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HomeMy WebLinkAboutF10-0086 TOWN 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 Permit #: F10 -0086 Job Address: 416 VAIL VALLEY DR VAIL Status ...: ISSUED Location • UNIT 12, RAMSHORN Applied ..: 10/19/2010 Parcel No...: 210108258030 Issued . .: 11/03/2010 Project No : Expires . .: Desciption: ADD SPRINKLER PROTECTION FOR INTERIOR REMODEL, UNIT 12 Valuation: $8,135.00 ************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FEE SUMMARY ************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Mechanical - - -> $0.00 Restuarant Plan Review - -> $0.00 Total Calculated Fees - - -> $777.74 Plan Check - - -> $432.00 DRB Fee > $0.00 Additional Fees > $0.00 Investigation -> $0.00 TOTAL FEES > $777.74 Total Permit Fee > $777.74 Will Call > $0.00 Payments > $777.74 BALANCE DUE > $0.00 * ************************************************************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Item: 05100 BUILDING DEPARTMENT Item: 05600 FIRE DEPARTMENT 10/26/2010 mvaughan Action: AP CONDITION OF APPROVAL * ************************************************************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 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 -F • UR HOURS IN A VA ■ E B ; TELEPHONE AT 970 - 479 -2252 FROM 8:00 AM -5 PM. , %` SIG ■ ATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOWN OF VAIL, COLORADO Statement ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Statement Number: R100001755 Amount: $777.74 11/03/201009:07 AM Payment Method:Credit Crd Init: SAB Notation: VISA - RYAN HERTZLER /ALL STATE FIRE PROTECTION Permit No: F10 -0086 Type: SPRINKLER PERMIT Parcel No: 2101 - 082 - 5803 -0 Site Address: 416 VAIL VALLEY DR VAIL Location: UNIT 12, RAMSHORN Total Fees: $777.74 This Payment: $777.74 Total ALL Pmts: $777.74 Balance: $0.00 ACCOUNT ITEM LIST: Department of Community Development 75 South Frontage Road i • ,�F sa. .n . Vatl,lorado .8 t 657 t'el' 970- 479' 2128, :97D -479 -2452 � :r:�+ • • Vlleb,' www:vaH :)y,con1',. R Qdyelopmen {- lleview Coordinator' 1 0 M, FIRE SPRINKLER PERMIT Commercial & Residential Fire Alarm shop drawings are required at the time of application submittal and must include the following information: I. 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. (Number) (Street) Building /Complex Name: Ram shorn Contractor Information: Company: All -State Fire Protection, Inc. Company Address: 6045 E 76th Ave #12 City: Commerce City State CO Contact Name: Mic Krzastek Contact Phone: 303 - 288 -3901 Office Use: pE%/0 -C x00 f Project #: ip-Tc) -rte 0 9 Building Permit #: 3� / ' o �F L Sprinkler Permit #: 1 ©y Lot # Block # Subdivision: Detailed Description of Work: Add sprinkler protection into the new suite (use additional sheet if necessary) E -Mail m ikek @allstatefireprot Detailed Location of Work: 3rd Level - North /East Town of Vail Contractor Registration No. 370 -S X H��( Contractor Signatu (required) Property Information Parcel #: 2101- 0 82 -58 -030 (For parcel #, contact Eagle County Assessors Office at 970 - 328 -864C or visit www.caglecounty.us /patie) Tenant Name: Owner Name West Coast Partners II L Complete Valuation for Fire Sprinkler Permit Fire Sprinkler $: $8 ,135.00 Does a Monitored Fire Alarm Exist? Yes ( ,) No ( ) Does a Sprinkler System Exist? Yes (v) No( ) Work Class: New (,) Addition ( ) Remodel ( ) Repair ( ) Retro -Fit ( ) Other ( ) Type of Building: Single - Family ( ) Duplex ( ) Multi- Family (� ) Commercial ( j Res aurant Other ) D [E�CE0MC Date Received: (n O 1 8 2010 TOWN OF VAIN. 80022 12 (Suite #) 01- Feb -ID Hydraulic Calculations Project Information Project Name: Ramshorn Lodge Condominiums Address: 416 Vail Valley Drive Vail, Colorado Calculation Area: Suite 12 Date 09/22/10 File # Suite 12B Index 105 Design Criteria Occupancy Classification: Residential Construction ® Combustible ❑ Density: Area of Operation: Area per Sprinkler: Number of Sprinklers Calculated: Hose Allowance 0 gpm inside 100 gpm outside Non Combustible .10 min density N/A 256 sq. ft. max. 4 head Domestic Allowance 0 gpm Water Supply Sprinklers Static 130 psi Make: Viking Freedom Concealed Residual 125 psi Size: 7/16" K =4.90 Flow 3415 gpm Temp: 140° Calculation Summary Total Sprinkler Water Flow: 105.5 gpm Flow & Pressure: (at base of riser): 105.5 gpm @ 90.9 psi (at city connection): 205.5 gpm @ 105.7 psi Notes: Required pressure is 24.3 psi (19 %) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 205.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 105.5 GPM NODE ANALYSIS DATA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 9/22 /2010: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE 12B.SDF JOB TITLE: Ramshorn Condos - Suite 12 - Dining /Living WATER SUPPLY DATA 1 42.9 - - - - 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 3415.0 130.0 205.5 105.7 Required pressure is 24.3 psi (19 %) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 205.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 105.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 42.9 - - - - 63.4 - - - 2 42.9 - - - - 63.4 - - - 3 42.9 - - - - 63.4 - - - 4 42.9 - - - - 63.4 - - - 5 42.9 - - - - 63.4 - - - 6 41.9 - - - - 63.9 - - - 7 42.9 - - - - 63.4 - - - 8 42.9 - - - - 63.4 - - - 9 42.9 - - - - 63.4 - - - 10 42.9 - - - - 63.4 - - - 11 42.9 - - - - 63.4 - - - 12 42.9 K= 4.72 30.0 25.9 13 42.9 K= 4.68 29.9 25.6 14 42.9 - - - - 32.0 - - - 15 42.9 K= 4.68 32.9 26.9 16 42.9 - - - - 33.4 - - - 17 42.9 K= 4.72 33.2 27.2 18 42.9 - - - - 34.9 - - - 19 42.9 - - - - 53.6 - - - 20 42.9 - - - - 60.0 - - - 21 42.9 - - - - 62.2 - - - 106 42.9 - - - - 63.4 - - - 107 42.9 - - - - 66.2 - - - 108 42.9 - - - - 66.3 - - - 109 42.9 - - - - 66.8 - - - 110 42.9 - - - - 68.4 - - - ill 42.9 - - - - 69.7 - - - 112 42.9 - - - - 69.8 - - - 113 29.0 - - - - 76.1 - - - 119 17.8 - - - - 81.3 - - - 120 17.8 - - - - 81.5 - - - 128 17.8 - - - - 82.4 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/22 /2010: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE 12B.SDF JOB TITLE: Ramshorn Condos - Suite 12 - Dining /Living NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 129 9.0 - - - - 86.7 - - - 130 9.0 - - - - 87.0 - - - 131 9.0 - - - - 87.4 - - - TOR 9.0 - - - - 88.2 - - - BOR 3.0 - - - - 90.9 - - - BFD 3.0 - - - - 90.9 - - - BFS 3.0 - - - - 103.9 - - - UG1 0.0 - - - - 105.6 - - - S 0.0 SOURCE 105.7 105.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/22/2010: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE 12B.SDF JOB TITLE: Ramshorn Condos - Suite 12 - Dining /Living 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 0.0 1.055 PL 4.83 PF 0.0 1 42.9 0.0 63.4 0.0 0.0 150 FTG E PE 0.0 3 42.9 0.0 63.4 0.0 0.000 TL 7.83 PV Pipe: 2 0.0 1.055 PL 2.33 PF 0.0 2 42.9 0.0 63.4 0.0 0.0 150 FTG T PE 0.0 3 42.9 0.0 63.4 0.0 0.000 TL 9.83 PV Pipe: 3 0.0 1.055 PL 8.58 PF 0.0 3 42.9 0.0 63.4 0.0 0.0 150 FTG ET PE 0.0 5 42.9 0.0 63.4 0.0 0.000 TL 19.08 PV Pipe: 4 0.0 1.055 PL 6.58 PF 0.0 4 42.9 0.0 63.4 0.0 0.0 150 FTG T PE 0.0 5 42.9 0.0 63.4 0.0 0.000 TL 14.08 PV Pipe: 5 0.0 1.055 PL 7.33 PF 0.0 5 42.9 0.0 63.4 0.0 0.0 150 FTG - - -- PE 0.0 8 42.9 0.0 63.4 0.0 0.000 TL 7.33 PV Pipe: 6 0.0 0.811 PL 1.00 PF 0.0 6 41.9 0.0 63.9 0.0 0.0 150 FTG T PE -0.4 7 42.9 0.0 63.4 0.0 0.000 TL 5.50 PV Pipe: 7 0.0 1.055 PL 1.75 PF 0.0 7 42.9 0.0 63.4 0.0 0.0 150 FTG T PE 0.0 8 42.9 0.0 63.4 0.0 0.000 TL 9.25 PV Pipe: 8 0.0 1.291 PL 9.00 PF 0.0 8 42.9 0.0 63.4 0.0 0.0 150 FTG T PE 0.0 9 42.9 0.0 63.4 0.0 0.000 TL 18.00 PV Pipe: 9 0.0 1.291 PL 19.92 PF 0.0 9 42.9 0.0 63.4 0.0 0.0 150 FTG L PE 0.0 10 42.9 0.0 63.4 0.0 0.000 TL 22.92 PV Pipe: 10 0.0 1.291 PL 5.08 PF 0.0 10 42.9 0.0 63.4 0.0 0.0 150 FTG - - -- PE 0.0 11 42.9 0.0 63.4 0.0 0.000 TL 5.08 PV Pipe: 11 0.0 2.203 PL 15.12 PF 0.0 11 42.9 0.0 63.4 0.0 0.0 120 FTG - - -- PE 0.0 106 42.9 0.0 63.4 0.0 0.000 TL 15.12 PV Pipe: 12 -25.9 1.055 PL 11.50 PF 2.0 12 42.9 4.7 30.0 25.9 9.5 150 FTG E PE 0.0 14 42.9 0.0 32.0 0.0 0.135 TL 14.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/22 /2010: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE 12B.SDF JOB TITLE: Ramshorn Condos - Suite 12 - Dining /Living 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 -25.6 1.055 PL 5.00 PF 2.0 13 42.9 4.7 29.9 25.6 9.4 150 FTG ET PE 0.0 14 42.9 0.0 32.0 0.0 0.132 TL 15.50 PV Pipe: 14 -51.5 1.055 PL 2.92 PF 1.4 14 42.9 0.0 32.0 0.0 18.9 150 FTG - - -- PE 0.0 16 42.9 0.0 33.4 0.0 0.481 TL 2.92 PV Pipe: 15 -26.9 1.055 PL 3.17 PF 0.5 15 42.9 4.7 32.9 26.9 9.9 150 FTG - - -- PE 0.0 16 42.9 0.0 33.4 0.0 0.144 TL 3.17 PV Pipe: 16 -78.3 1.055 PL 1.42 PF 1.5 16 42.9 0.0 33.4 0.0 28.7 150 FTG - - -- PE 0.0 18 42.9 0.0 34.9 0.0 1.046 TL 1.42 PV Pipe: 17 -27.2 1.055 PL 3.75 PF 1.7 17 42.9 4.7 33.2 27.2 10.0 150 FTG T PE 0.0 18 42.9 0.0 34.9 0.0 0.148 TL 11.25 PV Pipe: 18 -105.5 1.055 PL 2.83 PF 18.8 18 42.9 0.0 34.9 0.0 38.7 150 FTG T PE 0.0 19 42.9 0.0 53.6 0.0 1.816 TL 10.33 PV Pipe: 19 -105.5 1.291 PL 9.42 PF 6.4 19 42.9 0.0 53.6 0.0 25.9 150 FTG - - -- PE 0.0 20 42.9 0.0 60.0 0.0 0.679 TL 9.42 PV Pipe: 20 -105.5 1.291 PL 3.17 PF 2.2 20 42.9 0.0 60.0 0.0 25.9 150 FTG - - -- PE 0.0 21 42.9 0.0 62.2 0.0 0.679 TL 3.17 PV Pipe: 21 -105.5 2.203 PL 2.92 PF 1.3 21 42.9 0.0 62.2 0.0 8.9 120 FTG T PE 0.0 106 42.9 0.0 63.4 0.0 0.076 TL 16.52 PV Pipe: 22 -105.5 2.203 PL 22.92 PF 2.8 106 42.9 0.0 63.4 0.0 8.9 120 FTG 2E PE 0.0 107 42.9 0.0 66.2 0.0 0.076 TL 36.52 PV Pipe: 23 -105.5 2.203 PL 1.50 PF 0.1 107 42.9 0.0 66.2 0.0 8.9 120 FTG - - -- PE 0.0 108 42.9 0.0 66.3 0.0 0.076 TL 1.50 PV Pipe: 24 -105.5 2.203 PL 6.54 PF 0.5 108 42.9 0.0 66.3 0.0 8.9 120 FTG - - -- PE 0.0 109 42.9 0.0 66.8 0.0 0.076 TL 6.54 PV Pipe: 25 -105.5 2.203 PL 7.17 PF 1.6 109 42.9 0.0 66.8 0.0 8.9 120 FTG T PE 0.0 110 42.9 0.0 68.4 0.0 0.076 TL 20.77 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/22 /2010: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE 12B.SDF JOB TITLE: Ramshorn Condos - Suite 12 - Dining /Living 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 -105.5 2.203 PL 2.17 PF 1.3 110 42.9 0.0 68.4 0.0 8.9 120 FTG TG PE 0.0 111 42.9 0.0 69.7 0.0 0.076 TL 17.17 PV Pipe: 27 -105.5 3.334 PL 0.67 PF 0.1 111 42.9 0.0 69.7 0.0 3.9 120 FTG E PE 0.0 112 42.9 0.0 69.8 0.0 0.010 TL 11.17 PV Pipe: 28 -105.5 3.334 PL 13.92 PF 0.2 112 42.9 0.0 69.8 0.0 3.9 120 FTG E PE 6.0 113 29.0 0.0 76.1 0.0 0.010 TL 24.42 PV Pipe: 29 -105.5 3.334 PL 13.67 PF 0.4 113 29.0 0.0 76.1 0.0 3.9 120 FTG 2E PE 4.9 119 17.8 0.0 81.3 0.0 0.010 TL 34.67 PV Pipe: 30 -105.5 3.334 PL 11.21 PF 0.2 119 17.8 0.0 81.3 0.0 3.9 120 FTG E PE 0.0 120 17.8 0.0 81.5 0.0 0.010 TL 21.71 PV Pipe: 31 -105.5 3.334 PL 39.96 PF 0.9 120 17.8 0.0 81.5 0.0 3.9 120 FTG 2ETL PE 0.0 128 17.8 0.0 82.4 0.0 0.010 TL 87.96 PV Pipe: 32 -105.5 3.334 PL 18.67 PF 0.5 128 17.8 0.0 82.4 0.0 3.9 120 FTG 3E PE 3.8 129 9.0 0.0 86.7 0.0 0.010 TL 50.17 PV Pipe: 33 -105.5 3.334 PL 14.00 PF 0.2 129 9.0 0.0 86.7 0.0 3.9 120 FTG E PE 0.0 130 9.0 0.0 87.0 0.0 0.010 TL 24.50 PV Pipe: 34 -105.5 3.334 PL 29.79 PF 0.4 130 9.0 0.0 87.0 0.0 3.9 120 FTG E PE 0.0 131 9.0 0.0 87.4 0.0 0.010 TL 40.29 PV Pipe: 35 -105.5 3.334 PL 35.75 PF 0.8 131 9.0 0.0 87.4 0.0 3.9 120 FTG 4EL PE 0.0 TOR 9.0 0.0 88.2 0.0 0.010 TL 82.25 PV Pipe: 36 -105.5 4.310 PL 7.00 PF 0.1 TOR 9.0 0.0 88.2 0.0 2.3 120 FTG T PE 2.6 BOR 3.0 0.0 90.9 0.0 0.003 TL 34.90 PV Pipe: 37 -105.5 4.310 PL 1.00 PF 0.0 BOR 3.0 0.0 90.9 0.0 2.3 120 FTG - - -- PE 0.0 BFD 3.0 0.0 90.9 0.0 0.003 TL 1.00 PV Pipe: 38 FIXED PRESSURE LOSS DEVICE BFS 3.0 0.0 103.9 0.0 13.0 psi, 105.5 gpm BFD 3.0 0.0 90.9 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/22 /2010: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE 12B.SDF JOB TITLE: Ramshorn Condos - Suite 12 - Dining /Living 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: 39 -105.5 4.095 PL 42.00 PF 0.4 BFS 3.0 0.0 103.9 0.0 2.6 140 FTG 4ET PE 1.3 UG1 0.0 0.0 105.6 0.0 0.003 TL 128.50 PV Pipe: 40 -105.5 6.275 PL 224.00 PF 0.1 UG1 0.0 0.0 105.6 0.0 1.1 140 FTG 5E PE 0.0 S 0.0 SRCE 105.7 (N /A) 0.000 TL 334.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.1 computer program under license no. 50040231 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659 -9760 (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 0.089 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 38.7 ft /sec at pipe 18. (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 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/22 /2010: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE 12B.SDF JOB TITLE: Ramshorn Condos - Suite 12 - Dining /Living 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: 9/22 /2010: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE 12B.SDF JOB TITLE: Ramshorn Condos - Suite 12 - Dining /Living U) H U ra Z ' a a. a 0 U) a W H 3 O O O O O m O O CC) a4 N C7 0 a w 0 0 c N O O O N O O O O N r-I O O OD N t` O O O O O O O N C' l0 cu O 00 Ln N t�r�pC�W a4 x W M MnOn W - 04M -'-i SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 9/22 /2010: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE 12B.SDF JOB TITLE: Ramshorn Condos - Suite 12 - Dining /Living 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 1.00 E 4.00 150.00 4.72 Equivalent K- Factor Calculator Node Sprinkler Pres. Dia. Pipe Ftgs Name K- Factor (psi) (in) Len.(ft) -------------------------------------------- 2 4.90 7.00 0.811 2.33 E Equivalent K- Factor Calculator Total H -W Equivalent Len.(ft) coef. K- factor --------------------- - - - - -- 5.33 150.00 4.67 Node Sprinkler Pres. Dia. Pipe Ftgs. Total H -W Equivalent Name K- Factor (psi) (in) Len.(ft) Len.(ft) coef. K- factor ----------------------------------------------------------------------- 13 4.90 7.00 0.811 1.92 E 4.92 150.00 4.68