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HomeMy WebLinkAbout2016-01230 - sprinkler system CI Y OF ORONO * 2 0 1 6 - 0 1 2 3 0 * ` 2750 LLEY PARKWAY DATE ISSUED: 10/14/2016 O ONO,MN 55356- (952)249-4 00 FAX: (952) 249-4616 ADDRESS : 2500 SHADYWOOD RD PIN : 20-117-23-11-0034 LEGAL DESC : REG.LAND SURVEY 1�i0. 1630 : LOT 000 BLOCK OQO PERMIT TYPE : FIRE SYSTEMS PROPERTY TYPE : COMMERCIAL-BUSI�TESS CONSTRUCTION TYPE : SPRINKLER SYSTEM-IN BUILDING NOTE: INSPECTIONS ARE DONE BY FIRE MARSHALL,J S VAN EYLL. PLEASE CALL JAMES VAN EYLL DIRECTLY AT:(952)473 701 TO SET UP AN INSPECTION. ENTER THE VALUTATION 15000 PLI ANT I FIRE SPRINKLER-COMMERCIAL 187.50 AP C STATE SURCHARGE VAL OTHER 7.50 OLSEN FIRE PROTECTION,INC. MAIL-IN FEE 2.00 321 WILSON ST NE MINNEAPOLIS,MN 55413- TOTAL 197.00 (612)290-4700 Payment(s) Minnesota State License#:FIRE-0045 I CHECK 21574 197.00 OWNER ' Ugorets 8098 LLC � 410 11TH AVE S HOPKINS,MN 55343- � AGREEMENT AND SWORN STATEMENT I The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable Ciry approvals,and the State Building Code. This permit is for only the work described and does I not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances goveming this type of worl� 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 i 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� � �. j0 � Applicant Permitee Signature Date Issued y Signature Date I I . O IT SE�ONLY�, � � � � Cl�Of OCOriO �l.,.+/����/�� Date Recerve�������Permit#d�����'' ��� � P.O.Box 66 1�.v v ! = � 2750 Kelley Parkway �?ount �'�,$��������� cryst�Bay,Mrr ss323 S�P�2 9 2016 �Appro�edsy:, ��?�t� ' y.� �� (952)249-4600 � '� :�� ` L Recommends:' A roval . Denial � lAKES1-IOR� CIT�(OF ORONO ��h.�c1� � �s�� CITY OF ORONO—AUTOM�TIC FIRE SPRINKLER/GENERAL PERMIT Llt� (All permits must be approved by the Firc M1l�rshatl and/or Building Official) �Q�l�✓` 1. Permits are required for all fire sprinklier installation and repair. All work shall be done by a licensed fire sprinkler contractor. Two sets of�blans, specification data sheets, fire flow tests and hydraulic calculation sheets shall be submitted to the Orono Fire Marshal a minimum of 7 davs before start of work. 2. Permits can be applied for by mail at P0 box 66, Orono,MN, 55323 or in person at, 2750 Kelly Parkway;Phone: (952)2#9-4600. Permits are also available online at: www.ci.orono.mn.us 3. All systems shall be designed, instal�ed 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. A�li e�quiprnent installed shuil be U.L. or F.M. approved for fire protectior�service. Wa�er fle��es��all � ��• - be completed on all new systems. �'Vater 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 indical.ing and control values installed shall be provided with tamper protection. �n dry systems,the control valve to service the pressure switch(air) shall be supervised. 6. Inspectors test valve shall be inst�lled on each floor level or zone of system. All systems shall have main drain and inspectors test va ves piped to the outside. 7. No water is to be introduced intq the sprinkler system until main has been thoroughly flushed. 200#air test and flushing shall be witnes�ed by the City of Orono Water Department. 8. An approved audible/visual devlice wired to main flow switch shall be installed above F.D. connection and in areas normally occupied�by tenants. i 9. EXISTING SYSTEMS: If anyj changes in the hydraulically most demanding area,change in occupancy classification or an�ddition of 20 or more heads,hydraulic calculations and flow test will be required. I i 10. The Orono Fire Marshal shalllwitness all final flow or trip tests. Appointments can be made by calling the Fire Marshall at(952) 47�-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 'h gate valves installed with 2 '/z x 1 'h caps. I t . .....�.. � _ �_��� �- �-�-���--. AUTOMATIC FIRr SPRINKLER PERMITS � � Please Check One: � � � ❑ New ❑ Addition ,[], Remodel ❑ Replace I2:i;��i10.,,., Tln.J1C�: ,� F�'�.�'}� � PV� Job Site/ Owner Information: Site Address: v�n�� ��-1� �.1 C��'�� � � Owner: �� �f:� �C��.�.i ti Mailing Address: �-'� ,�a►-.a>.�.�� �`�n-�s City: Zip: Home Phone: Alternate Phone: Contractor/Applicant Information: �ontractoriApp.:�L�`• ��2����� ContactYers:�n: ���:i� �f�.S�,r�1 Address: ��l ��L��v l�i 1��r State License #: ����� City: �1 ,��� Zip: ��� � Expiration Date: � � � � Phone: ��1_���1 -''�� 1 1 Alter�one: (f>\Z �-`�� �-7�`X� TYPES OF FIRE SPRINKLER PERMITS ` '' � Commercial—Fire Sprinkler ❑ Residential—Fire Sprinkler Fire Systems Permit Fire Systems Permit � C�Q * Base Price=Contract Price: $ �.��('��� x.0125 =$ ��� . (Minimum$50.00) �n * Surcharge=Contract Price: $ �`����� x.0005 =$ � * Mail-In Fee(Only On Mail In Applications) _$ 2.00 c� * Total Cost of Permit: _� �`�� 'rhe 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,-Zs,Minnesota State Building Code,Minnesota State Fire Code and StandardS, a11d CeI�]f�eg that a��Stat application are complete,true and c eme�tS mad�p�th�S � �� �� t, � � � .Y ` _ - - ...r..y .- - ' �.,::�:..,,_ _.........�,... .. . �./V1A i� . , . �- �uj2.�IC�N �"Itv5r�3�-`e�.S"�. � , '�-�`V 1 � ��(S`C►t"� ��1L}�/`. ,' �QO�./�1�,�, . ,FLUW TE�T ItF.�'ORT _ - . 3.�CATION: ��� '� wo,�.,�j��� DA'I'�: � �,�' f �,o T$ST MADE B�: ^�L V t.� ���,5-�rJ T�: D �� o �iEPRESENTATIVE of:�5� ��Q C� �TN.Eg3: ��C o`l �-- � c`I`� t�.-1�'�KC�,_. PURt�C}SE�F TEST: ��T_�r�_tnflG��? �-15 i�sl-�--� e— — �����l\1� .. AI I�ozZ18 SiZe_1� Pi�O I�ead'ui� CTFM ���� AZ �io��S�z,e P�ta rea� GPNi t'iPM�x coe�cient of�=Te�al GP�� `�� B�ty�t: S#BtiG� �Sit�i181^��, . _ < �i.0�1��`iUN�P: Show flo�vit�h�c�rauts–label Al,A�, r�i3 , . Show static�–�abei B. � �nciicate neatest St�ts 8t Na#h$rrow � / " � '�—�" � � � � � � � r J ��� � � �� . �� . .. _ . � . �� �� . � � . . � . Page 1 LOWER LEVEL NORTH (FUTURE OFFICES) Date HYDRAULIC CALCULAT/ONS for Project name: FRESHWATER BUSINESS C�NTER Location: 2500 SHADYWOOD ROAD, NAVARRE, MN _ _ Drawing no: 2 _ .. Date: 9-26-2016 Design Remote area number: 1 Remote area locafion: FUTURE OFFICE SPACE Occupancy classification: LH Density: .10 - Gpm/SqFt Area of application: 1180 -SqFt Coverage per sprink/er: 180 - SqFt Type of sprink/ers calculated: 1/2 No, of sprinklers calculated: 10 In-rack demand: - GPM Hose streams: 100-GPM Total water required(including hose s�treams): 283.50 - GPM @ 22.56- Psi Type of system: W ET Volr�me of dry or preaction system: -.Gal . _ _r._ _.._ , __ Water supply information Date: 9-2016 Location: AT SITE Source: CITY WATER DEPT Name of contractor: OLSEN FIRE PROTECTION Address: 321 WILSON STREET N.E.MPLS., MN Phone number: 612-331-3111 Name of designer: DOUG CARLSON Authority having jurisdiction: CITY FIRE INSP�CTIONS Notes:(Include peaking information or gridded systems here.) � Page 1 LOWER LEVEL NORTH (FUTURE OFFICES) Date . HYD AUL/C CALCULATIONS , for Project name: FRESHWATER BUSINESS C�NTER Location: 2500 SHADYWOOD ROAD, NAVA�RRE, MN ._ __. �rawing�o: ,_2_-_ .��_,. � - ; _- _ Date: 9-26-2016 - � _ . ._ _. ._ _. ._.._ . Design Remote area number: 1 Remote area location: FUTURE OFpICE SPACE Occupancy classification: LH Density: .10-Gpm/SqFt Area of application: 1180 - SqFt Coverage per sprink/er: 180 - SqFt Type of sprinklers ca/culated: 1/2 No, of sprinklers calculafed: 10 In-rack demand: - GPM Hose streams: 100-GPM Total water required(including hose$treams): 283.50-GPM @ 22.56 - Psi Type of system: W ET ' _ _ _ Vclume of dry or preaction$ysfem:,�;G�I_ , , ., _ Water supply information � Date: 9-2016 ' Location: AT SITE Source: CITY WATER DEPT Name of contractor: OLSEN FIRE PROTEC ION Address: 321 WILSON STREET N.E.MPLS., MN Phone number: 612-331-3111 Name of designer: DOUG CARLSON I Authority having jurisdiction: CITY FIRE INSF�ECTIONS Notes:(Include peaking information or griddeld systems here.) Water Su„�ply Curve C � ; j Page 2 LOWER LE�/EL NORTH (FUTURE OFFICES) ' Date i , , City Wat�3r Supply: Demand: C1 Static Pressure : 58 D1 - Elevation : 5.197 C2 Residual Pressure: 48 D2- System Flovu : 183.502 C2 Residual Flow : 1089 4 D2- System Pressure : 22.566.. � Hose ( Demand ); : 100 D3 - System Demand : 283.502 Safety Margin : 34.605 150 , 140 � _1 _ � P 120 R 110 , E 100 , S 90 ' S $� U �� R 60 - C1 . E 50 C2 40 30 p 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 NORTH (FUTURE OFFICES) Date Fitting LegenC . . . Abbrev. Narne '/z 3/a 1 1'/0 1 Yz 2 2Yz 3 3Yz 4 � 5 6 8 10 12 14 _ 16 18 20 24 B NFP.4 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 F NFPA 13 45'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFF'•4 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 S 10 11 13 I 90'(arvd-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 90T�e-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 NFF4 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 � T NFF�413 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: Fittinr Legend provides equivalent pipe lengths for fittings types of various diameters. . Equivalent lF�ngths shown are standard for actual diameters of Sched 40 pipe and CFactors - of 120 excea�t as noted with ". The fittings marked with a*show equivalent lengths values supplied by fnanufiacturers 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 CFactor� of ofher 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 NORTH (FUTURE OFFICES) Date , Node Elevation . K-Fact F?t Pn- Flow Density Area Press No. Ac�ual Actual Req. 1 12.0 5.6 11.1 na 18.66 0.1 180 7.0 2 12.0 5.6 11.24 na 18.77 0.1 180 7.0 4 12.0 5.6 10.25 na 17.93 0.1 150 7.0 5 12.0 5.6 10.33 na 18.0 0.1 180 7.0 6 12.0 5.6 t0.7J na 18.39 0.1 180 7.0 3 12.0 12.02 na 8 12.0 5.6 111.1 na 18.66 0.1 180 7.0 9 12.0 5.6 11.24 na 18.77 0.1 180 7.0 11 12.0 5.6 10.25 na 17.93 0.1 150 7.0 12 12.0 5.6 10.33 na 18.0 0.1 180 7.0 13 12.0 5.6 10.79 na 18.39 0.1 180 7.0 10 12.0 12.02 na 7 12.0 14.61 na 15 12.0 14.67 na 30 12.0 1i4.76 na 31 12.0 U5.26 na 32 12.0 15.46 na 33 12.0 15.51 na 14 12.0 14.61 na 16 12.0 15.15 na 17 12.0 15.75 na BAS 0.0 21.57 na SPG 0.0 2'2.19 na HYD � ... 0.0 , , , . . . 1�2.3:3 na 100.Q„.,- . . . , . CITY OA ?�2.57 na The maximum velocity is 13.17 and it occurs in the pi�e between nodes 3 and 7 , . , . _ � . Computer Programs by Hyd�atec Inc. Route 111 Windham N.H. USA 03087 � Final Calculations - Hazen-Williams , Page 5 LOWER LEVEL NORTH (FUTURE OFFICES) 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 1 18.66_ 1.687 0.0 I 12.(��0 11.100 K Eactor=5.60 _ to 120.0 0.0 0.0 0.0 2 18.66 0.0113 0.0 12.000 0.136 Vel = 2.68 2 18.77 1.687 T 10.044 9.000 11.236 K Factor=5.60 to 120.0 0.0 10.044 0.0 3 37.43 0.0410 0.0 19.044 0.781 Vel = 5.37 0.0 ' 37.43 12.017 K Factor= 10.80 4 17.93 1.687 0.0 8.000 10.248 K Factor=5.60 to 120.0 0.0 0.0 0.0 5 17.93 0.0105 0.0 8.000 0.084 Vel = 2.57 5 18.00 1.687 0.0 , 12.000 10.332 K Factor=5.60 to 120.0 OA 0.0 0.0 6 35.93 0.0380 0.0 12.000 0.456 Vel = 5.16 6 18.39 1.687 T 10.044 5.000 10.788 K Factor=5.60 tQ ., .,. 12Q.0 --_, -fl.a 10.0�4.. O.C� �.. �. .,., :,.. ,. _ : ., 3 54.32 0.0817 0.0 15.044 1.229 Vel = 7.80 3 37.43 1.687 T 10.04 2.000 12.017 to 120.0 OA 10.044 0.0 7 91.75 0.2155 0.0 12.044 2.595 Vel = 13.17 0.0 ! 91.75 14.612 K Factor= 24.00 8 18.66 1.687 0.0 12.000 11.101 K Factor=5.60 to 120.0 0.0 ' 0.0 0.0 9 18.66 0.0113 0.0 12.000 0.136 Vel = 2.68 9 18.77 1.687 T 10.04� 9.000 11.237 K Factor=5.60 to 120.0 0.0 10.044 0.0 10 37.43 0.0410 0.0 19.044 0.781 Vel = 5.37 0.0 � 37.43 12.018 K Factor= 10.80 11 17.93 1.687 0.0 8.000 10.249 K Factor=5.60 to 120.0 0.0 � 0.0 0.0 12 17.93 0.0105 0.0 8.000 0.084 Vel = 2.57 12 18.00 1.687 0.0 12.000 10.333 K Factor=5.60 to 120.0 0.0 � 0.0 0.0 13 35.93 0.0380 0.0 12.000 0.456 Vel = 5.16 13 18.39 1.687 T 10.044+ 5.000 10.789 K Factor=5.60 to 120.0 0.0 10.044 0.0 10 54.32 OA817 0.0 � 15.044 1.229 Vel = 7.80 10 37.43 1.687 T 10.04 2.000 12.018 to 120.0 0.0 10.044 0.0 14 91.75 0.2155 0.0 12.044 2.596 Vel = 13.17 0.0 91.75 14.614 K Factor= 24.00 7 73.08 4.26 " - . _ J 21.067 8.000 14.612 , . ' to 120.0 I 9.217 30.284 0.0 �, �� ,. 7.3.� t�.;sv a:: . :. .: ' �:;+...�� :�.Vtrv �@�-. '•�..� -t- --- ----- -- 15 0.0 4.26 21 18.434 14.000 14.672 to 120.0 J 21.067 39.501 0.0 30 73.08 0.0016 0.0 53.501 0.083 Vel = 1.65 Computer Programs by Hyd tec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams I � Page 6 LOWER LEVEL NORTH (FUTURE OFFICES) ' 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 - 30 0.0 4.�E 4F 21.C67 285.000 1�.,'55 - to 120.0 J 21.067� 42.134 0.0 31 73.08 0.0016 0.0 I 327.134 0.509 Vel = 1.65 31 0.0 4.26 21 18.434I 105.000 15.264 to 120.0 OA 18.434 0.0 32 73.08 0.0015 0.0 ! 123.434 0.191 Vel = 1.65 32 0.0 426 J 21.067I 14.000 15.455 to 120.0 0.0 � 21.067 0.0 33 73.08 0.0016 0.0 , 35.067 0.055 Vel = 1.65 33 0.0 4.26 21 18.434 115.000 15.510 to 120.0 J 21.067� 39.501 OA 17 73.08 0.0016 0.0 I 154.501 0.240 Vel = 1.65 0.0 � 73.08 15.750 K Factor= 18.41 7 18.67 4.26 0.0 I 12.000 14.612 tG ... , , ., 120'.0.:.... . • t7.0 GA ,._ ,,.:0.0 _ , .-.-... .,_. , . � 14 18.67 0.0002 0.0 I 12.000 0.002 Vel = 0.42 14 91.75 4.26 2F 10.5341 150.000 14.614 to 120.0 0.0 � 10.534 0.0 16 110.42 0.0033 0.0 160.534 0.535 Vel = 2.49 16 0.0 4.26 21 18.434 130.000 15.149 to 120.0 2F 10.5341 50.035 0.0 17 110.42 0.0033 J 21.067� 180.035 0.601 Vel = 2.49 17 73.08 4.26 21 18.434 , 55.000 15J50 to 120.0 OA 18.434 5.197 BAS 183.5 0.0085 0.0 ' 73.434 0.627 Vel = 4.13 BAS 0.0 4.26 26 31.601 ' 2.000 21.574 to 120.0 S 28.968 � 69.786 OA SPG 183.5 0.0085 I 9.217 71.786 0.612 Vel = 4.13 SPG 0.0 6.16 21 28.692 � 100.000 22.186 to 140.0 G 4.304 32.996 OA HYD 183.5 0.0011 0.0 132.996 0.142 Vel = 1.98 HYD 100.00 6.16 OA � 100.000 22.328 Qa= 100 to 140.0 0.0 i OA 0.0 CITY 283.5 0.0024 0.0 100.000 0.238 Vel = 3.05 0.0 283.50 22.566 K Factor= 59.68 Computer Programs by Hydrat c Inc. Route 111 Windham N.H. USA 03087 , � Page 1 LOWER �EVEL NORTH (FUTURE OFFICES) � Date HYDRAULIC CALCULATIONS for + Pro%Qct name: FRESHWATER BUSINESS CENTER Loc�tfon: 2500 SHADYWOOD ROAD, NAV�RRE, MN Dra�i��g no: 2 '. Datc~: 9-26-2016 De: �>� Remote area number: 1 Remofe area/ocation; FUTURE OF;�iCE SPACE Occupancy classification: LH Density: .10 - Gpm/SqFt Area of application: 1180 -SqFt Coverage per sprink/er; 180 - SqFt ,; Type of sprink/ers calcu/ated: 1/2 No. of sprink/ers calculated: 10 In-rack demand: - GPM Hose streams: 100 - GPM Tofa/water required(including hose�Streams): 283.50 - GPM @ 22.56- Psi Type of system: W ET Volume of dry or preaction system: - Gal Wat�� supply information �� Date: 9-2016 Location: AT SITE � Source: CITY WATER DEPT Name of contractor: OLSEN FIRE PROTEC:tION Addt'�ss; 321 WILSON STREET N.E.MPLS., MN Phone number: 612-331-3111 Nam�of designer; DOUG CARLSON Autharityhaving jurisdiction: CITY FIRE INSI�ECTIONS Not��:(Include peaking information or gridd`ed systems here.) � ; , � � . , � Water Supply Curve C Page 2 LOWER LEVEL NORTH (FUTURE OFFICES) Date City Water Supply: Demand: C1 - Static Pressure : 58 D1 - Elevation : 5.197 C2 - Residual Pressure: 48 D2-System Flow : 183.502 C2 - Residual Flow : 1089 D2- System Pressure : 22.566 Hose ( Demand ) : 100 D3-System Demand :283.502 Safety Margin : 34.605 150 140 130 P 120 R 110 E 100 S 90 80 _ , ._.. �,;� ' � 70 � _., - . . -_.. _ __ R 60 C1 E 50 C2 40 30 p 20 10 3 200 400 600 800 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 NORTH (FUTURE OFFICES) Date Fitting Legend Abbrev. Name Yz 3/a 1 1 Ya 1 Yz 2 2Yz 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 F NFPA 13 45'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 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-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 90Tee-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 - - _ - - ,- . . - � .-> . _ r_. ._ , L�arty�ter'u�it5 . ' , incnes —� - , , . : . 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 :� , Pres$ure / Flow Summary - STANDARD � Page 4 LOWER LEVEL NORTH (FUTURE OFFICES) '- � Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 1 12.0 5.6 i 1.1 na 18.66 0.1 180 7.0 2 12.0 5.6 11.24 na 18.77 0.1 180 7.0. 4 12.0 5.6 ti0.25 na 17.93 0.1 150 7.0 5 12.0 5.6 10.33 na 18.0 0.1 180 7.0 6 12.0 5.6 1I0.79 na 18.39 0.1 180 7.0 3 12.0 12.02 na 8 12.0 5.6 11.1 na 18.66 0.1 180 7.0 9 12.0 5.6 11.24 na 18.77 0.1 180 7.0 11 12.0 5.6 1 p.25 na 17.93 0.1 150 7.0 12 12.0 5.6 1'�.33 na 18A 0.1 180 7.0 13 12.0 5.6 10.79 na 18.39 0.1 180 7.0 10 12.0 12.02 na 7 12A 14.61 na 15 12A 1�.67 na 30 12.0 1 .76 na 31 12.0 1 .26 na 32 12.0 15.46 na 33 12.0 1b.51 na 14 12.0 1�.61 na 16 12.0 1 .15 na 17 12.0 1 .75 na • BAS 0.0 27.57 na SPG 0.0 22.19 na HYD 0.0 2�.33 na 100.0 CITY 0.0 2 .57 na The maximum velocity is 13.17 and it occurs in the pipe between nodes 3 and 7 ! Computer Programs by Hvdr�tec Inc. Route 111 Windham N.H. USA 03087 , Final,Calculations - Hazen-Williams � Page 5 LOWER [_EVEL NORTH (FUTURE OFFICES) 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 1 18.66 1.687 0.0 ' 12.000 11.100 K Factor= 5.60 to 120.0 0.0 0.0 0.0 2 18.66 0.0113 0.0 12.000 0.136 Vel = 2.68 2 18.77 1.687 T 10.0�+ 9.000 11.236 K Factor= 5.60 to 120.0 0.0 10.044 0.0 3 37.43 0.0410 0.0 19.044 0.781 Vel = 5.37 0.0 37.43 12.017 K Factor= 10.80 4 17.93 1.687 0.0 'I 8.000 10.248 K Factor= 5.60 to 120.0 0.0 0.0 0.0 5 17.93 0.0105 0.0 8.000 0.084 Vel = 2.57 5 18.00 1.687 0.0� I 12.000 10.332 K Factor= 5.60 � to 120.0 OA 0.0 0.0 6 35.93 0.0380 0.0 12.000 0.456 Vel = 5.16 6 18.39 1.687 T 10.04 5.000 10.788 K Factor=5.60 to 120.0 0.0 ' 10.044 0.0 3 54.32 0.0817 0.0 15.044 1.229 Vel = 7.80 3 37.43 1.687 T 10.04 2.000 12.017 to 120.0 0.0, 10.044 0.0 7 91.75 0.2155 0.0:: 12.044 2.595 Vel = 13.17 0.0 �: ' 91.75 14.612 K Factor= 24.00 8 18.66 1.687 0.0; � 12.000 11.101 K Factor=5.60 to 120.0 0.0 ' 0.0 0.0 9 18.66 0.0113 0.0 12.000 0.136 Vel = 2.68 9 18.77 1.687 T 10.G�4I 9.000 11.237 K Factor=5.60 to 120.0 0.0 10.044 0.0 10 37.43 0.0410 0.0 19.044 0.781 Vel = 5.37 0.0 � 37.43 12.018 K Factor= 10.80 11 17.93 1.687 0.0. 8.000 10.249 K Factor=5.60 to 120.0 0.C I 0.0 0.0 12 17.93 0.0105 0.0 8.000 0.084 Vel = 2.57 12 18.00 1.687 0.0 12.000 10.333 K Factor= 5.60 to 120.0 0.0 I 0.0 0.0 13 35.93 0.0380 0.0 12.000 0.456 Vel = 5.16 13 18.39 1.687 T 10.044 5.000 10.789 K Factor= 5.60 to 120.0 0.0 10.044 0.0 10 54.32 0.0817 0.0 15.044 1.229 Vel = 7.80 10 37.43 1.687 T 10.044 2.000 12.018 , to 120.0 0.0 10.044 0.0 14 91.75 0.2155 0.0 12.044 2.596 Vel = 13.17 0.0 91.75 14.614 K Factor= 24.00 7 73.08 4.26 J 21.Q67 8.000 14.612 to � 120.0 I 9.217 30.284 0.0 15 73.08 0.0016 OA 38.284 0.060 Vel = 1.65 15 0.0 4.26 21 18.434' 14.000 14.672 to 120A J 21.0�7 39.501 0.0 30 � 73.08 0.0016 0.0" 53.501 0.083 Vel = 1.65 Computer Programs by Hy�dr tec Inc. Route 111 Windham N.H. USA 03087 , Fir�al C��Iculations - Hazen-Williams �-' � � ' Page 6 LOWER l_EVEL NORTH (FUTURE OFFICES) ;� 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 � 30 0.0 4.26 4F 21 A�a7I 285.000 14.755 to 120.0 J 21.0�? 42.134 0.0 31 73.08 0.0016 0.0, � 327.134 0.509 Vel = 1.65 31 0.0 4.26 21 18.43� 105.000 15.264 to 120.0 0.0 18.434 0.0 32 73.08 0.0015 0.0, 123.434 0.191 Vel = 1.65 32 0.0 4.26 J 21.00� 14.000 15.455 to 120.0 0.0 21.067 0.0 33 73.08 0.0016 0.0. ' 35.067 0.055 Vel = 1.65 33 0.0 4.26 21 18.43 115.000 15.510 to 120.0 J 21.O�T 39.501 0.0 17 73.08 0.0016 0.0 154.501 0.240 Vel = 1.65 0.0 � 73.08 15.750 K Factor= 18.41 _� 7 18.67 4.26 0.0' ' 12.000 14.612 to 120.0 0.0` ' 0.0 0.0 14 18.67 0.0002 0.0 12.000 0.002 Vel = 0.42 14 91 J5 4.26 2F 10.534�, 150.000 14.614 to 120.0 0.0' i 10.534 0.0 16 110.42 0.0033 OA 160.534 0.535 Vel = 2.49 16 0.0 4.26 21 18.4�4i 130.000 15.149 to 120A 2F 10.534 50.035 0.0 17 110.42 0.0033 J 21.067 180.035 0.601 Vel = 2.49 17 73.08 4.26 21 18.4:�4�I 55.000 15J50 to 120.0 0.0. 18.434 5.197 BAS 183.5 0.0085 0.0 73.434 0.627 Vel = 4.13 BAS 0.0 4.26 2B 31.6n1 � 2.000 21.574 to 120.0 S 28.968 69.786 0.0 SPG 183.5 0.0085 I 9.2'�J I 71.786 0.612 Vel = 4.13 SPG 0.0 6.i6 21 28.6�2 100.000 22.186 to 140.0 G 4.3fi4 i 32.996 0.0 HYD 183.5 0.0011 0.0 132.996 0.142 Vel = 1.98 HYD 100.00 6.16 0.0 T 100.000 22.328 Qa= 100 to 140.0 0.0 ! 0.0 0.0 CITY 283.5 0.0024 OA � 100.000 0.238 Vel = 3.05 0.0 283.50 22.566 K Factor= 59.68 , Computer Programs by Hydr tec Inc. Route 111 Windham N.H. USA 03087 ' R . I � Page 1 UPPER LEVEL NORTH (FUTURE OFFICES) � Date -�� HYfN$AUL/C CALCULAT/ONS ' for Project name: FRESH WATER BUSINESS CENTER Loc�ion: 2500 SHADYWOOD ROAD, NAV.ARRE, MN Drav�dng no: 2 Date: 9-26-2016 � Desi�n • Remote area number: 1 Remote area/ocation: FUTURE OF�ICE SPACE MAIN LEVEL Occupancy classification: LH Density: .10- Gpm/SqFt Area of application: 1150 -SqFt ' Coverage per sprink/er: 200 - SqFt Type of sprink/ers calculated: 1/2 No. of sprink/ers calculated: 10 I In-rack demand: - GPM � Hose streams: 100 - GPM Total water required(including hose�treams): 317.42 - GPM @ 30.66- Psi Type of system: W ET Volume of dry or preaction system: --Gal Wat.ctif�supply information ' Date: 9-2016 ' Location: AT SITE Source: CITY WATER DEPT Name of contractor: OLSEN FIRE PROTEC�'!ON Address: 321 WILSON STREET N.E.MPLS., MN Phone number: 612-331-3111 Name of designer: DOUG CARLSON Authbrity having jurisdiction: CITY FIRE INS�?ECTIONS Note�:(Include peaking information or gridci�dd systems here.) Water Supply Curve C Page 2 UPPER LEVEL NORTH (FUTURE OFFICES) Date City Water Supply: Demand: C1 -Static Pressure : 58 D1 - Elevation : 5.197 C2 - Residual Pressure: 48 D2- System Flow : 217.429 C2 - Residual Flow : 1089 D2- System Pressure : 30.660 Hose ( Demand ) : 100 D3-System Demand :317.429 Safety Margin : 26.318 150 140 130 P 120 R 110 E 100 S 90 S $� _, . _. _ __ . . . _ � U 70 .. . . R 60 C1 E 50 C2 40 D 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 UPPER LEVEL NORTH (FUTURE OFFICES) Date Fitting Legend Abbrev. Name '/2 3/a 1 1 Ya 1 Yz 2 2Yz 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 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 F NFPA 13 45'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 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-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 90Tee-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 -n ,.�#t?;t;�Umlrl�Fy' „ : - - - - - - — - - - _ _ _ _ _ - - ^- - _ _ . - . , , . ._ „ 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 x Press�re / Flow Summary - STANDARD ', Page 4 UPPER LEVEL NORTH (FUTURE OFFICES) Date Node Elevation K-Fact IPt Pn Flow Density Area Press No. _ f-,�rtual Actual Req. 250 12.0 5.6 �13.12 na 20.28 0.1 200 7.0 251 12.0 5.6 13.24 na 20.38 0.1 200 7.0 252 12A 5.6 h429 na 21.17 0.1 150 7.0 253 12.0 5.6 15.54 na 22.08 0.1 200 7.0 255 12.0 5.6 7 2.76 na 20.0 0.1 200 7.0 256 12.0 5.6 12.92 na 20.13 0.1 200 7.0 257 12.0 5.6 14.79 na 21.54 0.1 150 7.0 258 12.0 5.6 �5.72 na 22.21 0.1 200 7.0 260 12.0 5.6 fl 9.52 na 24.74 0.1 200 7.0 261 12.0 5.6 19.78 na 24.91 0.1 200 7.0 7 12A $2.18 na 15 12A �2.06 na 30 12A 21.9 na 262 12.0 �1.59 na 259 12.0 �1.58 na 254 12.0 21.58 na 31 12.0 �2.22 na 32 , 12A $2.64 na 33 12A �2.76 na 14 12.0 �2.22 na 16 12.0 ?2.72 na 17 12.0 2�3.28 na BAS 0.0 �9.33 na SPG 0.0 17 na HYD 0.0 37 na 100.0 CITY OA 3 .66 na The maximum velocity is 12.04 and it occurs in the�ipe between nodes 253 and 254 II � II • : II Computer Programs by H fdra ec Inc. Route 111 Windham N.H. USA 03087 l-� ' �inal Calculations - Hazen-Williams ' Page 5 UPPER LEVEL NORTH (FUTURE OFFICES) t Date Hyd. . Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "*`**`* Notes """`"" Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 250 � 20.28 1.687 0.0 9.000 13.120 K Factor=5.60 to 120.0 0.0 0.0 0.0 251 20.28 0.0132 0.0. 9.000 0.119 Vel = 2.91 251 20.38 1.687 21 10.0�� 12.000 13.239 K Factor=5.60 to 120.0 OA 10.044 OA 252 40.66 0.0478 0.0 22.044 1.054 Vel = 5.84 252 21.17 1.687 0.0 12.000 14.293 K Factor=5.60 to 120.0 0.0_ 0.0 0.0 253 61.83 0.1038 0.0� 12.000 1.246 Vel = 8.87 253 22.08 1.687 2T 20.0£�$ 13.000 15.539 K Factor=5.60 to 120.0 0.0- ' 20.088 0.0 254 83.91 0.1827 0.0._� 33.088 6.044 Vel = 12.04 OA 83.91 ' 21.583 K Factor= 18.06 255 20.00 1.687 0.0� � 13.000 12.755 K Factor=5.60 to 120.0 0.0 0.0 0.0 256 20.0 0.0128 0.0- ' 13.000 0.167 Vel = 2.87 256 20.13 1.687 41 20.Oi�� 20.000 12.922 K Factor=5.60 to 120.0 0.0' 20.088 0.0 257 40.13 0.0467 O.0 40.088 1.871 Vel = 5.76 257 � 21.54 1.687 0.0� ! 9.000 14J93 K Factor= 5.60 to 120.0 0.0 j 0.0 0.0 258 61.67 0.1033 0.0� 9.000 0.930 Vel = 8.85 258 22.20 1.687 2T 20.0&8� 12.000 15.723 K Factor=5.60 to ' 120.0 0.0 i 20.088 0.0 259 83.87 0.1825 OA 32.088 5.857 Vel = 12.04 0.0 � 83.87 21.580 K Factor= 18.05 260 24.74 1.687 O.d i 14.000 19.516 K Factor=5.60 to 120.0 0.0 0.0 0.0 261 24.74 0.0191 0.0 ! 14.000 0.267 Vel = 3.55 261 24.91 1.687 E 5.022 I 11.000 19.783 K Factor= 5.60 to 120.0 T 10.0�-4'I 15.066 0.0 262 49.65 0.0692 OA 26.066 1.803 Vel = 7.13 0.0 ' 49.65 21.586 K Factor= 10.69 7 -106.30 4.26 J 21.067 8.000 22.183 to 120.0 I 9.2?7 30.284 0.0 15 -106.3 -0.0031 0.0- 38.284 -0.119 Vel = 2.39 15 0.0 4.26 21 18.434 14.000 22.064 to 120.0 J 21.OE:7 39.501 0.0 30 � -106.3 -0.0031 0.0 53.501 -0.166 Vel = 2.39 30 0.0 4.26 F 5.2E�7 95.000 21.898 to 120.0 0.0 5.267 0.0 � 262 -106.3 -0.0031 0.0� 100.267 -0.312 Vel = 2.39 262 49.65 4.26 0.0- 6.000 21.586 to 120.0 0.0' I 0.0 0.0 259 -56.65 -0.0010 OA 6.000 -0.006 Vel = 1.28 • � i Computer Programs by Hydr ec Inc. Route 111 Windham N.H. USA 03087 Fina1 �alculations - Hazen-Williams . Page 6 UPPER LEVEL NORTH (FUTURE OFFICES) _ 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 259 83.87 4.26 0.0� 12.000 21.580 to 120.0 0.0;; 0.0 0.0 254 27.22 0.0002 0.0:` 12.000 0.003 Vel = 0.61 254 83.91 4.26 F 5.2�7 175.000 21.583 to 120.0 I 9.2;7 14.484 0.0 31 111.13 0.0034 O.Q 189.484 0.639 Vel = 2.50 31 0.0 4.26 21 18.43�4 105.000 22.222 to 120.0 0.�; 18.434 0.0 32 111.13 0.0034 0.0� 123.434 0.417 Vel = 2.50 32 0.0 4.26 J 21.OF� 14.000 22.639 to 120.0 0.0' � 21.067 0.0 33 111.13 0.0034 0.0 35.067 0.118 Vel = 2.50 33 0.0 4.26 21 18.4;�4 115.000 22.757 to 120.0 J 21.067; 39.501 0.0 17 111.13 0.0034 0.0 154.501 0.522 Vel = 2.50 0.0 111.13 ' 23.279 K Factor= 23.03 7 106.30 4.26 0.0 � 12.000 22.183 to 120.0 0.0 0.0 0.0 14 106.3 0.0031 0.0 12.000 0.037 Vel = 2.39 14 0.0 4.26 2F 10.534 150.000 22.220 to 120.0 0.0` � 10.534 0.0 16 106.3 0.0031 0.0;� 160.534 0.499 Vel = 2.39 16 0.0 4.26 21 18.434i 130.000 22.719 to 120.0 2F 10.534 50.035 0.0 17 106.3 0.0031 J 21.Od7�' 180.035 0.560 Vel = 2.39 17 111.13 4.26 21 18.4:?4'� 55.000 23.279 to 120.0 0.0 � 18.434 5.197 BAS _ 217.43 0.0117 0.0 � 73.434 0.858 Vel = 4.89 BAS 0.0 4.26 26 31.601 � 2.000 29.334 to 120.0 S 28.9�8 69.786 0.0 SPG 217.43 0.0117 I 9.2?7' 71.786 0.838 Vel = 4.89 � SPG 0.0 6.16 21 28.6921. 100.000 30.172 to 140.0 G 4.3G4 j 32.996 0.0 HYD 217.43 0.0015 0.0: 132.996 0.194 Vel = 2.34 HYD 100.00 6.16 0.0 100.000 30.366 Qa= 100 to 140.0 0.0�, � 0.0 0.0 CITY 317.43 0.0029 0.0 I 100.000 0.294 Vel = 3.42 0.0 317.43 30.660 K Factor= 57.33 :, i Computer Programs by Hydr ec Inc. Route 111 Windham N.H. USA 03087 . • '� ' Page 1 UPPER LEVEL NORTH (FUTURE OFFICES) Date � � -- : : HYDRAUUC CALCULAT/ONS , for Project name: FRESH WATER BUSINESS�ENTER Locafion: 2500 SHADYWOOD ROAD, NAVpRRE, MN Drawing no: 2 - Date: 9-26-2016 Design Remote area number: 1 Remote area location: FUTURE OF(�ICE SPACE MAIN LEVEL Occupancy classificafion: LH Density: .10 - Gpm/SqFt Area of application: 1150-SqFt Coverage per sprink/er: 200- SqFt ', Type of sprink/ers calcu/ated: 1/2 , No, of sprink/ers calculated: 10 In-rack demand: - GPM Hose streams: 100- GPM Tota/water required(including hose�streams): 317.42 -GPM @ 30.66- Psi Type of system: W ET .,_ _ Vplume of drv or preaction syst�m: �Gal ,�, Water supply information Date: 9-2016 Location: AT SITE Source: CITY WATER DEPT Name of contractor: OLSEN FIRE PROTECTION Address: 321 WILSON STREET N.E.MPLS., MN Phone number: 612-331-3111 Name of designer: DOUG CARLSON Authority having jurisdiction: CITY FIRE INS�ECTIONS Notes:(Inc/ude peaking information or gridd�d systems here.) , ._... _ . . ._ _ _ .._ , . � . _ � . _, . _ s: _. . _ _. . .. _ Water Su}�ply Curve C � Page 2 UPPER LE�;EL NORTH (FUTURE OFFICES) Date � � City Wat�r Supply: Demand: C1 Staiic Pressure : 58 D1 - Elevation : 5.197 C2 - Residual Pressure: 48 D2 - System Flow : 217.429�� C2 - Residuai Flow : 1089 D2 - System Pressure : 30.660 Hose ( Demand ) : 100 D3- System Demand : 317.429' Safety Margin : 26.318 : , - t� 150 � 140 � a 130 -` P 120 -;-- .. R 110 � � E 100 i S 90 � " S $� U �� ' R 60 C� � E 50 : C2 40 D 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 U�ed Summary � i ; Page 3 ' ,. UPPER LEV:EL NORTH (FUTURE OFFICES) Date Fitting Legeru Abbrev. Nan e '/z 3/a 1 1'/a 1'/z 2 2'/z 3 3'/z 4 5 6 8 10 12 14 16 18 20 24 B NFF",4 13 Butterfly VaNe 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFP413 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFF.4 13 45'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 G NFF 4 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'(irvd-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 90T�e-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 NFFA 13 Swing Check 0 0 5 7 9 11 14 16 19 27 27 32 45 55 65 T NFfi:4 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 Ur�its Inches Length Units Feet Flow Units US Gallons per Minute ` � Pressure Ur.ats Pounds per Square Inch Note: Fittir�Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent If:ngths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 excs�,t as noted with *. The fittings marked with a*show equivalent lengths values supp►ied by .nanufacturers based on specific pipe diameters and CFactors and they require no adjustmeni. All values for fittings not marked with a`will be adjusted in the calculation for CFactor;of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 WinF�am N.H. USA 03087 ' Pressure / Flow Summary - STANDARD Page 4 UPPER LEVEL NORTH (FUTURE OFFICES) Date _ Node Elevation . . K-Fact ,:�Pt . Pn , Flow _ . Density Area, Press , No. A�tual Actual Req. 250 12.0 5.6 13.12 na 20.28 0.1 200 7.0 251 12.0 5.6 13.24 na 20.38 0.1 200 7.0 252 12.0 5.6 14.29 na 21.17 0.1 150 7.0 253 12.0 5.6 15.54 na 22.08 0.1 200 7.0 255 12.0 5.6 '12.76 na 20.0 0.1 200 7A 256 12.0 5.6 12.92 na 20.13 0.1 200 7.0 257 12.0 5.6 14.79 na 21.54 0.1 150 7.0 258 12.0 5.6 15.72 na 22.21 0.1 200 7.0 260 12.0 5.6 19.52 na 24.74 0.1 200 7.0 261 12.0 5.6 19.78 na 24.91 0.1 200 7.0 7 12.0 22.18 na 15 12.0 22.06 na 30 12A 21.9 na 262 12.0 21.59 na 259 12.0 21.58 na 254 12A �1.58 na 31 12.0 22.22 na 32 12.0 �2.64 na 33 12A �2.76 na 14 12A 22.22 na 16 12.0 22.72 na 17 12.0 �3.28 na BAS 0.0 29.33 na SNta ' �.0,... • '�U.1_i na , . . . . _ HYD OA 30.37 na 100A CITY 0.0 Ii0.66 na The maximum velocity is 12.04 and it occurs in the pipe between nodes 253 and 254 ; ,-r::-. ' --� -.._ ., ,,_�._<- . , _ w -� .-c _�,•-r_� ; . .,..,. .- .-..- , , r_-r_, .. --�-.-,�---.. . _ Computer Programs by Hyd�atec Inc. Route 111 Windham N.H. USA 03087 I , Final Calculations - Hazen-Williams Page 5 UPPER LEVEL NORTH (FUTURE OFFICES) ' Date � Hyd: C�a Dia. _ . Fitting , Pipe ; F't Pt ; .. : .. Ref. "C" or Ftng's Pe Pv *`****` Notes *****' Point Qt Pf/Ft Eqv. Ln. , Total Pf Pn 250 2Q28. 1.687 0.� 9.000 13.120 K Factor=5..60 to 120.0 OA ' 0.0 0.0 251 2028 0.0132 OA 9.000 0.119 Vel = 2.91 251 20.38 1.687 21 10.04� 12.000 13.239 K Factor=5.60 to 120.0 0.0 10.044 0.0 252 40.66 0.0478 0.0 22.044 1.054 Vel = 5.84 252 21.17 1.687 0.0 12.000 14.293 K Factor=5.60 to 120.0 0.0 0.0 0.0 253 61.83 0.1038 0.0 12.000 1.246 Vel = 8.87 253 22.08 1.687 2T 20.08 13.000 15.539 K Factor=5.60 to 120.0 OA 20.088 OA 254 83.91 0.1827 0.0 33.088 6.044 Vel = 12.04 OA 83.91 21.583 K Factor= 18.06 255 20.00 1.687 0.0 13.000 12.755 K Factor= 5.60 t� .. .-12`J.fl :?,C� `�.� . �,n _.. -. . ,... 256 20.0 0.0128 0.0 13.000 0.167 Vel = 2.87 256 20.13 1.687 41 20.0� 20.000 12.922 K Factor= 5.60 to 120.0 0.0 20.088 0.0 257 40.13 0.0467 0.0 40.088 1.871 Vel = 5.76 257 21.54 1.687 0.0 9.000 14.793 K Factor=5.60 to 120.0 0.0 0.0 0.0 258 61.67 0.1033 0.0 9.000 0.930 Vel = 8.85 258 22.20 1.687 2T 20.08� 12.000 15J23 K Factor=5.60 to 120.0 0.0 20.088 0.0 259 83.87 0.1825 0.0 32.088 5.857 Vel = 12.04 0.0 83.87 21.580 K Factor= 18.05 260 24.74 1.687 0.0 14.000 19.516 K Factor=5.60 to 120A 0.0 0.0 0.0 261 24.74 0.0191 0.0 14.000 0267 Vel = 3.55 261 24.91 1.687 E 5.0221 11.000 19.783 K Factor=5.60 to 120.0 T 10.044, 15.066 0.0 262 49.65 0.0692 0.0 26.066 1.803 Vel = 7.13 0.0 49.65 21.586 K Factor= 10.69 7 -106.30 4.26 J 21.067i 8.000 22.183 to 120.0 I 9.217 30.284 OA 15 -106.3 -0.0031 0.0 38.284 -0.119 Vel = 2.39 15 0.0 4.26 21 18.434 14.000 22.064 to 120.0 J 21.067 39.501 0.0 30 -106.3 -0.0031 0.0 53.501 -0.166 Vel = 2.39 30 0.0 4.26 F 5.267 95.000 21.898 to 120.0 0.0 5.267 0.0 262 -106.3- � -0.0031 OA 100.267 -0.312 Vel = 2.39 262 49.65 4.26 �u 0.0 6.000 21.586 ` ._ �"n^ - - •s,. . �.n .,..,. . t0 .. _. . n_.... � .L.�L:�_ . .. . _ . .• - ��:L ,..,� � �.v� � - . . .. . _.. ... _. . .. . 259 -56.65 -0.0010 0.0 6.000 -0.006 Vel = 1.28 Computer Programs by Hydr tec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Page 6 UPPER LEVEL NORTH (FUTURE OFFICES) Date � Hyd. � Qa Dia. . Fitting Pipe. : Rt Pt . Ref. "C" or Ftng's Pe Pv '*"*"** Notes '"*"'" Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 259 8�.0� � �a C'.0 ,�n^n 2' �80 - . . i.�V NV 1.N to 120.0 0.0 0.0 OA 254 27.22 0.0002 0.0 ' 12.000 0.003 Vel = 0.61 254 83.91 4.26 F 5.26,7 175.000 21.583 to 120.0 I 9.217 14.484 0.0 31 111.13 0.0034 0.0 � 189.484 0.639 Vel = 2.50 31 0.0 426 21 18.434 105.000 22.222 to 120.0 0.0 ' 18.434 0.0 32 111.13 0.0034 0.0 123.434 0.417 Vel = 2.50 32 0.0 4.26 J 21.067 14.000 22.639 to 120.0 0.0 21.067 OA 33 111.13 0.0034 0.0 35.067 0.118 Vel = 2.50 33 0.0 4.26 21 18.43� 115.000 22.757 to 120.0 J 21.06� 39.501 0.0 17 111.13 0.0034 0.0 154.501 0.522 Vel = 2.50 -'�.G . , . , _ . . �. ,. . _ -,----- 111.13 23.279 K Factor= 23.03 7 106.30 4.26 0.0 ' 12.000 22.183 to 120.0 0.0 ; 0.0 OA 14 106.3 0.0031 0.0 12.000 0.037 Vel = 2.39 14 0.0 4.26 2F 10.534 150.000 22.220 to 120.0 0.0 10.534 0.0 16 106.3 0.0031 0.0 � 160.534 0.499 Vel = 2.39 16 0.0 4.26 21 18.434 130.000 22.719 to 120A 2F 10.534 50.035 0.0 17 106.3 0.0031 J 21.067� 180.035 0.560 Vel = 2.39 17 111.13 4.26 21 18.434 55.000 23.279 to 120A 0.0 18.434 5.197 BAS 217.43 0.0117 0.0 � 73.434 0.858 Vel = 4.89 BAS 0.0 4.26 26 31.601 2.000 29.334 to 120.0 S 28.96� 69.786 0.0 SPG 217.43 0.0117 I 9.217 71.786 0.838 Vel = 4.89 SPG 0.0 6.16 21 28.692 100.000 30.172 to 140.0 G 4.304� 32.996 OA HYD 217.43 0.0015 0.0 132.996 0.194 Vel = 2.34 HYD 100.00 6.16 0.0 ' 100.000 30.366 Qa= 100 to 140.0 0.0 0.0 OA CITY 317.43 0.0029 0.0 ' 100.000 0.294 Vel = 3.42 - 0.0 , 317.43 � 30.660 K Factor= 57.33 Computer Programs by Hydr tec Inc. Route 111 Windham N.H. USA 03087 . � Page 1 LOWER c+_VEL LOADING DOCK ' Date � ' HYC�IriAULIC CALCULAT/ONS - for �,'. Projecf name: FRESH WATER BUSINESS uENTER Location: 2500 SHADYWOOD ROAD, NAV,�RRE, MN Drawing no: 2 ; Date: 9-26-2016 Design Remote area number: 3 Remote area/ocation: LOADING D��'CK Occupancy classification: OH2 Density: .20 - Gpm/SqFt � Area of application: 1440 -SqFt : Coverage per sprink/er: 130- SqFt ;; Type of sprink/ers calculated: 1/2 � No, of sprink/ers calculafed: 12 � In-rack demand: - GPM = Hose streams: 250-GPM Tota/wafer required(including hose sttreams): 569.21 - GPM @ 37.16- Psi Type of system: W ET Volume of dry or preaction system: ,-,Gal Water supply information I Date: 9-2016 Location: AT SITE Source: CITY WATER DEPT ` Nanp�of contractor: OLSEN FIRE PROTECTION Add.�ss: 321 WILSON STREET N.E.MPLS , MN Pho���number: 612-331-3111 Nam�of designer: DOUG CARLSON � Auth�rityhaving jurisdiction: CITY FIRE INS�P�ECTIONS Notes:(Include peaking information or gridd�d systems here.) ,'. Water Supply Curve C Page 2 LOWER LEVEL LOADING DOCK Date City Water Supply: Demand: C1 -Static Pressure : 58 D1 - Elevation : 0.433 C2 - Residual Pressure: 48 D2-System Flow :319.216 C2 - Residual Flow : 1089 D2-System Pressure : 37.168 Hose ( Demand ) : 250 D3-System Demand : 569.216 Safety Margin : 17.821 150 140 130 P 120 R 110 E 100 S 90 S 80 ; --- - � - . .., _.. . . ... , .._ - .. . .. ,_ � :��a . a ... _._ . . .. �... ..-., - —=1--� -- . .--�---,. . —�,. __. U �� ` �— R 60 C1 E 50 C2 40 30 D3 20 10 20��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 LOADING DOCK Date Fitting Legend Abbrev. Name Yz 3/a 1 1'/a 1 Yz 2 2Yz 3 3Y2 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 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 F NFPA 13 45'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 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-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 90Tee-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 — — - ,-- _ __ � n� s-5��,�r�r�ar�c , .. , . . �. „ . . �-- .. . . �. . . . : �. . ._ .�a 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 LOADING DOCK � Date Node Elevation K-Fact '.pt Pn Flow Density Area Press No. � k�tual Actual Req. 201 1.0 5.6 21.56 na 26.0 02 130 7.0 202 1.0 5.6 21.78 na 26.13 0.2 130 7.0 203 1.0 5.6 22.59 na 26.61 0.2 130 7.0 204 1.0 5.6 24.32 na 27.61 0.2 130 7.0 206 1.0 5.6 21.56 na 26.0 0.2 130 7.0 207 1.0 5.6 �1.78 na 26.14 0.2 130 7.0 208 1.0 5.6 �2.59 na 26.62 0.2 130 7.0 209 1.0 5.6 24.32 na 27.62 0.2 130 7.0 211 1.0 5.6 21.61 na 26.03 0.2 130 7.0 212 1.0 5.6 21.83 na 26.16 0.2 130 7.0 213 1.0 5.6 22.64 na 26.64 0.2 130 7.0 214 1.0 5.6 24.37 na 27.65 0.2 130 7.0 7 12.0 �6.74 na 15 12A 26.69 na 30 12.0 �6.61 na 31 12.0 26.13 na 32 12.0 25.95 na 33 12.0 25.9 na 205 12A 25.83 na 210 12.0 25.84 na 215 12.0 25.9 na 14 12.0 �6.76 na 16 12.0 �7.0 na 17 12.0 '�7.26 na BAS 0.0 ,�4.2 na SPG 0.0 �5.91 na HYD OA 36.3 na 250.0 CITY 0.0 �37.17 na ';i The maximum velocity is 15.37 and it occurs in the pipe between nodes 214 and 215 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 " � F,inal Calculations - Hazen-Williams ��°� Page 5 LOWER LEVEL LOADING DOCK : 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 201 26.00 1.682 0.0 10.500 21.556 K Factor=5.60 to 120.0 0.0 0.0 0.0 202 26.0 0.0212 0.0 10.500 0.223 Vel = 3.75 202 26.13 1.682 0.0 10.500 21.779 K Factor=5.60 to 120.0 OA 0.0 0.0 203 52.13 0.0769 OA 10.500 0.807 Vel = 7.53 203 26.62 1.682 0.0 10.500 22.586 K Factor= 5.60 to 120.0 0.0 0.0 0.0 204 78.75 0.1648 0.0;,j 10.500 1.730 Vel = 11.37 204 27.61 1.682 E 4.95 7.000 24.316 K Factor=5.60 to 120.0 T 9.9 14.850 -4.764 205 106.36 0.2874 0.0 21.850 6.279 Vel = 15.36 0.0 106.36 25.831 K Factor= 20.93 206 26.00 1.682 0.0� 10.500 21.560 K Factor= 5.60 to 120.0 0.0 0.0 OA 207 26.0 0.0211 0.0� 10.500 0.222 Vel = 3.75 207 26.14 1.682 0.0 10.500 21.782 K Factor= 5.60 to 120.0 0.0- 0.0 0.0 208 52.14 0.0769 0.0�- 10.500 0.807 Vel = 7.53 208 26.61 1.682 0.0� 10.500 22.589 K Factor=5.60 to 120.0 0.0: 0.0 0.0 209 78.75 0.1649 0.0� 10.500 1.731 Vel = 11.37 209 27.62 1.682 E 4.95 7.000 24.320 K Factor=5.60 to 120.0 T 9.9 14.850 -4.764 210 106.37 0.2874 OA 21.850 6.280 Vel = 15.36 0.0 106.37 25.836 K Factor= 20.93 211 26.03 1.682 0.0 ' 10.500 21.606 K Factor= 5.60 to 120.0 0.0 0.0 0.0 212 26.03 0.0212 0.0 10.500 0.223 Vel = 3.76 212 26.16 1.682 0.0 10.500 21.829 K Factor=5.60 to 120.0 OA 0.0 0.0 213 52.19 0.0770 0.0 10.500 0.808 Vel = 7.54 213 26.65 1.682 0.0 10.500 22.637 K Factor=5.60 to 120.0 OA 0.0 0.0 214 78.84 0.1651 0.0 10.500 1.734 Vel = 11.38 214 27.64 1.682 E 4.95 7.000 24.371 K Factor=5.60 to 120.0 T 9.9� 14.850 -4.764 215 106.48 0.2880 0.0 21.850 6.292 Vel = 15.37 0.0 106.48 25.899 K Factor= 20.92 7 -70.81 4.26 J 21.06 8.000 26.743 to 120.0 I 9.21 30.284 0.0 15 -70.81 -0.0015 0.0 38.284 -0.056 Vel = 1.59 15 ' OA 4.26 21 18.4� 14.000 26.687 to � 120.0 J 21.06 39.501 0.0 30 -70.81 -0.0015 0.0.� 53.501 -0.078 Vel = 1.59 � � � Computer Programs by Hy atec Inc. Route 111 Windham N.H. USA 03087 F,inal:�Calculations - Hazen-Williams 4 Page 6 LOWER LEVEL LOADING DOCK 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 I 30 0.0 4.26 4F 21.06� 285.000 26.609 to 120.0 J 21.0�� 42.134 0.0 31 -70.81 -0.0015 0.0=. 327.134 -0.480 Vel = 1.59 31 0.0 4.26 21 18.4344 105.000 26.129 to 120.0 0.0 18.434 0.0 32 -70.81 -0.0015 0.0 123.434 -0.181 Vel = 1.59 32 0.0 4.26 J 21.06� 14.000 25.948 to 120.0 0.0� 21.067 0.0 33 -70.81 -0.0015 OA�. 35.067 -0.051 Vel = 1.59 33 0.0 4.26 J 21.Ot�� 24.000 25.897 to 120.0 0.0� 21.067 0.0 205 -70.81 -0.0015 0.0=, 45.067 -0.066 Vel = 1.59 205 106.36 4.26 0.0' 12.000 25.831 to 120.0 0.0. ' 0.0 0.0 210 35.55 0.0004 0.0' 12.000 0.005 Vel = 0.80 210 106.37 4.26 0.0 12.000 25.836 to 120.0 0.0- ' 0.0 0.0 215 141.92 0.0052 0.0 12.000 0.063 Vel = 3.19 215 106.48 4.26 J 21.06� 70.000 25.899 to 120.0 0.0 21.067 0.0 17 248.4 0.0149 0.0. 91_067 1.361 Vel = 5.59 OA 248.40 27.260 K Factor= 47.58 7 70.81 4.26 0.0 ' 12.000 26.743 to 120.0 0.0. , 0.0 0.0 14 70.81 0.0015 0.0 12.000 0.018 Vel = 1.59 14 0.0 4.26 2F 10.534i 150.000 26.761 to 120.0 0.0 10.534 0.0 16 70.81 0.0015 0.0 I 160.534 0.235 Vel = 1.59 16 0.0 4.26 21 18.434 130.000 26.996 to 120.0 2F 10.534� 50.035 0.0 17 70.81 0.0015 J 21.067 180.035 0.264 Vel = 1.59 17 248.41 4.26 21 18.434 55.000 27.260 to 120.0 OA 18.434 5.197 BAS 319.22 0.0238 0.0 73.434 1.746 Vel= 7.19 BAS 0.0 4.26 2B 31.6�1 2.000 34.203 to 120.0 S 28.968I 69.786 0.0 SPG 319.22 0.0238 I 92i 7 71.786 1.706 Vel = 7.19 SPG 0.0 6.16 21 28.692I 100.000 35.909 to 140.0 G 4.304 32.996 0.0 HYD 319.22 0.0030 0.0� 132.996 0.394 Vel = 3.44 HYD 250.00 6.16 OA� 100.000 36.303 Qa=250 to 140.0 0.0- 0.0 0.0 CITY 569.22 0.0086 0.0' � 100.000 0.865 Vel = 6.13 OA � 569.22 37.168 K Factor= 93.37 4 ' Computer Programs by Hydr�tec Inc. Route 111 Windham N.H. USA 03087 t � I i Page 1 LOWER LEVEL LOADING DOCK Date �; . ; ;.;..t:, , .H�YD}?QUUGCALCUlATIQNS . : _.:: . . ,.,. _ . , . i for _ . Project name: FRESH WATER BUSINESS GENTER Location: 2500 SHADYWOOD ROAD, NAVpRRE, MN Drawin�.nn; 2 _ . Date: � 9-26-2016 Design Remote area number: 3 Remote area locafion: LOADING DOCK Occupancy classification: OH2 Density: .20 - Gpm/SqFt Area of application: 1440 -SqFt , Coverage per sprinkler: 130- SqFt '� Type of sprink/ers calcu/ated: 1/2 No, of sprinklers calcu/ated: 12 In-rack demand: -GPM Hose streams: 250- GPM Total water required(including hose Streams): 569.21 -GPM @ 37.16 - Psi Type of system: W ET r.. Volume Qf d�y or areaction systerr�;, t��I _ . , , . _.. - ... __ , . ..v, „ Wafer supply information Date: 9-2016 Location: AT SITE Source: CITY WATER DEPT Name of contractor: OLSEN FIRE PROTEC�ION Address: 321 WILSON STREET N.E.MPLS.,I MN Phone number: 612-331-3111 Name of designer: DOUG CARLSON Authority having jurisdiction: CITY FIRE INSPECTIONS Notes:(Include peaking information or gridded systems here.) _ - .. . ... ..:.. .. . .. . . . .... ,..- .----:-r-? �,-_. ...� __ . .r�-�-_�- . ......, . . �.--- , .,.. . �,-�--�r_- _ . I Water Su�ply Curve C �j F Page 2 ` LOWER LEVEL LOADING DOCK Date t City Water Supply: � Demand: C1 - Sta#ic Pressure : 58 D1 - Elevation : 0.433 C2� Residual Pressure: 48 D2- System Flovw :319.216 C2;� ReSidual Flow : 1089 D2- System Pressure : 37.168 '• �; Hose ( Demand ) :250 ", , D3- System Derrand :569.216:�� '. Safety Margin : 17.821 " � _ � : 150 � 140 � - � 130 ' + _ _ .__ __ _-- — - _ _ __ ____ ___ P 120 �_ ' { R 110 � ' E 100 .� ' .. S 90 .� � � � S 80 _. U �� , _. R gp � C� - E 50 C2 40 30 D3 20 .; 10 _ ; � �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 U,.Jsd Summary - , Page 3 �� LOWER LE�fEL LOADING DOCK Date . � - Fitting Legenc� Abbrev. Nan A '/z 3/a 1 1'/a 1 Yz 2 2Yz 3 3'/z 4 - 5 6 8 10 12 14 16 18 20 24 B NFF 413 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFF;�413 9Q'Standard Elbow 1 2 2 3 4 5 6 7 8 1C 12 14 18 22 27 35 40 45 50 61 F NFF�413 45'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 �Z4 28 G NFFA 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'G�rvd-Vic Elbow#1� 0 0 2 3 4 3.5 6 5 8 7 • 8.5 10 13 17 20 23 � 25 33 36 40 J 90'T�e-Branch Grv Vic#20 0 0 4.5 6 8 8.5 10.8 13 17 1@ 21 25 33 41 50 65 78 88 98 120 S NFF�13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFF,A 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 2G' 25 30 35 50 60 71 81 91 101 121 � il � �1 Units Summ�ry ,, Diameter U�ts Inches Length Units Feet Flow Units :; US Gallons per Minute Pressure Ur:"�its Pounds per Square Inch � E� Note: Fittin�Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent tengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 exce,,t as,.noted with *. The fittings marked with a" show equivalent lengths values , supplied by��anufacturers 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 CFactorfi'of other than 120 and diameters other than Sched 40 per NFPA. - � '� Computer Programs by Hydratec Inc. Route 111 Win¢ham N.H. USA 03087 � Presgure / Flow Summary - STANDARD � Page 4 LOWER LEVEL LOADING DOCK Date ;Node Elevation K-Fact pt Pn ,Flow Density Area . Press Na A�tual Actual Req. 201 1.0 5.6 21.56 na 26.0 0.2 130 7.0 202 1.0 5.6 �1.78 na 26.13 0.2 130 7.0 203 1.0 5.6 �2.59 na 26.61 0.2 130 7.0 204 1.0 5.6 24.32 na 27.61 0.2 130 7.0 206 1.0 5.6 � - $1.56 na 26.0 0.2 130 � 7,0 207 1.0 5.6 $1.78 na 26.14 0.2 130 7.0 208 1.0 5.6 22.59 na 26.62 0.2 130 7.0 209 1.0 5.6 24.32 na 27.62 0.2 130 7.0 211 1.0 5.6 $1.61 na 26.03 0.2 130 7.0 212 1.0 5.6 21.83 na 26.16 0.2 130 7.0 213 1.0 5.6 22.64 na 26.64 0.2 130 7.0 214 1.0 5.6 24.37 na 27.65 0.2 130 7.0 7 12.0 26.74 na 15 12.0 26.6.9 na 30 12.0 26.61 na 31 12.0 ?J6.13 na 32 12.0 2�.95 na 33 12.0 2�.9 na 205 12.0 2 .83 na 210 12.0 25.84 na 215 12.0 2�.9 na 14 12.0 25.76 na 16 12.0 2�7.0 na i7 _ " i2:0 . . . � ' 2�.Z6 �.�� ,. . .. , . . , , , , BAS 0.0 3�1.2 na SPG 0.0 35.91 na HYD 0:0 3 .3 na 250.0 CITY 0.0 3 .17 na The maximum velociry is 15.37 and it occurs in the pipe between nodes 214 and 215 � . , _ ; -s,..,r'r�?q-�.-.�rr��r-Z.s'-�":?_�- . ,�-"�-`�..?'"'.__'.y..�"^...Y.vF"T'7'fnlH'.ql� �_�4-. � .�.tU.-T.Gr��.,�`.T-'���^'c__-.. . .-�l��-T>!'..: . . . T.:_:�_".��::._..Y.r (iy.. Computer Programs by Hydra�ec Inc. Route 111 Windham N.H. USA 03087 • Final�Calculations - Hazen-Wiiliams ' , Page 5 LOWER LEVEL LOADING DOCK Date Flyd: Qa Dia. Fitting _ .- i Ripe Pt =-Pt , Ref. "C" or Ftng's Pe Pv "****** Notes ***"** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn _, 201. . 26.00 1.682 �., . 0.0 , 10.5p0 21.556 K Factor=�.60 to 120.0 0.0 0.0 0.0 202 26.0 0.0212 0.0 ' 10.500 0.223 Vel = 3.75 202 26.13 1.682 0.0 ' 10.500 21.779 K Factor=5.60 to 120.0 0.0 � 0.0 OA 203 52.13 0.0769 0.0 10.500 0.807 Vel = 7.53 203 26.62 1.682 OA 10.500 22.586 K Factor=5.60 to 120.0 0.0 0.0 0.0 204 78.75 0.1648 0.0 � 10.500 1.730 Vel = 11.37 204 27.61 1.682 E 4.95 7.000 24.316 K Factor=5.60 to 120.0 T 9.9 ' 14.850 -4.764 205 106.36 0.2874 0.0 � 21.850 6.279 Vel = 15.36 0.0 106.36 25.831 K Factor= 20.93 206 26.00 1.682 0.0 10.500 21.560 K Factor= 5.60 � to ,. .-, 1�L.0 �.�C+ �� o.Q , c.� .. . . . . .-., 207 26.0 0.0211 0.0 ' 10.500 0.222 Vel = 3.75 207 26.14 1.682 0.0 10.500 21.782 K Factor=5.60 to 120.0 0.0 I 0.0 0.0 208 52.14 0.0769 0.0 � 10.500 0.807 Vel = 7.53 208 26.61 1.682 0.0 , 10.500 22.589 K Factor=5.60 to 120.0 0.0 0.0 0.0 209 78.75 0.1649 0.0 10.500 1.731 Vel = 11.37 209 27.62 1.682 E 4.95 7.000 24.320 K Factor=5.60 to 120.0 T 9.9 14.850 -4.764 210 106.37 0.2874 0.0 21.850 6.280 Vel = 15.36 0.0 106.37 25.836 K Factor= 20.93 211 26.03 1.682 0.0 10.500 21.606 K Factor=5.60 to 120A 0.0 0.0 0.0 212 26.03 0.0212 0.0 10.500 0.223 Vel = 3.76 212 26.16 1.682 0.0 10.500 21.829 K Factor=5.60 to 120.0 0.0 0.0 0.0 213 52.19 0.0770 0.0 10.500 0.808 Vel = 7.54 213 26.65 1.682 0.0 10.500 22.637 K Factor=5.60 to 120.0 0.0 � 0.0 0.0 214 78.84 0.1651 0.0 10.500 1.734 Vel = 11.38 214 27.64 1.682 E 4.95 7.000 24.371 K Factor=5.60 to 120.0 T 9.9 14.850 -4.764 215 106.48 0.2880 0.0 21.850 6.292 Vel = 15.37 0.0 106.48 � 25.899 K Factor= 20.92 7 -70.81 4.26 J 21.067 8.000 26.743 to 120.0 I 9.217 30284 0.0 - 15 -7Q.81 -0.001� OA 38.284 -0.056 Vel = 1.59 : 15 0.0 4.26 � 21 18.434 14.000 26.687 - � T".'�(7-_"•'_;� . :rA-tn- :, ��:i:� �.��-s�-, _ �7-�"=�QfS�" _'-i�:`.r3U� �.0 -._c-= _ - ,� �nn���;w.u�=.-� ,.z�-,':'^'_,�- 30 -70.81 -0.0015 0.0 53.501 -0.078 Vel = 1.59 Computer Programs by Hydrat�ec Inc. Route 111 Windham N.H. USA 03087 • F�nal•Calculations - Hazen-Williams � �' Page 6 LOWER LEVEL LOADING DOCK 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 - 3� 0.0 4.26 4F 2?.��C� 285.000 26:609 _ , . ,.. to 120.0 J 21.06�7 42.134 OA 31 -70.81 -0.0015 0.0 327.134 -0.480 Vel = 1.59 31 0.0 4.26 21 18.43# 105.000 26.129 to 120.0 0.0 18.434 0.0 32 -70.81 -0.0015 0.0 � 123.434 -0.181 Vel = 1.59 32 0.0 4.26 J 21.067 14.000 25.948 to 120.0 0.0 21.067 0.0 33 -70.81 -0.0015 0.0 35.067 -0.051 Vel = 1.59 33 0.0 4.26 J 21.06� 24.000 25.897 to 120.0 0.0 21.067 0.0 205 -70.81 -0.0015 0.0 45.067 -0.066 Vel = 1.59 205 106.36 4.26 0.0 12.000 25.831 to 120.0 OA 0.0 0.0 210 35.55 0.0004 0.0 12.000 0.005 Vel = 0.80 - - ---------- --- --- - ` 210 �t�16.37 ` ��:26` �:i:ti i�.G�O , .. . ., �5.as6_ _. � � ,. ,... ,: .�.... . ,. _. to 120.0 OA ' 0.0 0.0 215 141.92 0.0052 0.0 ! 12.000 0.063 Vel = 3.19 215 106.48 4.26 J 21.067� 70.000 25.899 to 120.0 OA 21.067 OA 17 248.4 0.0149 0.0 91.067 1.361 Vel = 5.59 0.0 248.40 27.260 K Factor= 47.58 7 70.81 4.26 0.0 12.000 26.743 to 120.0 0.0 0.0 0.0 14 70.81 0.0015 0.0 12.000 0.018 Vel = 1.59 14 0.0 4.26 2F 10.534 150.000 26.761 to 120.0 0.0 10.534 OA 16 70.81 Q.0015 0.0 160.534 0.235 Vel = 1.59 16 0.0 4.26 21 18.434 130.000 26.996 to 120.0 2F 10.534 50.035 0.0 17 70.81 0.0015 J 21.067 180.035 0.264 Vel = 1.59 17 248.41 4.26 21 18.434 55.000 27.260 to 120.0 0.0 18.434 5.197 BAS 319.22 0.0238 0.0 73.434 1.746 Vel = 7.19 BAS 0.0 4.26 2B 31.601 2.000 34.203 to 120.0 S 28.968 ' 69.786 0.0 SPG 319.22 0.0238 I 9.217 ! 71.786 1.706 Vel = 7.19 SPG 0.0 6.16 21 28.692 100.000 35.909 to 140.0 G 4.304I 32.996 0.0 HYD 319.22 0.0030 0.0 i 132.996 0.394 Vel = 3.44 HYD 250.00 6.16 0.0 100.000 36.303 Qa=250 to 140.0 0.0 I 0.0 0.0 CITY 569.22 0.0086 0.0 I 100.000 0.865 Vel = 6.13 _ _ 0.0 569.22 37.168 K Factor= 93.37 �.T _.-�. , _. _.__:_ ._. . --- ------ - � �. . -- �- � - --_. _.. .. ..0.' .. ...a. . .. .. . � .. . . .. . .... .. �. .. �. .. . -..�` . .. ... ..,. `�i' �. . ... Computer Programs by Hydra ec Inc. Route 111 Windham N.H. USA 03087 � il ,// DATE TIME Y CITY OF ORONO LLED IN IN8PECTION TICE HEDULED � PERMIT NO. ��� - � (�"'�`� C MPLETED ADDRESS �.c�l�� ,S��/C�.ra� O'WNER 'TELEPHONE NO. CONTRACTOR �L1��.�-'�v � DESCRIPTION ���� � ty ❑ FOOTING ❑ DEMO-F�NAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBIN RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATEHPROOF ❑ PLUMBIN FINAL ❑TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANI AL RI ❑ SITE INSPECTION � ❑ FRAMING ❑ MECHANI AL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BU NER/FIREPLACE ❑ COMPLAINT � ❑ FINAL ❑ WATER H K-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER H K-UP ❑ FOUNDATION/REMOVAL r ❑ DEMO-SITE ❑ SEPTIC IN�TALL Z dIMNENCOKiRRCTOR TO MEET YWl:�YE$�NO �� � MENTS: ' ,-.... � � Y � � � ! � �r � I � I,� ��� - � l �,� � -A� � P � � W aC Q � Z W I j I � �WORK SA7ISFACTOHY:PROCEED O PROJECT COMPLETE W ❑CORRECT WORK 3 PROCEED O ISSUE CERTIFlCATE OF OCCUPANCY 0 �CORRECT VMORK,CALL FOR REINSPECTION TEMPORARY V BEFORECdVERINO PERMANENT ❑COFtRECTUNSAFECONDITIONWITHIN ��• O PMOTOTAKEN INSPECTOR WlLL RETURN O STOP ORDER POSTED.CALL INSPECTOR �GTATION ISSUED O INSPEC710N REQl11RED.CALL TO ARRANGE A . can ror n�e next t�sPectto�Za rs in advance. 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