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HomeMy WebLinkAboutF10-0041TOWN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970 - 479 -2135 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES SPRINKLER PERMIT Job Address: 416 VAIL VALLEY DR VAIL Location.....: UNIT 17, RAMSHORN Parcel No...: 210108258024 Project No OWNER TYM INTERNATIONAL LTD 06/17/2010 416 VAIL VALLEY DR VAIL CO 81657 Permit #: F10 -0041 Status . ISSUED Applied..: 06/17/2010 Issued . .: 06/28/2010 Expires. .: APPLICANT ALL STATE FIRE PROTECTION, I 06/17/2010 Phone: 303 - 288 -3901 6045 E 76TH #12 COMMERCE CITY CO 80022 License: 370 -S CONTRACTOR ALL STATE FIRE PROTECTION, I 06/17/2010 6045 E 76TH #12 COMMERCE CITY CO 80022 License: 370 -S Phone: 303 - 288 -3901 Desciption: NEW DWELLING UNIT: INSTALL FIRE SPRINKLER SYSTEM IN UNIT Valuation: $5,805.00 ***** st#**} ii# i #4 #i }isii # * } * } r * }i# }ttt * * * * * ** *rtrt* *iit # #rt * * * *** * #►i# FEE SUMMARY Mechanical --- > $0.00 Restuarant Plan Review —> $0.00 Total Calculated Fees —> $678.71 Plan Check —> $432.00 DRB Fee -- - - - - -> $0.00 Additional Fees - - - -> $0.00 Investigation -> $0.00 TOTAL FEES ----- -- --- - -> $678.71 Total Permit Fee--> $678.71 Will Call - - -> $0.00 Payments----- - - - - -> $678.71 BALANCE DUE - - -> $0.00 ttt Riiti**** 4 # i 44 ft# 4 ## i# rtt##}#} tirt4#### irtiirt# 4## i}}#} t4## i#* 44t}# i # # }4 #4 # #44 #4 } #t } #44 # * # #4 *i }i ## iii #i4 # ## #iii # }i # # #i # #ti4trt # *i4 # #titt# Item: 05100 BUILDING DEPARTMENT Item: 05600 FIRE DEPARTMENT 06/24/2010 drhoades Action: AP CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 53 (FIRE 2007) Monitored fire sprinkler system required and shall comply with NFPA 13 (2007) and VFES Standards. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 970 -479 -2252 FROM 8:00 AM - 5 PM. OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOWN OF VAIL, COLORADO Statement Statement Number: R100000739 Amount: $678.71 06/28/201009:18 AM Payment Method: Check Init: SAB Notation: 26779 -ALL STATE FIRE PROTECTION ----------------------------------------------------------------------------- Permit No: F10 -0041 Type: SPRINKLER PERMIT Parcel No: 2101- 082 - 5802 -4 Site Address: 416 VAIL VALLEY DR VAIL Location: UNIT 17, RAMSHORN Total Fees: $678.71 This Payment: $678.71 Total ALL Pmts: $678.71 Balance: $0.00 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- BP 00100003111100 SPRINKLER PERMIT FEES 246.71 PF 00100003112300 PLAN CHECK FEES 432.00 Department of Community Development 75 South Frontage S �tl Vail;4;�orfido - - M _ 9 79 1X13 10. 4 i - w.. r 0 -471 2434 u III w.{ S f Y +� ° lu C l I GI Illy rIA 26 8 ne - a ,00�InSto vV r c . iI 1 . FIRE SPRINKLER PERMIT Commercial & Residential Fire Alarm shop drawings are required at the time of application submittal and must include the following information: 1. A Colorado Registered Engineer's stamp or N.I.C.E.T level III (min) stamp 2. Equipment cut sheets of materials 3. Hydraulic calculations 4. A State of Colorado contractor registration number 5. Plans must be submitted by a Registered Fire Protection Contractor Project Street Address: 416 Vail Valley Dr. 17 (Number) (Street) (Suite #) Building /Complex Name: Ramshorn Contractor Information: Company: All -State Fire Protection, Inc. Company Address: 6045 E. 76th Ave., #12 City: Commerce City Office Use: �V O9— /1 �ODy Project #: 10 `00 56 Building Permit #: 2 2 1 — 06 2� Sprinkler Permit #: _F a 4 l Lot #: Block # Subdivision: Detailed Description of Work: Connect to she State: CO Zip 80022 sprinkler system - provide residential sprinkler Contact Name: Michael Schirado Contact Phone: 303 - 288 -3901 E -Mail mikes @allstatefireprotection.com Town of Vail Contractor Registration No.: 3705 X Contractor Signature (required) Property Information Parcel #: 2101-08-258 -029 (For parcel #, contact Eagle County Assessors Office at 970- 328 -8640 or visit www.eaglecounty.us /patie) Tenant Name: Owner Name: West Coast Partners Complete Valuation for Fire Sprinkler Permit Fire Sprinkler $: 5,805 protection in suite 17 per NFPA 13. (use additional sheet if necessary) Detailed Location of Work: Fourth Floor, Suite 17 Does a Monitored Fire Alarm Exist? Yes (,) No ( ) Does a Sprinkler System Exist? Yes(. No( ) Work Class: New (,) Addition ( ) Remodel ( ) Repair ( ) Retro -Fit ( ) Other( ) Type of Building: Single-Family( ) Duplex( ) Multi - Family (, ) Commercial( ) Restaurant( ) Other( ) Date Received: ��1" IFIUU UILIA"M�NT Approved as Submitted I Appro ed s Noted O a By: r Title; F t ?c iA_1 c�_EL- c rslz Date: t D .JUN 16 410 -� �N 01- Feb -10 Hydraulic Calculations Project Information Project Name: Ramshorn Lodge Condominiums Address: 416 Vail Valley Drive Vail, Colorado Calculation Area: Suite 17 Date 06/11/10 File # Suite 17 Index 105 Design Criteria Occupancy Classification: Residential Construction ® Combustible ❑ Non Combustible Density: Area of Operation: Area per Sprinkler: Number of Sprinklers Calculated: Hose Allowance 0 gpm inside 100 gpm outside Water Supply Static 130 psi Residual 125 psi Flow 3415 gpm .10 min density N/A 256 sq. ft. max. 4 head Domestic Allowance 0 gpm Sprinklers Make: Viking Freedom Concealed Size: 7/16" K =4.90 Temp: 140° Calculation Summary Total Sprinkler Water Flow: Flow & Pressure: (at base of riser): (at city connection): 104.8 gpm 104.8 gpm @ 94.8 psi 204.8 gpm @ 109.5 psi Notes: S 130.0 125.0 3415.0 130.0 204.8 109.5 Required pressure is 20.4 psi (160) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 204.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 104.8 GPM NODE ANALYSIS DATA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 6/11/2010 F: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE 17.SDF JOB TITLE: Ramshorn Condos - Suite 17 - 4 Head Calc WATER SUPPLY DATA (GPM) 1 58.7 K= SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) S 130.0 125.0 3415.0 130.0 204.8 109.5 Required pressure is 20.4 psi (160) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 204.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 104.8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 58.7 K= 4.74 31.0 26.4 2 58.0 - - - - 32.7 - - - 3 58.0 K= 4.74 30.3 26.1 4 59.2 - - - - 31.3 - - - 5 60.6 K= 4.74 29.2 25.6 6 59.2 - - - - 31.3 - - - 7 58.2 K= 4.90 29.7 26.7 8 58.7 - - - - 32.1 - - - 9 58.7 - - - - 34.3 - - - 10 58.6 - - - - 39.6 - - - 11 56.1 - - - - 43.6 - - - 12 50.8 - - - - 47.6 - - - 13 50.8 - - - - 50.8 - - - 14 57.8 - - - - 41.4 - - - 15 57.8 - - - - 43.5 - - - 16 50.8 - - - - 48.8 - - - 17 50.8 - - - - 51.4 - - - 18 50.8 - - - - 53.2 - - - 19 50.8 - - - - 57.6 - - - 20 54.3 - - - - 57.8 - - - 101 54.3 - - - - 64.4 - - - 102 54.3 - - - - 64.9 - - - 103 54.3 - - - - 66.2 - - - 104 54.3 - - - - 68.0 - - - 105 42.9 - - - - 73.6 - - - ill 42.9 - - - - 73.6 - - - 112 42.9 - - - - 73.7 - - - 113 29.0 - - - - 80.0 - - - 119 29.0 - - - - 80.3 - - - 120 18.3 - - - - 85.2 - - - 128 18.3 - - - - 86.1 - - - 129 18.3 - - - - 86.6 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/11/2010 F: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE 17.SDF JOB TITLE: Ramshorn Condos - Suite 17 - 4 Head Calc NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 130 9.0 - - - - 90.8 - - - 131 9.0 - - - - 91.3 - - - TOR 9.0 - - - - 92.1 - - - BOR 3.0 - - - - 94.8 - - - BFD 3.0 - - - - 94.8 - - - BFS 3.0 - - - - 107.8 - - - UG1 0.0 - - - - 109.4 - - - S 0.0 SOURCE 109.5 104.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/11/2010 F: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE 17.SDF JOB TITLE: Ramshorn Condos - Suite 17 - 4 Head Calc PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 1 -26.4 1.055 PL 2.25 PF 1.4 1 58.7 4.7 31.0 26.4 9.7 150 FTG T PE 0.3 2 58.0 0.0 32.7 0.0 0.140 TL 9.75 PV Pipe: 2 28.2 1.291 PL 10.17 PF 0.9 2 58.0 0.0 32.7 0.0 6.9 150 FTG E PE -0.5 4 59.2 0.0 31.3 0.0 0.059 TL 14.67 PV Pipe: 3 -26.1 1.055 PL 3.67 PF 1.5 3 58.0 4.7 30.3 26.1 9.6 150 FTG T PE -0.5 4 59.2 0.0 31.3 0.0 0.137 TL 11.17 PV Pipe: 4 2.1 1.291 PL 3.92 PF 0.0 4 59.2 0.0 31.3 0.0 0.5 150 FTG - - -- PE 0.0 6 59.2 0.0 31.3 0.0 0.000 TL 3.92 PV Pipe: 5 -25.6 1.055 PL 4.33 PF 1.6 5 60.6 4.7 29.2 25.6 9.4 150 FTG T PE 0.6 6 59.2 0.0 31.3 0.0 0.132 TL 11.83 PV Pipe: 6 -23.5 1.291 PL 5.25 PF 0.5 6 59.2 0.0 31.3 0.0 5.8 150 FTG EL PE 0.2 8 58.7 0.0 32.1 0.0 0.042 TL 12.75 PV Pipe: 7 -26.7 0.811 PL 0.50 PF 2.6 7 58.2 4.9 29.7 26.7 16.6 150 FTG T PE -0.2 8 58.7 0.0 32.1 0.0 0.515 TL 5.00 PV Pipe: 8 -50.2 1.291 PL 3.75 PF 2.2 8 58.7 0.0 32.1 0.0 12.3 150 FTG T PE 0.0 9 58.7 0.0 34.3 0.0 0.172 TL 12.75 PV Pipe: 9 -50.2 1.291 PL 12.75 PF 5.3 9 58.7 0.0 34.3 0.0 12.3 150 FTG 2ET PE 0.1 10 58.6 0.0 39.6 0.0 0.172 TL 30.75 PV Pipe: 10 -50.2 1.291 PL 8.25 PF 3.0 10 58.6 0.0 39.6 0.0 12.3 150 FTG 2E PE 1.1 11 56.1 0.0 43.6 0.0 0.172 TL 17.25 PV Pipe: 11 -50.2 1.291 PL 5.29 PF 1.7 11 56.1 0.0 43.6 0.0 12.3 150 FTG E PE 2.3 12 50.8 0.0 47.6 0.0 0.172 TL 9.79 PV Pipe: 12 -50.2 1.291 PL 9.58 PF 3.2 12 50.8 0.0 47.6 0.0 12.3 150 FTG 2E PE 0.0 13 50.8 0.0 50.8 0.0 0.172 TL 18.58 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/11/2010 F: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE 17.SDF JOB TITLE: Ramshorn Condos - Suite 17 - 4 Head Calc PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 13 -50.2 1.527 PL 25.58 PF 2.4 13 50.8 0.0 50.8 0.0 8.8 150 FTG E PE 0.0 18 50.8 0.0 53.2 0.0 0.076 TL 31.58 PV Pipe: 14 -54.6 1.291 PL 15.83 PF 8.6 2 58.0 0.0 32.7 0.0 13.4 150 FTG 4ET PE 0.1 14 57.8 0.0 41.4 0.0 0.201 TL 42.83 PV Pipe: 15 -54.6 1.291 PL 1.42 PF 2.1 14 57.8 0.0 41.4 0.0 13.4 150 FTG T PE 0.0 15 57.8 0.0 43.5 0.0 0.201 TL 10.42 PV Pipe: 16 -54.6 1.291 PL 7.00 PF 2.3 15 57.8 0.0 43.5 0.0 13.4 150 FTG E PE 3.0 16 50.8 0.0 48.8 0.0 0.201 TL 11.50 PV Pipe: 17 -54.6 1.291 PL 3.75 PF 2.6 16 50.8 0.0 48.8 0.0 13.4 150 FTG T PE 0.0 17 50.8 0.0 51.4 0.0 0.201 TL 12.75 PV Pipe: 18 -54.6 1.527 PL 8.17 PF 1.8 17 50.8 0.0 51.4 0.0 9.6 150 FTG T PE 0.0 18 50.8 0.0 53.2 0.0 0.089 TL 20.17 PV Pipe: 19 -104.8 1.527 PL 2.83 PF 4.4 18 50.8 0.0 53.2 0.0 18.4 150 FTG T PE 0.0 19 50.8 0.0 57.6 0.0 0.296 TL 14.83 PV Pipe: 20 -104.8 2.009 PL 7.58 PF 1.8 19 50.8 0.0 57.6 0.0 10.6 150 FTG 2E PE -1.5 20 54.3 0.0 57.8 0.0 0.078 TL 22.58 PV Pipe: 21 -104.8 2.203 PL 57.29 PF 6.6 20 54.3 0.0 57.8 0.0 8.8 120 FTG 2ETL PE 0.0 101 54.3 0.0 64.4 0.0 0.075 TL 87.19 PV Pipe: 22 -104.8 2.203 PL 6.67 PF 0.5 101 54.3 0.0 64.4 0.0 8.8 120 FTG - - -- PE 0.0 102 54.3 0.0 64.9 0.0 0.075 TL 6.67 PV Pipe: 23 -104.8 2.203 PL 7.71 PF 1.3 102 54.3 0.0 64.9 0.0 8.8 120 FTG EL PE 0.0 103 54.3 0.0 66.2 0.0 0.075 TL 17.21 PV Pipe: 24 -104.8 2.203 PL 4.33 PF 1.9 103 54.3 0.0 66.2 0.0 8.8 120 FTG 3E PE 0.0 104 54.3 0.0 68.0 0.0 0.075 TL 24.73 PV Pipe: 25 -104.8 3.334 PL 16.42 PF 0.6 104 54.3 0.0 68.0 0.0 3.9 120 FTG 2EC PE 4.9 105 42.9 0.0 73.6 0.0 0.010 TL 61.42 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/11/2010 F: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE 17.SDF JOB TITLE: Ramshorn Condos - Suite 17 - 4 Head Calc PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 26 -104.8 3.334 PL 0.42 PF 0.0 105 42.9 0.0 73.6 0.0 3.9 120 FTG - - -- PE 0.0 111 42.9 0.0 73.6 0.0 0.010 TL 0.42 PV Pipe: 27 -104.8 3.334 PL 0.67 PF 0.1 111 42.9 0.0 73.6 0.0 3.9 120 FTG E PE 0.0 112 42.9 0.0 73.7 0.0 0.010 TL 11.17 PV Pipe: 28 -104.8 3.334 PL 13.92 PF 0.2 112 42.9 0.0 73.7 0.0 3.9 120 FTG E PE 6.0 113 29.0 0.0 80.0 0.0 0.010 TL 24.42 PV Pipe: 29 -104.8 3.334 PL 13.67 PF 0.3 113 29.0 0.0 80.0 0.0 3.9 120 FTG 2E PE 0.0 119 29.0 0.0 80.3 0.0 0.010 TL 34.67 PV Pipe: 30 -104.8 3.334 PL 11.21 PF 0.2 119 29.0 0.0 80.3 0.0 3.9 120 FTG E PE 4.6 120 18.3 0.0 85.2 0.0 0.010 TL 21.71 PV Pipe: 31 -104.8 3.334 PL 39.96 PF 0.9 120 18.3 0.0 85.2 0.0 3.9 120 FTG 2ETL PE 0.0 128 18.3 0.0 86.1 0.0 0.010 TL 87.96 PV Pipe: 32 -104.8 3.334 PL 18.67 PF 0.5 128 18.3 0.0 86.1 0.0 3.9 120 FTG 3E PE 0.0 129 18.3 0.0 86.6 0.0 0.010 TL 50.17 PV Pipe: 33 -104.8 3.334 PL 14.00 PF 0.2 129 18.3 0.0 86.6 0.0 3.9 120 FTG E PE 4.0 130 9.0 0.0 90.8 0.0 0.010 TL 24.50 PV Pipe: 34 -104.8 3.334 PL 29.79 PF 0.4 130 9.0 0.0 90.8 0.0 3.9 120 FTG E PE 0.0 131 9.0 0.0 91.3 0.0 0.010 TL 40.29 PV Pipe: 35 -104.8 3.334 PL 35.75 PF 0.8 131 9.0 0.0 91.3 0.0 3.9 120 FTG 4EL PE 0.0 TOR 9.0 0.0 92.1 0.0 0.010 TL 82.25 PV Pipe: 36 -104.8 4.310 PL 7.00 PF 0.1 TOR 9.0 0.0 92.1 0.0 2.3 120 FTG T PE 2.6 BOR 3.0 0.0 94.8 0.0 0.003 TL 34.90 PV Pipe: 37 -104.8 4.310 PL 1.00 PF 0.0 BOR 3.0 0.0 94.8 0.0 2.3 120 FTG - - -- PE 0.0 BFD 3.0 0.0 94.8 0.0 0.003 TL 1.00 PV Pipe: 38 FIXED PRESSURE LOSS DEVICE BFS 3.0 0.0 107.8 0.0 13.0 psi, 104.8 gpm BFD 3.0 0.0 94.8 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/11/2010 F: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE 17.SDF JOB TITLE: Ramshorn Condos - Suite 17 - 4 Head Calc PIPE TAG END ELEV. NOZ. NODES (FT) (K) Pipe: 39 BFS 3.0 0.0 UG1 0.0 0.0 Pipe: 40 UG1 0.0 0.0 S 0.0 SRCE Q (GPM) DIA (I PT DISC. VEL(FPS) HW(C) (PSI) (GPM) FL /FT -104.8 4.095 107.8 0.0 2.6 140 109.4 0.0 0.003 -104.8 6.275 109.4 0.0 1.1 140 109.5 (N /A) 0.000 N) LENGTH PRESS. (FT) SUM. (PSI) PL 42.00 PF 0.4 FTG 4ET PE 1.3 TL 128.50 PV PL 224.00 PF 0.1 FTG 5E PE 0.0 TL 334.00 PV NOTES (HASS) : (1) Calculations were performed by the HASS 8.0 computer program under license no. 50040231 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.082 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 18.4 ft /sec at pipe 19. (4) PIPE FITTINGS TABLE Pipe Table Name: ALLSTATE.PIP PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G Ell Tee LngEll ChkVly BfyVly GatVly 4.095 14.40 28.90 8.70 31.80 17.30 2.90 6.275 22.00 47.10 14.10 50.20 15.70 4.70 PAGE: I MATERIAL: Cppr_M HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G Ell Tee LTE ChkVa BFVa GateVa 0.811 3.00 4.50 1.50 7.50 9.00 1.50 1.055 3.00 7.50 3.00 7.50 9.00 1.50 1.291 4.50 9.00 3.00 10.50 9.00 1.50 1.527 6.00 12.00 3.00 13.50 9.00 1.50 2.009 7.50 15.00 4.50 16.50 9.00 1.50 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 6/11/2010 F: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE 17.SDF JOB TITLE: Ramshorn Condos - Suite 17 - 4 Head Calc PAGE: N MATERIAL: ED_FLW HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 45 ChkVa BflyVa GateVa 2.203 6.80 13.60 2.70 15.00 8.20 1.40 0.00 0.00 3.334 10.50 22.50 4.50 24.00 15.00 1.50 0.00 0.00 4.310 13.90 27.90 5.60 30.70 16.70 2.80 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 6/11/2010 F: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE 17.SDF JOB TITLE: Ramshorn Condos - Suite 17 - 4 Head Calc 0 a+ 3 0 .H w a 0 0 N H N H U) O O a' O H 04 � a, -P �D ro zn +p W H 0 0 0 co 0 O N co O O co a, N C7 O Fq 44 0 0 a+ N 0 0 0 N O O H O O N H O O O O O O H O N 9 N O I r co L N H H ��C��w 04 f4 F. nM n�Drxw H� SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 6/11/2010 F: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE 17.SDF JOB TITLE: Ramshorn Condos - Suite 17 - 4 Head Calc Utility Report: Equivalent K- Factor Calculator Node Sprinkler Pres. Dia. Pipe Ftgs. Total H -W Equivalent Name K- Factor (psi) (in) Len.(ft) Len.(ft) coef. K- factor ----------------------------------------------------------------------- 1 4.90 7.00 0.811 0.50 E 3.50 150.00 4.74