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Home My WebLink AboutFire FlowSECTION B105 FIRE -FLOW REQUIREMENTS FOR BUILDINGS B105.1 One- and two-family dwellings. The minimum fire -flow and flow duration requirements for one- and two-family dwellings having a fire -flow calculation area that does not exceed 3,600 square feet (344.5 In) shall be 1,000 gallons per minute (3785.4 L/min) for 1 hour. Fire -flow and flow duration for dwellings having a fire -flow calculation area in excess of 3,600 square feet (344.5m2) shall not be less than that specified in Table B 105.1. Exception: A reduction in required fire -flow of 50 percent, as approved, is allowed when the building is equipped with an approved automatic sprinkler system. TABLE B105.11VIINIMUM REQUIRED FIRE -FLOW AND FLOW D FEU -FLOW CALCULATION AREA (square feet) iN Type V-B' 0-3,600 3,601-4,806 4,801-6,200 6,201-7,700 2,250 Type IA and In' Type HA and IIIA' Type IV and V-A' Type IIB and IIIB' 0-22,700 0-12,700 0-8,200 0-5,900 22,701-30,200 12,701-17,000 8,201-10,900 5,901-7,900 30,201-38,700 17,001-21,800 10,901-12,900 7,901-9,800 38,701-48,300 21,801-24,200 12,901-17,400 9,801-12,600 48,301-59,000 24,201-33,200 17,401-21,300 12,601-15,400 7,701-9,400 2,500 59,001-70,900 33,201-39,700 21,301-25,500 15,401-18,400 9,401-11,300 2,750 70,901-83,700 39,701-47,100 25,501-30,100 18,401-21,800 11,301-13,400 3,000 83,701-97,700 47,101-54,900 30,101-35,200 21,801-25,900 13,401-15,600 3,250 97,701-112,700 54,901-63,400 35,201-40,600 25,901-29,300 15,601-18,000 3,500 3 112,701-128,700 63,401-72,400 40,601-46,400 29,301-33,500 18,001-20,600 3,750 128,701-145,900 72,401-82,100 46,401-52,500 33,501-37,900 20,601-23,300 4,000 145,901-164,200 82,101-92,400 52,501-59,100 37,901-42,700 23,301-26,300 4,250 164,201-183,400 92,401.103,100 59,101-66,000 42,701-47,700 26,301-29,300 4,500 183,401-203,700 103,101-114,600 66,001-73,300 47,701-53,000 29,301-32,600 4,750 203,701-225,200 114,601-126,700 73,301-81,100 53,001-58,600 32,601-36,000 5,000 225,201-247,700 126,701-139,400 81,101-89,200 58,601-65,400 36,001-39,600 5,250 247,701-271,200 139,401-152,600 89,201-97,700 65,401-70,600 39,601-43,400 5,500 271,201-295,900 152,601-166,500 97,701-106,500 70,601-77,000 43,40147,400 5,750 295,901-Greater 166,501-Greater 106,501-115,800 77,001-83,700 47,401-51,500 6,000 4 - - 115,801-125,500 83,701-90,600 51,501-55,700 6,250 125,501-135,500 90,601-97,900 55,701-60,200 6,500 135,501-145,800 97,901-106,800 60,201-64,800 6,750 - - 145,801-156,700 106,801-113,200 64,801-69,600 7,000 - - 156,701-167,900 113,201-121,300 69,601-74,600 7,250 167,901-179,400 121,301-129,600 74,601-79,800 7,500 179,401-191,400 129,601-138,300 79,801-85,100 7,750 191,401-Greater I38,301-Greater 85,101-Greater 8,000 For SI: I square foot = 0.0929 m', 1 gallon per minute = 3.785 Lm, I pound per square inch = 6.895 kPa. a. Types of construction are based on the International Building Code. b. Measured at 20 psi residual pressure. B105.2 Buildings other than one- and two-family dwellings. The minimum fire -flow and flow duration for buildings other than one- and two-family dwellings shall be as specified in Table B 105.1 Exception: A reduction in required fire -flow of up to 75 percent, as approved, is allowed when the building is provided with an approved automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2. The resulting fire -flow shall not be less than 1,500 gallons per minute (5678 L/min) for the prescribed duration as specified in Table 13105.1. International Fire Code 2012 (First Printing) SECTION C105 DISTRIBU't.ON OF FIRE HYDRANTS C105.1 Hydrant spacing. The average spacing between fire hydrants shall not exceed that listed in Table C105.1. Exception: The fire chief is authorized to accept a deficiency of up to 10 percent where existing fire hydrants provide all or a portion of the required fire hydrant service. Regardless of the average spacing, fire hydrants shall be located such that all points on streets and access roads adjacent to a building are within the distances listed in Table C105.1. TABLE C105.1 NUMBER AND DISTRIBUTION OF FIRE HYDRANTS MAXIMUM AVERAGE DISTANCE FIRE -FLOW MINIMUM SPACING FROM ANY REQUIREMENT NUMBER BETWEEN POINT ON Win) OF HYDRANTS HYDRANTSa' "' ` STREET OR (feet) ROAD FRONTAGETO A HYDRANT" 1,750 or less 1 500 250 2,000-2,250 2 450 225 2,500 3 450 225 3,000 3 400 225 3,500-4,000 4 350 210 4,500-5,000 5 300 180 5,500 6 300 180 6,000 6 250 150 6,500-7,000 7 250 150 7,500 or more 8 or more 200 120 For SI: 1 foot = 304.8 mm, 1 gallon per minute = 3.785 L/m. a. Reduce by 100 feet for dead-end streets or roads. b. Where streets are provided with median dividers which cannot be crossed by fire fighters pulling hose lines, or where arterial streets are provided with four or more traffic lanes and have a traffic count of more than 30,000 vehicles per day, hydrant spacing shall average 500 feet on each side of the street and be arranged on an alternating basis up to a fire -flow requirement of 7,000 gallons per minute and 400 feet for higher fine -flow requirements. c. Where new water mains are extended along streets where hydrants are not needed for protection of structures or similar fire problems, fire hydrants shall be provided at spacing not to exceed 1,000 feet to provide for transportation hazards. d. Reduce by 50 feet for dead-end streets or roads. e. One hydrant for each 1,000 gallons per minute or fraction thereof. International Fire Code 2012 (First Printing) i�cJ. 1z - Z-n 't�? S g.(ptE � rfkgsll �f HOME 2 SUITES HOTEL 300 SOUTH TEXAS AVE. i COLLEGE STATION, TEXAS / / S.... E DUNCAN JC JOB # C0120-001 /j 83252 FIRE FLOW REPORT EXISTING WATER SYSTEM SUMMARY The subject development is located on the west side of the Texas Avenue south of the intersection of Texas Avenue and University Drive. The subject property sits between Texas Avenue to the east and Meadowland Drive to the west. Currently, an 8" City of College Station (CS) waterline is located along east side of Meadowland Drive and a 12" CS waterline is located along the Texas Avenue frontage. The 8" waterline is in the process of be replaced with a 12" waterline that will begin at the 12" waterline on Texas Avenue and continue east -west through the Knights Inn property north of the subject tract, and continue north/south along Meadowland until looping back around to the 12" waterline on University Drive. There are three existing fire hydrants along the 12" waterline on Texas Avenue near the subject property as shown in Exhibit A — Water System Layout. Fire Flow data has been made available from the city and is included in Exhibit B — Fire Flow Test Data. Additionally, there are two existing fire hydrants and one proposed fire hydrant along Meadowland Drive. E( xhibit A — Water System Layoutl. No flow data is available for these hydrants. PROPOSED WATER SYSTEM IMPROVEMENTS An adjacent development, Northpoint Crossing Development (NPC), proposes to replace the 8" waterline that begins at the 12" waterline on Texas Avenue north of the Knights hm, and continues east -west on the north side of the Knights Inn property north of the subject tract, and then continues north/south along Meadowland until looping back around to the 12" waterline on University Drive. The approved drawings for the NPC development propose a 12" waterline to replace the 8", including adding a fire hydrant (FH #2) on Meadowland Street within the Home2 Suites property boundary. REQUIRED FLOW 2012 International Fire Code (IFC) and CS commercial minimum required = 2,625 gpm (split between 3-hydrants) The existing hydrant #1, the proposed hydrant #2 (by others), and the existing hydrant #3 located along Meadowland Drive will serve as the 3-hydrants needed to supply a total flow of 2,625 gpm to the subject property. ANALYSIS For purposes of hydraulic analysis, EPANET Version 2.0 by the U.S. Environmental Protection Agency was used for the water system model. To properly calibrate the water system model, fire hydrant flow tests were requested and obtained from CS Utilities for the existing hydrant at 104 Texas Avenue South (A-032) and an existing hydrant at 320 Texas Avenue South (A-035) on the 12" waterline along Texas Avenue. Refer to Exhibit B — Fire Flow Test Data. Using this data for flow, static and residual pressures, a water system model was created and calibrated for this small portion of the existing water system. Two separate analyses were performed, one the existing conditions and the other on the proposed conditions based on city approved drawings for the NPC development. The proposed improvements include replacing an existing 8" waterline with a 12" waterline as designed in the NPC development with one (1) new fire hydrant (FH#2) and associated appurtenances were added to the water model and then analyzed for minimum pressure and maximum velocities in the system. RESULTS To obtain the 2012 International Fire Code (IFC) and CoCS minimum required Fire flow of 2,625 gpm, the EPANET model was ran with the following fire flow scenarios: Existing Conditions - Fire flow scenario 41: Three hydrants flowing 1,000 gpm each. The three hydrands include FH# 1 and FH#3 located on Meadowland St. and FH A-035 located on Texas Avenue. - Fire Flow Scenario 42: One hydrant flowing 2,625 gpm. This was modeled using FH A-035 located on Texas Avenue. - Fire Flow Scenario #3: One hydrant flowing 2,625 gpm. This was modeled using FH 41 on Meadowland. - Fire Flow Scenario 44: Static conditions, no flow. Proposed Conditions - Fire flow Scenario #1: Three hydrants flowing 1,000 gpm each. The three hydrands include FH# 1, FH#2, and FH#3 all located on Meadowland Street. - Fire Flow Scenario #2: One hydrant flowing 2,625 gpm. This was modeled using FH #2 located on Meadowland Street. - Fire Flow Scenario #3 is the static conditions with no flow. The resultant node pressures and velocities are documented in Exhibit C — System Analysis. The proposed water system improvements and existing infrastructure, under the three fire flow scenarios described above, were determined to adequately meet or positively exceed the minimum 2012 IFC and CS Design Standards. APPENDDCB TABLE 0105.1 MINIMUM REQUIRED FIRE -FLOW AND FLOW DURATION FOR BUILDINGS' FIRE -FLOW CALCULATION AREA (square lest) FIRE -FLOW (gallons per minute)° FLOW DURATION (hours) IA Type and Ie° Type OA and IIIA° Type IV and Me' Type HE) and 81B° Type V•e° 0-22,700 0-12,700 0-8,200 0.51900 0.3,600 1,500 22,701-30,200 12,701-17,000 8,201-10,900 5,901-7,900 3,601.4,800 1,750 30,201-38,700 17,001.21,800 10,901-12.900 7,901-9,800 4,801-6.200 2,00) 38,701-48,300 21,801.24,200 12,901-17A00 9,901-12,600 6.201-7,700 2,250 2 49,301-59,000 24,201-33,200 17,401-21,300 12,601-15.400 7,701-9,400 2,500 59,001-70,900 33,201-39,700 21,301.25,500 15,401-18,400 9,401.11,300 2,750 70,901-83,700 39,701-47,100 25,501-30,100 18,401-21,800 11,301-13,400 5,000 83,701-97,700 47,101-54,900 30,101-35,200 21,901-25,900 13,401-15,600 3,250 97,701-112,700 54,901.63,400 35,201.40,600 25,901-29,300 15,600148,000 3,500 3 112,701-128,700 63,401-72,400 40,601-46,400 29,301-33,500 19,001-20,600 3,750 118,701-145,900 72,401-82,100 46,401.52,500 33,501-37,900 20,601-23,500 4,000 145,901464,200 82,101.92,400 52,501-59.100 37,901-42,700 23,301-26,300 4,250 164,201-183,406 92,401-103,100 59,101-66,000 42,701-47,700 26,301-29,300 4,500 183,401.203,700 103,101.114,600 66,001.73,300 47,701-53,000 29,301-32,600 4,750 203.701-225,200 114,601.126,700 73,301-81,100 53,001-58,600 32,60l36,000 5,000 225.201-247,700 126,701-139AM 81,101-89,200 58,601-65,400 36,001-39,600 5,250 -247,7D1-27nbll- -1�UA3Tb0if 3 ,.. - 5,500 271,201-295,900 152,601-166,500 97,701-106,500 7001-77,000 43,401-47,400 5,150 295,901-Greater 166,501-Greater 106,501-115,800 77,001.83,700 47,40141,500 6,000 4 - - 115,801-125,500 83,701-90,600 51,501-55,700 6,250 - - 125,501-135,500 90,601-97,900 55.701-60,200 6,500 - - 135,501-145,800 97,901.106,800 60,201.64,800 6,750 - - 145,801-156,70n 106,901-113,200 64,801-69,600 7,00D - - 156,701-167,900 113,201-121,900 69,601-74,600 7,250 - - 167,901-179,400 121,301-129,600 74,601-79,800 7,500 - 179,401-191,400 129,601-138,300 79.801-85,100 7,750 - - 191,401-Greater I 138,301-Greater 85,101-Greater 8,000 ForSk Isquare foote0.0929m2,I gallon par minute=3.7851Im., i puundpersquare inch =6.895kPa. a. The mlolmumrequired8ra0ow shallba allowed to baredueed by 25 percent for Group R. b. Types of construction arobased on thelaternaNanat Building Code. c. Measured at 20 psi. 394 2008 INTERNATIONAL FIRE CODE® APPENDIX C 'The provisions contained in this appendix are not mandatory unless specifically referenced In the adopting ordinance. SECTION C101 GENERAL C101.1 Scope. Fire hydrants shall be provided in accordance with this appendix for the protection of buildings, or portions of buildings, hereafter constructed. SECTION C102 LOCATION C102.1 Fire hydrant locations. Fire hydrants shall be pro- vided along required fire apparatus access roads and adjacent public streets. SECTION C10S NUMBER OF FIRE HYDRANTS SECTION C104 CONSIDERATION OF EXISTING FIRE HYDRANTS C104AExistI fire hydrants, Existing fire hydrants onpub- lic streets are allowed to be considered as available. Existing fire hydrants on adjacent properties shall not be considered available unless fire apparatus access roads extend between properties andeasements areestablishedto preventobstruction of such roads. SECTION C105 DISTRIBUTION OF FIRE HYDRANTS C105.1 Hydrant spacing.The average spacing between fire hydrants shall not exceed that listed in Table C105.1. C103.1 Firehydrants available. Theminimumnumber of fire Exception: The file chief is authorised to accept a der, hydrants availabletoabulDdingshallnotbelessthan thatlisted in Table C105.1. The number of fire hydrants available to a delay ofuptol0percentwhereexisting ftrehydrants pro - complex or subdivision shall not be less than that determined vide all or a portion of the required fire hydrant service. by spacing requirements listed in Table C105.1 when applied Regardless of the average spacing, fire hydrants shall be to fire apparatus access roads andperimeterpublic streets from located such that all points on streets and access road$adjacent which fire operations could be conducted. to abuilding are within the distances listed in Table C105.1. TABLE C105.1 NUMBER AND DISTRIBUTION OF FIRE HYDRANTS FIRE -FLOW REQUIREMENT Wine)OFHYDRANTS MINIMUM NUMBER AVERAGE SPACING BErWEENHYDRANTSake feat MAXIMUM DISTANCE FROM ANY POINT ON STREET OR ROAD FRONTAGE TO A HYDRANTa 1750orless 1 500 250 2000-2,250 2 450 225 2,500 3 450 225 3,000 3 400 225 3 500-4,000 4 350 210 4,500-5 000 5 300 180 5,500 6 300 ISO 6000 6 250 150 6 500-7.000 7 250 150 7 500 or more 8 or more` 1 200 120 For Se lfoot- 304.8=,I gallon parminme-3.785 Um a. Reduce by 100 fatfordead-end it cts orroads. b. where streets areptmidedwithmedlm dividerswhich cmbe crossed by Srafighterspulling hoselines, mwhem arterial streets azoprovidedwithfomormwe ha6c ]ones end have a tmffic court of mom than 30,000 vehicles per day, hydrant spacing shall average 5OD fee on each side of due street end be arranged m m alternating basis up to a tire-Rowrrquhementof 7,000 gallons perminute and 400 feetforhigher&e-flow requiramenta. c. Whemnew watermd ware extendedalongsaeetswhemhydmnts arenotneededfotprotecdonofstmetares orsia-Mufueproblems,foe hydrants shall bepr vided atapaciag not to mcceed 1,000 feet toinwidefor nanspoitaflon hoards. d. Reduce by50feetfor deed -end streets or roads. e. One hydranlfor each 1,000 gallons perminute orfracdon thereof. 2006 INTERNATIONAL FIRE CODO 395 Exhibit A — Water System Layout H Exhibit B — Fire Flow Test Data Exhibit B - Fire Flow Test Data teI�go StationUtilities Reliable, Affordable, Community fawned Date test completed Friday April 20, 2012 Time completed 1:00 P.M. Test completed by Justin Tamplin Witness Gerald Borths Nozzle size Hydrant number reading in PSI in G.P.M. number M Residual PSI Comments 104 Texas Ave. S. 2.5 A-032 67 200 Texax Ave. S. A-039 90 Requested PAGE 1 OF 2 Date test completed Time completed Test completed by M Stationge tiliti Reliable, Affordable, Communily Owned Friday April 20, 2012 2:00 P.M. Justin Tamplin Comments Requested PAGE 2 OF 2 Exhibit C — System Analysis Exhibit C - System Analysis Table C-1 Fire Flow Scenario #1 (Existing System) Project: Home 2 Suites Fire Hydrant Flow Modeling Description: Three hydrants flowing 1,000 gpm each Location: Hydrant #1 on Meadowland Drive A-035 on Texas Avenue Hydrant #3 on Meadowland Drive Network Table - Nodes Node ID Elevation ft Base Demand `` GPM ':: Initial Quality Demand I GPM Head ft Pressure psi Description Junction 1 - - - - - - Junction 2 - - - - - - - Junction 3 320.00 - - 417.53 42.26 41.77 - Junction 6 335.00 - - 403.72 29.78 7.09 - Junction 7 334.00 - - 403.40 30.07 7.25 - Junction 8 329.00 - - 419.97 39.42 39.06 - Junction 9 330.50 - - 403.13 31.47 8.53 - Junction 10 335.00 - - 412.74 33.69 21.56 - Junction 11 335.00 - - 414.01 34.24 23.61 - Junction 12 335.00 - - 421.15 37.33 24.00 - Junction 13 335.00 - - 432.57 42.28 42.32 - Junction 14 326.00 - - 408.51 35.75 21.18 - Junction 15 326.00 - - 408.50 35.75 21.18 - Junction 18 334.00 - - 433.83 1 43.26 43.26 - Junction 19 325.00 - - 418.48 40.51 40.07 - Junction 20 320.00 - - 417.53 42.26 41.77 - Junction 5 '. 325.00 418.48! 40.51 40.07 A-039: Junction 16 329.00 1,000.00 :' 1,000.00 419.94 39.41 39.05 A-035' Junction 17 320.00 417.53 t. 42.26 41,77 A-032f Junction 21 331.00 : 1,000.00 1,000.00 402.41 30.94 800 FH 41: Junction 22 335.00 - - 403.40 29.64 6.81 FH #2 Junction 23 " 336.00 1,000.00 1,000.00 t 403.00": 29.03 634 FH #3:. Resvr 24 533.00 #N/A (3,000.00) 533.00 - - - Network Table - Links Link ID Length ft Diameter in iRoughness : Flow GPM Velocity : fps Unit Head ft/kft Friction Factor '. Pipe 1 805.32 12.00 130.00 - - - - Pipe 5 283.99 8.00 100.00 1,177.95 7.52 40.22 0.03 Pipe 6 177.35 8.00 100,00 1,177.95 7.52 40.22 0.03 Pipe 7 31.66 8.00 100,00 1,177.95 7.52 40.22 0.03 Pipe 8 224.35 8.00 100.00 (1,177.95) 7.52 40.22 0.03 Pipe 9 3.83 1 12.00 100.00 822.05 2.33 2.87 0.03 Pipe 10 436.89 8.00 100.00 822.05 5.25 20.66 0.03 Pipe 11 259.86 8.00 100.00 822.05 5.25 20.66 0.03 Pipe 12 220.30 8.00 100.00 (177.95) 1.14 1.21 0.04 Pipe 13 265.22 8.00 100.00 (177.95) 1.14 1.21 0.04 Pipe 18 226.09 12.00 100.00 1,177.95 3.34 5.58 0.03 Pipe 19 20.57 12.00 100.00 - - - - Pipe 21 342.89 12.00 80.00 (822.05) 2.33 4.33 0.05 Pipe 22 219.43 12.00 80.00 (822.05) 2.33 4.33 0.05 Pipe 23 732.47 12.00 80.00 (1,822.05) 5.17 18.92 0.05 Pipe 3 6.00 12.00 100.00 - - - - Pipe 4 6.00 12.00 100.00 (1,000.00) 2.84 4.12 0.03 Pipe 14 6.00 12.00 100.00 - - - - Pipe 15 6.00 6.00 100.00 1,000.00 11.35 120.57 0.03 Pipe 16 6.00 6.00 100.00 - - - - Pipe 17 6.00 6.00 100.00 1,000.00 11.35 120.57 0.03 Pipe 201 15,000.001 18.00 80.00 (3,000.00) 3.711 6.61 0.05 Page 1 of 7 Exhibit C - System Analysis Table C-2 Fire Flow Scenario #2 (Existing System) Project: Home 2 Suites Fire Hydrant Flow Modeling Description: One hydrant flowing @ 2,625 gpm Location: A-035 on Texas Avenue Network Table - Nodes Node ID Elevation : ft Base " Demand c GPM Initial Quality Demand GPM Head ft r Pressure psi Description's Junction 1 - - - - - - Junction 2 - - - - - - - Junction 3 320.00 - - 438.49 51.34 49.41 - Junction 6 335.00 - - 448.94 49.37 49.26 - Junction 7 334.00 1 - - 446.60 48.79 48.27 1 - Junction 8 329.00 - - 437.45 46.99 45.35 - Junction 9 330.50 - - 444.65 49.46 48.60 - Junction 10 335.00 - - 450.92 50.23 50.47 - Junction 11 335.00 - - 451.20 50.35 50.64 - Junction 12 335.00 - - 452.77 51.03 50.67 - Junction 13 335.00 - - 455.28 52.12 52.20 - Junction 14 326.00 - - 442.35 50.41 49.15 - Junction 15 326.00 - - 442.35 50.42 49.16 - Junction 18 334.00 - - 455.56 52.67 52.67 - Junction 19 325.00 - - 438.08 49.00 47.18 - Junction 20 320.00 - - 438.49 51.34 49.41 - Junction 5 325.00 :. 438.08 :.49.00 =47.18 A039 Junction 16 329.00 2,625.00`. 2,625:00 437.30 46.93 > 45.29 A 035 Junction 17 320.00 - 438.49 51.34 :: 49,41 'A-032 Junction 21 331.00 - - 444.65 49.24 48.39 `:FH #1 Junction 22 335.00 (' 446.60 48.35 r` 47.84 iFH #2 Junction 231 336.00 '- 448.94 48.94 48.83 IFH #3 Resvr 241 533.00 #N/A IF -(2,625.100)1 533.00 Network Table - Links Link ID Length ft :' Diameter in Roughness Flow:: GPM Velocity fps Unit Head ft/kft Fiction '. Factor Pipe 1 805.32 12.00 130.00 - - - - Pipe 5 283.99 8.00 100.00 519.75 3.32 8.84 0.03 Pipe 6 177.35 8.00 100.00 519.75 3.32 8.84 0.03 Pipe 7 31.66 8.00 100.00 519.75 3.32 8.84 0.03 Pipe 8 224.35 8.00 100.00 (519.75) 3.32 8.84 0.03 Pipe 9 3.83 12.00 100.00 (519.75) 1.47 1.23 0.04 Pipe 10 436.89 8.00 100.00 (519.75) 3.32 8.84 0.03 Pipe 11 259.86 8.00 100.00 (519.75) 3.32 8.84 0.03 Pipe 12 220.30 8.00 100.00 (519.75) 3.32 8.84 0.03 Pipe 13 265.22 8.00 100.00 (519.75) 3.32 8.84 0.03 Pipe 18 226.09 12.00 100.00 519.75 1.47 1.23 0.04 Pipe 19 20.57 12.00 100.00 - - - - Pipe 21 342.89 12.00 80.00 519.74 1.47 1.85 0.06 Pipe 22 219.43 12.00 80.00 519.74 1.47 1.85 0.06 Pipe 23 732.47 12.00 80.00 (2,10S.26)j 5.97 24.73 1 0.05 Pipe 3 6.00 12.00 100.00 - - - - Pipe 4 6.00 12.00 100.00 (2,625.00) 7.45 24.61 0.03 Pipe 14 6.00 12.00 100.00 - - - - Pipe 15 6.00 6.00 100.00 - - - - Pipe 16 6.00 6.00 100.00 - - - - Pipe 17 6.00 6.00 100.00 - - - - Pipe 20 15,000.00 18.00 80.00 (2,625.00) 3.31 5.16 0.05 Page 2 of 7 Exhibit C - System Analysis Table C-3 Fire Flow Scenario #3 (Existing System) Project: Home 2 Suites Fire Hydrant Flow Modeling Description: 0/nc-FV\drant flowing @ 2,625 gpm Location: ifH #2 oh Meadowland 1 Network Table - Nodes Node ID Elevation '. It Base Demand ', GPM Initial Quality j Demands GPM '. Head ft Pressure psi.: Description: Junction 1 - - - - - - - Junction 2 - - - - - - - Junction 3 320.00 - - - 440.55 52.24 - Junction 6 335.00 - - - 423.09 38.17 - Junction 7 334.00 - - - 411.59 33.62 - Junction 8 329.00 - - - 447.07 51.16 - Junction 9 330.50 - - - 402.04 31.00 - Junction 30 335.00 - - - 432.82 42.38 - Junction 11 335.00 - - - 434.19 42.98 - Junction 12 335.00 - - - 441.88 46.31 - Junction 13 335.00 - - - 454.20 51.65 - Junction 14 326,00 - - - 416.42 39.18 - Junction 15 326.00 - - - 416.39 39.17 - Junction 181 334.00 - - - 455.56 52.67 - Junction 19 325.00 - - - 443.10 51.17 - Junction 20 320,00 - - - 440.55 52.24 - Junction 5 325.00 443.10 51.17 A-039 Junction 16 .` 329.00 44707 51.16 A-035 Junction 17 320.00 - 440.55 52.24 A-032 Junction 21 331.00 2,625.00 f. - 2,625.00 397.72 28.91 FH #1 Junction 22 335.00 - 411.59 33.19 FH:#2 Junction 23 i; 336.00 42309 37.74 FH#3 Resvr 24 `: 533.00 #N/A (2,625.00) 533i00 Network Table - Links Link ID %Length ft 4Diameter : in Roughness t Flow-: GPM ':: Velocity fps Unit Head ft/kft Friction Factor Pipe 1 805.32 12.00 130.00 - - - - Pipe 5 283.99 8.00 100,00 1,226.85 7.83 43.36 0.03 Pipe 6 177.35 8.00 100.00 1,226.85 7.83 43.36 0.03 Pipe 7 31.66 8.00 100.00 1,226.85 7.83 43.36 0.03 Pipe 8 224.35 8.00 100.00 (1,226.85) 7.83 43.36 0.03 Pipe 9 3,83 12.00 100.00 1,398.15 3.97 7.66 0.03 Pipe 10 436.89 8.00 100.00 1,398.15 8.92 55.24 0.03 Pipe 11 259.86 8.00 100.00 1,398.15 8.92 55.24 0.03 Pipe 12 220.30 8.00 100.00 (1,226.85) 7.83 43.36 0,03 Pipe 13 265.22 8.00 100.00 (1,226.85) 7.83 43.36 0.03 Pipe 18 226.09 12.00 100.00 1,226.85 3.48 6.02 0.03 Pipe 19 20.57 12.00 100.00 - - - - Pipe 21 342.89 12.00 80.00 (1,398.15) 3.97 11.59 0.05 Pipe 22 219.43 12.00 80.00 (1,398.15) 3.97 11.59 0.05 Pipe 23 732.47 12.00 80.00 (1,398.15) 3.97 11.59 1 0.05 Pipe 3 6.00 12.00 100.00 - - - - Pipe 4 6.00 12.00 100.00 - - - - Pipe 14 6.00 12.00 100.00 - - - - Pipe 15 6.00 6.00 100.00 2,625.00 29.79 720.24 0.03 Pipe 16 6.00 6.00 100.00 - - - - Pipe 17 6.00 6.00 100.00 - - - - Pipe 20 15,000.00 18.00 80.00 (2,625.00) 3.31 5.16 0.05 Page 3 of 7 Exhibit C - System Analysis Table C-4 Fire Flow Scenario #4 (Exisitne System) Proiect: Home 2 Suites Fire Hydrant Flow Modeling Description: All valves closed, system at static conditions Location: Entire system Network Table - Nodes Node ID Elevation ` ft Base t Demand GPM Initial Quality Demand GPM Head ft Pressure psi 'Description: Junction 1.„ - - - - - - Junction 2 - - - - - - - Junction 3 320.00 - - - 533.00 92.29 - Junction 6 335.00 - - - 533.00 85.79 - Junction 7 334.00 - - - 533.00 86.23 - Junction 8 329.00 - - - 533.00 88.39 - Junction 9 330.50 - - - 533.00 87.74 - Junction 10 335.00 - - - 533.00 85.79 - Junction 11 335.00 - - - 533.00 85.79 - Junction 12 335.00 - - - 533.00 85.79 - Junction 13 335.00 - - - 533.00 85.79 - Junction 14 326.00 - - - 533.00 89.69 - Junction 15 326.00 - - - 533.00 89.69 - Junction 18 334.00 - - - 533.00 86.23 - Junction 19 325.00 - - - 533.00 90.13 - Junction 20 320.00 - - - 533.00 92.29 - Junction 5i. 325`.00 - - - 533.00 90.13:! A039 Junction 16 329.00 - - : 533.00 88.39 A 035 Junction 17' 320.00 - 533.00 92.29:'. A-032 33100 :' 533.00 87.53. FH #1 '< `. 335.00 - - 533.00 85.79 r FH #2 RH 336.00 - 533.00 85.36 : FH#3 ' 533:00 #N/A - 533.00 Network Table - Links Link ID Length ft Diameter in Roughness Flow GPM Velocity fps Unit Head ft/kft Friction'I Factor Pipe 1 805.32 12,00 130.00 - - - - Pipe 5 283.99 6.00 100.00 (0.02) - - - Pipe 6 177.35 12.00 100.00 (0.02) - - - Pipe 7 31.66 6.00 100.00 (0.02) - - - Pipe 8 224.35 6.00 100.00 0.02 - - - Pipe 9 3.83 12.00 100.00 0.02 - - - Pipe 10 436.89 6.00 100.00 0.02 - - - Pipe 11 259.86 6.00 100.00 0.02 - - - Pipe 12 220.30 6.00 100.00 0.02 - - - Pipe 13 265.22 6.00 100.00 0.02 - - - Pipe 18 226.09 12.00 100.00 (0.02) - - - Pipe 19 20.57 12.00 100.00 - - - - Pipe 21 342.89 12.00 80.00 (0.02) - - - Pipe 22 219.43 12.00 80.00 (0.02) - - - Pipe 23 732.47 12.00 80.00 (0.02) - - - Pipe 3 6.00 12.00 100.00 - - - - Pipe 4 6.06 12.00 100.00 - - - - Pipe 14 6.00 12.00 100.00 - - - - Pipe 15 6.E 6.00 100.00 - - - - Pipe 16 6.00 6.00 100.00 - - - - Pipe 17 6.00 6.00 100.00 - - - - Pipe 20 15,000.00 18.00 80.00 1- - - - Page 4 of 7 Exhibit C - System Analysis Table C-5 Fire Flow Scenario #1(ProDosed Svstem Project: Home 2 Suites Fire Hydrant Flow Modeling Description: Three hydrants flowing 1,000 gpm each Location: Hydrant #1 on Meadowland Drive Hydrant #2 on Meadowland Drive Hydrant #3 on Meadowland Drive Network Table - Nodes Node ID Elevation ft Base Demand GPM Initial Quality Demand GPM Head ft Pressure psi Description' Junction 1 - - - - - Junction 2 - - - - - - - Junction 3 320.00 - - - 423.95 45.04 - Junction 6 335.00 - - 421.26 37.38 Junction 7 334.00 - - 420.39 37.43 - Junction 8 329.00 - - - 428.24 43.00 - Junction 9 330.50 - - 420.41 38.96 - Junction 101 335.00 - - 424.25 38.67 - Junction 11 335.00 - - - 424.67 38.86 Junction 12 335.00 - - 427.04 39.88 - Junction 13 335.00 - - - 430.82 41.52 - Junction 14 326.00 - - 421.74 41.49 - Junction 15 326.00 - - 421.72 41.48 - Junction 18 334.00 - - - 433.83 43.26 Junction 19 325.00 - - 425.62 43.60 - Junction 20 320.00 - - - 423.95 45.04 - Junction 5 `: 325000 `. 425.62 43.60 A 039 Junction 16 329.00 - 428.24 43.00 A 035 I` Junction 17 320.00 423.95 45.04 :: A-032 '. Junction 21' 331.00 1,000.00 1000.00 -' 420.39 38.73 : FH #1 Junction 22' : 335.00 1,000.00 - 1,000.00 420.37 36.99'1 FH #2 Junction 23 336.00 1,000.00 1`000.00 421.24 36.93 ,. FH #3 RE 241 533.00 #N/A - (3,000.00) 533.00 1 - I - Network Table - Links Link ID Length ft Diameter in Roughness Flow GPM Velocity fps Unit Head ft/kft Friction Factor 1 Pipe 1 805.32 12.00 130.00 - - - - Pipe 5 283.99 12.00 100.00 1,884.11 5.34 13.32 0.03 Pipe 6 177.35 12.00 100.00 1,884.11 5.34 13.32 0.03 Pipe 7 31.66 12.00 100.00 1,884.11 5.34 13.32 0.03 Pipe 8 224.35 12.00 100.00 (1,884.11) 5.34 13.32 0.03 Pipe 9 3.83 12.00 100.00 1,115.89 3.17 5.04 0.03 Pipe 10 436.89 12.00 100.00 1,115.89 3.17 5.05 0.03 Pipe 11 259.86 12.00 100.00 1,115.89 3.17 5.05 0.03 Pipe 12 220.30 12.00 100.00 115.89 0.33 0.08 0.05 Pipe 13 265.22 12.00 100.00 (884.11) 2.51 3.28 0.03 Pipe 18 226.09 12.00 100.00 1,884.11 5.34 13.32 0.03 Pipe 19 20.57 12.00 100.00 - - - - Pipe 21 342.89 12.00 80.00 (1,115.89) 3.17 7.63 0.05 Pipe 22 219.43 12.00 80.00 (1,115.89) 3.17 7.63 0.05 Pipe 23 732.47 12.00 1 80.00 (1,115.89) 3.17 7.63 0.05 Pipe 3 6.00 12.00 100.00 - - - - Pipe 4 6.00 12.00 100.00 - - - - Pipe 14 6.00 12.00 100.00 - - - - Pipe 15 6.00 12.00 100.00 1,000.00 2.84 4.12 0.03 Pipe 16 6.00 12.00 100.00 1,000.00 2.84 4.12 0.03 Pipe 17 6.00 12.00 100.00 1,000.00 2.84 4.12 0.03 Pipe 20 15,000.00 18.00 80.00 (3,000.00) 3.78 6.61 0.05 Page 5 of 7 Exhibit C - System Analysis Table C-6 Fire Flow Scenario #2 (Proposed System) Proiect: Home 2 Suites Fire Hydrant Flow Modeling Description: One hydrant flowing @ 2,625 gpm Location: Hydrant #2 on Meadowland Drive Network Table - Nodes Node ID Elevation ft Base Demand GPM Initial quality Demand GPM Head ft Pressure `. psi Description'. Junction 1 - - - - - - Junction 2 - - - - Junction 3 320.00 - - 447.33 55.17 - Junction 6 335.00 - - 446.12 48.15 - Junction 7 334.00 - - - 443.46 47.43 Junction 8 329.00 - - 450.90 52.82 - Junction 9 330.50 - - - 444.39 49.35 - Junction 10 335.00 - - - 448.36 49.12 - Junction 11 335.00 - - - 448.68 49.26 - Junction 12 335.00 - - 450.45 50.03 - Junction 13 335.00 - - 453.29 51.26 - Junction 14 326.00 - - - 445.50 51.78 Junction 15 326.00 - - 445.48 51.77 - Junction 18 334.00 - - 455.56 52.67 - Junction 19 325.00 - - 448.73 53.61 - Junction 20 320.00 - - - 447.33 55.17 Junction 5 325.00: - - '448.73 53.61 A 039 1 Junction 16 329.00-' `-450.90 52.82 A 035 Junction 17 320.00 - - 447.33 55.17 `. A 032 Junction 21 331.00'. - 444.39 49.13 FH #1 Junction 22 335.00'- 2,625.00 - 2,62500 '.443.32 46.93 '% FH #2 Junction 23 336.00'I - 446.12 47.71 FH #3 esvr E24 533.00 #N/A - (2,625.00) 533.00 1 - - Network Table - Links Link ID Length ft Diameter in Roughness Flow GPM Velocity fps Unit Head ft/kft 4 Friction Factor Pipe 1 805.32 12.00 130.00 - - - Pipe 5 283.99 12.00 100.00 11614.46 4.58 10.00 0.03 Pipe 6 177.35 12.00 100.00 1,614.46 4.58 10.00 0.03 Pipe 7 31.66 12.00 100.00 1,614.46 4.58 10.00 0.03 Pie 8 224.35 12.00 100.00 1,614,46 4.58 10.00 0.03 Pipe 9 3.83 1 12.00 100.00 1,010.55 2.87 4.20 0.03 Pipe 10 436.89 12.00 100.00 1,010.55 2.87 4.20 0.03 Pie 11 259.86 12.00 100.00 1,010.55 2.87 4.20 0.03 Pipe 12 220.30 12.00 100.00 1,010.54 2.87 4.20 0.03 Pie 13 265.22 12.00 100.00 1,614.46 4.58 10.00 0,03 Pie 18 226.09 12.00 100.00 11614.46 4.58 10.00 0.03 Pipe 19 20.57 12.00 100.00 Pie 21 342.89 12.00 80.00 1,010.55 2.87 6.35 0.05 Pipe 22 219.43 12.00 80.00 (1,010.55) 2.87 6.35 0.05 Pie 23 732.47 12.00 80.00 1,010.55 2.87 6.35 0.05 Pipe 3 6.00 12.00 100.00 - - - Pipe 4 6.00 12.00 100.00 - - - Pipe 14 6.00 12.00 100.00 - - - Pipe 15 6.00 12.00 100.00 Pie 16 6.00 12.00 100.00 2,625.00 7.45 24.61 0.03 Pie 17 6.00 12.00 100.00 - - - - Pipe 20 15,000.00 18.00 80.00 (2,625.00) 3.31 5.16 0.05 Page 6 of 7 Exhibit C - System Analysis Table C-7 Fire Flow System Static Conditions (Proposed System) Project: Home 2 Suites Fire Hydrant Flow Modeling Description: All valves closed, system at static conditions Location: Entire system Network Table - Nodes Node ID Elevation ft Base Demand ! GPM Initial Quality Demand GPM Head ft Pressure psi Description: Junction 1 - - - - - - Junction 2 - - - - - - Junction 3 320.00 - - - 533.00 92.29 - Junction 6 335.00 - - - 533.00 85.79 - Junction 7 334.00 - - - 533.00 86.23 - Junction 8 329.00 - - - 533.00 88.39 - Junction 9 330.50 - - - 533.00 87.74 - Junction 10 335.00 - - 533.00 85.79 - Junction it 335.00 - - 533.00 85.79 - Junction 12 335.00 - - 533.00 85,79 - Junction 13 335.00 - - 533.00 85.79 - Junction 14 326.00 - 533.00 89.69 - Junction 15 326.00 - 533.00 89.69 Junction 18 334.00 - - - 533.00 86.23 Junction 19 325,00 - - - 533.00 90.13 - Junction 20 320.00 - - - 533.00 92.29 - Junction 5 325.00 - 533.00 I. 90.13 fA 039 Junction 16 329.00 533.00 88.39 A 035 Junction 17 320.00 - 533.00 92.29 A 032 Junction 21 331.00 533.00 'J 87.53 -FH #1 Junction 22 335.00 - 533.00 `' 85,79 FH #2 Junction 23 336.00 - 533,00 85.36 'FH #3 Resvr 24 533.00 #N/A - - 533.00 - I - Network Table - Links Link ID Length ft Diameter in Roughness Flow GPM Velocity fps Unit Head ft/kft Friction Factor Pipe 1 805.32 12.00 130.00 - - - - Pipe 5 283.99 12.00 100.00 0.02 - - - Pipe 6 177.35 12.00 100.00 0.02 - - - Pi e 7 31.66 12.00 100.00 0.02 - - - Pipe 8 224.35 12.00 100.00 (0.02) - - - Pi e 9 1 3.83 12.00 1 100.00 (0.02) - - - Pipe 10 436.89 12.00 100.00 (0.02) - - - Pipe 11 259.86 12.00 100,00 (0.02) - - - Pipe 12 220.30 12.00 100.00 (0.02) - - - Pipe 13 265.22 12.00 100.00 (0.02) - - - Pipe 18 226.09 12.00 100.00 0.02 - - - Pipe 19 20.57 12.00 100.00 - - - - Pipe 21 342.89 1 12,00 80.00 0.02 - - - Pipe 22 219.43 12.00 80.00 0.02 - - - Pipe 23 732.47 12.00 80.00 0.02 - - - Pipe 3 6.00 12.00 100.00 - - - - Pipe 4 6.00 12.00 100.00 - - - - Pipe 14 6.00 12.00 100.00 - - - - Pipe 15 6.00 12.00 100.00 - - - - Pipe 16 6.00 12.00 100.00 - - - - Pipe 17 6.00 12.00 100.00 - - - - Pipe 20 15,000.00 18.00 80.00 - - - - Page 7 of 7 HOME 2 SUITES HOTEL 300 SOUTH TEXAS AVE. COLLEGE STATION, TEXAS JC JOB # C0120-001 FIRE FLOW REPORT S SE OFJFjS`I,1 *: :* STEVE E. DUNCAN 's''. . 83252 U EXISTING WATER SYSTEM SUMMARY / The subject development is located on the west side of the Texas Avenue south of the intersection of Texas Avenue and University Drive. The subject property sits between Texas Avenue to the east and Meadowland Drive to the west. Currently, an 8" CoCS waterline is located along east side of Meadowland Drive and a 12" CoCS waterline is located along the Texas Avenue frontage. The 8" waterline is in the process of be replaced with a 12" waterline that will begin at the 12" waterline on Texas Avenue and continue east -west through the Knights Inn property north of the subject tract, and continue north/south along Meadowland until looping back around to the 12" waterline on University Drive. There are three existing fire hydrants along the 12" waterline on Texas Avenue near the subject property as shown in Exhibit A — Water System Lay. Fire Flow data has been made available from the city and is included in Exhibit B — Fire Flow Test Data. Additionally, there are two existing fire hydrants and one proposed fire hydrant along Meadowland Drive. (Exhibit A — Water System Layout). No flow data is available for these hydrants. PROPOSED WATER SYSTEM IMPROVEMENTS The subject development does not propose any additional improvements. REQUIRED FLOW City of College Station commercial minimum required = 2,625 gpm (split between 3-hydrants) The existing hydrant #1, the proposed hydrant #2 (by others), and the existing hydrant #3 located along Meadowland Drive will serve as the 3-hydrants needed to supply a total flow of 2,625 gpm to the subject property. ANALYSIS For purposes of hydraulic analysis, EPANET Version 2.0 by the U.S. Environmental Protection Agency was used for the water system model. To properly calibrate the water system model, fire hydrant flow tests were requested and obtained from CoCS Utilities for the existing hydrant at 104 Texas Avenue South (A-032) and an existing hydrant at 320 Texas Avenue South (A-035) on the 12" waterline along Texas Avenue. Refer to Exhibit B — Fire Flow Test Data). Using this data for flow, static and residual pressures, a water system model was created and calibrated for this small portion of the existing water system. The proposed improvements of the 12" waterline as designed in the Plaza Redevelopment with one (1) new fire hydrant (42) and associated appurtenances were added to the water model and then analyzed for minimum pressure and maximum velocities in the system. RESULTS To obtain the CoCS minimum required fire flow of 2,625 gpm, the EPANET model was ran with two fire flow scenarios using the hydrants along Meadowland Drive. Fire flow scenario #1 was 1,000 gpm from each of these three hydrants and fire flow scenario #2 was modeled as 2,625 gpm from the fire hydrant #2. The resultant node pressures and velocities are documented in Exhibit C — System Analysis. The proposed water system improvements and existing infrastructure, under the three fire flow scenarios described above, were determined to adequately meet or positively exceed the minimum B/CS design standards. Ez Exhibit B - Fire Flow Test Data College Station Utilities Reliable, Affordable, Community Owned Date test completed Friday April 20, 2012 Time completed Test completed by 1:00 P.M. Justin Tamplin Comments Requested PAGE 1 OF 2 Date test completed Time completed Test completed by tooltege Station Utilities Reliable, Affordable, Community Owned Friday April 20, 2012 2:00 P.M. Justin Tamplin Comments Requested PAGE 2 OF 2 Exhibit C - System Analysis Table C-1 Fire Flow Scenario #1 Project: Home 2 Suites Fire Hydrant Flow Modeling Description: Three hydrants flowing 1,000 gpm each Location: Hydrant #1 on Meadowland Drive Hydrant #2 on Meadowland Drive Hydrant #3 on Meadowland Drive Network Table - Nodes Node ID Elevation ft Base Demand GPM Initial Quality Demand GPM Head ft Pressure psi Description Junction 1 - - - - - - - Junction 2 - - - - - - - Junction 3 320.00 - - - 423.95 45.04 - Junction 6 335.00 - - - 421.26 37.38 - Junction 7 334.00 - - - 420.39 37.43 - Junction 8 329.00 - - - 428.24 43.00 - Junction 9 330.50 - - - 420.41 38.96 - Junction 10 335.00 - - - 424.25 38.67 - Junction 11 335.00 - - - 424.67 38.86 - Junction 12 335.00 - - - 427.04 39.88 - Junction 13 335.00 - - - 430.82 41.52 - Junction 14 326.00 - - - 421.74 41.49 - Junction 15 326.00 - - - 421.72 41.48 - Junction 18 334.00 - - - 433.83 43.26 - Junction 19 325.00 - - - 425.62 43.60 - Junction 20 320.00 - - - 423.95 45.04 - Junction 5` '`325.00 - 425.62' ''43.60 'A-039 Junction '16 329.00 - - - 428.24 43.00 A-035 Junction -17 =320.00 - `423.95 -45.04 -A-032 Junction %:21 331I00 '1,000.00 - `1,000.00 420.39. 38.73 'FH#1 Junction >22 335:00 1000.00 '`1,000.00 '420.37 36.99 -FH#2 Junction 231 336.00 1000.00 1,000.00. 421.24 '36.93 >--FH#3 Resvr 24 533.00 #N/A - (3,000.00, 533.00 1 - - Network Table - Links Link ID Length ft Diameter in Roughness Flow ',GPM Velocity fps Unit Head ft/kft: Friction Factor Pipe 1 805.32 12.00 130.00 - - - - Pipe 5 283.99 12.00 100.00 1,884.11 5.34 13.32 0.03 Pipe 6 177.35 12.00 100.00 1,884,11 5.34 13.32 0.03 Pipe 7 31.66 12.00 100.00 1,884.11 5.34 13.32 0.03 Pipe 8 224.35 12.00 100.00 (1,884.11) 5.34 13.32 0.03 Pipe 9 3.83 12.00 100,00 1,115.89 3.17 5.04 0.03 Pipe 10 436.89 12.00 100.00 1,115.89 3.17 5.05 0,03 Pipe 11 259.86 12.00 100.00 1,115.89 3.17 5.05 0.03 Pipe 12 220.30 12.00 100.00 115.89 0.33 0.08 0.05 Pipe 13 265.22 12.00 100.00 (884.11) 2.51 128 0.03 Pipe 18 226.09 12.00 100.00 1,884.11 5.34 13.32 0.03 Pipe 19 20.57 12.00 100.00 - - - - Pipe 21 342.89 12.00 80.00 (1,115.89) 3.17 7.63 0.05 Pipe 22 219.43 12.00 80.00 (1,115,89) 3.17 7.63 0.05 Pipe 23 732.47 12.00 1 80.00 (1,115.89) 3.17 7.63 0.05 Pipe 3 6.00 12.00 100.00 - - - Pipe 4 6.00 12.00 100.00 - - - - Pipe 14 6,00 12.00 100.00 - - - - Pipe 15 6.00 12.00 100.00 1,000.00 2.84 4.12 0.03 Pipe 16 6.00 12.00 100.00 1,000.00 2.84 4.12 0.03 Pipe 17 6.00 12.00 100.00 1,000.00 2.84 4.12 0.03 Pipe 201 15,000.00 18.00 8000 (3,000.00) 3.78 6.61 0.05 Page 1 of 3 Exhibit C - System Analysis Table C-2 Fire Flow Scenario #2 Proiect: Home 2 Suites Fire Hydrant Flow Modeling Description: One hydrant flowing @ 2,625 gpm Location: Hydrant#2 on Meadowland Drive Network Table - Nodes Node ID :Elevation ft Base.` Demand GPM .:Initial Quality Demand GPM Head ft :.Pressure '. psi Description Junction 1 - - - - - - - Junction 2 - - - - - - - Junction 3 320.00 - - - 447.33 55.17 - Junction 6 335.00 - - - 446.12 48.15 - Junction 7 334.00 - - - 443.46 47.43 - Junction 8 329.00 - - 450.90 52.82 - Junction 9 330.50 - - - 444.39 49.35 - Junction 30 335.00 - - - 448.36 49.12 - Junction 11 335.00 - - - 448.68 49.26 - Junction 12 335.00 - - - 450.45 50.03 - Junction 13 335.00 - - - 453.29 51.26 - Junction 14 326.00 - - - 445.50 51.78 - Junction 15 326.00 - - - 445.48 51.77 - Junction 18 334.00 - - - 455.56 52.67 - Junction 19 325.00 - - - 448.73 53.61 - Junction 20 320.00 - - - 447.33 55.17 - Junction 5 S 325.00 - - 448.73 53.61 : 'A-039 Junction 16 =329.00 - - - 450.90 52.82 A-035 Junction 17. `--320.00 - - 447.33 55.17. A-032 Junction 21 `331.00 - : 444.39 49.13: FH#1 Junction 22 fr335.00 '2,625.00 - `2,625.00 "' 443.32 ` `46.93 FH #2 Junction 231 336.00 - = 446.12 ' 47.71 FH #3.5 Resvr 241 533.00 #N/A - (2,625.00) 533.00 - I - Network Table - Links Link ID Length ft Diameter in '.. Roughness Flow GPM Velocity fps Unit Head ft/kft Friction Factor Pipe 1 805.32 12.00 130.00 - - - Pipe 5 283.99 12.00 100.00 1,614.46 4.58 10.00 0.03 Pipe 6 177.35 12.00 100.00 1,614.46 4.58 10.00 0.03 Pipe 7 31.66 12.00 100.00 1,614.46 4.58 10.00 0.03 Pipe 8 224.35 12.00 100.00 (1,614.46) 4.58 10.00 0.03 Pipe 9 3.83 12.00 100.00 1,010.55 2.87 4.20 0.03 Pipe 10 436.89 12.00 100.00 1,010.55 2.87 4.20 0.03 Pipe 111 259.86 12.00 100.00 1,010.55 1 2.87 4.20 0.03 Pipe 121 220.30 12.00 100.00 1,010.54 1 2.87 4.20 0.03 Pie 131 265.22 12.00 100.00 (1,614.46)1 4.58 10.00 0.03 Pie 181 226.09 12.00 100.00 1,614.46 4.58 10.00 0.03 Pie 19 1 20.57 12.00 100.00 - - - - Pipe 21 342.89 12.00 80.00 (1,010.55) 2.87 6.35 0.05 Pipe 22 219.43 12.00 80.00 (1,010.55) 2.87 6.35 0.05 Pipe 23 732.47 12.00 80.00 (1,010,55) 2.87 6.35 0.05 Pipe 3 6.00 12.00 100.00 - - - - Pipe 4 6.00 12.00 100.00 - - - - Pipe 14 6.00 12.00 100.00 - - - - Pipe 15 6.00 12.00 100.00 - - - - Pipe 16 6.00 12.00 100.00 2,625.00 7.45 24.61 0.03 Pipe 17 6.00 12.00 100.00 - - - - Pipe 201 15,000.00 18.00 80.00 (2,625.00) 3.31 5.16 0.05 Page 2 of 3 Exhibit C - System Analysis Table C-3 Fire Flow System Static Conditions Proiect: Home 2 Suites Fire Hydrant Flow Modeling Description: All valves closed, system at static conditions Location: Entire system Network Table - Nodes Node ID Elevation ft Base Demand GPM initial Quality Demand GPM Head ft Pressure psi Description Junction 1 - - - - - - - Junction 2 - - - - - - - Junction 3 320.00 - - - 533.00 92.29 - Junction 6 335.00 - - - 533.00 85.79 - Junction 7 334.00 - - - 533.00 86.23 - Junction 8 329.00 - - - 533.00 88.39 - Junction 9 330.50 - - - 533.00 87.74 - Junction 10 335.00 - - - 533.00 85.79 - Junction 11 335.00 - - - 533.00 85.79 - Junction 12 335.00 - - - 533.00 85.79 - Junction 13 335.06 - - - 533.00 85.79 - Junction 14 326.00 - - - 533.00 89.69 - Junction - 533.00 89.69 - Junction 181 334.00 - - - 533.00 86.23 - Junction 19 325.00 - - - 533.00 90.13 - Junction 20 320.00 - - - 533.00 92.29 - Junction 5'. `325.00 - 533.00 -90.13 'A-039 Junction ''16 329.00 - - - 533.00. >88.39 A-035 Junction 17 -320.00 - - - 533.00- 92.29 A-032 Junction 21 331.00 - - '533.00 ?87.53 '.'FH #1 Junction `22 335.00 - - 533.00 85.79 TH #2 Junction 23 ': '336.00 - - %533.00 '85.36 JFH #3 Resvr 24 533.00 #N/A - - 533.00 - - Network Table - Links Link ID Length ft Diameter in Roughness Flow GPM Velocity fps Unit Head ft/kft Friction Factor Pipe 1 805.32 12.00 130.00 - - - - Pipe 5 283.99 12.00 100.00 0.02 - - - Pipe 6 177.35 12.00 100.00 0.02 - - - Pipe 7 31.66 12.00 100.00 0.02 - - - Pipe 8 224.35 12.00 100.00 (0.02) - - - Pipe 9 1 3.83 12.00 100.00 (0.02) - - pipe 10 436.89 12.00 100.00 (0.02) - - - Pipe 11 259.86 12.00 100.00 (0.02) - - - Pipe 12 220.30 12.00 100.00 (0.02) - - - Pipe 13 265.22 12.00 100.00 (0.02) - - - Pipe 18 226.09 12.00 100.00 0.02 - - - Pipe 19 20.57 12.00 100.00 - - - - Pipe 21 342.89 12.00 80.00 0.02 - - - Pipe 22 219.43 12.00 80.00 0.02 - - - Pipe 23 732.47 12.00 80.00 0.02 - - - Pipe 3 6.00 12.00 100.00 - - - - Pipe 4 6.00 12.00 100.00 - - - - Pipe 14 6.00 12.00 100.00 - - - - Pipe 15 6.00 12.00 100.00 - - - - Pipe 16 6.00 12.00 100.00 - - - - Pipe 17 6.00 12.00 100.00 - - - - Pipe 201 15,000.00 18.00 80.00 - - - - Page 3 of 3 HOME 2 SUITES CITY OF COLLEGE STATION JC JOB #C0120-001 FIRE FLOW CALCULATION CALCULATED FLOW Fire Flow at hydrant: A-035, 320 Texas Avenue: With 20-psi pressure at Static Hydrant: A-039 200 Texas Avenue Q = 29.83cdD2 Pp Q = (29.83)(0.9)(2.5)2 65=1,352.8 gpm Qf = Qr(PS PS — 200.54 — Pr ) (20 osa Q f — (1,352.8)I 90-90 —20) = 4,095.4 gpm Where: l Q,= residual flow at the pitot pressure (gpm) Q f = FireFlow (gpm) ed = friction loss (usually 0.9 for smooth 2.5-in opening) D = diameter of opening in inches (2.5 inmost cases) Pp = pitot pressure (psig) P, = residual pressure (psig) P, = static pressure (psig) REQUIRED FLOW Arn\2 Building Type = I113 (Section 602 and 1505 of 2 0 ternational Building Code) Fire Area = 60,000 square feet (Section B 104 o �00 nternational Fire Code) Required Fire Flow = 5,250 gpm (Table B 105.1 of 006),ternational Fire Code) 50% reduction allowed for sprinkler system = 2,625 gpm (Section B105.2 0 2000 nternational Fire Code {75%} /Fire Marshall 150%}) Number of hydrants required = 3 (Table C105.1 of&nternational Fire Code) RESULTS 4,095.4 gpm available > 2,625 gpm required = OK 3 hydrants available = 3 hydrants required = OK APPENDIX B TABLE 8106.1 MINIMUM REOIIREn FIRR.RI nW ANn CI r1W nIIRATInN RnR of nsurc° FIRE -FLOW CALCULATION AREA (square feet) FFLOW (gallonsns per minute)* FLOW DURATION (hours) Type IA and IB° Type IIA and IIIA° Type I4 and V-A° Type Ile and illa° Type V-e° 0-22,700 0.12,700 0-8,200 0-5,900 D-3,600 1,500 22,701-30,200 12,701-17,000 8,201-10,900 5,901-7,900 3,601-4,800 1,750 30,201-38,700 17,001-21,800 10,901-12,900 7,901-9,800 4,801-6,200 2,000 38,701-48,300 21,801-24,200 12,901-17,400 9,801-12,600 6,201-7,700 2,250 2 48,301-59,000 24,201-33,200 17,401-21,300 12,601-15,400 7,701-9,400 2,500 59,001-70,900 33,201-39,700 21,301-25,500 15,401-18,400 9,401-11,300 2,750 70,901-93,700 39,701-47,100 25,501-30,100 18,401-21,800 11,301-13,400 3,000 83,701-97,700 47,101-54,900 30,101-35,200 21,801-25,900 13,401-15,600 3,250 97,701-112,700 54,901-63,400 35,201-40,600 25,901-29,300 75,601-18,000 3,500 3 112,701-128,700 63,401-72,400 40,601-46,400 29,301-33,500 18,001-20,600 3,750 128,701-145,900 72,401-82,100 46,401.52,500 33,501-37,900 20,601-23,300 4,000 145,901-164,200 82,101-92,400 52,501-59,100 37,901-42,700 23,301-26,300 4,250 164,201-183,400 92,401-103,100 59,101-66,000 42,701-47,700 26,301-29,300 4,500 183,401.203,700 103,101-114,600 66,001-73,300 47,701-53,000 29,301-32,600 4,750 203,701-225,200 114,601-126,700 73,301-81,100 53,001-58,600 32,601-36,000 5,000 225,201-247,700 126,701-139,400 81,101-89,200 58,601-65.400 36,001-39,600 5,250 247M,-271,20U-_1359,40Tf52W _WT0 - , ST_ 63,�T(I=70,600 397601-43,400 5,500 271,201-295,900 152,601-166,500 97,701-106,500 70,601-77,000 43,401-47,400 5,750 295,901-Greater 166,501-Greater 106,501-115,800 77,001-83,700 47,401-51,500 6,000 4 - - 115,801-125,500 83,701-90,600 51,501-55,700 6,250 - - 125,501-135,500 90,601-97,900 55,701-60,200 6,500 - - 135,501-145,800 97,901-106,800 60,201-64,800 6,750 - - 145,901-156,700 106,801-113,200 64,801-69,600 7,000 - - 156,701.167,900 113,201-121,300 69,601-74,600 7,250 - - 167,901-179,400 121,301-129,600 74,601-79,800 7,500 - - 179,401-191,400 129,601-138,300 79,801-85,100 7,750 - - 191,401-Greater 138,301-Greater 85,101-Greater 8,000 Forst: 1 square foot c 0.0929m2, I gallon per minute = 3.785 Lim, 1 poundper square inch = 6.895kPa. a. The mhdmumrequired fire flow shall be allowed to he reduced by 25 percent for Croup R. It. Types of construction are based on thelnternational Building Code. c. Measured at 20psi. 394 2006 INTERNATIONAL FIRE CODE® D DISTRIBUTION ifrcally referenced in the adopting ordinance SECTION C104 ERATION OF EXISTING FIRE HYDRANTS stingfire hydrants. Existing fire hydrants on pub - re allowed to be considered as available. Existing G on adjacent properties shall not be considered glass fire apparatus access roads extend between ndeasements areestablished to prevent obstruction ds. SECTION C105 ISTRIBUTION OF FIRE HYDRANTS dr o t spacing. The average spacing between fire tell not exceed that listed in Table C105.1. on: The fire chief is authorized to accept a defi- tf up to 10 percent where existing fire hydrants pro - or a portion of the required fire hydrant service. :ss of the average spacing, fire hydrants shall be :hthat allpoints on streets and access roads adjacent ig are within the distances listed in Table C105.1. RVnRANTR AS SPACING IHYDRANTSc°'° (feet) MAXIMUM DISTANCE FROM ANY POINT ON STREET OR ROAD FRONTAGE TO A HYDRANTa 500 250 450 225 450 225 400 225 350 210 300 180 300 180 250 150 250 150 200 120 ioseIfit., arwhc. Medal sheets areprovidedwith few or more 1 average500 feet on each side of the street and be arranged on an gher Ere -flow requirements. in of structures or similar fire problems, fee hydrants shall be pro- 395 HOME 2 SUITES CITY OF COLLEGE STATION JC JOB #C0120-001 FIRE FLOW CALCULATION CALCULATED FLOW Fire Flow at hydrant: A-035, 320 Texas Avenue: With 20-psi pressure at Static Hydrant: A-039 200 Texas Avenue Q, — 29.83cdD2 PP Q, _ (29.83)(0.9)(2.5)2 65=1,352.8 gpm 0.54 Qf = Qr(Ps — 201 Il` J Ps — Pr Qf=(1,352.8)90-20054—4,095.4 gpm (90-81) Where: Q, = residual flow at the pitot pressure (gpm) Qf = Fire Flow (gpm) cd = friction loss (usually 0.9 for smooth 2.5-in opening) D = diameter of opening in inches (2.5 in most cases) PP = pitot pressure (psig) P, = residual pressure (prig) P, = static pressure (prig) I a PLI1111.711oil y RI]9L TIES DOCUMENT IS RELEASED. FOR THE PURPOSE OR REVIEW 10/09/2012 UNDER THE AUTHORITY OF STEVE E. DUNCAN, P.E. 83252 IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERNETTINGPRUPOSES. pw Building Type =11B (Section 602 and 1505 of 2006International Building Code) Fire Area = 60,000 square feet (Section B 104 of 2006International Fire Code) Required Fire Flow = 5,250 gpm (Table 13105.1 of 2006International Fire Code) 50% reduction allowed for sprinkler system = 2,625 gpm (Section B 105.2 of 2000 International Fire Code {75%) /Fire Marshall {50%)) Number of hydrants required = 3 (Table C105.1 of 2000International Fire Code) RESULTS 4,095.4 gpm available > 2,265 gpm required = OK 3 hydrants available = 3 hydrants required = OK a.arl 0 10-I:a College Station Utilities Reliable, Affordable, Community Owned Date test completed Friday April 20, 2012 Time completed 2.00 P.M. Test completed by Justin Tamplin Witness FLOW HYDRANT Location Nozzle size Hydrant number Pitot reading in PSI Flow in G.P.M. STATIC HYDRANT Location Hydrant number Static PSI Residual PSI 320 Texas Ave. S. 2.5 A-035 65 200 Texas Ave. S. A-039 90 Comments Requested APPENDIX B TABLE B105.1 MINIMUM REQUIRED FIRE -FLOW AND FLOW DURATION FOR BUILDINGS' FIRE -FLOW CALCULATION AREA (square feet) Fns per OW (gallons per minute)` FLOW DURATION (hours) Type IA and IBs Type IIA and IIIAa Type IV and V-Aa Type 118 and IIIBa YP Type V.B° yp 0-22,700 0-12,700 0-8,200 0-5,900 0-3,600 1,500 22,701-30,200 12,701-17,000 8,201-10,900 5,901-7,900 3,601-4,800 1,750 30,201-38,700 17,001-21,800 10,901-12,900 7,901-9,800 4,801-6,200 2,000 38,701-48,300 21,801-24,200 12,901-17,400 9,801-12,600 6,201-7.700 2,250 2 48,301-59,000 24,201-33,200 17,401-21,300 12,601-15,400 7,701-9,400 2,500 59,001-70,900 33,201-39,700 21,301-25,500 15,401-18,400 9,401-11,300 2,750 70,901-83,700 39,70147,100 25,501-30,100 18,401-21,800 11,301-13,400 3,000 83,701-97,700 47,101-54,900 30,101-35,200 21,801-25,900 13,401-15,600 3,250 97,701-112,700 54,901-63,400 35,201-40,600 25,901-29,300 15,601-18,000 3,500 3 112,701-128,700 63,401-72,400 40,601-46,400 29,301-33,500 19,001-20,600 3,750 128,701-145,900 72,401-82,100 46,401-52,500 33,501-37,900 20,601-23,300 4,000 145,901-164,200 82,101-92,400 52,501-59,100 37,901-42,700 23,301-26,300 4,250 164,201-183,400 92,401-103,100P59,101-66,0006,000 42,701-47,700 26,301-29,300 4,500 193,401-203,700 103,101-114,6003,300 47,701-53,000 29,301-32,600 4,750 203,701-225,200 114,601-126,7001,100 53,001-58,600 32,601-36,000 5,000 225,201-247,700 126,701-139,4009,200 58,601-65,400 36,001-39,600 5,250 2 0 - 139, 1-1 2, 00,700 65,4 1-74� 39,601 43,4DO 5,500 271,201-295,900 152,601-166,5006,500 70,601-77,000 43,401-47,400 5,750 295,901-Greater 166,501-Greater,15,800 77,001-83,700 47,401-51,500 6,000 4 - - 115,801-125,500 83,701-90,600 51,501-55,700 6,250 - - 125,501-135,500 90,601-97,900 55,701-60,200 6,500 - - 135,501-145,800 97,901-106,800 60,201-64,800 6,750 - - 145,901-156,700 106,801-113,200 64,801-69,600 7,000 - - 156,701-167,900 113,201-121,300 69,601-74,600 7,250 - - 167,901-179,400 121,301-129,600 74,601-79,800 71500 - - 179,401-191,400 129,601-138,300 79,801-85,100 7,750 - - 191,401-Greater 138,301-Greater 85,101-Greater 8,000 For Sl: 1 square foot=0-0929 nr , 1 gallon perminuts = 3.785 Lim, I pound per square inch = 6.895kpa. a. The minimumrequired Are flow shall be allowed to be reduced by 25 pereant for Group R. b. Types ofconstruction arebased on theinternational Building Code. c. Measured at 20 psi. 394 2006 INTERNATIONAL FIRE CODES APPENDIX C FIRE HYDRANT LOCATIONS AND DISTRIBUTION Theprovisions contained in this appendix are not mandatory unless specifically referenced in the adopting ordinance. SECTION C101 GENERAL C101.1 Scope. Fire hydrants shall be provided in accordance with this appendix for the protection of buildings, or portions of buildings, hereafter constructed. SECTION C102 LOCATION C102.1 Fire hydrant locations. Fire hydrants shall be pro- vided along required fire apparatus access roads and adjacent public streets. SECTION C103 NUMBER OF FIRE HYDRANTS SECTION C104 CONSIDERATION OF EXISTING FIRE HYDRANTS C104.1 Existing fire hydrants. Existing rue hydrants on pub- lic streets are allowed to be considered as available. Existing fire hydrants on adjacent properties shall not be considered available unless fine apparatus access roads extend between properties and easements are established to prevent obstmction of such roads. SECTION C105 DISTRIBUTION OF FIRE HYDRANTS C105.1 Hydrant spacing. The average spacing between fire hydrants shall not exceed that listed in Table C105.1. C103.1 Fire hydrants available. The minimum number of fire Exception: The fine chief is authorized to accept a defi- hydrants available to a building shall not be less than that listed in Table C105.1. The number of fire hydrants available to a ciencyofupto10percent when existing firehydrants pro - complex or subdivision shall not be less than that determined vide all or a portion of the required fire hydrant service. by spacing requirements listed in Table C105.1 when applied Regardless of the average spacing, fire hydrants shall be to fire apparatus access roads and perimeterpublic streets from located such that all points on streets and access roads adjacent which fire operations could be conducted. to a building are within the distances listed in Table C105.1. TABLE C105.1 NUMBER AND DISTRIBUTION OF FIRF RvnRANT4 FIRE -FLOW REQUIREMENT (gpm) MINIMUM NUMBER OF HYDRANTS AVERAGE SPACING BETWEEN HYDRANTS' a (feet) MAXIMUM DISTANCE FROM ANY POINT ON STREET OR ROAD FRONTAGE TO A HYDRANTa 1,750 or less 1 500 250 2,000-2,250 2 450 225 2,500 3 450 225 3,000 3 400 225 3,500-4,000 4 350 210 4,500-5,000 5 300 180 5,500 6 300 180 6,000 6 250 150 6,500-7,000 7 250 150 7,500 or more 8 or more` 200 120 For SL Ifoot=304.8mm, I gallonperminute=3.785L)m a. Reduce by 100 feet for dead-end streets or roads. b. Where streets are provided with median dividers which canbe crossedby firefighters pulling hose lines, orwhere arlaial streets arepow dedwithfouror more traffic lanes and have a traffic count of more than 30,000vehicles per day, hydrant spacing shall average 500 feet on each side of the street and be arranged on an alternating basis up in a fire -flow requirement of 7,000 gallons per minute and 400 feet for higher fire -flow requirements. c. Where new water mains are extended along streets where hydrants me not needed for protection of structures or similar fire problems,fire hydrants shall bepro- vided at spacing not to exceed 1,000 feet to provide for transportadon hazards. d. Reduce by 50 feet for dead-end streets or roads. e. One hydrant for each I,000 gallons per minute or fraction thereof. 2006 INTERNATIONAL FIRE CODE0 - 395