000 8.633 K Factor=5.60 to 100.0 0.0 0.0 0.0 27 107.37 0.1071 0.0 8.000 0.857 Vel= 8.94 27 17.25 2.215 T 9.995 42.500 9.490 K Factor=5.60 to 100.0 J 8.496 18.490 3.863 AM3 124.62 0.1413 0.0 60.990 8.616 Vel= 10.38 Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Final.Calculations - Hazen-Williams Nova Fire Protection Page 5 Orono Parking Storage Garage-Attic Date 12-1-2017 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv """ "** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 124.62 21.969 K Factor= 26.59 30 16.03 2.215 0.0 8.000 8.196 K Factor=5.60 to 100.0 0.0 0.0 0.0 31 16.03 0.0032 0.0 8.000 0.026 Vel= 1.33 31 16.06 2.215 0.0 8.000 8.222 K Factor=5.60 to 100.0 0.0 0.0 0.0 32 32.09 0.0115 0.0 8.000 0.092 Vel= 2.67 32 16.15 2.215 0.0 8.000 8.314 K Factor=5.60 to 100.0 0.0 0.0 0.0 33 48.24 0.0244 0.0 8.000 0.195 Vel= 4.02 33 16.33 2.215 0.0 8.000 8.509 K Factor=5.60 to 100.0 0.0 0.0 0.0 34 64.57 0.0419 0.0 8.000 0.335 Vel= 5.38 34 16.66 2.215 0.0 8.000 8.844 K Factor=5.60 to 100.0 0.0 0.0 0.0 35 81.23 0.0640 0.0 8.000 0.512 Vel= 6.76 35 17.12 2.215 0.0 8.000 9.356 K Factor=5.60 to 100.0 0.0 0.0 0.0 36 98.35 0.0911 0.0 8.000 0.729 Vel= 8.19 36 17.79 2.215 0.0 8.000 10.085 K Factor=5.60 to 100.0 0.0 0.0 0.0 37 116.14 0.1240 0.0 8.000 0.992 Vel= 9.67 37 18.64 2.215 T 9.995 38.650 11.077 K Factor=5.60 to 100.0 J 8.496 18.490 2.204 AM5 134.78 0.1633 0.0 57.140 9.331 Vel= 11.22 0.0 134.78 22.612 K Factor= 28.34 46 24.99 2.215 0.0 8.000 19.908 K Factor=5.60 to 100.0 0.0 0.0 0.0 47 24.99 0.0072 0.0 8.000 0.058 Vel= 2.08 47 25.02 2.215 T 9.995 34.580 19.966 K Factor=5.60 to 100.0 J 8.496 18.490 0.472 AMI 50.01 0.0261 0.0 53.070 1.384 Vel= 4.16 0.0 50.01 21.822 K Factor= 10.71 AM1 50.01 4.316 0.0 12.160 21.822 to 100.0 0.0 0.0 0.0 AM2 50.01 0.0010 0.0 12.160 0.012 Vel= 1.10 AM2 132.07 4.316 0.0 12.160 21.834 to 100.0 0.0 0.0 0.0 AM3 182.08 0.0111 0.0 12.160 0.135 Vel= 3.99 AM3 124.62 4.316 J 16.023 10.070 21.969 to 100.0 0.0 16.023 0.0 AM4 306.7 0.0290 0.0 26.093 0.757 Vel= 6.73 0.0 306.70 22.726 K Factor= 64.34 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final,Caiculations - Hazen-Williams Nova Fire Protection Page 6 Orono Parking Storage Garage-Attic Date 12-1-2017 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *****"'* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn AM5 134.78 4.316 J 16.023 2.070 22.612 to 100.0 0.0 16.023 0.0 AM4 134.78 0.0063 0.0 18.093 0.114 Vel= 2.96 AM4 306.70 4.316 1 7.01 13.340 22.726 to 100.0 0.0 7.010 0.0 TOR 441.48 0.0570 0.0 20.350 1.159 Vel= 9.68 TOR 0.0 4.316 Zac 0.0 14.830 23.885 to 100.0 Dvk 5.007 5.007 11.227 **Fixed Loss=4.046 BOR 441.48 0.0569 0.0 19.837 1.129 Vel= 9.68 BOR 5.00 6.09 G 4.625 150.000 36.241 Qa=5 to 150.0 T 46.249 94.040 0.866 TEST 446.48 0.0051 2E 43.166 244.040 1.253 Vel= 4.92 100.00 Qa= 100.00 546.48 38.360 K Factor= 88.23 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 F n y°y ED . . . Fire Protection by Computer Design Nova Fire Protection 304 41 st Street SW Fargo, ND 58103 (701)282-0268 Job Name Orono Parking Storage Garage Building Location System Contract Data File Garage.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Nova Fire Protection Page 1 Orono Parking Storage Garage Date 12-1-2017 City Water Supply: Demand: C1 -Static Pressure : 58 D1 -Elevation 7.038 C2-Residual Pressure: 52 D2-System Flow :444.21 C2-Residual Flow 1190 D2 -System Pressure 40.706 Hose( Demand) : 255 D3-System Demand : 699.21 Safety Margin 15.050 150 140 130 P 120 R 110 E 100 S 90 S80 U 70 C1 R 60 C2 E 50 D2 40 30 03 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW N^ 1.85) (:mmniifor Pmrtrnmc by Hvrirafiar Inr RnirtP 111 Windham N H IISA nanR7 Fittings Used Summary Nova Fire Protection Page 2 Orono Parking Storage Garage Date 12-1-2017 , Fitting Legend Abbrev. Name '/ % 1 1% 1'/ 2 2'/ 3 3% 4 5 6 8 10 12 14 16 18 20 24 Dvk Dry Viking F1 3 5 49 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 J 90Tee-Branch Gry 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 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 Zac Ames 2000SS Fitting generates a Fixed Loss Based on Flow 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 Schad 40 per NFPA. ComnutPr Prnnrams by HvdrntPr.Inc. Route 111 Windham N.H. USA nanR7 Pressure/ Flow Summary - STANDARD Nova Fire Protection Page 3 Orono Parking Storage Garage Date 12-1-2017 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. 50 15.25 8 9.0 na 24.0 0.2 120 7.0 51 15.25 8 9.06 na 24.09 0.2 120 7.0 52 15.25 8 9.3 na 24.39 0.2 120 7.0 53 15.25 8 9.79 na 25.03 0.2 120 7.0 54 15.25 8 10.65 na 26.1 0.2 120 7.0 55 15.25 8 11.97 na 27.68 0.2 120 7.0 60 15.25 8 9.04 na 24.05 0.2 120 7.0 61 15.25 8 9.1 na 24.14 0.2 120 7.0 62 15.25 8 9.33 na 24.44 0.2 120 7.0 63 15.25 8 9.83 na 25.08 0.2 120 7.0 64 15.25 8 10.69 na 26.16 0.2 120 7.0 65 15.25 8 12.02 na 27.74 0.2 120 7.0 71 15.25 8 11.78 na 27.45 0.2 120 7.0 72 15.25 8 11.86 na 27.55 0.2 120 7.0 73 15.25 8 12.15 na 27.89 0.2 120 7.0 74 15.25 8 12.79 na 28.61 0.2 120 7.0 75 15.25 8 13.88 na 29.81 0.2 120 7.0 M1 14.83 24.46 na M2 14.83 24.55 na M3 14.83 24.91 na M4 14.83 26.41 na TOR 14.83 27.38 na BOR 1.0 38.57 na 5.0 TEST -1.0 40.71 na 250.0 The maximum velocity is 12.62 and it occurs in the pipe between nodes 65 and M2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 FinaH Calculations - Hazen-Williams Nova Fire Protection Page 4 Orono Parking Storage Garage Date 12-1-2017 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 50 24.00 2.215 0.0 9.540 9.000 K Factor=8.00 to 100.0 0.0 0.0 0.0 51 24.0 0.0067 0.0 9.540 0.064 Vel= 2.00 51 24.09 2.215 0.0 9.540 9.064 K Factor=8.00 to 100.0 0.0 0.0 0.0 52 48.09 0.0242 0.0 9.540 0.231 Vel= 4.00 52 24.39 2.215 0.0 9.540 9.295 K Factor=8.00 to 100.0 0.0 0.0 0.0 53 72.48 0.0519 0.0 9.540 0.495 Vel= 6.03 53 25.03 2.215 0.0 9.540 9.790 K Factor=8.00 to 100.0 0.0 0.0 0.0 54 97.51 0.0897 0.0 9.540 0.856 Vel= 8.12 54 26.10 2.215 0.0 9.540 10.646 K Factor=8.00 to 100.0 0.0 0.0 0.0 55 123.61 0.1391 0.0 9.540 1.327 Vel= 10.29 55 27.68 2.215 T 9.995 50.830 11.973 K Factor= 8.00 to 100.0 0.0 9.995 0.182 Mi 151.29 0.2022 0.0 60.825 12.300 Vel= 12.60 0.0 151.29 24.455 K Factor= 30.59 60 24.05 2.215 0.0 9.540 9.038 K Factor=8.00 to 100.0 0.0 0.0 0.0 61 24.05 0.0068 0.0 9.540 0.065 Vel= 2.00 61 24.14 2.215 0.0 9.540 9.103 K Factor=8.00 to 100.0 0.0 0.0 0.0 62 48.19 0.0243 0.0 9.540 0.232 Vel= 4.01 62 24.44 2.215 0.0 9.540 9.335 K Factor=8.00 to 100.0 0.0 0.0 0.0 63 72.63 0.0520 0.0 9.540 0.496 Vel= 6.05 63 25.08 2.215 0.0 9.540 9.831 K Factor=8.00 to 100.0 0.0 0.0 0.0 64 97.71 0.0901 0.0 9.540 0.860 Vel= 8.14 64 26.16 2.215 0.0 9.540 10.691 K Factor=8.00 to 100.0 0.0 0.0 0.0 65 123.87 0.1396 0.0 9.540 1.332 Vel= 10.31 65 27.74 2.215 T 9.995 50.830 12.023 K Factor=8.00 to 100.0 0.0 9.995 0.182 M2 151.61 0.2030 0.0 60.825 12.348 Vel= 12.62 0.0 151.61 24.553 K Factor= 30.60 71 27.45 2.215 0.0 9.540 11.775 K Factor=8.00 to 100.0 0.0 0.0 0.0 72 27.45 0.0087 0.0 9.540 0.083 Vel= 2.29 72 27.55 2.215 0.0 9.540 11.858 K Factor=8.00 to 100.0 0.0 0.0 0.0 73 55.0 0.0310 0.0, 9.540 0.296 Vel= 4.58 73 27.89 2.215 0.0 9.540 12.154 K Factor=8.00 to 100.0 0.0 0.0 0.0 74 82.89 0.0665 0.0 9.540 0.634 Vel= 6.90 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final'Ca4culations - Hazen-Williams b Nova Fire Protection Page 5 Orono Parking Storage Garage Date 12-1-2017 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 74 28.61 2.215 0.0 9.540 12.788 K Factor=8.00 to 100.0 0.0 0.0 0.0 75 111.5 0.1150 0.0 9.540 1.097 Vel= 9.28 75 29.81 2.215 T 9.995 50.830 13.885 K Factor=8.00 to 100.0 0.0 9.995 0.182 M3 141.31 0.1782 0.0 60.825 10.841 Vel= 11.77 0.01 141.31 24.908 K Factor= 28.31 Mi 151.29 4.316 0.0 12.500 24.455 to 100.0 0.0 0.0 0.0 M2 151.29 0.0078 0.0 12.500 0.098 Vel= 3.32 M2 151.61 4.316 0.0 12.500 24.553 to 100.0 0.0 0.0 0.0 M3 302.9 0.0284 0.0 12.500 0.355 Vel= 6.64 M3 141.31 4.316 J 16.023 10.000 24.908 to 100.0 0.0 16.023 0.0 M4 444.21 0.0576 0.0 26.023 1.498 Vel= 9.74 M4 0.0 4.316 J 16.023 0.830 26.406 to 100.0 0.0 16.023 0.0 TOR 444.21 0.0576 0.0 16.853 0.971 Vel= 9.74 TOR 0.0 4.316 Zac 0.0 14.830 27.377 to 100.0 Dvk 5.007 5.007 10.054 **Fixed Loss=4.064 BOR 444.21 0.0576 0.0 19.837 1.142 Vel= 9.74 BOR 5.00 6.09 G 4.625 150.000 38.573 Qa= 5 to 150.0 T 46.249 94.040 0.866 TEST 449.21 0.0052 2E 43.166 244.040 1.267 Vel= 4.95 250.00 Qa= 250.00 699.21 40.706 K Factor= 109.59 Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 DATE TIME CITY OF ORONO CALLED IN n INSPECTION NOTICE SCHEDULED yyti Of(51-.) PERMIT NO.)," t?- 01 S9(j COMPLETED 1)/ /I 4S-3 l) ADDRESS GS r 6Lk OWNER 5c..\--0 TELEPHONE NO. CONTRACTOR /Vav� E DESCRIPTION A=^ Tu 4- W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL 5( ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL 0 TREE REMOVAL 2 ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION C 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS • ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT • 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP • ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL • ❑ DEMO-SITE 0 SEPTIC INSTALL OV/MER/CONTRACTOR TO MEET YOU-/AYES_NO COMMENTS: ir 'r 6: - is3'P 0C I-- 144,_ Ct CitiJ p.WORK SATISFACTORY PROCEED 0 PROJECT COMPLETE 0 CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY CI 0 CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN 0 ❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. CaN for the next Inspection 24 hours in advance. (952) 249-4600 OwnedContractor on site: 1-0 t— 1 S sx. Inspectoc CA.ev, <-0 fr White Copy/Inspector's FIN Canary Copy/Mte Notice