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HomeMy WebLinkAbout1621 N Reinhart Rd (2)I 1 J CITY OF SANFORD PERMIT APPLICATION RECEIVED Permit # : (Tb I Date: G 4 2006 �— Y D� Job Address: 1yr 1 % /(�. ,�i2„� /il A rT' / ' r Descri do W k Y- �_ // �•_ p n f o or . Historic District: Zoning: Value of Work: e” Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service – # of AMPS Addition/Alteration Change of Service Temporary Pole _ Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair – Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel C Owners Name & Address: Contractor Name & Address: (Attach Proof of Ownership & Legal Descril fkm) Phone: /State Lice ns�ej umber: Phone & Fax: %0.7 Contact Person: D� / Or�� Phone:(� Bonding Company Address: Mortgage Lender: Address: ArchitecUEngineer: Address: Phone. Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commew.vo prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understamd fi gat a cc-parate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, acid AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laver regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT li\ YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAINFINANCING, CONSULT WITH YOUR LENDER OR A.14 ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the, I,ublic rrcor& of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or ft+terel agencies. Acceptance of permit is verification that I will notify the owner of the property of the Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID 1� 11 APPLICATION APPROVED BY: BldgN(Ini Zoning: & Date) Special Conditions: FS 713. Date e of Notary -State of F16rida Date LINDA L. PHILLIPS Contractor/Agent is Y Personally Known to Melllolary Public, State of Flodda _Produced ID My comm: ezp:"Sept1,29, 2006 ,/mm. No. DD -154192 Utilities: Fn• t (Initial & Date) (Initial & Date) (1 -hi REV S \E ��� � �E SpN ... Fire Protection by Computer Design EAGLE FIRE PROTECTION 1205 CROWN PARK CIRCLE WINTER GARDEN, FL 34787 407-656-8387 tD REINHART RETAILS CV 1 �- MM� `�i wMS System M7 �CNj C Q Data File SYS1.WXF JAN, Q 1� 0{ N w. rn Q Q.. ..N 1 Job Name REINHART RETAILS Building 1 Location 1621 N. REINHART RD. SANFORD, FL System 1 Contract 06-28 Data File SYS1.WXF OFFICE 4;r� Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 EAGLE FIRE PROTECTION Page 1 REINHART RETAILS Date Hydraulic Desiqn Information Sheet Name - REINHART RETAILS Date - 07-27-06 Location - 1621 N. REINHART RD. SANFORD, FL Building - 1 System No. - 1 Contractor - GREAT SOUTHERN Contract No. - 06-28 Calculated By - SCOTT OSBORN Drawing No. - FP1 Construction: ( ) Combustible (X) Non -Combustible Ceiling Height - 11' Occupancy - RETAIL S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 (X) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T_Spec tic_Rula.ng —Made -By— Date_ E M Area of Sprinkler Operation - 1500 System Type Sprinkler/Nozzle Date of Test - Density - .2 (X) Wet Make VIKING D Area Per Sprinkler - 120 ( ) Dry Model VK102 E Elevation at Highest Outlet - 12' ( ) Deluge Size 1/2" S Hose Allowance - Inside - 100 ( ) •Preaction K -Factor 5.6 I Rack Sprinkler Allowance - U ( ) Other Temp.Rat.155 G Hose Allowance - Outside - 150 OF REINHART RD. AND OREGON AVE. N L Source of Information Note Y Calculation Flow Required - 367.04 Press Required - 48.287 AT BOR Summary C -Factor Used: 120 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 4-27-06 Cap. - T Time of Test - 8:00 A.M. Rated Cap.- Elev.- E Static Press - 78 @ Press - R Residual Press - 52 Elev. - Well Flow - 1250 Proof Flow S Elevation - U P Location - CORNER OF REINHART RD. AND OREGON AVE. P L Source of Information - CITY OF SANFORD FIRE DEPT. Y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method:. Solid Piled % Palletized % Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf 0 C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) EAGLE FIRE PROTECTION REINHART RETAILS City Water Supply: C1 - Static Pressure : 78 C2 - Residual Pressure: 52 C2 - Residual Flow : 1250 150 140 130 p 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 200 400 600 800 Page 2 Date - Elevation 4.331 - System Flow 367.043 - System Pressure 56.583 ,e ( Adj City) ;e ( Demand) 250 - System Demand 617.043 ety Margin 14.374 C2 1000 1200 1400 1600 i 1800 FLOW N^1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 clow Diagram EAGLE FIRE PROTECTION Page 3 REINHART RETAILS Date 20 SSP4- 100 52.4 12.2 27.868.4 1 -► 100-+ 101-),102 r 103+- 104 t- 105 f- 2 T 32.2 7.8 48 ? 1 52.4 1 68.4 53.2 12.7 27.5 68.f 3 -► 106 -►107 -1-108 t- 1094- 110+- 111 *- 4 T 32.8 7.4 47.8 1 1 105.6 1 136.8 1 53.4 12 29.3 71.; 5 -►112-►113-►114r115t-118-117c-6 ? 32.6 6.7 50.1 159 1 48.8 7 e- 8 I 11Ct3 256.6 I 501 9 e 10 T 1 60.3 60.3 11 E- 12 52.4 159 60.3 1 *- 3 4- 5 <- 7 t- 9 t- 11 105.6 1 11013 1 48.f 50 68.4 20q 1 306.8 2 +- 4 F 6 +- 8 F 10 +- 13 -► 12 136.6 256.8 60.3 367 467' 13 +- TOR*- BOA- BF *- TEST 367 467 f Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary EAGLE FIRE PROTECTION REINHART RETAILS Fitting Abbre B Generic Butterfly Valve E 90' Standard Elbow S Generic Swing Check Valve T 90' Flow thru Tee '/2 % 1 1% 0 0 0 0 2 2 2 3 4 5 5 7 3 4 5 6 Page 4 Date 1'A 2 2% 3 3'/: 4 5 6 8 10 12 14 16 18 20 24 0 0 7 10 0 12 9 10 12 19 21 0 0 0 0 0 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD EAGLE FIRE PROTECTION REINHART RETAILS Page 5 Date Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Req. SSP1 11.0 5.6 12.76 na 20.0 0.2 100 7.0 1 12.0 16.21 na 100 12.0 K = K @ 100 14.53 na 20.0 101 12.0 K = K @ 100 14.57 na 20.03 102 12.0 K = K @ 100 14.53 na 20.0 103 12.0 K = K @ 100 14.55 na 20.01 104 12.0 K = K @ 100 14.76 na 20.16 105 12.0 K = K @ 100 15.22 na 20.47 3 12.0 16.42 na 106 12.0 K= K@ 100 15.02 na 20.33 107 12.0 K= K@ 100 14.73 na 20.14 -O8-------J2.0--K = K.@ 1.00 .69 _A.69-na-20.-1-1---- na 20.11 _109 10912.0 K = K @ 100 14.71 na 20.12 110 12.0 K = K @ 100 14.92 na 20.26 111 12.0 K = K @ 100 15.38 na 20.57 5 12.0 17.18 na 112 12.0 K = K @ 100 15.77 na 20.83 113 12.0 K= K@ 100 15.49 na 20.64 114 12.0 K= K@ 100 15.45 na 20.62 115 12.0 K= K@ 100 15.47 na 20.63 116 12.0 K= K@ 100 15.7 na 20.79 117 12.0 K= K@ 100 16.2 na 21.12 7 12.0 18.81 na 9 12.0 19.47 na 11 12.0 19.67 na 2 12.0 27.82 na 4 12.0 27.94 na 6 12.0 28.4 na 8 12.0 29.38 na 10 12.0 30.55 na 13 12.0 35.33 na TOR 12.0 39.03 na BOR 2.0 48.29 na 100.0 BF 2.0 56.4 na TEST 2.0 56.58 na 150.0 The maximum velocity is 17.15 and it occurs in the pipe between nodes 10 and 13 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 'Final Calculations - Hazen -Williams EAGLE FIRE PROTECTION Page 6 REINHART RETAILS 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 SSP1 20.00 1.049 1T 5.0 12.000 12.755 K Factor = 5.60 to 120 0.0 5.000 -0.433 100 20.0 0.1301 0.0 17.000 2.212 Vel = 7.42 0.0 20.00 14.534 K Factor= 5.25 1 -52.43 1.728 1T 11.29 8.750 16.212 _to 1.20 -__ 0.0 1J..290___0.0____ _-- 100 -52.43 -0.0837 0.0 20.040 -1.678 Vel = 7.17 100 20.21 1.728 0.0 10.000 14.534 K Factor @ node 100 to 120 0.0 0.0 0.0 101 -32.22 0.0037 0.0 10.000 0.037 Vel = 4.41 101 20.03 1.728 0.0 8.000 14.571 K Factor @ node 100 to 120 0.0 0.0 0.0 102 -12.19 -0.0046 0.0 8.000 -0.037 Vel = 1.67 102 20.00 1.728 0.0 8.000 14.534 K Factor @ node 100 to 120 0.0 0.0 0.0 103 7.81 0.0020 0.0 8.000 0.016 Vel = 1.07 103 20.01 1.728 0.0 10.000 14.550 K Factor @ node 100 to 120 0.0 0.0 0.0 104 27.82 0.0211 0.0 10.000 0.211 Vel = 3.81 104 20.15 1.728 0.0 8.000 14.761 K Factor @ node 100 to 120 0.0 0.0 0.0 , 105 47.97 0.0578 0.0 8.000 0.462 Vel = 6.56 105 20.47 1.728 1T 11.29 101.670 15.223 K Factor @ node 100 to 120 0.0 11.290 0.0 2 68.44 0.1115 0.0 112.960 12.592 Vel = 9.36 0.0 68.44 27.815 K Factor= 12.98 3 -53.16 1.728 1T 11.29 8.750 16.421 to 120 0.0 11.290 0.0 106 -53.16 -0.0699 0.0 20.040 -1.400 Vel = 7.27 106 20.33 1.728 0.0 10.000 15.021 K Factor @ node 100 to 120 0.0 0.0 0:0 107 -32.83 -0.0287 0.0 10.000 -0.287 Vel = 4.49 107 20.14 1.728 0.0 8:000 14.734 K Factor @ node 100 to 120 0.0 0.0 0.0 108 -12.69 -0.0049 0.0 8.000 -0.039 Vel = 1.74 108 20.11 1.728 0.0 8.000 14.695 K Factor @ node 100 to 120 0.0 0.0 0.0 109 7.42 0.0018 0.0 8.000 0.014 Vel = 1.02 109 20.12 1.728 0.0 10.000 14.709 K Factor @ node 100 to 120 0.0 0.0 0.0 110 27.54 0.0207 0.0 10.000 0.207 Vel = 3.77 110 20.26 1.728 0.0 8.000 14.916 K Factor @ node 100 to 120 0.0 0.0 0.0 111 47.8 0.0574 0.0 8.000 0.459 Vel = 6.54 111 20.57 1.728 1T 11.29 101.670 15.375 K Factor @ node 100 to 120 0.0 11.290 0.0 4 68.37 0.1.113 0.0 112.960 12.567 Vel = 9.35 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 'Final Calculations - Standard EAGLE FIRE PROTECTION Page 7 REINHART RETAILS 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 0.0 68.37 27,942 K Factor= 12.93 5 -53.44 1.728 1T 11.29 8.750 17.182 to 120 0.0 11.290 0.0 112 -53.44 -0.0705 0.0 20.040 -1.413 Vel = 7.31 112 20.84 1.728 0.0 10.000 15.769 K Factor @ node 100 --to 1-20---0-.0---0--0--0-.0-- .20 0:0-- 0:0 -0:0 -113 113 -32.6 -0.0283 0.0 10.000 -0.283 Vel = 4.46 113 20.64 1.728 0.0 8.000 15.486 K Factor @ node 100 to 120 0.0 0.0 0.0 114 -11.96 -0.0044 0.0 8.000 -0.035 Vel = 1.64 114 20.62 1.728 0.0 8.000 15.451 K Factor @ node 100 to 120 0.0 0.0 0.0 115 8.66 0.0025 0.0 8.000 0.020 Vel = 1.18 115 20.64 1.728 0.0 10.000 15.471 K Factor @ node 100 to 116 29.3 120 0.0232 0.0 0.0 0.0 10.000 , 0.0 0.232 Vel = 4.01 116 20.78 1.728 0.0 8.000 15.703 K Factor @ node 100 to 120 0.0 0.0 0.0 117 50.08 0.0625 0.0 8.000 0.500 Vel = 6.85 117 21.12 1.728 0.0 101.670 16.203 K Factor @ node 100 to 120 0.0 0.0 0.0 6 71.2 0.1199 0.0 101.670 12.193 Vel = 9.74 0.0 71.20 28.396 K Factor= 13.36 7 48.76 1.728 2T 22.58 155.083 18.808 to 120 0.0 22.580 0.0 8 48.76 0.0595 0.0 177.663 10.574 Vel = 6.67 0.0 48.76 29.382 K Factor= 9.00 9 50.00 1.728 2T 22.58 155.083 19.468 to 120 0.0 22.580 0.0 10 50.0 0.0624 0.0 177.663 11.079 Vel = 6.84 0.0 50.00 30.547 K Factor= 9.05 11 60.28 1.728 2T 22.58 155.083 19.667 to 120 0.0 22.580 5.197 12 60.28 0.0881 0.0 177.663 15.657 Vel = 8.25 0.0 60.28 40.521 K Factor= 9.47 1 52.43 2.203 0.0 10.000 16.212 to 120 0.0 0.0 0.0 3 52.43 0.0209 0.0 10.000 0.209 Vel = 4.41 3 53.17 2.203 0.0 10.000 16.421 to 120 0.0 0.0 0.0 5 105.6 0.0761 0.0 10.000 0.761 Vel = 8.89 5 53.43 2.203 0.0 10.000 17.182 to 120 0.0 0.0 0.0 7 159.03 0.1626 0.0 10.000 1.626 Vel = 13.39 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard EAGLE FIRE PROTECTION Page 8 REINHART RETAILS 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 7 -48.75 2.203 0.0 8.000 18.808 to 120 0.0 0.0 0.0 9 110.28 0.0825 0.0 8.000 0.660 Vel = 9.28 9 -50.00 2.203 0.0 7.370 .19.468 to 120 0.0 0.0 0.0 11 60.28 0.0270 0.0 7.370 0.199 Vel = 5.07 -0:0 -- -- - - -- --- 60.28 19.667 K Factor= 13.59 2 68.44 2.703 0.0 10.000 27.815 to 120 0.0 0.0 0.0 4 68.44 0.0127 0.0 10.000 0.127 Vel = 3.83 4 68.37 2.703 0.0 10.000 27.942 to 120 0.0 0.0 0.0 6 136.81 0.0454 0.0 10.000 0.454 Vel = 7.65 6 71.20 2.703 0.0 10.000 28.396 to 120 0.0 0.0 0.0 8 208.01 0.0986 0.0 10.000 0.986 Vel = 11.63 8 48.76 2.703 0.0 8.000 29.382 to 120 0.0 0.0 0.0 10 256.77 0.1456 0.0 8.000 1.165 Vel = 14.36 10 50.00 2.703 1T 18.651 5.000 30.547 to 120 0.0 18.651 0.0 13 306.77 0.2024 0.0 23.651 4.787 Vel = 17.15 13 -367,05 2.703 0.0 1.000 35.334 to 120 0.0 0.0 5.197 12 -60.28 -0.0100 0.0 1.000 -0.010 Vel = 3.37 0.0 -60.28 40.521 K Factor= -9.47 13 367.04 3.314 2E 20.383 15.000 35.334 to 120 0.0 20.383 0.0 TOR 367.04 0.1045 0.0 35.383 3.698 Vel = 13.65 TOR 0.0 3.314 1S 23.294 9.250 39.032 to 120 1 B 14.559 37.853 4.331 BOR 367.04 0.1045 0.0 47.103 4.924 Vel = 13.65 BOR 100.00 7.68 8E 180.441 20.000 48.287 Qa = 100 to 150 0.0 45.110 8.000 BF 467.04 0.0018 0.0 65.110 0.118 Vel = 3.23 BF 0.0 7.68 2E 45.11 10.000 56.405 to 150 1T 43.857 88.967 0.0 TEST 467.04 0.0018 0.0 98.967 0.178 Vel = 3.23 150.00 Qa = 150.00 617.04 56.583 K Factor= 82.03 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 _ _ . Fire Protection by Computer Design EAGLE FIRE PROTECTION 1205 CROWN PARK CIRCLE WINTER GARDEN, FL 34787 407-656-8387 Job Name REINHART RETAILS Building 1 Location 1621 N. REINHART RD. System 1 Contract 06-28 Data File SYSI.WXF SANFORD, FL D 1 � Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 EAGLE FIRE PROTECTION Page 1 REINHART RETAILS Date Hydraulic Design Information Sheet Name - REINHART RETAILS Date - 07-27-06 Location - 1621 N. REINHART RD. SANFORD, FL Building - 1 System No. - 1 Contractor - GREAT SOUTHERN Contract No. - 06-28 Calculated By - SCOTT OSBORN Drawing No. - FP1 Construction: ( ) Combustible (X) Non -Combustible Ceiling Height - 11' Occupancy - RETAIL S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 (X) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other --T—Speci-fa.—Ru -ing -- Made -.By— Date____ E M Area of Sprinkler Operation - 1500 System Type Sprinkler/Nozzle Density - .2 (X) Wet Make VIKING D Area Per Sprinkler - 120 ( ) Dry Model VK102 E Elevation at Highest Outlet - 12' ( ) Deluge Size 1/2" S Hose Allowance - Inside - 100 ( ) Preaction K -Factor 5.6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.155 G Hose Allowance - Outside - 150 N Note Calculation Flow Required - 367.04 Press Required - 48.287 AT BOR Summary C -Factor Used: 120 Overhead 150 Underground W Water Flow Test: Pump -Data: Tank or Reservoir: A Date of Test - 4-27-06 Cap. - T Time of Test - 8:00 A.M. Rated Cap.- Elev.- E Static Press - 78 @ Press - R Residual Press - 52 Elev. - Well Flow - 1250 Proof Flow S Elevation - U P Location - CORNER OF REINHART RD. AND OREGON AVE. P L Source of Information - CITY OF SANFORD FIRE DEPT. Y C Commodity Class Location. 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf 0 C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) EAGLE FIRE PROTECTION REINHART RETAILS City Water Supply: C1 - Static Pressure : 78 C2 - Residual Pressure: 52 C2 - Residual Flow : 1250 150 140 130 P 120 R 110 E 100 S 90 5.80 U 70 R 60 E 50 40 30 20 10 C2 200 400 600 800 1000 1200 FLOW N^1.85) Page 2 Date D1 - Elevation 4.331 D2 - System Flow 367.043 D2 - System Pressure 56.583 Hose ( Adj City) Hose ( Demand) 250 03 - System Demand 617.043 Safety Margin 14.374 1400 1600 i 1800 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ft Plow Diagram EAGLE FIRE PROTECTION Page 3 REINHART RETAILS Date 20 SSP*- 100 367 467 13 +- TOR+- BOR- BF F TEST 367 467 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 52.4 12.2 27.8 68.4 1 -► 100 -# 101 -*1024-- 103 4- 104 *- 105 F 2 T 32.2 7.8 48 T 1 52.4 1 68.4 1 53.2 12.7 27.5 68.1 3 -► 100 -► 107 -*108 t 109 4- 110 E- 111 E- 4 T 32.8 7.4 47.8 T 1 105.6 1 136.8 1 53.4 12 29.3 • 71.; 5 -►112-►113-X114+-115E-110-117+-0 T 32.6 8.7 50.1 1 159 1 48.8 7 r 0 I 11Q3 256.8 I 50 I 9 E- 10 T I 60.3 1 60.3 11 E- 12 52.4 159 60.3 1 +-3 4-5 E-7 F9 E-11 105.6 T 11013 I 48.$ 50 68.4 204 1 306.8 2 4- 4 E- 0 4- 8 4- 10 4- 13 12 136.8 258.8 60.3 367 467 13 +- TOR+- BOR- BF F TEST 367 467 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary EAGLE FIRE PROTECTION REINHART RETAILS Page 4 Date Fitting Legend Abbrev. Name '/z % 1 1% 1Ys 2 2'/2 3 3% 4 5 6 8 1,0 12 14 16 18 20 24 B Generic Butterfly Valve 0 0 0 0 0 0 7 10 0 12 9 10 12 1I9 21 0 0 0 0 0 E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 S Generic Swing Check Valve 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 T 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD EAGLE FIRE PROTECTION REINHART RETAILS Page 5 Date Node Elevation K -Fact Pt Pn Flow Density Area Press No. Actual Actual Req. SSP1 11.0 5.6 12.76 na 20.0 0.2 100 7.0 1 12.0 16.21 na 100 12.0 K= K@ 100 14.53 na 20.0 101 12.0 K= K@ 100 14.57 na 20.03 102 12.0 K= K@ 100 14.53 na 20.0 103 12.0 K= K@ 100 14.55 na 20.01 104 12.0 K= K@ 100 14.76 na 20.16 105 12.0 K= K@ 100 15.22 na 20.47 3 12.0 16.42 na 106 12.0 K= K@ 100 15.02 na 20.33 107 12.0 K= K@ 100 14.73 na 20.14 -1,08 12.0 _ K = K@-1.00-.- _ 1_4.69 ___ na 20..U� 109 12.0 K= K@ 100 14.71 na 20.12 110 12.0 K= K@ 100 14.92 na 20.26 111 12.0 K= K@ 100 15.38 na 20.57 5 12.0 17.18 na 112 12.0 K= K@ 100 15.77 na 20.83 113 12.0 K= K@ 100 15.49 na 20.64 114 12.0 K= K@ 100 15.45 na 20.62 115 12.0 K= K@ 100 15.47 na 20.63 116 12.0 K= K@ 100 15.7 na 20.79 117 12.0 K= K@ 100 16.2 na 21.12 7 12.0 18.81 na 9 12.0 19.47 na 11 12.0 19.67 na 2 12.0 27.82 na 4 12.0 27.94 na 6 12.0 28.4 na 8 12.0 29.38 na 10 12.0 30.55 na 13 12.0 35.33 na TOR 12.0 39.03 na BOR 2.0 48.29 na 100.0 BF 2.0 56.4 na. TEST 2.0 56.58 na 150.0 The maximum velocity is 17.15 and it occurs in the pipe between nodes 10 and 13 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams EAGLE FIRE PROTECTION Page 6 REINHART RETAILS 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 SSP1 20.00 1.049 1T 5.0 12.000 12.755 K Factor = 5.60 to 120 0.0 5.000 -0.433 100 20.0 0.1301 0.0 17.000 2.212 Vel = 7.42 0.0 20.00 14.534 K Factor = 5.25 1 -52.43 1.728 1T 11.29 8.750 16.212 _to 120__0.0_1J_29,0__0.0_.__ 100 -52.43 -0.0837 0.0 20.040 -1.678 Vel = 7.17 100 20.21 1.728 0.0 10.000 14.534 K Factor @ node 100 to 120 0.0 0.0 0.0 101 -32.22 0.0037 0.0 10.000 0.037 Vel = 4.41 101 20.03 1.728 0.0 8.000 14.571 K Factor @ node 100 to 120 0.0 0.0 0.0 102 -12.19 -0.0046 0.0 8.000 -0.037 Vel = 1.67 102 20.00 1.728 0.0 8.000 -14.534 K Factor @ node 100 to 120 0.0 0.0 0.0 103 7.81 0.0020 0.0 8.000 0.016 Vel = 1.07 103 20.01 1.728 0.0 10.000 14.550 K Factor @ node 100 to 120 0.0 0.0 0.0 104 27.82 0.0211 0.0 10.000 0.211 Vel = 3.81 104 20.15 1.728 0.0 8.000 14.761 K Factor @ node 100 to 120 0.0 0.0 0.0 105 47.97 0.0578 0.0 8.000 0.462 Vel = 6.56 105 20.47 1.728 1T 11.29 101.670 15.223 K Factor @ node 100 to 120 0.0 11.290 0.0 2 68.44 0.1115 0.0 112.960 12.592 Vel = 9.36 0.0 68.44 27.815 K Factor= 12.98 3 -53.16 1.728 1T 11.29 8.750 16.421 to 120 0.0 11.290 0.0 106 -53.16 -0.0699 0.0 20.040 -1.400 Vel = 7.27 106 20.33 1.728 0.0 10.000 15.021 K Factor @ node 100 to 120 0.0 0.0 0.0 107 -32.83 -0.0287 0.0 10.000 -0.287 Vel = 4.49 107 20.14 1.728 0.0 8.000 14.734 K Factor @ node 100 to 120 0.0 0.0 0.0 108 -12.69 -0.0049 0.0 8.000 -0.039 Vel = 1.74 108 20.11 1.728 0.0 8.000 14.695 K Factor @ node 100 to 120 0.0 0.0 0.0 109 7.42 0.0018 0.0 8.000 0.014 Vel = 1.02 109 20.12 1.728 0.0 10.000 14.709 K Factor @ node 100 to 120 _ 0.0 0.0 0.0 110 27.54 0.0207 0.0 10.000 0.207 Vel = 3.77 110 20.26 1.728 0.0 8.000 14.916 K Factor @ node 100 to 120 0.0 0.0 0.0 111 47.8 0.0574 0.0 8.000 0.459 Vel = 6.54 111 20.57 1.728 1T 11.29 101.670 15.375 K Factor @ node 100 to 120 0.0 11.290 0.0 4 68.37 0.1113 0.0 112.960 12.567 Vel = 9.35 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard EAGLE FIRE PROTECTION Page 7 REINHART RETAILS 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 0.0 68.37 27.942 K Factor= 12.93 5 -53.44 1.728 1T 11.29 8.750 17.182 to 120 0.0 11.290 0.0 112 -53.44 -0.0705 0.0 20.040 -1.413 Vel = 7.31 112 20.84 1.728 0.0 10.000 15.769 K Factor @ node 100 --to 1-20 -0;0---0:0-0:0--- 0:0-- 0:0 0:0 --113 113 -32.6 -0.0283 0.0 10.000 -0.283 Vel = 4.46 113 20.64 1.728 0.0 8.000 15.486 K Factor @ node 100 to 120 0.0 0.0 0.0 114 -11.96 -0.0044 0.0 8.000 -0.035 Vel = 1.64 114 20.62 1.728 0.0 8.000 15.451 K Factor @ node 100 to 120 0.0 0.0 0.0 115 8.66 0.0025 0.0 8.000 0.020 Vel = 1.18 115 20.64 1.728 0.0 10.000 15.471 K Factor @ node 100 to 120 0.0 0.0 0.0 116 29.3 0.0232 0.0 10.000 0.232 Vel = 4.01 116 20.78 1.728 0.0 8.000 15.703 K Factor @ node 100 to 120 0.0 0.0 0.0 117 50.08 0.0625 0.0 8.000 0.500• Vel = 6.85 117 21.12 1.728 0.0 101.670 16.203 K Factor @ node 100 to 120 0.0 0.0 0.0 6 71.2 0.1199 0.0 101.670 12.193 Vel = 9.74 0.0 71.20 28.396 K Factor= 13.36 7 48.76 1.728 2T 22.58 155.083 18.808 to 120 0.0 22.580 0.0 8 48.76 0.0595 0.0 177.663 10.574 Vel = 6.67 0.0 48.76 29.382 K Factor= 9.00 9 50.00 1.728 2T 22.58 155.083 19.468 to 120 0.0 22.580 0.0 10 50.0 0.0624 0.0 177.663 11.079 Vel = 6.84 0.0 50.00 30.547 K Factor= 9.05 11 60.28 1.728 2T 22.58 155.083 19.667 to 120 0.0 22.580 5.197 12 60.28 0.0881 0.0 177.663 15.657 Vel = 8.25 0.0 60.28 40.521 K Factor= 9.47 1 52.43 2.203 0.0 10.000 16.212 to 120 0.0 0.0 0.0 3 52.43 0.0209 0.0 10.000 0.209 Vel = 4.41 3 53.17 2.203 0.0 10.000 16.421 to 120 0.0 0.0 0.0 5 •105.6 0.0761 0.0 10.000 0.761 Vel = 8.89 5 53.43 2.203 0.0 10.000 17.182 to 120 0.0 0.0 0.0 • 7 159.03 0.1626 0.0 10.000 1.626 Vel = 13.39 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard EAGLE FIRE PROTECTION Page 8 REINHART RETAILS 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 7 -48.75 2.203 0.0 8.000 18.808 to 120 0.0 0.0 0.0 9 110.28 0.0825 0.0 8.000 0.660 Vel = 9.28 9 -50.00 2.203 0.0 7.370 19.468 to 120 0.0 0.0 0.0 11 60.28 0.0270 0.0 7.370 0.199 Vel = 5.07 -070 - --- - -- - -- ---- 60.28 19.667 K Factor= 13.59 2 68.44 2.703 0.0 10.000 27.815 to 120 0.0 0.0 0.0 4 68.44 0.0127 0.0 10.000 0.127 Vel = 3.83 4 68.37 2.703 0.0 10.000 27.942 to 120 0.0 0.0 0.0 6 136.81 0.0454 0.0 10.000 0.454 Vel = 7.65 6 71.20 2.703 0.0 10.000 28.396 to 120 0.0 0.0 0.0 8 208.01 0.0986 0.0 10.000 0.986 Vel = 11.63 8 48.76 2.703 0.0 8.000 29.382 to 120 0.0 0.0 0.0 10 256.77 0.1456 0.0 8.000 1.165 Vel = 14.36 10 50.00 2.703 1T 18.651 5.000 30.547 to 120 0.0 18.651 0.0 13 306.77 0.2024 0.0 23.651 4.787 Vel = 17.15 13 -367.05 2.703 0.0 1.000 35.334 to 120 0.0 0.0 5.197 12 -60.28 -0.0100 0.0 1.000 -0.010 Vel = 3.37 0.0 -60.28 40.521 K Factor= -9.47 13 367.04 3.314 2E 20.383 15.000 35.334 to 120 0.0 20.383 0.0 TOR 367.04 0.1045 0.0 35.383 3.698 Vel = 13.65 TOR 0.0 3.314 1S 23.294 9.250 39.032 to - 120 1 B 14.559 37.853 4.331 BOR 367.04 0.1045 0.0 47.103 4.924 Vel = 13.65 BOR 100.00 7.68 8E 180.441 20.000 48.287 Qa = 100 to 150 0.0 45.110 8.000 BF 467.04 0.0018 0.0 65.110 0.118 Vel = 3.23 BF 0.0 7.68 2E 45.11 10.000 56.405 to 150 1T 43.857 88.967 0.0 TEST 467.04 0.0018 0.0 98.967 0.178 Vel = 3.23 150.00 Qa = 150.00 617.04 56.583 K Factor= 82.03 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087