Loading...
HomeMy WebLinkAboutF10-0038TOWN OF VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970 - 479 -2135 VAIL FIRE DEPARTMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES SPRINKLER PERMIT Permit #: F10 -0038 RCI ►'�F: 4 O APPLICANT CONTRACTOR Job Address: 416 VAIL VALLEY DR VAIL Status ...: ISSUED Location.....: UNIT 11, RAMSHORN Applied..: 06/17/2010 Parcel No...: 210108258029 Issued . .: 06/28/2010 Project No Expires ..: PRESSMAN, RONALD R. & MARY H 06/17/2010 673 WEED ST NEW CAANAN CT 06840 ALL STATE FIRE 6045 E 76TH #12 COMMERCE CITY CO 80022 License: 370 -S ALL STATE FIRE 6045 E 76TH #12 COMMERCE CITY CO 80022 License: 370 -S PROTECTION, I 06/17/2010 Phone: 303 - 288 -3901 PROTECTION, I 06/17/2010 Phone: 303 -288 -3901 Descipfion: INTERIOR REMODEL: INSTALL FIRE SPRINKLER SYSTEM IN UNIT Valuation: $5,590.00 FEE SUMMARY Mechanical ---> $0.00 Restuarant Plan Review —> $0.00 Total Calculated Fees —> $669.58 Plan Check - -> $432.00 DRB Fee--- - - - - -- - - - -> $0.00 Additional Fees — > $0.00 Investigation -> $0.00 TOTAL FEES -------- > $669.58 Total Permit Fee— $669.58 Will Call ---- -> $0.00 Payments---- - - - - -> $669.58 BALANCE DUE > $0.00 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 appr9ved, 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 970479 -2252 FROM 8:00 AM - 5 PM. "'�x OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOWN OF VAIL, COLORADO Statement ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Statement Number: R100000739 Amount: $669.58 06/28/201009:18 AM Payment Method: Check Init: SAB Notation: 26779 -ALL STATE FIRE PROTECTION ----------------------------------------------------------------------------- Permit No: F10 -0038 Type: SPRINKLER PERMIT Parcel No: 2101 - 082 - 5802 -9 Site Address: 416 VAIL VALLEY DR VAIL Location: UNIT 11, RAMSHORN Total Fees: $669.58 This Payment: $669.58 Total ALL Pmts: $669.58 Balance: $0.00 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- BP 00100003111100 SPRINKLER PERMIT FEES 237.58 PF 00100003112300 PLAN CHECK FEES 432.00 Department, of Community Development 75 South Frontage Road t im Vail,: ' orb4oi% 66` 97Q 479~x212 V I �i Wf�• wvuw.Vailgt�v ^ ca De e'lo�' ment R6vie Y W r ; I _ �o!'hl "o: � °�liu����sgll�lil '�L °ill�r�' �;, dg� °rV < >.., `.. r .t. �:• nk,. "`� � ' 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 Contact Name: Michael Schirado Contact Phone: 303 - 288 -3901 E -Mail mikes @allstatefireprotection.cam Lot #: Block # _ Subdivision: Detailed Description of Work: Connect to shell Zip 80022 sprinkler system - provide residential sprinkler protection in suite 11 per NFPA 13. (use additional sheet if necessary) Detailed Location of Work: Third Floor, Suite 11 Town of Vail Contractor Registration No.: 3705 X Contractor Signature (required) Does a Monitored Fire Alarm Exist? Yes (/) No ( ) Does a Sprinkler System Exist? Yes(. No( ) Property Information Work Class: Parcel #: 2101 -08- 258 -029 (For parcel #, contact Eagle County Assessors Office at 970- 328 -8640 or New (�) Addition ( ) Remodel ( }Repair ( ) visit www.eaglecounty.us /patie) Retro -Fit ( ) Other ( } Tenant Name: Owner Name: West Coast Part Complete Valuation for Fire Sprinkler Permit: Fire Sprinkler $: 5,590 Type of Building: Single - Family ( ) Duplex ( } Multi - Family (� ) Commercial ( ) Restaurant ( ) Other ( ) Date Received: V Al �ItR� ®�U��� �US % Approved as Submitted 1 Appro as Noted ❑ Title. Date: F�l� - 1�_-- ---- -- — 11 (Suite #) Office Use: 1) 04 - oDc Project #: I Q Building Permit #: r � Sprinkler Permit #: _r 0 V G X25 J INN 16 201 01- Feb-l0 Hydraulic Calculations Project Information Project Name: Ramshorn Lodge Condominiums Address: 416 Vail Valley Drive Vail, Colorado Calculation Area: Suite 11 Date 06/11/10 File # Suite 11 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): 106.9 gpm 106.9 gpm @ 93.8 psi 206.9 gpm @ 108.6 psi Notes: S 130.0 125.0 3415.0 130.0 206.9 108.6 Required pressure is 21.3 psi (160) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 206.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 106.9 GPM NODE ANALYSIS DATA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 6/11/2010 F: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE 11.SDF JOB TITLE: Ramshorn Condos - Suite 11 - 4 Head Calc. WATER SUPPLY DATA (GPM) 1 41.6 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 3415.0 130.0 206.9 108.6 Required pressure is 21.3 psi (160) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 206.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 106.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 41.6 K= 4.74 33.2 27.3 2 40.3 K= 4.74 35.2 28.1 3 40.3 - - - - 37.3 - - - 4 40.3 K= 4.74 29.2 25.6 5 39.8 K= 4.90 27.8 25.9 6 40.3 - - - - 30.1 - - - 7 40.3 - - - - 39.9 - - - 8 40.3 - - - - 60.8 - - - 9 42.9 - - - - 62.8 - - - 108 42.9 - - - - 69.2 - - - 109 42.9 - - - - 69.7 - - - 110 42.9 - - - - 71.3 - - - ill 42.9 - - - - 72.6 - - - 112 42.9 - - - - 72.7 - - - 113 29.0 - - - - 79.0 - - - 119 29.0 - - - - 79.4 - - - 120 18.3 - - - - 84.2 - - - 128 18.3 - - - - 85.2 - - - 129 18.3 - - - - 85.7 - - - 130 9.0 - - - - 90.0 - - - 131 9.0 - - - - 90.4 - - - TOR 9.0 - - - - 91.2 - - - BOR 3.0 - - - - 93.8 - - - BFD 3.0 - - - - 93.9 - - - BFS 3.0 - - - - 106.9 - - - UG1 0.0 - - - - 108.5 - - - S 0.0 SOURCE 108.6 106.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/11/2010 F: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE ll.SDF JOB TITLE: Ramshorn Condos - Suite 11 - 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 -27.3 1.055 PL 14.08 PF 3.4 1 41.6 4.7 33.2 27.3 10.0 150 FTG 3E PE 0.6 3 40.3 0.0 37.3 0.0 0.149 TL 23.08 PV Pipe: 2 -28.1 1.055 PL 5.33 PF 2.0 2 40.3 4.7 35.2 28.1 10.3 150 FTG T PE 0.0 3 40.3 0.0 37.3 0.0 0.157 TL 12.83 PV Pipe: 3 -55.5 1.055 PL 4.75 PF 2.6 3 40.3 0.0 37.3 0.0 20.4 150 FTG - - -- PE 0.0 7 40.3 0.0 39.9 0.0 0.553 TL 4.75 PV Pipe: 4 -25.6 1.055 PL 6.67 PF 0.9 4 40.3 4.7 29.2 25.6 9.4 150 FTG - - -- PE 0.0 6 40.3 0.0 30.1 0.0 0.132 TL 6.67 PV Pipe: 5 -25.9 0.811 PL 0.50 PF 2.4 5 39.8 4.9 27.8 25.9 16.1 150 FTG T PE -0.2 6 40.3 0.0 30.1 0.0 0.485 TL 5.00 PV Pipe: 6 -51.5 1.055 PL 12.92 PF 9.8 6 40.3 0.0 30.1 0.0 18.9 150 FTG T PE 0.0 7 40.3 0.0 39.9 0.0 0.481 TL 20.42 PV Pipe: 7 -106.9 1.291 PL 21.00 PF 20.9 7 40.3 0.0 39.9 0.0 26.2 150 FTG T PE 0.0 8 40.3 0.0 60.8 0.0 0.696 TL 30.00 PV Pipe: 8 -106.9 2.009 PL 9.46 PF 3.2 8 40.3 0.0 60.8 0.0 10.8 150 FTG 4E PE -1.1 9 42.9 0.0 62.8 0.0 0.081 TL 39.46 PV Pipe: 9 -106.9 2.203 PL 58.29 PF 6.3 9 42.9 0.0 62.8 0.0 9.0 120 FTG ELT PE 0.0 108 42.9 0.0 69.2 0.0 0.078 TL 81.39 PV Pipe: 10 -106.9 2.203 PL 6.54 PF 0.5 108 42.9 0.0 69.2 0.0 9.0 120 FTG - - -- PE 0.0 109 42.9 0.0 69.7 0.0 0.078 TL 6.54 PV Pipe: 11 -106.9 2.203 PL 7.17 PF 1.6 109 42.9 0.0 69.7 0.0 9.0 120 FTG T PE 0.0 110 42.9 0.0 71.3 0.0 0.078 TL 20.77 PV Pipe: 12 -106.9 2.203 PL 2.17 PF 1.3 110 42.9 0.0 71.3 0.0 9.0 120 FTG TG PE 0.0 111 42.9 0.0 72.6 0.0 0.078 TL 17.17 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/11/2010 F: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE ll.SDF JOB TITLE: Ramshorn Condos - Suite 11 - 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 -106.9 3.334 PL 0.67 PF 0.1 111 42.9 0.0 72.6 0.0 3.9 120 FTG E PE 0.0 112 42.9 0.0 72.7 0.0 0.010 TL 11.17 PV Pipe: 14 -106.9 3.334 PL 13.92 PF 0.3 112 42.9 0.0 72.7 0.0 3.9 120 FTG E PE 6.0 113 29.0 0.0 79.0 0.0 0.010 TL 24.42 PV Pipe: 15 -106.9 3.334 PL 13.67 PF 0.4 113 29.0 0.0 79.0 0.0 3.9 120 FTG 2E PE 0.0 119 29.0 0.0 79.4 0.0 0.010 TL 34.67 PV Pipe: 16 -106.9 3.334 PL 11.21 PF 0.2 119 29.0 0.0 79.4 0.0 3.9 120 FTG E PE 4.6 120 18.3 0.0 84.2 0.0 0.010 TL 21.71 PV Pipe: 17 -106.9 3.334 PL 39.96 PF 0.9 120 18.3 0.0 84.2 0.0 3.9 120 FTG 2ETL PE 0.0 128 18.3 0.0 85.2 0.0 0.010 TL 87.96 PV Pipe: 18 -106.9 3.334 PL 18.67 PF 0.5 128 18.3 0.0 85.2 0.0 3.9 120 FTG 3E PE 0.0 129 18.3 0.0 85.7 0.0 0.010 TL 50.17 PV Pipe: 19 -106.9 3.334 PL 14.00 PF 0.3 129 18.3 0.0 85.7 0.0 3.9 120 FTG E PE 4.0 130 9.0 0.0 90.0 0.0 0.010 TL 24.50 PV Pipe: 20 -106.9 3.334 PL 29.79 PF 0.4 130 9.0 0.0 90.0 0.0 3.9 120 FTG E PE 0.0 131 9.0 0.0 90.4 0.0 0.010 TL 40.29 PV Pipe: 21 -106.9 3.334 PL 35.75 PF 0.9 131 9.0 0.0 90.4 0.0 3.9 120 FTG 4EL PE 0.0 TOR 9.0 0.0 91.2 0.0 0.010 TL 82.25 PV Pipe: 22 -106.9 4.310 PL 7.00 PF 0.0 TOR 9.0 0.0 91.2 0.0 2.4 120 FTG - - -- PE 2.6 BOR 3.0 0.0 93.8 0.0 0.003 TL 7.00 PV Pipe: 23 -106.9 4.310 PL 1.00 PF 0.0 BOR 3.0 0.0 93.8 0.0 2.4 120 FTG - - -- PE 0.0 BFD 3.0 0.0 93.9 0.0 0.003 TL 1.00 PV Pipe: 24 FIXED PRESSURE LOSS DEVICE BFS 3.0 0.0 106.9 0.0 13.0 psi, 106.9 gpm BFD 3.0 0.0 93.9 0.0 Pipe: 25 -106.9 4.095 PL 42.00 PF 0.4 BFS 3.0 0.0 106.9 0.0 2.6 140 FTG 4ET PE 1.3 UG1 0.0 0.0 108.5 0.0 0.003 TL 128.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/11/2010 F: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE 11.SDF JOB TITLE: Ramshorn Condos - Suite 11 - 4 Head Calc. PIPE TAG END ELEV. NOZ. NODES (FT) (K) Pipe: 26 UG1 0.0 0.0 S 0.0 SRCE Q (GPM) DIA (I PT DISC. VEL(FPS) HW(C) (PSI) (GPM) FL /FT -106.9 6.275 108.5 0.0 1.1 140 108.6 (N /A) 0.000 N) LENGTH PRESS. (FT) SUM. (PSI) 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 0.003 gpm and a maximum imbalance at any node of 0.074 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 26.2 ft /sec at pipe 7. (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 2.009 7.50 15.00 4.50 16.50 9.00 1.50 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/11/2010 F: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE 11.SDF JOB TITLE: Ramshorn Condos - Suite 11 - 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 6 DATE: 6/11/2010 F: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE ll.SDF JOB TITLE: Ramshorn Condos - Suite 11 - 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 7 DATE: 6/11/2010 F: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE 11.SDF JOB TITLE: Ramshorn Condos - Suite 11 - 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