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HomeMy WebLinkAboutF10-0087TOWN 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 VAIL CO 81657 APPLICANT ALL STATE FIRE 6045 E 76TH #12 COMMERCE CITY CO 80022 License: 370 -S CONTRACTOR ALL STATE FIRE 6045 E 76TH #12 COMMERCE CITY CO 80022 License: 370 -S PROTECTION, I 10/19/2010 Phone: 303 - 288 -3901 PROTECTION, I 10/19/2010 Phone: 303 - 288 -3901 Desciption: ADD SPRINKLER PROTECTION TO NEW MULTI - FAMILY DWELLING UNIT, UNIT 16 Valuation: $10,732.00 ************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FEE SUMMARY ************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** SPRINKLER PERMIT Permit #: F10 -0087 Job Address: 416 VAIL VALLEY DR VAIL Status ...: ISSUED Location.....: UNIT 16, RAMSHORN Applied ..: 10/19/2010 Parcel No...: 210108258024 Issued . .: 12/09/2010 Project No Expires . .: BALANCE DUE --------- > OWNER TYM INTERNATIONAL LTD 10/19/2010 ************************************************************************************************************** * * * * * * * * 416 VAIL VALLEY DR VAIL CO 81657 APPLICANT ALL STATE FIRE 6045 E 76TH #12 COMMERCE CITY CO 80022 License: 370 -S CONTRACTOR ALL STATE FIRE 6045 E 76TH #12 COMMERCE CITY CO 80022 License: 370 -S PROTECTION, I 10/19/2010 Phone: 303 - 288 -3901 PROTECTION, I 10/19/2010 Phone: 303 - 288 -3901 Desciption: ADD SPRINKLER PROTECTION TO NEW MULTI - FAMILY DWELLING UNIT, UNIT 16 Valuation: $10,732.00 ************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FEE SUMMARY ************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Mechanical --- > $0.00 Restuarant Plan Review - -> $0.00 Total Calculated Fees --- > $888.11 Plan Check --- > $432.00 DRB Fee --------------------- > $0.00 Additional Fees------ - - - - -> $0.00 Investigation -> $0.00 TOTAL FEES--------- - - - - -> $888.11 Total Permit Fee ---------- > $888.11 Will Call - - - - -> $0.00 Payments ------------------- > $888.11 BALANCE DUE --------- > $0.00 ************************************************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Item: 05100 BUILDING DEPARTMENT Item: 05600 FIRE DEPARTMENT 12/08/2010 mvaughan 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. SIGNXTURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF TOWN OF VAIL, COLORADO Statement Statement Number: R100001975 Amount: $442.61 12/09/201008:06 AM Payment Method:Credit Crd Init: LC Notation: CREDIT CARD FROM ALL STATE FIRE PROTECTION ----------------------------------------------------------------------------- Permit No: F10 -0087 Type: SPRINKLER PERMIT Parcel No: 2101- 082 - 5802 -4 Site Address: 416 VAIL VALLEY DR VAIL Location: UNIT 16, RAMSHORN Total Fees: $888.11 This Payment: $442.61 Total ALL Pmts: $442.61 Balance: $445.50 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- BP 00100003111100 SPRINKLER PERMIT FEES 442.61 TOWN OF VAIL, COLORADO Statement Statement Number: R100001976 Amount: $445.50 12/09/201008:07 AM Payment Method: Check Init: LC Notation: #28170 / ALL STATE FIRE PROTECTION ----------------------------------------------------------------------------- Permit No: F10 -0087 Type: SPRINKLER PERMIT Parcel No: 2101- 082 - 5802 -4 Site Address: 416 VAIL VALLEY DR VAIL Location: UNIT 16, RAMSHORN Total Fees: $888.11 This Payment: $445.50 Total ALL Pmts: $888,11 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- BP 00100003111100 SPRINKLER PERMIT FEES 13.50 PF 00100003112300 PLAN CHECK FEES 432.00 f�. .„ N Department of Community Development 75 South Frontage Road VaiI;:C�lorador ^.81657'' 970 479 - 2128, tom; T aC� 0 - 970- 479 -2452. a ww.va(lgovxom'�, R IeYe1aK3mn ..lQeview Coordinator t✓" 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. (Number) (Street) Building /Complex Name: Ramshorn Contractor Information: Company: All -State Fire Protection, Inc. Company Address: 6045 E, 76th Ave #12 City: Commerce City State: CO. Zip 80022 Contact Name: Michael Krzastek Contact Phone: 303 - 288 -3901 Office Use: J)C— ✓ X19- 0019 y Project #: _ P RT o9 — 00 7 9 Building Permit #: M2 ` Q 3 Sprinkler Permit #: E10 O � 7 Lot #: Block # Subdivision: Detailed Description of Work: Add sprinkler protection into the new suite - Addition to Shell permit F10-0004 (use additional sheet if necessary) E -Mail mikek @allstatefireprotection.com Detailed Location of Work: 4th Level - North /East Town of Vail Contractor Registration No.: 370 -S X ,rc._.l.l 4,tj Contractor Signatfire (required) Property Information Parcel #: 2101- 082 -58 -024 (For parcel #, contact Eagle County Assessors Off ice at 970 - 328 -8640 or visit www.eaglecounty.us /patie) Tenant Name: Owner Name: Complete Valuation for Fire Sprinkler Permit: Fire Sprinkler $: $10,732.00 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 ( ) Restaurant ( ) Other ( ) Date Received: TOWN OF VAIL fiti (Suite #) nG� C�C�O�'ILn �( OCT 18 2010 lUl 01- Fch -10 Hydraulic Calculations Project Information Project Name: Ramshorn Lodge Condominiums Address: 416 Vail Valley Drive Vail, Colorado Calculation Area: Suite 16 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 Water Supply Static Residual Flow 130 psi 125 psi 3415 gpm Date 10/12/10 File # Suite 16 Index 105 ❑ Non Combustible .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): 104.9 gpm 104.9 gpm @ 101.3 psi 204.9 gpm @ 116.0 psi Notes: SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 10/12 /2010: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE 16.SDF JOB TITLE: Ramshorn Condos - Suite 16 - 4 Head Calc. - Living Room WATER SUPPLY DATA ELEVATION NODE TYPE PRESSURE DISCHARGE SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ 29.4 PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) S 130.0 125.0 3415.0 130.0 204.9 116.0 Required pressure is 13.9 psi (11 %) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 204.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 104.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 65.1 K= 4.72 29.4 25.6 2 65.5 K= 4.90 28.3 26.1 3 66.4 - - - - 30.6 - - - 4 61.8 K= 4.74 30.4 26.1 5 64.7 K= 4.90 30.6 27.1 6 65.2 - - - - 33.0 - - - 7 66.2 - - - - 38.0 - - - 8 66.2 - - - - 46.2 - - - 9 66.2 - - - - 55.7 - - - 10 64.2 - - - - 58.4 - - - 11 54.3 - - - - 64.0 - - - 12 54.3 - - - - 66.3 - - - 13 54.3 - - - - 66.5 - - - 14 54.3 - - - - 66.8 - - - 100 54.3 - - - - 70.3 - - - 101 54.3 - - - - 70.9 - - - 102 54.3 - - - - 71.4 - - - 103 54.3 - - - - 72.7 - - - 104 54.3 - - - - 74.5 - - - 105 42.9 - - - - 80.1 - - - ill 42.9 - - - - 80.1 - - - 112 42.9 - - - - 80.2 - - - 113 29.0 - - - - 86.5 - - - 119 29.0 - - - - 86.8 - - - 120 17.8 - - - - 91.9 - - - 128 17.8 - - - - 92.8 - - - 129 17.8 - - - - 93.3 - - - 130 9.0 - - - - 97.3 - - - 131 9.0 - - - - 97.7 - - - TOR 9.0 - - - - 98.6 - - - BOR 3.0 - - - - 101.3 - - - BFD 3.0 - - - - 101.3 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/12 /2010: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE 16.SDF JOB TITLE: Ramshorn Condos - Suite 16 - 4 Head Calc. - Living Room NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE (FT) BFS 3.0 - - - - UG1 0.0 - - - - S 0.0 SOURCE PRESSURE DISCHARGE (PSI) (GPM) 114.3 - - - 115.9 - - - 116.0 104.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/12 /2010: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE 16.SDF JOB TITLE: Ramshorn Condos - Suite 16 - 4 Head Calc. - Living Room 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 -25.6 1.055 PL 10.17 PF 1.7 1 65.1 4.7 29.4 25.6 9.4 150 FTG E PE -0.6 3 66.4 0.0 30.6 0.0 0.132 TL 13.17 PV Pipe: 2 -26.1 0.811 PL 1.00 PF 2.7 2 65.5 4.9 28.3 26.1 16.2 150 FTG T PE -0.4 3 66.4 0.0 30.6 0.0 0.492 TL 5.50 PV Pipe: 3 -51.7 1.055 PL 6.08 PF 7.3 3 66.4 0.0 30.6 0.0 19.0 150 FTG 3E PE 0.1 7 66.2 0.0 38.0 0.0 0.485 TL 15.08 PV Pipe: 4 -26.1 1.055 PL 21.00 PF 4.1 4 61.8 4.7 30.4 26.1 9.6 150 FTG 3E PE -1.5 6 65.2 0.0 33.0 0.0 0.137 TL 30.00 PV Pipe: 5 -27.1 0.811 PL 0.50 PF 2.6 5 64.7 4.9 30.6 27.1 16.8 150 FTG T PE -0.2 6 65.2 0.0 33.0 0.0 0.529 TL 5.00 PV Pipe: 6 -53.2 1.055 PL 3.08 PF 5.4 6 65.2 0.0 33.0 0.0 19.5 150 FTG T PE -0.4 7 66.2 0.0 38.0 0.0 0.512 TL 10.58 PV Pipe: 7 -104.9 1.291 PL 7.75 PF 8.2 7 66.2 0.0 38.0 0.0 25.7 150 FTG E PE 0.0 8 66.2 0.0 46.2 0.0 0.672 TL 12.25 PV Pipe: 8 -104.9 1.527 PL 13.92 PF 9.5 8 66.2 0.0 46.2 0.0 18.4 150 FTG ET PE 0.0 9 66.2 0.0 55.7 0.0 0.297 TL 31.92 PV Pipe: 9 -104.9 2.009 PL 8.08 PF 1.8 9 66.2 0.0 55.7 0.0 10.6 150 FTG 2E PE 0.9 10 64.2 0.0 58.4 0.0 0.078 TL 23.08 PV Pipe: 10 -104.9 2.009 PL 9.88 PF 1.4 10 64.2 0.0 58.4 0.0 10.6 150 FTG E PE 4.3 11 54.3 0.0 64.0 0.0 0.078 TL 17.38 PV Pipe: 11 -104.9 2.009 PL 10.17 PF 2.3 11 54.3 0.0 64.0 0.0 10.6 150 FTG TL PE 0.0 12 54.3 0.0 66.3 0.0 0.078 TL 29.67 PV Pipe: 12 -104.9 2.009 PL 2.67 PF 0.2 12 54.3 0.0 66.3 0.0 10.6 150 FTG - - -- PE 0.0 13 54.3 0.0 66.5 0.0 0.078 TL 2.67 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/12 /2010: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE 16.SDF JOB TITLE: Ramshorn Condos - Suite 16 - 4 Head Calc. - Living Room 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 -104.9 2.009 PL 4.00 PF 0.3 13 54.3 0.0 66.5 0.0 10.6 150 FTG - - -- PE 0.0 14 54.3 0.0 66.8 0.0 0.078 TL 4.00 PV Pipe: 14 -104.9 2.203 PL 32.33 PF 3.5 14 54.3 0.0 66.8 0.0 8.8 120 FTG 2E PE 0.0 100 54.3 0.0 70.3 0.0 0.075 TL 45.93 PV Pipe: 15 -104.9 2.203 PL 7.75 PF 0.6 100 54.3 0.0 70.3 0.0 8.8 120 FTG - - -- PE 0.0 101 54.3 0.0 70.9 0.0 0.075 TL 7.75 PV Pipe: 16 -104.9 2.203 PL 6.67 PF 0.5 101 54.3 0.0 70.9 0.0 8.8 120 FTG - - -- PE 0.0 102 54.3 0.0 71.4 0.0 0.075 TL 6.67 PV Pipe: 17 -104.9 2.203 PL 7.71 PF 1.3 102 54.3 0.0 71.4 0.0 8.8 120 FTG EL PE 0.0 103 54.3 0.0 72.7 0.0 0.075 TL 17.21 PV Pipe: 18 -104.9 2.203 PL 4.33 PF 1.9 103 54.3 0.0 72.7 0.0 8.8 120 FTG 3E PE 0.0 104 54.3 0.0 74.5 0.0 0.075 TL 24.73 PV Pipe: 19 -104.9 3.334 PL 16.42 PF 0.6 104 54.3 0.0 74.5 0.0 3.9 120 FTG 2EC PE 4.9 105 42.9 0.0 80.1 0.0 0.010 TL 61.42 PV Pipe: 20 -104.9 3.334 PL 0.42 PF 0.0 105 42.9 0.0 80.1 0.0 3.9 120 FTG - - -- PE 0.0 111 42.9 0.0 80.1 0.0 0.010 TL 0.42 PV Pipe: 21 -104.9 3.334 PL 0.67 PF 0.1 111 42.9 0.0 80.1 0.0 3.9 120 FTG E PE 0.0 112 42.9 0.0 80.2 0.0 0.010 TL 11.17 PV Pipe: 22 -104.9 3.334 PL 13.92 PF 0.2 112 42.9 0.0 80.2 0.0 3.9 120 FTG E PE 6.0 113 29.0 0.0 86.5 0.0 0.010 TL 24.42 PV Pipe: 23 -104.9 3.334 PL 13.67 PF 0.3 113 29.0 0.0 86.5 0.0 3.9 120 FTG 2E PE 0.0 119 29.0 0.0 86.8 0.0 0.010 TL 34.67 PV Pipe: 24 -104.9 3.334 PL 11.21 PF 0.2 119 29.0 0.0 86.8 0.0 3.9 120 FTG E PE 4.9 120 17.8 0.0 91.9 0.0 0.010 TL 21.71 PV Pipe: 25 -104.9 3.334 PL 39.96 PF 0.9 120 17.8 0.0 91.9 0.0 3.9 120 FTG 2ETL PE 0.0 128 17.8 0.0 92.8 0.0 0.010 TL 87.96 PV Pipe: 32 FIXED PRESSURE LOSS DEVICE BFS 3.0 0.0 114.3 0.0 13.0 psi, 104.9 gpm BFD 3.0 0.0 101.3 0.0 Pipe: 33 -104.9 4.095 PL 42.00 PF 0.4 BFS 3.0 0.0 114.3 0.0 2.6 140 FTG 4ET PE 1.3 UG1 0.0 0.0 115.9 0.0 0.003 TL 128.50 PV Pipe: 34 -104.9 6.275 PL 224.00 PF 0.1 UG1 0.0 0.0 115.9 0.0 1.1 140 FTG 5E PE 0.0 S 0.0 SRCE 116.0 (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 0.005 gpm and a maximum imbalance at any node of 0.179 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 25.7 ft /sec at pipe 7. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 10/12 /2010: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE 16.SDF JOB TITLE: Ramshorn Condos - Suite 16 - 4 Head Calc. - Living Room 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 -104.9 3.334 PL 18.67 PF 0.5 128 17.8 0.0 92.8 0.0 3.9 120 FTG 3E PE 0.0 129 17.8 0.0 93.3 0.0 0.010 TL 50.17 PV Pipe: 27 -104.9 3.334 PL 14.00 PF 0.2 129 17.8 0.0 93.3 0.0 3.9 120 FTG E PE 3.8 130 9.0 0.0 97.3 0.0 0.010 TL 24.50 PV Pipe: 28 -104.9 3.334 PL 29.79 PF 0.4 130 9.0 0.0 97.3 0.0 3.9 120 FTG E PE 0.0 131 9.0 0.0 97.7 0.0 0.010 TL 40.29 PV Pipe: 29 -104.9 3.334 PL 35.75 PF 0.8 131 9.0 0.0 97.7 0.0 3.9 120 FTG 4EL PE 0.0 TOR 9.0 0.0 98.6 0.0 0.010 TL 82.25 PV Pipe: 30 -104.9 4.310 PL 7.00 PF 0.1 TOR 9.0 0.0 98.6 0.0 2.3 120 FTG T PE 2.6 BOR 3.0 0.0 101.3 0.0 0.003 TL 34.90 PV Pipe: 31 -104.9 4.310 PL 1.00 PF 0.0 BOR 3.0 0.0 101.3 0.0 2.3 120 FTG - - -- PE 0.0 BFD 3.0 0.0 101.3 0.0 0.003 TL 1.00 PV Pipe: 32 FIXED PRESSURE LOSS DEVICE BFS 3.0 0.0 114.3 0.0 13.0 psi, 104.9 gpm BFD 3.0 0.0 101.3 0.0 Pipe: 33 -104.9 4.095 PL 42.00 PF 0.4 BFS 3.0 0.0 114.3 0.0 2.6 140 FTG 4ET PE 1.3 UG1 0.0 0.0 115.9 0.0 0.003 TL 128.50 PV Pipe: 34 -104.9 6.275 PL 224.00 PF 0.1 UG1 0.0 0.0 115.9 0.0 1.1 140 FTG 5E PE 0.0 S 0.0 SRCE 116.0 (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 0.005 gpm and a maximum imbalance at any node of 0.179 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 25.7 ft /sec at pipe 7. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/12/2010: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE 16.SDF JOB TITLE: Ramshorn Condos - Suite 16 - 4 Head Calc. - Living Room (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 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 7 DATE: 10/12 /2010: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE 16.SDF JOB TITLE: Ramshorn Condos - Suite 16 - 4 Head Calc. - Living Room c c c H z� a a• 04 a a W H 3 O 0 0 O O M O O N M O O ao a, N 0 0 a w O O N 0 0 O N O O O O N .i O O M O O O O O O O N d O O I C r-1 00 C7 :D C7 W a, a W M M n QG W — 04 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 10/12 /2010: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE 16.SDF JOB TITLE: Ramshorn Condos - Suite 16 - 4 Head Calc. - Living Room 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. Total H -W Equivalent Name K- Factor (psi) (in) Len.(ft) Len.(ft) coef. K- factor ----------------------------------------------------------------------- 4 4.90 7.00 0.811 0.50 E 3.50 150.00 4.74