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HomeMy WebLinkAbout2005-P08288 - fire systems permit Y F OR N PERMIT C IT � O � Permit Number: 2750 Kelley Parkway - PO Box 66 Pog288 Crystal Bay, Minnesota 55323 Permit Type: Fire Systems Permit (952) 249-4600 Date Issued: iisi2oos $�TE A��RE$$: 3607 Shoreline Dr(Budget Rent A Car) Wayzata,MN 55391 P I D: 20-117-23-21-0029 DESCRIPTION: Proposed Use: Commercial-Busines Permit Class: General Permit Type: Fire Systems Permit Pernut Sub-type(s): Sprinkler System DETAILS: Approved per resolution#: Separate pemuts required: NOTICES/REMARKS: Fire Marshall To Inspect FEE SUMMARY: Permit Fee: $ 183.75 Valuation: $ 14,700.00 State Surcharge Fee: $ 735 TOTAL FEE: $ 191.10 APPLICANT: Midwest Fire Protection Inc. OWNER: Budget Group Inc.Attn: Nardine Panek 324 Harding Street NE 6251 Chancellor Drive Minneapolis,MN 55413 Orlando,FL 32809 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREE 0 ALL WORK IN STRI OMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESO A BUIL CODE MENTS. APPLICA T ERMITEE SIGNATURE ED BY SIGNATURE Covies: 1-File(Si�nitures Required). 1-Anplicant, 1-Monthlv Reports. 1-Assessine, 1-Finance Page 1 � Ao �a�8 �� ���� �`' /a -/�3-D� � , ��\ . CITY OF ORONO APPLICATION FOR Box 66 (2750 Kelley Parkway) FIRE SPRINKLER SYSTEM PERMIT Crystal Bay, NIN 55323 GENERAL INFORMATION 1. Permits are required for all fire sprinkler installation and repair. All work shall be done by a licensed fire sprinkler contractor. 2 sets of plans, specification and hydraulic calculation sheets shall be submitted to the Orono Fire Marshal a minimum of 7 davs before start o:work. 2. You may apply for permits by mail or in person at the Ciry offices. 3. Aii systems shall be designed, installed and maintained to N.F.P.A.-13, N.F.P.A.-25, and Minnesota State Building Code, Minnesota Uniform Fire Code and Standards. All attic systems are to be spaced at a maximum of 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. 5. Yard or wall post indicator valves are required. All indicting and control valves 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 valves shall be installed on each floor level or zone of system. Main drain and inspectors test valves shall be piped to the outside. 7. No water is to be introduced into the sprinkler system until main had been thoroughly flushed. Air test and flushing shall be witnessed by City of Orono Water Department. 8. An approved audible/visual device wired to main flow switch shall be installed above the Fire Department 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 addition of 20 or more heads, hydraulic calculations and flow test will be required. 10. All final flow or trip tests shall be witnessed by the Orono Fire Marshal. Appointments can be made by calling Orono City offices, (612)244-4600. 24-hour notice required. 11. ALL WORK (rough-in and fmal) MUST BE INSPECTED. PERMITS ARE NOT VALID UNTIL YOU RECEIVE A PERMIT AND JOB-SITE CARD. Call(612)249-4600 24-hours in advanced to schedule your inspections. Instructions Complete all items on this application. Compute the permit fee. Sign and date the certification. INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED. If you have questions, call 249-4600. You will be notified by phone when the permit review is completed. Permit will be issued to contractors at the City offices (2750 Kelley Parkway). Please check one: � New Addition Remodel Replace � JOB SITE: ���- 7 �f_��t_,�-c ;>,% �c:� Zip: Owner's Name: � � � rV 1�wl J C�✓�h �2�.��,� Telephone Number: iVlailing Address: ;,,�,� City: Zip: Sprinl:ler Contractor: ��,;���.,��r- �_,,�� j,��,--��U�.-�,-�. �� Telephone Number: ��� -=�� I -i i��� Contractor's Address: '3 z� i�A�:-�,� ,�i; ��� City: y���/-�c r� ��� Zip: ,!,-� ��s' Contact Person: �J r �, l�� c-N-����- Phone I�umber: �or� =-:� :�� i- � ��� � (Circle one: Cell, Pager ffic PERMIT FEE CALCULATION 1. 1.25% of Contract Price* or inimum Fee 35.00 3 � � 7 v o J-� x .0125 $ � � • (contract price) 2. State Surcharge. ** Add the Sta�� Building Code Division 3 S Surcharge to each permit. � ��,? G' � ,=� x .0005 $ 7-�' or $.50, whichever is greater (c�ontract price) 3. Posta�e and Handlin� (Only mail-in applications) $ 1.50 4. TOTAL PERMIT FEE (Add lines 1-3 above) $ t 4 ! ,'`' * CONTRACT PRICE or JOB COST means the actual or estimated dollar amount charged for the permitted work including materials, labor, profit, and other fixed costs. It is the amount to be charged to the customer for the work done. If any material, equipment, labor, or installation are furnished by the owner, tenant or any other party the reasonable market value of such items must be added to the estimated cost or contract price for permit fee purposes. In the event that there is a dispute on the amount of the job cost, the City may request the submission of a signed copy of the actual contract. ** The STATE SURCHARGE is .0005 of the contract price under $1,000,000 or $.50 - whichever is greater. For valuations over$1,000,000 call the Department of Inspectional Services for the price. The undersigned hereby applies to the City for issuance of a Sprinkler System Pernut, agrees to do all work in strict accorda e with the ordinances of the City and the regulations of N.F.P.A. 13, and certifies th all s e ents made on this application are complete, true and correct. Applicant's Signature: • Date: �z � � /° Approved By: Sc� z" ��� �MO Q��� � �v- Date: � ^S -a s ������ �� ��dW �C�.��������� LFlRE N� PRO�ECT10 NC.I. 324 Harding Street Northeast Minneapolis, MN 55413-2802 (612)331-1411 FAX(612)331-1412 JOB NUMBER/PHONE DATE TO CiTy Of Orono Fire Prevention 10725 12/13/2004 2750 Kelley Parkway ATTENTION Orono, MN 55356 Bill Meyer RE: A-1 Minnetonka Rental 3607 Shoreline Drive Orono, MN 55356 WE ARE SENDING YOU X Attached Under separate cover via the following items. � X Shop drawings Prints Plans Specifications Samples Copy of letter Change order Other: COPIES DATE NUMBER DESCRIPTION 6 1 of 1 Sprinkler shop drawing 6 Hydraulic Calculations 6 SubmIttal Data (Sprinkler heads & Pipe) THESE ARE TRANSMITTED as checked below: For your approvai Approved as submitted Resubmit copies for approval 4 For your use Approved as noted Submit copies for distribution X As requested Returned for corrections Return corrected prints X For review and comment Other FOR BIDS DUE/DATE: PRINTS RETURNED AFTER LOAN TO US REMARKS COPYTO SIGNED James A. Kuempel If enclosures are not as noted,please notify us at once. PHOOUCT 13127 FOLO RT(>)TO FIT COMPANION 771 011-0-WE ENVELOPE. NEBS TO R80fCJ81':1-$OO-ZZS-B3SO Of W W W.f10bS.COf71 PHINTEU IN U.S.A. C • ' Job Number:Calc.Area#i HYDRAULIC CALCULATIONS Location: A-1 MINNETONKA RENTAL 3607 Shoreline Drive Orono, MN. Job Number: Calc. Area #1 Design Area: Calc. Area #1 - Upper Attic Date: 12/12/04 16:38:09 Design Data: Occupancy Classification: Light Hazard Density: O.lOgpm/ft2 Area of Application: 1950.00ftz (Actual 2021.28ftz) Coverage Per Sprinklerc 120.00ft2 Number of Sprinklers Calcuiated: 27 Outside Hose Streams: 10O.00gpm Total Hose Streams: 100.00gpm Total Water Required: 874.37gpm Including hose streams Maximum Pressure Unbalance In Loops: O.00psi Volume of Water in Pipes: 418.96ga1 Maximum Velocity Above Ground: 14.29fps between nodes 23 and 223 Maximum Velocity Under Ground: 11.69fps between nodes 2:1 and 2:17 Supply Pressure(s) : Available Required Safety Margin -------------------------------------------------------------------- Supply node tag:2:1 55.55psi 48.83psi 6.73psi Name of Contractor: MIDWEST FIRE PROTECTION, INC. Address: 324 Harding St. SE� Minneapolis, MN. 55413 i Designer: Daniel A. Kaiser State Certification/License Number: C-021 Authority Having Jurisdiction: City �A 149T-2004,M.E.P.CAD,Inc. IZ/1ZJ04 16:38:27 p�� ` ' 1ob Number:Cak.Area#1 WATER SUPPLY DATA 30URCE STATIC RE3IDUAL F.LOW pivATT.nnr.r gp•r�, gEQUI12ED NODE PRE33URE PRE3$URE @ PRE83URE @ DEt�iPID PRE38UR8 TAG (Psi) (PS1) (9P�) (Psi) (9P�) (Psi) ---------------------------------------------------------------------------- 2:1 58.00psi 50.00psi 1185.00gpm 55.55psi 624.37gpm 48.83psi StJ1��1ARY OF QUTFLQWING DEVICES �� �� DEVICE FLOW EZOW K-FACTOR PRE33URE (4Pm) (4Pm) (psi) -------------------------------------------------------------------------- SPR 320 26.34gpm 14.82gpm 5.60 22.I2psi SPR 321 23.25gpm � 14.82gpm 5.60 17.23psi SPR 322 23.lOgpm 14.82gpm 5.60 17.Olpsi SPR 323 22.98gpm 14.82gpm 5.60 16.84psi SPR 635 26.42gpm 26.00gpm 5.60 22.27psi SPR 333 26.92gpm 14.82gpm 5.60 23.12psi SPR 334 21.80gpm 14.82gpm 5.60 15.15psi SPR 335 20.74gpm 14.82gpm 5.60 13.72psi SPR 336 20.64gpm 14.82gpm 5.b0 13.58psi SPR 344 20.74gpm 14.82gpm 5.60 13.72psi SPR 345 18.92gpm 14.82gpm 5.60 11.42psi SPR 346 18.83gpm 14.82gpm 5.60 11.30psi SPR 356 20.43gpm 14.82gpm 5.60 13.31psi SPR 357 17.68gpm 14.82gpm 5.60 9.97psi SPR 467 17.59gpm I4.82gpm 5.60 9.87psi SPR 362 19.24gpm 14.82gpm 5.60 11.81psi SPR 363 15.79gpm 14.82gpm 5.60 7.95psi SPR 364 15.70gpm 14.82gpm 5.60 7.86psi SPR 376 19.07gpm 14.82gpm 5.60 11.60psi SPR 377 15.23gpm 14.82gpm 5.60 7.40psi SPR 378 15.14gpm 14.82gpm 5.60 7.31psi SPR 389 18.99gpm 14.82gpm 5.60 11.50psi SPR 390 14.96gpm 14.82gpm 5.60 7.14psi SPR 391 14.88gpm 14.82gpm 5.60 7.06psi SPR 405 19.25gpm 14.82gpm 5.60 11.82psi SPR 406 14.90gpm 14.82gpm 5.60 7.08psi 3PR 407* 14.82gp�m 14.82gpm 5.60 7.00psi * Most demanding sprinkler. ��1997-2004,M.E.P.CAD,I�. 11J12/04 16:3828 p�Z � � Job Number:Calc.Ana#1 FITTINGS LEGEND E Elbow T Tee L LongEl C CheckVlv F BflyVlv G GateVlv A AlarmChk D DryPipeVlv Q 45-Elbow R TeeRun 0 Coupling W SwingChk V D1gVlv s Strainer c FDC g Gauge . X Cross P PumpOut r PressRed B Backflow u Unknown Z Cap _ J Joint f F1owDev M F1tgNode H Hose S Source N Nozzle K Sprinkler Y �Hydrant p PumpIn " �"�1997-2004,M.E.P.CAD,Inc. 12/12/04 16:38:28 Page 3 ' ' Job Numbea:Cak.Area#i NODE ANALYSIS . NODE ELEVATION FITTING3 PRE33URE DI3CAARGE (Foot) (psi) (gpm) ----------------------------------------------------------- 2 10-0 29.93psi 2:17 -7-7'� 43.48psi 2:23 -1-10'� Tee 39.16psi 16 10-0 Tee 28.83psi 23 10-0 Tee 28.39psi 31 10-0 Tee 28.18psi 35 10-0 Tee 28.13psi 38 11-3 LongE1 25.64psi 115 14-9 Tee 18.13psi 116 16-0 Elbow 17.42psi 117 11-3 Tee 17.95psi 118 12-6 Elbow 17.24psi 119 15-4� Elbow 23.48psi 120 16-0� Etbow 22.64psi 221 15-4� Tee 24.73psi 121 15-6� Elbow 18.37psi � 122 16-2� Elbow 17.64psi , 223 15-6� Tee I9.36psi 212 16-0 Tee 24.17psi 132 16-0 Tee 24.06psi 133 16-8 Elbow 23.65psi 134 14-9 Tee 14.73psi 135 16-0 Elbow 14.06psi 136 11-3 Tee 14.59psi 137 12-6 Elbow 13.91psi 239 18-1�s Elbow 16.19psi 138 18-9'� Elbow 15.51psi 112 18-1'� Tee 17.07psi 150 14-9 Tee - 12.36psi 151 16-0 Elbow 11.70psi 152 11-3 Tee 12.23psi 153 12-6 Elbow 11.58psi 252 18-9 Tee 15.09psi 163 14-9 Tee 10.86psi 164 16-0 Elbow 10.22psi 26I 11-3 Tee 10.75psi 262 12-6 Elbow l0.11psi 267 18-9 Tee 14.66psi 180 16-9 Tee 8.77psi 181 18-0 Elbow 8.15psi 182 13-3 Tee 8.68psi 183 14-6 Elbow 8.06psi 276 20-9 Tee 13.07psi 204 16-9 Tee 8.20psi 205 18-0 Elbow 7.59psi 206 13-3 Tee 8.12psi 207 14-6 Elbow 7.50psi 296 20-9 Tee 12.86psi 224 16-9 Tee 7.94psi 225 18-0 Elbow 7.32psi 228 13-3 Tee 7.85psi �"�1997-2004,M.E.P.CAD,Inc. 12/12/04 16:3828 Page 4 ' ' ]ob Number:Catc.Area#1 229 14-6 Elbow 7.24psi 309 20-9 Tee 12.75psi 246 16-9 Elbow 7.88psi 247 18-0 Elbow 7.26psi 248 13-3 Elbow 7.79psi 249 14-6 Elbow 7.18psi 325 20-9 Elbow 12.72psi 2:1 0-0 Source 48.83psi 524.37gpm 320 16-0� K=5.6 22.12psi 26.34gpm 321 16-2� K=5.6 17.23psi 23.25gpm 322 16-0 K=5.6 17.Olpsi 23.lOqpm 323 12-6 K=5.6 16.84psi 22.98gpm 635 13-0 K=5.6 22.27psi 26.42gpm 333 16-8 K=5.6 23.12psi 26.92gpm 334 18-93a K=5.6 15.15psi 21.80gpm 335 16-0 K=5.6 13.72psi 20.74gpm 336 12-6 K=5.6 13.58psi 20.64gpm 344 20-0 K=5.6 13.72psi 20.74gpm 345 16-0 K=5.6 11.42psi 18.92gpm 346 12-6 K=5.6 11.30psi 18.83gpm 356 20-0 K=5.6 13.31psi 20.43gpm 357 16-0 K=5.6 9.97psi 17.68gpm 467 12-6 K=5.6 9.87psi 17.59gpm 362 22-0 K=5.6 11.81psi 19.24gpm 363 18-0 K=5.6 7.95psi 15.79gpm 364 14-6 K=5.6 7.$6psi 15.70gpm 376 22-0 K=5.6 11.60psi 19.07gpm 377 18-0 K=5.6 7.40psi 15.23gpm 378 14-6 K=5.6 7.31psi 15.14gpm 389 22-0 K=5.6 11.50psi 18.99gpm 390 18-0 K=5.6 7.14psi 14.96gpm 391 14-6 K=5.6 7.06psi 14.88gpm 405 22-0 K=5.6 11.82psi 19.25gpm 406 18-0 K=5.6 7.08psi 14.90gpm 407 14-6 K=5.6 7.00psi 14.82gpm �O 1997-2004,M.E.P.CAD,Iac. I1J12l04 16:38:28 Page S ' � Job Number:Cak.Mx#1 HYDRAULIC ANALYSIS Pi Diamet�r F1oN Volocity HWC Fric. I�oas Langth Ps�asuro Doxnstraam Elevatioa Discharqa R-Factor Pt Pa Fittiaq8 $q. Leaqth 3++*��+� stream Tot. MS 1.10 14.82gpm 4.97fps C=120 0.05824 0-6 Pf 0.18psi 407 14-6 14.82gpm 5.60 7.00psi K=5.6 2-6� Pe 249 14-6 7.18psi Elbow 3-0� Pv RN 1.10 14.82gpm 4.97fps C=120 0.05824 1-3 Pf 0.07psi 249 14-6 7.18psi Pe 0.54psi 248 13-3 7.79psi 1-3 Pv BL 2.16 14.82gp�m 1.30fps C=120 0.00223 8-0 Pf 0.06psi 248 13-3 7.79psi Elbow 18-5� Pe 228 13-3 • 7.85psi Tee 26-5'� Pv BL 2.16 29.69gpm 2.61fps C=120 0.00808 8- Pf 0.26psi 228 . 13-3 7.85psi Tee 24-7'� Pe 206 13-3 8.12psi Tee 32-7'� Pv BL 2.16 44.84gpm 3.94fps C=120 0.01731 8-0 Pf 0.56psi 206 13-3 8.12psi Tee 24-7'� Pe 182 13-3 8.68psi Tee 32-7'� Pv BL 2.16 60.53gpm 5.31fps C=120 0.03017 8-0 Pf 1.21psi 182 13-3 8.68psi Tee 32-0 Pe 0.87psi 261 11-3 10.75psi 2L,T 40-0 Pv BL 2.16 78.12gpm 6.86fps C=120 0.04836 6-0 Pf 1.48psi 261 11-3 10.75psi Tee 24-7� Pe 152 11-3 12.23psi Tee 30-7'K Pv BL 2.16 96.95gpm 8.51fps C=120 0.07210 8-0 Pf 2.35psi 152 11-3 12.23psi Tee 24-7;s Pe 136 11-3 14.59psi Tee 32-7�s Pv BL 2.16 117.59gpm 10.32fps C=120 0.10303 8-0 Pf 3.36psi , 136 11-3 14.59psi Tee 24-7� Pe 117 11-3 17.95psi Tee 32-7'� Pv BL 2.16 140.57gpm 12.34fps C=120 0.14334 13-1 Pf 7.70psi 117 11-3 17.95psi Tee 40-7'� Pe 38 11-3 25.64psi 2T,L 53-6'� Pv RN 2.16 140.57gpm 12.34fps C=120 0.14334 1-3 Pf 1.94psi 38 11-3 25.64psi 12-3�s Pe 0.54psi 35 10-0 28.13psi Tee 13-6� Pv CM3 4.26 140.57gpm 3.16fps C=120 0.00521 10-11=� Pf 0.06psi 35 10-0 28.13psi Pe 31 20-0 28.18 si 1Q-11� Pv CM3 4.26 281.90gpm 6.35fps C=120 0.01888 11-0 Pf 0.21psi 31 10-0 28.18psi Pe 23 10-0 28.39psi 11-0 Pv CM3 4.26 444.68gpm lO.Olfps C=120 0.04389 9-11 Pf 0.43psi 23 10-0 28.39psi Pe 16 10-0 28.83psi 9-11 Pv CM3 4.26 524.37gpm 11.80fps C=120 0.05953 18-6'� Pf 1.lOpsi 16 10-0 28.83psi Pe 2 10-0 29.93psi 18-6'� Pv CM3 4.26 524.37gpm 11.80fps C=120 0.05953 26-6'� Pf 4.09psi 2 10-0 29.93psi 42-1'� Pe 5.14psi 2:23 -1-10� 39.16psi 2L,T 68-7� Pv FR 4.26 524.37gpm 11.80fps C=120 0.05953 4-10'� Pf 1.83psi 2:23 -1-10'� 39.16psi 25-9'� Pe 2.49psi 2:17 -7-7'� 43.48psi F=-0.94,C=-0.6 30-8�s Pv UG 4.28 524.37gpm 11.69fps C=140 0.04375 111-7'� Pf 8.65psi 2:17 -7-7'� 43.48psi 86-0 Pe -3.30psi 2:1 0-0 48.83psi L,G=-0.16,2T,S 197-7�► Pv ••••• Route 1 ••••• �O 1997-2004,M.E.P.CAD,I�. 12/17J04 16:38:28 Page 6 ` � Job Number.Ca�.Ares#1 Pi Diamvter " E'low Veloci SoiC FriC. Loss Lonqth Proasus-a Do�mstream Elavation Diacharqe R-Hactor Bt Pn Fittiaqa 8q. Length 3ummary stream Tot. MS 1.10 14.88gpm 4.99fps C=120 0.05868 0-6 Pf 0.18psi 391 14-6 14.8$gpm 5.60 7.06psi K=5.6 2-6� Pe 229 14-6 7.24psi Elbow 3-O�s Pv RN 1.1 14.88gpm 4.99fps C=120 0.05868 1-3 Pf 0.07psi 229 19-6 7.24psi Pe 0.54psi 228 13-3 7.85psi 1-3 .Pv ••••• Route 2 ••••• MS 1.10 14.90gpm 4.9 fps C=120 0.05888 0-6 Pf 0.18psi 406 18-0 19.90gpm 5.60 7.08psi K=5.6 2-6� Pe 247 18-0 7.26psi Elbow 3-O�a Pv RN 1.10 19.90gpm 4.99fps C=120 0.05888 1-3 Pf 0.07psi 247 18-0 7.26psi Pe 0.54psi 246 16-9 7.88psi 1-3 Pv BL 2.16 14.90gpm 1.31fps C=120 0.0022 8-0 Pf 0.06psi 246 16-9 7.88psi Elbow 18-5'� Pe 224 16-9 7.94psi Tee 26-5'� Pv BL 2.16 29.87gpm 2.62fps C=120 0.00816 8-0 Pf 0.27psi 224 16-9 7.94psi Tee 24-7'�t Pe 204 16-9 8.20psi Tee 32-7'� Pv BL 2.16 45.lOgpm 3.96fps C=120 0.01750 8-0 Pf 0.57psi 204 16-9 8.20psi Tee 24-7'� Pe 180 16-9 8.77 si Tee 32-7'� Pv BL 2.16 60.89gpm .35fps C=120 0.03049 8- Pf 1.22psi 180 16-9 8.77psi Tee 32-0 Pe 0.87psi � 163 14-9 10.86psi 2L,T. 40-0 Pv BL 2.16 78.57ypm 6.90fps C=120 0.04887 6-0 Pf 1.50psi 163 14-9 10.86psi Tee 24-7'n Pe O.00psi 150 14-9 12.36psi Tee 30-7'-� Pv BL 2.16 97.4 gpm 8.56fps C=120 O.Q7285 8-0 Pf 2.38psi 150 14-9 12.36psi Tee 24-7�a Pe -O.00psi 134 14-9 14.73psi Tee 32-7'� Pv BL 2.16 118.24gpm 10.38fps C=120 0.10409 8-0 Pf 3.39psi 134 14-9 14.73psi Tee 24-7� Pe 115 19-9 18.13psi Tee 32-7�t Pv BL 2.16 141.34gpm 12.41fps C=120 0.14480 15-10'n Pf 8.00psi 115 14-9 18.13psi Tee 39-4'� Pe 2.06psi _ 31 10-0 28.18psi 4L,T 55-2� Pv ••••• Route 3 ••••• MS 1.10 14.96gpm 5.02fps C=120 0.05932 0-6 Pf 0.18psi 390 18-0 14.96gpm 5.60 7.14psi K=5.6 2-6� Pe 225 18-0 7.32psi Elbow 3-0� Pv RN 1.10 14.96gpm 5.02fps C=120 0.05932 1-3 Pf 0.07psi 225 18-0 7.32psi Pe 0.54psi 224 16-9 7.94psi 1-3 Pv ••••• Route 4 ••••• MS 1.10 15.14gpm 5.08fps C=120 0.06064 0-6 Pf 0.19psi 378 14-6 15.14gpm 5.60 7.31psi K=5.6 2-6� Pe 207 14-6 7.50psi Elbow 3-0� Pv RN 1.10 15.14gpm 5.08fps C=120 0.06064 1-3 Pf 0.08psi 207 19-6 7.50psi Pe 0.54psi 206 13-3 8.12psi 1-3 Pv ••••• Route 5 ••••• MS 1.10 15.23gpm S.lOfps C=120 0.06130 0-6 Pf 0.19psi 377 18-0 15.23gpm 5.60 7.40psi K=5.6 2-6� Pe 205 18-0 7.59psi Elbow 3-O�t Pv RN 1.10 15.23gpm S.lOfps C=120 0.06130 1-3 Pf 0.08psi 205 18-0 7.59psi Pe 0.54psi 204 16-9 8.20psi 1-3 Pv ••••• Route 6 ••••• �O 1997-2004,M.E.P.CAD,Inc. IZ/12/04 16:38:28 Page 7 ' ' Job Number:Calc.Aroa#1 Pi Type Diametor Flox Voloci Boi�C Fric. Loas Lonqth Pressuro Dorrnstzeam 8levation Diacharga R-LPactor Pt Pn �ittings 8q. Lenqth Su�ary str�am Tot. DR 1.10 26.42gpm 8. 6fps C=120 0.16987 4-9 Pf 3.20psi 635 13-0 26.42gpm 5.6022.27psi K=5.6 14-1'� Pe -1.30psi 212 16-0 24.17psi 3E,T 18-10'-� Pv BL 2.16 53.35gpm 4.68fps C=120 0.02388 5-0 Pf 0.30psi 212 16-0 24.17psi 7-4'� Pe 0.26psi 221 15-4� 24.73psi 2L 12-4�+[ Pv BL 2.16 79.69gpm 7,OOfps C=120 0.05016 15-5'� Pf 1.76psi 221 15-4�t 24.73psi 19-B� Pe 2.34psi 16 10-0 28.83psi 2L,T 35-1�c Pv ••••• Route 7 ••••• MS 1.10 15.70qpm 5.26fps C=120 0.06482 0-6 Pf 0.20psi 364 14-6 15.70gpm 5.60 7.86psi K=5.6 2-6� Pe 183 14-6 8.06psi Elbow 3-0� Pv RN 1.10 15.70gpm 5.26fps C=120 0.06482 1-3 Pf 0.08psi 183 14-6 8.06psi Pe 0.54psi 182 13-3 8.68psi 1-3 Pv ••••• Route 8 • MS 1.10 15.79gpm 5.29fps C=120 0.06552 0-6 Pf 0.20psi 363 18-0 15.79gpm 5.60 7.95psi K=5.6 2-6� Pe 181 18-0 8.15psi Elbow 3-O�x Pv RN 1.10 15.79gpm 5.29fps C=120 0.06552 1-3 Pf 0.08psi 181 18-0 8.15psi Pe 0.54psi 180 16-9 6.77psi 1-3 Pv ••-�• Route 9 ••••- MS 1.10 17.59gpm 5.90fps C=120 0.08001 0-6 Pf 0.25psi 467 12-6 17.59gpm 5.60 9.87psi' K=5.6 2-6� Pe 262� 12-6 l0.11psi Elbow 3-O�s Pv RN 1,10 17.59gpm 5.90fps C=120 0.08001 1-3 Pf O.lOpsi 262 12-6 l0.11psi Pe 0.54psi 261 11-3 10.75 si 1-3 Pv ••••• Route 10 ••••• MS 1.10 17.68gpm 5.93fps C=120 0.08079 0-6 Pf 0.25psi 357 16-0 17.68gpm 5.60 9.97psi K=5.6 2-6� Pe 164 16-0 10.22psi Elbow 3-O�s Pv . RN 1.10 17.68gpm 5.93fps C=120 0.08079 1-3 Pf O.lOpsi 164 16-0 10.22psi Pe 0.54psi 163 14-9 10.86psi 1-3 Pv •�••• �Route 11 •���• � � MS 1.10 18.83gpm 6.31fps C=120 0.09071 0-6 Pf 0.28psi 346 12-6 18.83gpm 5.6011.30psi K=5.6 2-6� Pe 153 12-6 11.58 si Elbow 3-O�i Pv RN 1.10 18.83gpm 6.31fps C=120 0.09071 1-3 Pf O.11psi 153 12-6 11.56psi Pe 0.54psi 152 11-3 12.23psi 1-3 Pv ••••• Route 12 ••••• MS 1.10 18.92gpm 6.34fps C=120 0.09160 0-6 Pf 0.28psi 345 16-0 18.92gpm 5.6011.42psi K=5.6 2-6� Pe 151 16-0 11.70psi Elbow 3-0� Pv RN 1.10 18.92gpm 6.34fps C=120 0.09160 1-3 Pf O.11psi 151 16-0 11.70psi Pe 0.54psi 150 14-9 12.36psi 1-3 Pv ••••• Route 13 ••••• SP 1.10 18.99gpm 6.37fps C=120 0.09223 1-3 Pf 0.71psi 389 22-0 18.99gpm 5.6011.50psi K=5.6 6-5 Pe 0.54psi 309 20-9 12.75psi Tee 7-8 Pv BL 2.16 38.25gpm 3.36fps C=120 0.01290 8-0 Pf 0.10psi 309 20-9 12.75psi Pe 296 20-9 12.86psi 8-0 Pv BL 2.16 57.32gpm 5.03fps C=120 0.02727 8-0 Pf 0.22psi 296 20-9 12.86psi Pe 276 20-9 13.07psi 8-0 Pv ��1997-2004,M.E.P.CAD,Inc. 17J1?J04 16:38:28 Page 8 ' Job Numbec:Calc.Area#i Bipe Di�ter Lslox Voloci S�C S'riC. LoBe L�sgth Proasuro Do�atream 81e�vation Discharge FC-Factor Pt Pn Fittinga Bq. Leaqth 3ummary stream Tot. BL 2.16 76.57gpm .72fps C=120 0.04659 8-0 Pf 0.72psi 276 20-9 13.07psi 7-4'� Pe 0.87psi 267 18-9 14.66psi 2L 15-4'� Pv BL 2.16 97.00gpm 8.52fps C=120 0.07216 6-0 Pf 0.43psi 267 18-9 14.66psi pe 252 18-9 15.09 si 6-0 Pv BL 2.16 117.74gpm 10.34fps C=120 0.10328 9-1'� Pf 1.70psi 252 18-9 15.09psi 7-4'� Pe 0.28psi 112 18-1'�t 17.07psi 2L 16-5� Pv BL 2.16 139.53gpm 12.25fps C=120 0.14140 8-4� Pf 1.19psi 112 18-1'� 17.07psi Pe 1.lOpsi 223 15-6�t 19.36psi 8-4�x Pv BL 2.16 162.78gpm 14. 9fps C=120 0.18805 15-6 Pf 6.62psi 223 15-6� 19.36psi 19-8'�t Pe 2.41psi 23 10-0 28.39psi 2L,T 35-2'�. Pv ••••• Route 14 •-••• SP 1.10 19.07gpm 6.39fps C=120 0.09295 1-3 Pf 0.71psi 376 22-0 19.07gpm 5.6011.60psi K=5.6 6-5 Pe 0.54psi 296 20-9 12.86psi Tee 7-8 Pv ••••• Route 15 ••••• SP 1.10 19.24gpm 6.45fps C=120 0.09448 1-3 Pf 0.72psi 362 22-0 19.24gpm 5.6Q11.81psi K=5.6 6-5 Pe 0.59psi 276 20-9 13.07psi Tee 7-8 Pv •••• Route 16 ••••• SP 1.10 19.25gpm 6.45fps C=120 0.09457 1-3 Pf 0.36psi 405 22-0 19.25qpm 5.6011.82psi K=5.6 2-6� Pe 0.54psi 325 20-9 12.72psi Elbow 3-9� Pv BL 2.16 19.25gpm 1.69fps C=120 0.00362 8-0 Pf 0.03psi 325 20-9 12.72psi Pe 309 20-9 12.75 si 8-0 Pv ••••• Route 17 ••••• SP 1.10 20.43gpm 6.85fps C=120 0.10552 1-3 Pf 0.81psi 356 20-0 20.43gpm 5.6013.31psi K=5.6 6-5 Pe 0.54psi 267 18-9 14.66psi Tee 7-8 Pv ••••• Route 18 ••••• - MS 1.10 20.64gpm 6.92fps C=Z2-0 0.10751 0-6 Pf 0.33psi 336 12-6 20.64gpm 5.6013.58psi K=5.6 2-6� Pe 137 12-6 13.91psi Elbow 3-0� Pv RN 1.10 20.64gpm 6.92fps C=120 0.10751 1-3 Pf 0.1 psi 137 12-6 13.91psi Pe 0.54psi 136 11-3 14.59psi 1-3 Pv ••••• Route 19 ••••• SP 1.10 20.74gpm 6.95fps C=120 0.10853 1-3 Pf 0.83psi 394 20-0 20.74gpm 5.6013.72psi K=5.6 6-5 Pe 0.54psi 252 18-9 15.09psi Tee 7-8 Pv ••••• Route 20 ••••• MS 1.10 20.74gpm 6.95fps C=120 0.10856 0-6 Pf 0.33psi 335 16-0 20.74gpm 5.6013.72psi K=5.6 2-6� Pe 135 16-0 14.06psi Elbow 3-0� Pv RN 1.10 20.74gpm 6.95fps C=120 0.10856 1-3 Pf 0.14psi 135 16-0 14.06psi Pe 0.54psi 134 14-9 14.73psi 1-3 Pv ••••• Route 21 ••••• . MS 1.10 21.80gpm 7.31fps C=120 0.11896 0-6 Pf 0.36psi 334 18-9'K 21.80gpm 5.6015.15psi K=5.6 2-6�s Pe O.00psi 138 18-9'� 15.51psi Elbow 3-0� Pv RN 1.10 21.80qpm 7.31fps C=120 0.11896 0-8 Pf 0.38psi 138 18-9'� 15.Slpsi 2-6� Pe 0.29psi 239 18-1'� 16.19psi Elbow 3-2�a Pv �O 1997-2004,M.E.P.CAD,Inc. 12/12/04 16:38:28 Page 9 • • Job Number:Calc.Acea#1 Pi Dia�tar Flox Voloci HWC Fric. Loas I.�qth Prossus� DoMnstream $levation Diacharqe K-8actor Pt Pn Fittinga &q. Lenqth 3u�ary 8tream Tot. AO 1.10 21.80gpm 7.31fps C=120 0.11896 1-0 Pf 0.88psi 239 18-1� 16.19psi 6-5 Pe 112 18-1'� 17.07psi Tee 7-5 Pv ••••• Route 22 ••••• MS 1.10 22.98qpm 7.70fps C=120 0.13118 0-6 Pf 0.40psi 323 12-6 22.98gpm 5.6016.84psi K=5.6 2-6�a Pe 118 12-6 17.24psi Elbow 3-O�t Pv RN 1.10 22.9 gpm . Ofps C=120 0.13118 1-3 Pf 0.16psi 118 12-6 17.24psi Pe 0.54psi 117 11-3 17.95psi 1-3 Pv ••••• Route 23 ••••• MS 1.10 23.lOqpm 7.74fps C=120 0.13245 0-6 Pf 0.41psi 322 16-0 23.lOgpm 5.6017.Olpsi K=5.6 2-6�a Pe 116 16-0 17.42psi Elbow 3-O�s Pv RN 1.1 23.lOgpm 7.74fps C=120 0.13245 1-3 Pf 0.17psi 116 16-0 17.42psi Pe 0.54psi 115 14-9 18.13psi 1-3 Pv ••••• Route 24 ••••• MS 1.10 23.25gpacn .79fps C=120 0.13402 0-6 Pf 0.41psi 321 16-2�t 23.25gpm 5.6017.23psi K=5.6 2-6� Pe O.00psi 122 16-2� 17.64psi Elbow 3-0'yt Pv RN 1.10 23.25gpm 7.79fps C=120 0.13402 0-8 Pf .43psi 122 16-2�t 17.64psi 2-6� Pe 0.29psi 121 15-6� 18.37psi Elbow 3-2�t Pv AO 1.10 23.25gpm '1.79fps C=120 0.13402 1-0 Pf 0.99psi 121 15-6� 18.37psi 6-5 Pe 223 15-6�s 19.36psi Tee 7-5 Pv •••• Route 25 MS 1.10 26.34gpm 8.83fps C=120 0.16886 0-6 Pf 0.52psi 320 16-O�t 26.34gpm 5,.6022.12psi =5.6 2-6�t Pe O.00psi 120 16-O�x 22.64psi Elbow 3-0� Pv RN 1.10 26.34gpm 8.83fps C=120 0.16886 0-8. Pf 0.55psi 120 16-0� 22.64psi 2-6�i Pe 0.29psi 119 15-4� 23.48psi Elbow 3-2�t Pv AO 1.10 26.34gpm 8.83fps C=120 0.16886 1-0 Pf 1.25psi 119 15-4�t 23.48psi 6-5 Pe 221 15-4� 24.73psi Tee 7-5 Pv ••••• Route 26 -•••• MS 1.10 26.92gpm 9.02fps C=120 0.17585 0-6 Pf 0.54psi 333 16-8 26.92gpm 5.6023.12psi K=5.6 2-6� Pe 133 16-8 23.65psi Elbow 3-0� Pv RN 1.10 26.92gpm 9.02fps C=120 0.17585 0-6 Pf 0.12psi 133 16-8 23.65psi Pe 0.29psi 132 16-0 24.06psi 0-8 Pv BL 2.16 26.92gpm 2.36fps C=120 0.00674 3-7 Pf O.11psi 132 16-0 24.06psi Tee 12-3� Pe 212 16-0 24.17psi 15-10� Pv ••••• Route 27 ••••• IInita Key Diameter: Inch Elevation: Foot Flow: gpm Discharge: gpm Velocity: fps Pressure: psi Length: Foot Friction Loss: psi/Foot HWC: Hazen-Williams Constant Pt: Total pressure at a point in a pipe Pn: Normal pressure at a point in a pipe �O 1997-2004,M.E.P.CAD,Inc. 12J17fi4 16:3828 Page 10 ' ' Job Numb�:Caic.Aroa Nl Pf: Pressure loss due to friction between points Pe: Pressure due to elevation difference between indicated points Pv: Velocity pressure at a point in a pipe ��1997-2004,M.E.P.CAD,Inc. 12/1ZJQ4 16:38:28 Page i i , Job Number:Calc.Aiea�I l HYDRAULIC GRAPH �oo so ao �o 60 S'tatic pressure 58.00ps ,� a � 5� 24.37gpm with hose strea 1185.0 pm 50•OOpsi a524.37gpm�48.83psi 40 30 System demand curve 20 10 0 450300 450 6� 750 900 1050 1200 1350 1500 Water flow,gpm Supply at Nade 2:1 Static pressure:58.00psi Residual Pressure:1185.00gpm�50.00psi System Demand:524.37gpm�48.83psi System Demand with hose sVeams:624.37gpm @ 48.83psi �O 1997-2004,M.E.P.CAD,Ina 12/12/04 16:38:28 Page 12 �, , Job Numba:Cak.Atea#1 Hydraulic Flow Diagram � 3 J��e+ � � � ��y� 1 + @ p �� p�e g�� 9 � ��a e e6 9 0 � e� � L d � a 1 �� � \ ��199'7-2004,M.E.P.CAD,Inc. IZ/12/04 16:38:28 Page 13 . � . Job Namba:Ca{c.Area#2 HYDRAULIC CALCULATIONS Location: A-1 MINNETONKA RENTAL 3607 Shoreline Drive Orono, MN. Job Number: Calc. Area #2 Design Area: Calc. Area #2 - Upper Storage Date: 12/12/04 16:43:07 Design Data: Occupancy Classification: Ordinary Group II Density: 0.20gpm/ft2 Area of Application: 974.00ftz (Actual 1021.73ft2} Coverage Per Sprinkler: 112.00ft2 Number of Sprinklers Calculated: 1T Outside Hose Streams: 250.00qpm Total Hose Streams: 250.00gpm Total Water Required: 767.62gpm Including hose streams Maximum Pressure Unbalance In Loops: 0.00psi Volume of Water in Pipes: 418.96ga1 Maximum Velocity Above Ground: 12.84fps between nodes 16 and 265 Maximum Velocity Under Ground: 5.97fps between nodes 2:1 and 2:17 Supply Pressure(s) : Available Required Safety Margin -------------------------------------------------------------------- Supply node tag:2:1 56.27psi 50.21psi 6.06psi Name of Contractor: MIDWEST FIRE PROTECTION, INC. Address: 324 Harding St. SE Minneapolis, MN. 55413 Designer: Daniel A. Kaiser State Certification/License Number: C-021 Authority Having Jurisdiction: City �O 1997-2004,M.E.P.CAD,Inc. 1?J12/04 16:43:14 � Pa�i � � Job Number:Cak.Ama#2 WATER SUPPLY DATA SOtJRCE 3TATIC RE3IDUAL FLOW AVAILABLE 'POTAL REQUIRED NODE PRE33URE PRE33URE @ PRE33URE @ DE1�ND PRE33URE TA6 (psi) (psi) (gpm) (pai) (gpm) (psi} ---------------------------------------------------------------------------- 2:1 58.00psi 50.00psi 1185.00gpm 56.27psi 517.62gpm 50.21psi SUI�lARY QF OUTFLOWING DEVICES �� �� DEVICE FLO�W ETA�W K-FACTOR PRE$$URE (9P�) (�) (pai) -------------------------------------------------------------------------- SPR 643 27.66gpm 22.40gpm 5.60 24.39psi SPR 650 26.70gpm 22.40gpm 5.60 22.74psi SPR 651 25.89gpm 22..40gpm 5.60 21.38psi SPR 657 24.71gpm 22.40gpm 5.60 19.47psi SPR 658 23.91gpm 22.40gpm 5.6� 18.23psi SPR 667 23.98gpm 22.40gpm 5.60 18.34psi SPIt 668 23.18gpm 22.40gpm 5.60 17.13psi SPR 675 23.63gpm 22.40gpm 5.60 17.81psi SPR 676 22.83gpm 22.40gpm 5.60 16.62psi SPR 686* 22.40gp� 22.40gpm 5.60 16.00psi SPR 687 22.73gpm 22.40gpm 5.60 16.48psi * Most demanding sprinkler. - - �O 1997-2004,M.E.P.CAD,Inc. 12/12/04 16:43:14 page 2 • � lob Numbex:Caic.Area k2 FITTINGS LEGEND E Elbow T Tee L LongEl C CheckVlv F BflyVlv G GateVlv A AlarmChk D DryPipeVlv Q 45-Elbow R TeeRun 0 Couplinq W SwingChk V D1gVlv s Strainer c FDC g Gauge X Cross P PumpOut r PressRed B Backflow u Unknown Z Cap J Joint f F1owDev M F1tgNode H Hose S Source N Nozzle K Sprinkler Y Hydrant p PumpIn ���1997-2004,M.E.P.CAD,Inc. 12/12/04 16:43:14 Page 3 � Job Number:Cak.An,a�!2 NODE �,�v�Ys�s NODE ELEVATION FITTINGS PRE3$URE DI3CHARGE (Foot) (psi) (gpm) ----------------------------------------------------------- 2 10-0 41.68psi 24 10-0 Tee 41.61psi 27 11-6 LongEl 39.45psi 2:17 -7-7'� 51.02psi 2:23 -1-10�s Tee 48.00psi 16 10-0 Tee 41.53psi 265 16-0 Tee 26.57psi 295 11-6 Tee 24.61psi 299 16-0 Tee 23.16psi 392 13-6 Tee 20.93psi 395 18-0 Tee 19.59psi 425 13-6 Tee 19.64psi 428 18-0 Tee 18.34psi 453 13-6 Tee 19.05psi 456 18-0 Tee 17.76psi 478 13-6 Elbow 18.90psi 490 18-0 Tee 17.60psi 2:1 0-0 Source 50.21psi 267.62gpm 643 13-0 K=5.6 24.39psi 27.66gpm 650 8-6 K=5.6 22.74psi 26.70gpm 651 13-0 K=5.6 21.38psi 25.89gpm 657 10-6 K=5.6 19.47psi 24.71gpm 658 15-0 K=5.6 18.23psi 23.91gpm 667 10-6 K=5.6 18.34psi 23.98gpm 668 15-0 K=5.6 17.13psi 23.18gpm 675 10-6 K=5.6 17.81psi 23.63gpm 676 I5-Q K=5.6 16.62psi 22.83gpm 686 11-10 K=5.6 16.00psi 22.40gpm 687 15-0 K=5.6 16.48psi 22.73gpm ��1997-2004,M.E.P.CAD,Inc. 12/12/04 16:43:14 Page 4 . . Job Number:Calc.Area�!2 HYDRAULIC ANALYSIS Pipo Typo Diamotar FloM Voloci H�PC Fric. Loss L�rsqth Pr�ssurs Do�natraam Elovation Diachargo R-�'actor Pt Pn Fittiags Sq. Loaqth Summary stream Tot. DR 1.10 22.4 gpm 7.51fps C=120 0.12513 9-8�i Pf 3.62psi 686 11-10 22.40gpm 5.6016.00psi K=5.6 19-2� Pe -0.72psi 478 13-6 18.90psi SE,T 28-11 Pv BL 2.16 22.40gpm 1.97fps C=120 0.00479 6-9%�t Pf 0.15psi 478 13-6 18.90psi 24-7;a Pe 453 13-6 19.05psi 2T 31-4�t Pv BL 2.16 46.03gpm 4.04fps C=120 0.01818 8-0 Pf 0.59psi 453 13-6 19.OSpsi 24-7'� Pe 425 13-6 19.64psi 2T 32-7�t Pv BL 2.16 70.Olgpm 6.15fps C=120 0.03948 8-0 Pf 1.29psi 425 13-6 19.64psi 24-7�t Pe 392 13-6 20.93psi 2T 32-7'�t Pv BL 2.16 94.73gpm 8.32fps C=120 0.06907 8-9� Pf 2.82psi 392 13-6 20.93psi 32-0 Pe 0.87psi 295 11-6 24.61psi 2L,2T 40-9�s Pv BL 2.16 121.43gpm 10.66fps C=120 0.10934 33-6 Pf 14.83psi 295 11-6 24.61psi 102-1� Pe O.00psi 27 11-6 39.45psi 8T,L 135-7�+t Pv RN 2.16 121.43gpm 10.66fps C=120 0.10934 1-6 Pf 1.Slpsi 27 11-6 39.45psi 12-3� Pe 0.65psi 24 10-0 41.61psi Tee 13-9�i Pv CM3 4.26 267.62gpm 6.02fps C=120 0.01715 4-7 Pf O.OBpsi 24 10-0 41.61psi Pe 2 10-0 41.68psi 4-7 Pv CM3 4.26 267.62gpm 6.02fps C=120 0.01715 26-6'�t Pf 1.18psi 2 10-0 41.68psi 42-1'� Pe 5.14psi 2:23 -1-10'-t 48.00psi 2L,T 68-7� Pv FR 4.26 267.62gpm 6.02fps C=120 0.01715 4-10'� Pf 0.53psi 2:23 -1-10'� 48.00psi 25-9'� Pe 2.49psi 2:17 -7-7'-c 51.02psi F=-0.27,C=-0.17 30-8'�► Pv UG 4.28 267.62gpm 5.97fps C=140 0.01261 111-7'� Pf 2.49psi 2:17 -7-7�c 51.02psi 86-0 Pe -3.30psi 2:1 0-0 50.21psi L,G=-0.05,2T,S 197-7%� Pv ••••• Route 1 ••••• DR 1.10 22.73gpm 7.62fps C=120 0.12858 4-9 Pf 2.42psi 687 15-0 22.73gpm 5.6016.48psi K=5.6 14-1� Pe -1.30psi 490 18-0 17.60psi 3E,T 18-10%a Pv BL 2.16 22.73gpm 2.00fps C=120 0.00493 8-0 Pf 0.16psi 490 18-0 17.60psi 24-7'�t Pe 456 18-0 17,76psi 2T 32-7'�t Pv BL 2.16 45.56gpm 4.00fps C=120 0.01'783 8-0 Pf 0.58psi 456 18-0 17.76psi 24-7'� Pe 428 18-0 18.34psi 2T 32-7'� Pv BL 2.16 68.74gpm 6.04fps =120 0.0 816 8-0 Pf 1.24psi 428 18-0 18.34psi 24-7'� Pe 395 18-0 19.59psi 2T 32-7'� Pv BL 2.16 92.65qpm 8.13fps C=120 0.06629 8-9� Pf 2.71psi 395 18-0 19.59psi 32-0 Pe 0.87psi 299 16-0 23.16psi 2L,2T 40-9�c Pv BL 2.16 118.54gpm 10.41fps C=120 0.10458 8-0 Pf 3.41psi 299 16-0 23.16psi 24-7� Pe 265 16-0 26.57psi 2T 32-7� Pv BL 2.16 146.20gpm 12.84fps C=120 0.1541 28-5'� Pf 12.35psi . 265 16-0 26.57psi 51-8� Pe 2.60psi 16 10-0 41.53psi 3T,4L 80-1� Pv ��1997-2004,M.E.P.CAD,Inc. 12/1?J04 16:43:]4 Page 5 • . Job Number:Cak.Area�!2 Pi Diamote� E`lon Vilocity S�C H'ric. Loss Lenqth Ps�assuro DoMnstr�am Slevatioa Diacharqa R-Faator Pt Pn Fittinqa Sq. Lenqth 3u�ary S�� Tot. CM3 4.26 146.20gpm 3.29fps C=120 0.00560 13-11'� Pf 0.08psi 16 10-0 41.53psi pe 24 10-0 91.61psi 13-11� Pv ••••• Route 2 ••••• DR 1.10 22.83gpm 7.65fps C=120 0.12960 4-9 Pf 2.44psi 676 15-0 22.83gpm 5.6016.62psi' K=5.6 14-1'� Pe -1.30psi 456 18-0 17.76psi 3E,T 18-10'� Pv ••• Route 3 ••••• DR 1.10 23.18gpm 7.77fps C=120 0.13329 4-9 Pf 2.51psi 668 15-0 23.18gpm 5.6017.13psi K=5.6 19-1'� Pe -1.30psi 428 18-0 18.34psi 3E,T 18-10'�x Pv ••••• Route 4 ••••• DR 1.10 23.6 gpm 7.92fps C=120 0.13818 4-3 Pf 2.54psi 675 10-6 23.63gpm 5.6017.81psi K=5.6 14-1%t Pe -1.30psi 453 13-6 19.OSpsi 3E,T 18-4'� Pv • Route 5 •• DR 1.10 23.91gpm B.Olfps C=120 0.14116 4-9 Pf 2.66psi 658 15-0 23.91gpm 5.6018.23psi K=5.6 14-1'� Pe -1.30psi 395 18-0 19.59psi 3E,T 18-10�i Pv ••••• Route 6 ••• DR 1.10 23.98gpm 8.04fps C=120 0.14194 4-3 Pf 2.60psi 667 10-6 23.98g�n 5.6018.34psi K=5.6 14-1'� Pe -1.30psi 425 13-6 19.64psi 3E,T 18-4� Pv ••••• Route 7 ••••• DR 1.10 24.71gpm 8.28fps C=120 0.15007 4-3 Pf 2.75psi 657 10-6 24.71gpm 5.6019.47psi K=5.6 14-1%� Pe -1.30psi 392 13-6 20.93psi . 3E,T 18-4'n Pv ••••• Route 8 • DR 1.10 25.89gpm 8.68fps C=120 0.16359 4-9 Pf 3.08psi 651 13-0 25.89gpm 5.6021.38psi K=5.6 14-1'� Pe -1.30psi 299 16-0 23.16psi 3E,T 18-10'�t Pv ••••• Route 9 •••�• DR 1.10 26.70qpm 8.95fps C=120 0.17318 4-3 Pf 3.18psi 650 8-6 26.70gpm 5.6022.74psi K=5.6 14-1'� Pe -1.30psi 295 11-6 24.61psi - 3E,T 18-4'� Pv ••••• Route 10 •• DR 1.10 27.66gpm 9.27fps C=120 0.18479 9-9 Pf 3.48psi 643 13-0 27.66gpm 5.6024.39psi K=5.6 14-1� Pe -1.30psi 265 16-0 26.57psi 3E,T 18-10'�s Pv ••••• Route 11 ••••• Qnits ICey Diameter: Inch Elevation: Foot Flow: gpm Discharge: gpm Velocity: fps Pressure: psi Length: Foot " Friction Loss: psi/Foot HWC: Hazen-Williams Constant Pt: Total pressure at a point in a pipe Pn: Normal pressure at a point in a pipe Pf: Pressure loss due to friction between points Pe: Pressure due to elevation difference between indicated points Pv: Velocity pressure at a point in a pipe ��1997-2004,M.E.P.CAD,Inc. 12/12/04 16:43:14 p�( . . Job Numhes:Csic.Area�/2 HYDR.AULIC GRAPH ,00 so so �o 60 - pressure 5e.o0ps� •� a 7 � 517.82 m with hoae streams 1185. 50.00psi � 267.62gpm 50.21�i a 40 30 ys�m demand cunre 20 10 0 050300 d50 600 750 900 1050 1200 1350 1500 Water flow.9Pm Suppy at Node 2:1 Static pressure:58.00psi Residual Pressure:1165.00gpm�50.00psi System Demand:267.629Pm�50•21psi System Demand with hose streams:517.62gpm�50.21psi �A 1997-2004,M.E.P.CAD,Inc. 1?Ji?J04 16:43:15 Page 7 - . . Job Number.Caic.Area N2 Hydraulic Flow Diagram j'�'�/�� • , a��—p _..,e�. + 0 1 � � . o + v v v e e v v ° a � ° � e s v e o v � a''O 1997-2004,M.E.P.CAD,Inc. 12/12/04 16:43:15 Page 8 � ' � ]ob Number:Calc.Area#3 HYDRAULIC CALCULATIONS Location: A-1 MINNETONKA RENTAL 3607 Shoreline Drive Orono, MN. Job Number: Calc. Area #3 Design Area: Calc. Area #3 - Lower Storage Date: 12/12/04 16:46:04 Design Data: Occupancy Classification: Ordinary Group II Density: 0.20gpm/ft2 Area of Application: 919.00ft2 (Actual 1003.29ftz) Coverage Per Sprinkler: 130.00ftz Number of Sprinklers Calculated: 10 Outside Hose Streams: 250.00gpm Total Hose Streams: 250.00gpm Total Water Required: 792.88gpm Including hose streams Maximum Pressure Unbalance In Loops: O.00psi Volume of Water in Pipes: 418. 96ga1 Maximum Velocity Above Ground: 17.23fps between nodes 77 and 73 Maximum Velocity Under Ground: 6.53fps between nodes 1 and 17 Supply Pressure(s) : Available Requirec3 Safety Margin -------------------------------------------------------------------- Supply node tag: 1 56.11psi 41.47psi 14.64psi Name of Contractor: MIDWEST FIRE PROTECTION, INC. Address: 324 Harding St. SE Minneapolis, MN. 55413 Designer: Daniel A. Kaiser State Certification/License Number: C-021 Authority Having Jurisdiction: City ��1997-2004,M.E.P.CAD,Inc. 12/12/04 16:46:07 Page 1 Job Number:Calc.Area#3 WATER SUPPLY DATA SOURCE STATIC RESIDUAL FLOW AVAILABLE TOTAL REQUIRED NODE PRESSURE PRESSURE @ PRE33URE @ DEMAND PRESSURE TAG (psi) (psi) (gpm) (psi) (gpm) (psi) ---------------------------------------------------------------------------- 1 58.00psi 50.00psi 1185.00gpm 56.11psi 542.88gpm 41.47psi S Y OF DUTFLOWING DEVICES ACTUAL MINIM�JM DEVICE FLOW FLOW K-EACTOR PRES3URE (gpm) (gpm) (psi) -------------------------------------------------------------------------- SPR 557 37.50gpm 26.00gpm 8.00 21. 98psi SPR 571 30.26qpm 26.00gpm 8.00 14.31psi SPR 572 29.33gpm 26.00gpm 8.00 13.44psi SPR 573 29.08gpm 26.00gpm 8.00 13.21psi SPR 585 29.34gpm 26.00gpm 8.00 13.45psi SPR 586 28.37gpm 26.00gpm 8.00 12.58psi SPR 587 28.lOgpm 26.00gpm 8.00 12.34psi SPR 601* 26.00gpm 26.00gpm 8.00 10.56psi SPR 602 27.07gpm 26.00gpm 8.00 11.45psi SPR 603 27.82gpm 26.00gpm 8.00 12.lOpsi * Most demanding sprinkler. ��1997-2004,M.E.P.CAD,Inc. 12/12/04 16:46:07 Page 2 Job Number.Calc.Area#3 FITTINGS LEGEND - - - - - - - - - - - - - - - E Elbow T Tee L LongEl C CheckVlv F BflyVlv G GateVlv A AlarmChk D DryPipeVlv Q 45-Elbow R TeeRun 0 Coupling W SwingChk V D1gVlv s Strainer c FDC g Gauge X Cross . P PumpOut r PressRed B Backflow u Unknown Z Cap J Joint f F1owDev M F1tgNode H Hose S Source N Nozzle K Sprinkler Y Hydrant p PumpIn ��1997-2004,M.E.P.CAD,Inc. 12/12/04 16:46:07 Page 3 Job Number:Cala Area#3 NODE ANALYSIS NODE ELEVATION FITTINGS PRESSURE DISCHARGE (Foot) (psi) (gpm) ----------------------------------------------------------- 2 10-0 38.58psi 17 -7-7� 41.83psi 77 -1-10'� Tee 38.71psi 73 -2-5� Tee 30. 62psi 76 -2-5� Tee 30.50psi 269 -2-0'� Elbow 28. 60psi 339 0-11� Tee 16.98psi 340 0-11� Tee 16.06psi 341 0-11� Tee 15.85psi 418 0-11'� Elbow 13.44psi 445 0-11'� Elbow 12.35psi 1 0-0 Source 41.47psi 292.88gpm 557 -2-0� K=8.0 21.98psi 37.50gpm 571 0-11'�a K=8.0 14.31psi 30.26gpm 572 0-11� K=8.0 13.44psi 29.33gpm 573 0-11'. K=8.0 13.21psi 29.08gpm 585 0-11'a K=8.0 13.45psi 29.34gpm 586 0-11� K=8.0 12.58psi 28.37gpm 587 0-11%a K=8.0 12.34psi ZS.lOgpm 601 0-11'� K=8.0 10.56psi 26.00gpm 602 0-11'� K=8.0 11.45psi 27.07gpm 603 0-11� K=8.0 12.10psi 27.82qpm ��1997-2004,M.E.P.CAD,Inc. 12/12/04 16:46:07 Page 4 Job Number:Calc.Area�f3 HYDRAULIC ANALYSIS Pipe Type Diameter Flow Velocity HWC Fric. Loss Length Pressure Dovmstream Elevation Discharqa K-Eactor Pt Pn Fittinqs Eq. Length 3ummary U stream Tot. Len BL 1.10 26.00gpm 8.71fps C=120 0.16485 12-4 Pf 2.88psi 601 0-11� 26.00gpm 8.0010.56psi K=8.0 5-1'� Pe 418 0-ll�t 13.44psi 2E 17-5'� Pv BL 1.68 26.00gpm 3.75fps C=120 0.02121 0-6 Pf O.Olpsi 418 0-113a 13.44psi Pe 585 0-11'� 13.45psi 0-6 Pv BL 1.68 55_34gpm 7.99fps C=120 0.08581 10-0 Pf 0.86psi 585 0-11'�a 29.34gpm 8.0013.45psi K=8.0 Pe 571 0-113a 14.31psi 10-0 Pv BL 1.68 85.60gpm 12.36fps C=120 0.19231 4-0 Pf 2.67psi 571 0-11'� 30.26gpm 8.0014.31psi K=8.0 9-10�C Pe 339 0-11� 16.98psi Tee 13-10� Pv CM2 2.63 255.37gpm 15.02fps C=120 O.I6320 47-0 Pf 12.I5psi 339 0-ll�a 16.98psi 27-5'� Pe 1.48psi 73 -2-5%t 30.62psi 2L,T 74-5'� Pv CM1 2.63 292.88gpm 17,23fps C=120 0.21029 12-4 Pf 8.37psi 73 -2-5�. 30.62psi 27-5'� Pe -0.27psi 77 -1-10%+ 38.71psi 2L,T 39-9� Pv E'R 4.26 292.88gpm 6.59fps C=120 0.02027 4-10'� Pf 0.62psi 77 -1-10� 38.71psi 25-9� Pe 2.49psi 17 -7-7�a 41.83psi F=-0.32,C=-0.2 30-8;a Pv UG 4.28 292.88gpm 6.53fps C=140 0.01489 111-7�a Pf 2.94psi 17 -7-7� 41.83psi 86-0 Pe -3.30psi 1 0-0 41.47psi L,G=-0.05,2T,S 197-7�, Pv •• •• Route 1 ••••• BL 1.10 27.07gpm 9.07fps C=120 0.17761 2-6 Pf 0.90psi 602 0-11;, 27.07gpm 8.0011.45psi K=8.0 2-6� Pe 445 0-11'�a 12.35psi Elbow 5-0� Pv BL 1.68 27.07gpm 3.91fps C=120 0.02285 10-0 Pf 0.23psi 445 0-11� 12.35psi Pe 586 0-111� 12.58psi 10-0 Pv BL 1.68 55.44gpm 8.Olfps C=120 0.08609 10-0 Pf 0.86psi 586 0-11� 28.37gpm 8.0012.58psi K=8.0 Pe 572 0-114 13.44psi 10-0 Pv BL 1.68 84.77gpm 12.24fps C=120 0.18884 4-0 Pf 2.62psi 572 0-11;a 29.33gpm 8.0013.44psi K=8.0 9-10, Pe 340 0-11'�a 16.06psi Tee 13-10'� Pv CM2 2.63 169.77gpm 9.99fps C=120 0.07668 12-0 Pf 0.92psi 340 0-11� 16.06psi Pe 339 0-11'� 16.98psi 12-0 Pv ••••• Route 2 ••••• BL 1.68 27.82gpm 4.02fps C=120 0.02405 10-0 Pf 0.24psi 603 0-11� 27.82gpm 8.0012.10psi K=8.0 Pe 587 0-11'� 12.34psi 10-0 Pv BL 1.68 55.92gpm 8.07fps C=120 0.08748 10-0 Pf 0.87psi 587 0-ll;a 28.lOgpm 8.0012.34psi K=8.0 Pe 573 0-11� 13.21psi 10-0 Pv BL 1.68 85.00gpm 12.27fps C=120 0.18981 4-0 Pf 2.64psi 573 0-11'-a 29.08gpm 8.0013.21psi K=8.0 9-10�c Pe 341 0-11'� 15.85psi Tee 13-10� Pv CM2 2.63 85.00gpm S.00fps C=120 0.02132 10-0 Pf 0.21psi 341 0-11� 15.SSpsi pe 340 0-ll;a 16.06psi 10-0 Pv ••••• Route 3 ••••• ��1997-2004,M.E.P.CAD,inc. 12/12/04 16:46:0� Page 5 Job Number.Calc.Area�i3 Pipe R�.pe Diameter Flox Velocity FiWC Eric. Loss Lenqth Presaure Doxnstream Elevation Diacharge IC-Factor Pt Pn Fittinqs Eq. Length Swnmary IIpstream Tot. Lenqth BL 1.10 37.50gpm 12.57fps C=120 0.32467 12-8� Pf 6.62psi 557 -2-0� 37.50gpm 8.0021.98psi K=8.0 7-83a Pe 269 -2-0'� 28.60psi 3E 20-4� Pv DY 1.68 37.50gpm 5.42fps C=120 0.04178 25-11'�a Pf 1.70psi 269 -2-0%c 28.60psi 14-10'� Pe 0.20psi 76 -2-5� 3a.50psi 2L,T 40-9'� Pv CM1 2.63 37.50gpm 2.21fps C=120 0.00469 23-9 Pf O.11psi 76 -2-5� 30.50psi pe 73 -2-5�, 30.62psi 23-9 Pv ••••• Route 4 ••••• Units Key Diameter: Inch Elevation: Foot Flow: gpm Discharge: gpm Velocity: fps Pressure: psi Length: Foot Friction Loss: psi/Foot HWC: Hazen-Williams Constant Pt: Total pressure at a point in a pipe Pn: Normal pressure at a point in a pipe Pf: Pressure loss due to friction between points Pe: Pressure due to elevation difference between indicated points Pv: Velocity pressure at a point in a pipe �m 1997-2004,M.E.P.CAD,Inc. 12l12/04 16:46:07 Page 6 Job Number.Calc.Area H3 HYDRAULIC GRAPH ,o0 so ao 70 60 Static pressure 58.00psi .N a �' S0 1485.00gpm @ 50.00psi 3 N N N a` _ ♦ 542.88gpm with hose streams 40 292.88gpm @ 41.47psi 30 20 ystem demand curve 10 0 4 50 300 450 600 750 900 1050 1200 1350 1500 Water flow,gpm Supply at Node 1 Static pressure:58.00psi Residual Pressure:1185.00gpm @ 50.00psi System Demand:292.88gpm @ 41.47psi System Demand with hose streams:542.88gpm @ 41.47psi ��1997-2004,M.E.P.CAD,Inc. 12/12/04 16:46:07 page 7 1ob Number:Calc.Area N3 Hydraulic Flow Diagram ��Y� a�ij�/ �� 1 � � . ° -�' ` , =�.,� ll ° � �o ' � . � � • i � O B � u� � � .� � V � B � a � ��199'7-2004,M.E.P.CAD,Inc. 12/12/04 16:46:07 page g � � Job Number.Calc.Area t!4 HY�RAULIC CALCULATIONS Location: A-1 MINNETONKA RENTAL 3607 Shoreline Drive Orono, MN. Job Number: Calc. Area #4 Design Area: Calc. Area #4 - Lower Storage Date: 12/12/04 16:48:35 Design Data: Occupancy Classification: Ordinary Group II Density: 0.20gpm/ft2 Area of Application: 900.00ft2 (Actual 962.00ftz) Coverage Per Sprinkler: 130.00ft2 Number of Sprinklers Calculated: 9 Outside Hose Streams: 250.00gpm Total Hose Streams: 250.00gpm Total Water Required: 782.11gpm Including hose streams Maximum Pressure Unbalance In Loops: O.00psi Volume of Water in Pipes: 418. 96ga1 Maximum Velocity Above Ground: 17.78fps between nodes 75 and 514 Maximum Velocity Under Ground: 6.29fps between nodes 1 and 17 Supply Pressure(s) : Available Required Safety Margin -------------------------------------------------------------------- Supply node tag: 1 56.18psi 35.68psi 20.50psi Name of Contractor: MIDWEST FIRE PROTECTION, INC. Address: 324 Harding St. SE Minneapolis, MN. 55413 Designer: Daniel A. Kaiser State Certification/License Number: C-021 Authority Having Jurisdiction: City �m 1997-2004,M.E.P.CAD,Inc. 12/12/04 16:48:38 Page 1 , , Job Number:Calc.Area N4 WATER SUPPLY DATA SOURCE STATIC RESIDUAL FLOW AVAZLABLE TOTAL k2EQUIRED NODE PRESSURE PRE3SURE @ PRESSURE @ DEMAND PRE3SURE TAG (psi) (psi) (gpm) (psi) (gpm) (psi) ---------------------------------------------------------------------------- 1 58.00psi SO.00psi 1185.00gpm 56.18psi 532.11gpm 35.68psi S Y OF OUTFLOWING DEVICES ACTUAL MINIMUM DEVICE FLOW FLOW K-FACTOR PRESSURE (gpm) (gpm) (psi) -------------------------------------------------------------------------- SPR 513 39.34gpm 26.00gpm 8.00 24.18psi SPR 514 32.97gpm 26.00gpm 8.00 16.99psi SPR 515 32.83gpm 26.00gpm 8.00 16.84psi SPR 530 30.85gpm 26.00gpm 8.00 14 .87psi SPR 531 30.85gpm 26.00gpm 8.00 14.87psi SPR 541 29.82gpm 26.00gpm 8.00 13.89psi SPR 542 29. 93gpm 26.00gpm 8.00 13.99psi SPR 556 29.53gpm 26.00gpm 8.00 13.62psi SPR 557* 26.00gpm 26.00gpm 8.00 10.56psi * Most demanding sprinkler. ��1997-2004,M.E.P.CAD,Inc. 12/12/04 16:48:38 Page 2 Job Number:Cak.Area M4 FITTINGS I�EGEND ------- --- - -- - - E Elbow T Tee L LongEl � C CkieckVlv F BflyVlv G GateVlv A AlarmChk D DryPipeVlv Q 45-Elbow R TeeRun 0 Coupling W SwingChk V D1gVlv s Strainer c FDC g Gauge X Cross - P PumpOut - r PressRed B Backflow u Unknown Z Cap J Joint f ElowDev M F1tgNode H Hose S Source N Nozzle K Sprinkler Y Hydrant - p PumpIn �O 1997-2004,M.E.P.CAD,Inc. 1?J12/04 16:48:38 Page 3 Job Number:Calc.Ares 114 NODE ANALYSIS NODE ELEVATION FITTINGS PRE3SURE DISCHARGE (Foot) (psi) (gp�) ----------------------------------------------------------- 2 10-0 32-.72psi 17 -7-7'� 36.23psi 77 -1-10'� Tee 33.16psi 74 -2-5�a Tee 25.18psi 75 -2-5�c Tee 23.84psi 76 -2-5� Tee 23.34psi 269 -2-0'� Elbow 13.93psi 1 0-0 Source 35.68psi 282.11gpia 513 -2-0'� K=8.0 24.18psi 39.34gpm 514 -2-0'-� K=8.0 16.99psi 32.97gpm 515 -2-0'-� K=8.0 16.84psi 32.83gpm 530 -2-0%a K=8.0 14.87psi 30.85gpm 531 -2-0'�t K=8.0 14.87psi 30.85gpm 541 -2-0'� K=8.0 13.89psi 29.82gpm 542 -2-0%a K=8.0 13.99psi 29.93gpm 556 -2-0'� K=8.0 13.62psi 29.53gpm 557 -2-0'� K=8.0 10.56psi 26.00gpm ��1997-2004,M.E.P.CAD,Inc. 1211?J04 16:48:38 Page 4 Job Number:Cak_Area M4 HYDRAULIC ANALYSIS Pipo Diamotar Flow Veloaity H�C Fria. Loss Longth Pranaus� Doanstroam Blatration Dischargo K-H'actor Pt Pn Fittinga Sq. Longth 3um�ary stream Tot. BL 1.10 26.00gpm 8.71fps C=120 0.16485 12-8'� Pf 3.36psi 557 -2-O;s 26.00gpm 8.0010.56psi K=8.0 7-8'� Pe 269 -2-0'� 13.93psi 3E 20-4� Pv BL 1.68 26.00gpm 3.75fps C=120 0.02121 3-1'� Pf 0.07psi 269 -2-0'�c 13.93psi Pe O.00psi 542 -2-0'� 13.99psi 3-l�t Pv BL 1.68 55.93gpm 8.08fps C=120 0.08749 10-0 Pf 0.87psi 542 -2-0'ls 29.93gpm 8.0013.99psi K=8.0 Pe -O.00psi 531 -2-Q%t 14.87psi 10-0 Pv BL 1.68 86.77gpm 12.53fps C=120 0.19719 10-0 Pf 1.9 psi 531 -2-0'ls 30.85gpm 8.0014.87psi K=8.0 Pe -O.00psi 515 -2-0'� 16.84psi 10-0 Pv BL 1.68 119.60gpm 17.27fps C=120 0.35701 2-9� Pf 6.31psi 515 -2-0'-� 32.83gpm 8.0016.84psi K=8.0 14-10'M Pe 0.20psi 76 -2-5� 23.34psi 2L,T 17-8 Pv CM1 2.63 119.60�pm 7.04fps C=120 0.09011 12-6 Pf 0.50psi 76 -2-5� 23.34psi Pe 75 -2-5�t 23.84 si 12-6 Pv CM1 2.63 242.77gpm 14.28fps C=120 0.14862 9-0 Pf 1.34psi 75 -2-5� 23.84psi Pe 74 -2-5�t 25.18psi 9-0 Pv CM1 2.63 282.11gpm 16.60fps C=120 0.19621 14-7 Pf 8.25psi 74 -2-5� 25.18psi 27-5� Pe -0.27psi 77 -1-10'�t 33.16psi 2L,T 42-0� Pv FR 4.26 282.11gpm 6.35fps C=120 0.01891 4-10'� Pf 0.58psi 77 -1-10'� 33.16psi 25-9'� Pe 2.49psi 17 -7-7'�i 36.23psi F=-0.3,C=-0.19 30-8;s Pv UG 4.28 282.11gpm 6.29fps C=140 0.01390 111-7'-� Pf 2.75psi 17 -7-7� 36.23psi 86-0 Pe -3.30psi 1 0-0 35.68psi L,G=-0.05,2T,S 197-7'-� Pv ••••• Route 1 ••••• BL 1.68 29.53gpm 4.26fps C=120 0.02684 10-0 Pf 0.27psi 556 -2-0'� 29.53gpm 8.0013.62psi K=8.0 Pe O.00psi 541 -2-0� 13.89psi 10-0 Pn BL 1.68 59.35gpm 8.57fps C=120 0.09765 10-0 Pf 0.98psi 541 -2-0%t 29.82gpm 8.0013.89psi K=8.0 Pe -O.00psi 530 -2-0'�t 14.87psi 10-0 Pv BL 1.68 90.20gpm 13.02fps C=120 0.21183 10-0 Pf 2.12psi 530 -2-0'� 30.85gpm 8.0014.87psi K=8.0 Pe -O.00psi 514 -2-0'�t 16.99psi 10-0 Pv BL 1.68 123.17gpm 17.78fps C=120 0.37698 2-9� Pf 6.66psi 514 -2-0� 32.97gpm 8.0016.99psi K=8.0 14-10'a Pe 0.20psi 75 -2-5�s 23.84psi 2L,T 17-8 Pv ••••• Route 2 ••••• BL 1.68 39.34gpm 5.68fps C=120 0.04563 2-9� Pf O.Slpsi 513 -2-0'� 39.34gpm 8.0024.18psi K=8.0 14-10%t Pe 0.20psi 74 -2-5� 25.18psi 2L,T 17-8 Pv ••••• Route 3 ••••• vaita R4y Diameter; Inch Elevation: Foot Flow: gpm Discharge: gpm Velocity: fps Pressure: psi �O 1997-2004,M.E.P.CAD,Inc. 1?J12/(}4 16:48:38 Page S Job Number:Cak.Area#4 Lenqth: Foot Friction Loss: psi/Foot HWC: Hazen-Williams Constant Pt: Total pressure at a point in a pipe Pn: Normal pressure at a point in a pipe Pf: Pressure loss due to friction between points Pe: Pressure due to elenation difference between indicated points Pv: Velocity pressure at a point in a pipe ��1997-2004,M.E.P.CAD,Inc. 12/12/04 16:48:38 Pege 6 Job Number:Calc.Area#4 HYDRAULIC GRAPH ,00 90 � �o 60 tatic pressure 58.00ps� •� n � � 1185. m 50_00 i � � 40 _ ♦ 5I 2.11gpm�with hose streams 282.11gpm 35.68psi 30 2Q ystem demand curve 10 0 050300 450 600 750 900 1050 1200 1350 1500 Water flow,gpm Supply at Node 1 Static pressure:58.00psi . Residual Pressure:1185.00gpm�50.00pai System Demand:282.11gpm�35.68psi System Demand with hose streams:532.t1gpm�35.68psi �O 1997-2004,M.E.P.CAD,Inc. 12/12/0416:48:38 gage 7 . � Job Mumber:Calc Area#4 Hydraulic Flow Diagrana j`',�i�_ Q/ � o f ��.��� - ° �'``� �` 1 ` . � ° � ' • . l , i l 1 1 ae 0 o e e e � ��1997-2004,M.E.P.CAD,Inc. 1?J12/04 16;48:38 Page 8 . � Job Number:Cak.Area#5 HYDRAULIC CALCULATIONS � Location: A-1 MINNETONKA REI3TAL 3607 Shoreline Drive Orono, MI3. Job Number: Calc. Area #5 Design Area: Calc. Area #5 - Lower Storage Date: 12/12/04 16:51:36 Design Data: Occupancy Classification: Ordinary Group II Density: 0.20gpm/ft2 Area of Application: 900.00ftz (Actual 968.OSft2) Coverage Per Sprinkler: 130:OOft2 Number of Sprinklers Calculated: 9 Outside Hose Streams: 250.00gpm Total Hose Streams: 250.00gpm Total Water Required: 763.77gpm Including hose streams Maximum Pressure Unbalance In Loops: O.00psi Volume of Water in Pipes: 418.96ga1 Maximum Velocity Above Ground: 20.32fps between nodes 70 and 539 Maximum Velocity Under Ground: 5.88fps between nodes 1 and 17 Supply Pressure(s) : Available Required Safety Margin -------------------------------------------------------------------- Supply node tag: 1 56.30psi 35.51psi 20.79psi Name of Contractor: MIDWEST FIRE PROTECTION, INC. P,ddre s s: 324 Harding St. SE Minneapolis, MN. 55413 Designer: Daniel A. Kaiser State Certification/License Number: C-021 Authority Haning Jurisdiction: City ��1997-2004,M.E.P.CAD,lnc. 12/12/04 16:51.37 Page t � a Job Number.Calc.Area�!5 WATER SUPPLY DATA 30URCE 3TATIC RE$IDUAL FLO�W AVAILA87,� TOTAL �QUIRED NODE PRE33URE PRE33URE @ PRESSURE @ DEMAND PRE33URE TAG (PSi) (Psi) (9Pm) (Psi� (9Pm) (pai) ---------------------------------------------------------------------------- 1 58.00psi SO.00psi 1185.00gpm 56.30psi 513.77gpm 35.Slpsi S Y OF OUTFLOTn1ING DEVICES ��� �� DEVICE E'I,(7F1 FI�OW EC-FACTOR PRE3SURE (9Pm) (9Pm) (P8i) -------------------------------------------------------------------------- SPR 539 32.20gpm 26.00gpm 8.00 16.20psi - SPR 553 32.92gpm 26.00gpm 8.00 16.94psi SPR 554 29.09gpm 26.00gpm 8.00 13.22psi SPR 574 30.80gpm 26.00gpm 8.00 14.82psi SPR 575 27.18gpm 26.00gpm 8.00 I1.55psi SPR 588 29.77gpm 26.00gpm 8.00 13.85psi SPR 589 26.26gpm 26.00gpm 8.00 10.77psi SPR 597 29.54gpm 26.00gpm 8.00 13.63psi 3PR 682* 26.00gpm 26.00gpm 8.00 10.56psi * Most demanding sprinkler. ��1997-2004,M.E.P.CAD,Inc. 11J12104 16:31:37 Page 2 Job Number:Cak.Area#S FZTTINGS LEGEND --- -- - - - -- - -- -- E Elbow ` T Tee L LongEl C CheckVlv F BflyVlv G GateVlv A AlarmChk D DryPipeVlv Q 45-Elbow R TeeRun 0 Coupling W SwingChk V D1gVlv s Strainer c FDC g Gauge X Cross P PumpOut r PressRed B Backflow u Unknown Z Cap J Joint f F1owDev M F1tgNode H Hose S Source N Nozzle K Sprinkler Y Hydrant p PumpIn ��1997-2004,M.E.P.CAD,Inc. 12/1?J04 16:51:37 page 3 Job Number:Calc.Area�IS NODE ANALYSIS NODE ELEVATION FITTING3 PRE38URE DI3CHARG� (Foot) (psi) (gpm) ----------------------------------------------------------- 2 10-0 32.43psi 62 -1-10'-� Tee 33.23psi 17 -7-7� 36.38psi 77 -1-10'� Tee 33.38psi 70 -1-10'� Tee 32.27psi 1 0-0 Source 35.51psi 263.77gpm 539 -1-10'i, K=8.0 16.20psi 32.20gpm 553 -1-10'� K=8.0 16.94psi 32.92gpm 554 -1-10'� K=8.0 13.22psi 29.09gpm 574 -1-10�a K=8.0 14.82psi 30.8'Ogpm 575 -1-10�+ K=8.0 11.55psi 27.18gpm 588 -1-10� K=8.0 13.85psi 29.77gpm 589 -1-10'� K=8.0 10.77psi 26.26gpm 597 -1-10'� K=8.0 13.63psi 29.54gpm 682 -1-10'� K=8.0 10.56psi 26.00gpm �m 1997-2004,M.E.P.CAD,Inc. 12/12/04 16:51:37 Page 4 Job Number:Caic.Area#5 HYDRAULIC ANALYSIS Pipo 1�po Diamatvr Flw► V�locity SiPC Fric. Loss Laagth Prossuz� DoMnatroam Elevation Discharga R-Bactor Pt Pa 8ittinga &q. Laaqth 3ummary U atream Tot. BL 1.68 26.00gpm 3.75fps C=120 0.02121 9-11'� Pf 0.21psi 682 -1-10'� 26.00gpm 8.0010.56psi K=8.0 Pe 589 -1-10'� 10.77psi 9-11� Pv BL 1.68 52.26gpm 7.SSfps C=120 0.07717 10-0 Pf 0.77psi 589 -1-10'�c 26.26gpm 8.0010.77psi K=8.0 Pe 575 -1-10'a 11.55psi 10-0 Pv BL 1.68 79.44gpm 11.47fps C=120 0.16748 10-0 Pf 1.67psi 575 -1-10�s 27.18gpm 8.0011.55psi K=8.0 Pe 554 -1-10�i 13.22psi 10-0 Pv BL 1.68 108.53gpm 15.67fps C=120 0.29 29 10-0 Pf 2.98psi 554 -1-10'� 29.09gpm 8.0013.22psi K=8.0 Pe 539 -1-10'�t 16.20psi 10-0 Pv BL 1.68 140.73gpm 20.32fps C=120 0.48240 23-5 Pf 16.07psi 539 -1-10%t 32.20gpm 8.0016.20psi K=8.0 9-10�t Pe 70 -1-10'� 32.27psi Tee 33-3� Pv CM1 2.63 140.73gpm 8.28fps C=120 0.05420 3-10 Pf 1.lOpsi 70 -1-10�t 32.27psi 16-5�t Pe 77 -1-10'K 33.38psi Tee 20-3� Pv FR 4.26 263.77gpm 5.94fps C=120 0.01670 4-10'� Pf 0.51psi 77 -1-10� 33.38psi 25-9'� Pe 2.49psi 17 -7-7� 36.38psi F=-0.26,C�-0.17 30-8'�t Pn UG 4.28 263.77gpm 5.88fps C=140 0.01227 111-7'tit Pf 2.43psi 17 -7-7'�s 36.38psi 86-0 Pe -3.30psi 1 0-0 35.51psi L,G=-0.04,2T,S 197-7'� Pv ••••• Route 1 ••••• BL 1.68 29.54gpm 4.27fps C=120 0.02686 8-0 Pf 0.21psi 597 -1-10'� 29.54gpm 8.0013.63psi K=8.0 Pe 588 -1-10'-� 13.85psi 8-0 Pv BL 1.68 59.31gpm 8.56fps C=120 0.09753 10-0 Pf 0.98psi 588 -1-10�c 29.77gpm 8.0013.H5psi K=8.0 Pe 574 -1-10� 14.82psi 10-0 Pv BL 1.68 90.11gpm 13.Olfps C=120 0.21145 10-0 Pf 2.11psi 574 -1-10� 30.80gpm 8.0014.82psi K=8.0 Pe 553 -1-10'-� 16.94psi 10-0 Pv BL 1.68 123.03gpm 17.76fps C=120 0.37621 33-5 Pf 16.30psi 553 -1-10'� 32.92gpm 8.0016.94psi K=8.0 9-10� Pe 62 -1-10� 33.23psi Tee 43-3� Pv CM1 4.26 123.03gpm 2.77fps C=120 0.00407 8-5 Pf 0.14psi 62 -1-103a 33.23psi 26-4 Pe 77 -1-10'� 33.38psi Tee 34-9 Pv ••••• Route 2 ••••• IInit� Key Diameter: Inch Elevation: Foot Flow: gpm Discharge: gpm Velocity: fps Pressure: psi Length: Foot Friction Loss: psi/Foot HWC: Hazen-Williams Constant Pt: Total pressure at a point in a pipe - - Pn: Normal pressure at a point in a pipe Pf: Pressure loss due to friction between points Pe: Pressure due to elevation difference between indicated points ��1997-2004,M.E.P.CAD,1nc. 12/12J04 16:51:37 p�S � 3ob Number:Cak.Area ft5 Pv: Velocity pressure at a point in a pipe ��1997-2W4,M.E.P.CAD,Ina 12/12K}4 16:51:37 Page 6 � Job Number:Cak.Area N5 HYDRAULIC GRAPH ,ao so so �o 60 tatic pressure 58.00psi '� a � 50 1185. m 50.00psi � � � a 40 _ � 5 I3.77gpm with hose streams � 263.77gprn 35.51psi 20 ystem demand curve 10 0 50300 450 600 750 900 1050 1200 1350 1500 Water flow,gpm Supply at Node 1 Ststic pressure:58.00psi Residual Pressure:1185.00gpm�50.00psi System Demand:263.77gpm�35.51psi System Demand with hose streams:513.77gpm�35.51psi ��1997-2004,M.E.F.CAD,tnc. 12J12/04 16:51:37 p�7 . i �a ' ::.�;'' Job Nwn6er:Cak.Area#5 Hydraulic. Flow Diagram � Q �°-'�/A�- ��j.= :�1 •,- '� ���. � �`� =� 1 . a� • � o O + � + a a a i � A \ e A 9 e _ e �O 1997-2004,M.E.P.CAD,Inc. T2/12�4 16:51:38 p�g I L O COUNTY RD. 18 (SHORELINE DR.) r FDC & Alarm 0 Q. O U Q U Static = 58 psi Residual = 50 psi @ 1,185 gpm Flow test elevation = Upper Floor Level N Site Plan NTS BRASS 1 x 0-4 UPRIGHT 1 x VARIES 1X'/ELL RISE BRANCHLINE "SWING" AS NEEDED TO ALIGN SPRINKLER DEFLECTOR WITH PITCHED ROOF/CEILING 1 x VARIES DROP CHROME PENDENT-� DETAIL ATTIC UPRIGHT SPRINKLER "SWING" NTS GENERAL NOTES: 1. System designed per NFPA 13 - 2002 Edition 2. Building occupancy: a.) All areas Light Hazard except b.) Ordinary Group 2 Hazard - Mech., Elec. & Storage rooms 3. All materials used in the installation of this system shall be new and of current issue. All materials shall be approved by U.L. and/or F.M., and be in comformance with NFPA 13, as well as the authority having jurisdiction. 4. Electrical wiring is not part of this contract and shall be performed by others under seperate contract. 5. The graphical illustration of the locations of sprinkler devices on this shop drawing is not intended (nor is it a requirement of this contract) to be "aligned" at the center of ceiling tiles and/or any other trade (i.e. lights, diffusers). 6. Painting, priming or preparation for painting of the system piping and/or components is not part of this contract. 7. Hydrostatic testing and/or flushing of above ground piping shall be performed in accordance with NFPA 13 and shall be witnessed by a representative of the local authority having jurisdiction. 12 4F WOOD TRUSSES @ 2-0" O.C. P.I.V. O Riser Detail NTS 23 GROOVED 90 ELBOW TO SYSTEM FLOW SWITCH �\ PRESSURE / GAUGE 4" GROOVED BUTTERFLY VA. WI TAMPER SW. 4" Ceiling J ,-Obstruction 10 .. a "Beam rule" for ISTANDARD upright and pendent sprinklers NFPA 13 - 1999 Edition' - Section 5-6.5.1.2 DRAIN VALVE OIz 4" GROOVED CHECK VALVE "V]C" FLANGE FLANGE 90° tq Xw INSPECTOR'S TEST CONNECTION NTS 8. Installation, flushing an( testing of underground piping and components is not part of his contract and shall be performed by others. 9. In area subject to freezi 1g conditions, it is the Owner's responsibilty to provide he st throughout wet pipe sprinkler system areas and enclosures. 10. THREADED pipe 2" aid smaller to be Allied XL threadable thinwall. 11. GROOVED pipe to be (Dyna -Flow 12. Hangers to be installe I in conformance with NFPA 13. This contract does not include 1ny material or device to improve the structural strength of the t uilding to enable it to carry the load of the fire protection system. 13. Floor area: 3,970 sq.fl 14. Flow test: Static 58 ps Residual 5( psi @ 1,185 gpm. Flow test elev. = Uppe - floor elev. 15. All sprinklers to be Qu ck Response. 4'-4" 2 3-6" 2�/=" TOP OF TRUSS 12 4 129'-71 /4" 2 12 NEW 2" CONCRETE TOPPING • NEW 8" P.C. PLANK F.F.E.=109'-7 3/8" BOT. 10" BEAM = 107'-11 3/8" o, NEW CONC. FLOOR SLAB • F.F.E.=100'-0" Section "A" Scale: 1/8" = V-0" allowable Distance from distance of deflector distance Sprinkler to side of above bottom of Obstruction (a) Obstruction (b) Less than 1'40" 0" 1'-0" to less than 1'-6" 255" V-6' to less than 2'-0" 3'W" 2'-0" to lessthan 2'-T 555" 2'-6" to less than 3'-0" 754" 3-0" to less than 3'-6" 9W 3'-6" to less than 4'-(" F.F.E.=109'-13/4" 4'-0" to less than 4'-6" 1'-2" 4-0" to less than 5'-(r 1455" 5-0" and greater 1' 6" "Beam rule" for ISTANDARD upright and pendent sprinklers NFPA 13 - 1999 Edition' - Section 5-6.5.1.2 DRAIN VALVE OIz 4" GROOVED CHECK VALVE "V]C" FLANGE FLANGE 90° tq Xw INSPECTOR'S TEST CONNECTION NTS 8. Installation, flushing an( testing of underground piping and components is not part of his contract and shall be performed by others. 9. In area subject to freezi 1g conditions, it is the Owner's responsibilty to provide he st throughout wet pipe sprinkler system areas and enclosures. 10. THREADED pipe 2" aid smaller to be Allied XL threadable thinwall. 11. GROOVED pipe to be (Dyna -Flow 12. Hangers to be installe I in conformance with NFPA 13. This contract does not include 1ny material or device to improve the structural strength of the t uilding to enable it to carry the load of the fire protection system. 13. Floor area: 3,970 sq.fl 14. Flow test: Static 58 ps Residual 5( psi @ 1,185 gpm. Flow test elev. = Uppe - floor elev. 15. All sprinklers to be Qu ck Response. 4'-4" 2 3-6" 2�/=" TOP OF TRUSS 12 4 129'-71 /4" 2 12 NEW 2" CONCRETE TOPPING • NEW 8" P.C. PLANK F.F.E.=109'-7 3/8" BOT. 10" BEAM = 107'-11 3/8" o, NEW CONC. FLOOR SLAB • F.F.E.=100'-0" Section "A" Scale: 1/8" = V-0" BOT. OF JSTS. & MAS. BRG. ELEV.= 108'-1" EXISTING 12" MASONRY WALL EXISTING CONC. FLOOR SLAB F.F.E.=100'-7" TOP OF TRUSS 12 4� WOOD TRUSSES @ T-0" O.C. 0 0 2' CONCRETE TOPPING 8" P.C. IaLANK F.F.E.=109'-7 3/8' 97 P.C. BRG. & T.O.S.=108'-9 3/8" BOT. 10" BEAM - 107'-11 3/8' ti C6 NEW CONC. FLOOR SLAB F.F.E.=100'-0' Section "B" Scale: 1/8" :=1'-0" LO 0 co 00 Up to Upper Level STORAGE 8-9h" ORD. GP. 2 Insp. Test 1" plug Lower Level Sprinkler Plan Scale: 1/8" = 1'-0" 1 5 10 I 1 a APPROVED SIDE OF "SAMMY SUPER SCREW TRUSS TYPE PRODUCT BALL THREAD ROD �,�-PIPE RING "SAMMY SUPER SCREW" TYPE HANGER 4'-4" 2 3-E" BOT. OF TRUSS REVISIONS ELEV.=122'-3 3/4" 1.617 @ HIGH POINT 12 �4 X SPRINKLERS THIS SHEET N M r ELEV.=120'-6" SPRINKLER TYPE EXISTING 3/4" FLOOR EXISTING 2" CONC. TOPPING EXISTING 3/4" SUBFLOOR 200° EXISTING 2x12 @ 16" O.C. U F.F.E.=109'-13/4" BOT. OF JSTS. & MAS. BRG. ELEV.= 108'-1" EXISTING 12" MASONRY WALL EXISTING CONC. FLOOR SLAB F.F.E.=100'-7" TOP OF TRUSS 12 4� WOOD TRUSSES @ T-0" O.C. 0 0 2' CONCRETE TOPPING 8" P.C. IaLANK F.F.E.=109'-7 3/8' 97 P.C. BRG. & T.O.S.=108'-9 3/8" BOT. 10" BEAM - 107'-11 3/8' ti C6 NEW CONC. FLOOR SLAB F.F.E.=100'-0' Section "B" Scale: 1/8" :=1'-0" LO 0 co 00 Up to Upper Level STORAGE 8-9h" ORD. GP. 2 Insp. Test 1" plug Lower Level Sprinkler Plan Scale: 1/8" = 1'-0" 1 5 10 I 1 a APPROVED SIDE OF "SAMMY SUPER SCREW TRUSS TYPE PRODUCT BALL THREAD ROD �,�-PIPE RING "SAMMY SUPER SCREW" TYPE HANGER 4'-4" 2 3-E" REVISIONS /tel 12 A-1 Minnetonka Rental 3607 Shoreline Drive Orono, MN �4 SPRINKLERS THIS SHEET BOT. OF TRUSS ELEV.=120'-6" SPRINKLER TYPE S.I.N. EXISTING 2" CONC. TOPPING 1550 200° EXISTING 4" INSULATION DAK 1 OF 1 137 City Reliable F1 FR - %' Chrome Rec. Pend. EXISTING 12" P.C. CONC. PLANK 5.6 48 F.F.E.=112'-4'/2" 48 DRAWN BY SCALE DATE CONTRACT NO. Reliable F1 FR -'W Brass Upright R3625 P.C. BRG. = 110'-10 1/2" 50 50 EXISTING 12" R3622 MASONRY WALL 20 12 EXISTING CONC. FLOOR SLAB Midwest FIRE PROTECTION INC. 324 Harding St. NE • Minneapolis, MN 55413 ■ 612-331-1411 MN LICENSE #C-021 Reliable F1 FR - Y4" Brass Pendent R3612 8.0 2 2 Reliable F1 FR-'/" Brass Horz. Sidewall R3635 5.6 1 1 2 F.F.E. VARIES 100'-7" TO 100'-1" CALC. AREA #5 of 5 (STORAGE) ORD. GP. 2 - DENSITY: 0.20 AREA OF OPERATION - 900 SQ.FT. (Clg.Hgt. 8'-9%') (1,500 sq.ft. reduced per NFPA 13, 2002 Edition, Sec. 11.2.3.2.3) NUMBER OF SPRINKLERS CALC'ED: 9 SYSTEM DEMAND: 35.51 psi, 263.77 gpm HOSE ALLOWANCE: 250 gpm TRUSS CHORD / APPROVED " J ALL THREAD ROD SAMMY SUPER SCREW f TYPE PRODUCT ,,,--PIPE RING "SAMMY SUPER SCREW" TYPE HANGER r - ► r CONCRETE ANCHOR ALL THREAD ROD PIPE RING CONC. ANCHOR HANGER D) 2 1/2" WOOD TRUSSES @ 2'-0" O.C. WOOD TRUSSES @ 2'-0" O.C. BOT. OF TRUSS ELEV.=120'-6" EXISTING 2" CONC. TOPPING -b EXISTING 4" INSULATION EXISTING 12" P.C. CONC. F.F.E.=112'-4Y:° EXISTING 3/4" FLOOR N EXISTING 3/4" SUBFLOOR PLANK BRG. 110'-10'/2" F.F.E.=109'-1'/: EXISTING 122 MASONRYV EXISTING CONC. FLOOR SLAB F.F.E. VARIES 100'-7" T0100'-1" Section "C" Scale: 1/8" =1'-0" BOT. OF 2 x 12 JSTS. & MAS. BRG. ELEV.=108'-1" EXISTING CONC. FLOOR SLAB F.F.E.= WOW" CALC. AREA #4 of 5 (STORAGE) ORD. GP. 2 - DENSITY: 0.20 AREA OF OPERATION - 900 SQ.FT. (CIg.Hgt. T-6") (1,500 sq.ft. reduced per NFPA 13, 2002 Edition, Sec. 11.2.3.2.3) NUMBER OF SPRINKLERS CALC'ED: 9 SYSTEM DEMAND: 35.68 psi, 282.11 gpm HOSE ALLOWANCE: 250 gpm STORAGE 7-6" Bot. of 2 x 12 M ORD. GP. 2 STORAGE Varies 19-31/2"- 10'-9'h' ORD. GP. 2 4" GROOVED CHECK VALVE ' 4" GROOVED DRAIN ELL. INSTALL BALL DRIP PER NFPA SIAMESE F.D.C. Fire Dept. Connection Detail NTS 4 21-8 PARTY STS CALC. AREA #2 of 5 (STORAGE) ORD. GP. 2- DENSITY: 0.20 AREA OF OPERATION - 974 SQ.FT. (Clg.Hgt. 13'-3") j (1,500 sq.ft. reduced per NFPA 13, 2002 Edition, Sec. 11.2.3.2.3) NUMBER OF SPRINKLERS CALC'ED: 11 SYSTEM DEMAND: 50.21 psi, 267.62 gpm HOSE ALLOWANCE: 250 gpm CALC. AREA #3 of 5 (STORAGE) ORD. GP. 2 - DENSITY: 0.20 AREA OF OPERATION - 919 SQ.FT. (Clg.Hgt. 10'-10") (1,500 sq.ft. reduced per NFPA 13, 2002 Edition, Sec. 11.2.3.2.3) NUMBER OF SPRINKLERS CALC'ED: 10 SYSTEM DEMAND: 41.47 psi, 292.88 gpm HOSE ALLOWANCE: 250 gpm 1 33-0 ------ - - - - - - - -- REVISIONS /tel A-1 Minnetonka Rental 3607 Shoreline Drive Orono, MN Upper Level Sprinkler Plan Scale: 1/8" = V-0" 1 5 10 i 1 i 0 0 Daniel A. Kaiser ���u� Cly civ. • SENIOR ENGINEERING TECHNICIAN I LEVEL IV FIRE PROTECTION ENGINEERING TECHNOLOGY AUTOMATIC SPRINKLER SYSTEM LAYOUT CERTIFICATION #074000 Note: Attic sprinklers to be 200° Note: Interior walls extent to the bottom of roof trussed unless noted otherwise. N MN OFFICE/ OUNTER UNISEX TOILET LUNCHROOM rn 04 OFFICE CALC, AREA #1 of 5 (ATTIC) LlOHT HAZARD - DENSITY: 0.10 AREA OF OPERATION - 1,950 80. FT., NUMBER OF SPRINKLERS CALC'ED: 227 SYSTEM DEMAND: 48.83 psi, 524.37 gpm HOSE ALLOWANCE: 100 gpm 1411 A CITY OF ORONO BUILDING P ",,4I T r^LANE'Ji=:W y/ INS FO TOR R -<C.0 T r ANC /NCr �}- � , (/ O i T:D T >, d r!3 THIS i'L. N SE F ON eI T E AT ALL TIMES DATE REVISIONS A-1 Minnetonka Rental 3607 Shoreline Drive Orono, MN SPRINKLERS THIS SHEET SURVEYED BY SHEET NO. TOTAL HEADS JOB APPROVAL SPRINKLER TYPE S.I.N. K -factor 1550 200° 286-1 TOTAL DAK 1 OF 1 137 City Reliable F1 FR - %' Chrome Rec. Pend. R3615 5.6 48 48 DRAWN BY SCALE DATE CONTRACT NO. Reliable F1 FR -'W Brass Upright R3625 5.6 50 50 DAK AS INDICATED 12/12/04 1 o -/ 7- 5 Reliable F1 FR - W Brass Upright R3622 8.0 20 12 3 1 35 Midwest FIRE PROTECTION INC. 324 Harding St. NE • Minneapolis, MN 55413 ■ 612-331-1411 MN LICENSE #C-021 Reliable F1 FR - Y4" Brass Pendent R3612 8.0 2 2 Reliable F1 FR-'/" Brass Horz. Sidewall R3635 5.6 1 1 2