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HomeMy WebLinkAboutF10-0039TOWN 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 -0039 Job Address: 416 VAIL VALLEY DR VAIL Status ...: ISSUED Location.....: UNIT 15A, RAMSHORN Applied..: 06/17/2010 Parcel No...: 210108258031 Issued ..: 06/28/2010 Project No Expires ..: Payments- - - -- > OWNER GOLDEN PEAK PARTNERS LLC 06/17/2010 PO BOX 80881 $0.00 #t # # i #Ri #ii #i * # f irt4 # #rt SAN MARINO #RitRRRf RR ## Rif # # #rt * # wwww #RR #ti # #if #wti #f #iiit#R #iiiitii # #ii #iiisf ti CA 91118 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 Phone: 303 - 288 -3901 6045 E 76TH #12 COMMERCE CITY CO 80022 License: 370 -S Desciption: INTERIOR REMODEL: INSTALL FIRE SPRINKLER SYSTEM IN UNIT Valuation: $4,407.50 wss sss# i# s;** wwiis# fRS; f# s# rtww# wi# w# i •sssss # # # # # # # #if; # # # # #* # # w * * # FEE SUMMARY tRSSRis# s#### rw# ws## is w# R# *s #isswswss # # ifsw *R #wsssis #R#►s Mechanical --- > $0.00 Restuarant Plan Review - -> $0.00 Total Calculated Fees —> $619.32 Plan Check —> $432.00 DRB Fee -- ------- - - - - -> $0.00 Additional Fees - - - - -> $0.00 Investigation -> $0.00 TOTAL FEES------- - - ---> $619.32 Total Permit Fee-- —> $619.32 Will Call - - - - -> $0.00 Payments- - - -- > $619.32 BALANCE DUE - - -> $0.00 #t # # i #Ri #ii #i * # f irt4 # #rt #4wR # # #tiRiR fit# iR#####*#; rtrtw # # #rt # #wiR #iRtif # # # wiii #RitRRRf RR ## Rif # # #rt * # wwww #RR #ti # #if #wti #f #iiit#R #iiiitii # #ii #iiisf ti 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. *tti # #wi4 i# tiiR#*## i# RiitRiii# ii# iR# R## t##*##*##### i## w### wRi## R## f## iiw# RiiRitii## ii# i# R# it##;# rt#****#*### ti# trt # # #t * # #iti #rti #tsi #tti; ;tifit# 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. J/, OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOWN OF VAIL, COLORADO Statement ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Statement Number: R100000739 Amount: $619.32 06/28/201009:18 AM Payment Method: Check Init: SAB Notation: 26779 -ALL STATE FIRE PROTECTION ----------------------------------------------------------------------------- Permit No: F10 -0039 Type: SPRINKLER PERMIT Parcel No: 2101- 082 - 5803 -1 Site Address: 416 VAIL VALLEY DR VAIL Location: UNIT 15A, RAMSHORN Total Fees: $619.32 This Payment: $619.32 Total ALL Pmts: $619.32 Balance: $0.00 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ BP 00100003111100 SPRINKLER PERMIT FEES - - - - -- 187.32 PF 00100003112300 PLAN CHECK FEES 432.00 Department, of.Community Development ,75 South Frontage Road J , 9 0979- 0- 4,792452: ..en.T+a few CbgrdiinA6 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 15 (Suite #) Office Use: 0 cD IEV C)9 00 Project #: 1 1` l O "� Building Permit #: � 0 Sprinkler Permit #: I tJ Lot #: Block # Subdivision: Detailed Description of Work: Connect to shell Zip 80022 sprinkler system - provide residential sprinkler protection in suite 15 per NFPA 13. (use additional sheet if necessary) E -Mail mikes @allstatefireprotection.com Town of Vail Contractor Registration No.: 3705 Contractor Signature (required) Property Information Parcel* 2101 -08 -258 -031 (For parcel #, contact Eagle County Assessors Office at 970 - 328 -8640 or visit www.eaglecounty.us /patie) Tenant Name: Owner Name: W est Coast Partners Complete Valuation for Fire Sprinkler Pe Fire Sprinkler $: 15 Work Class: New ( .,) Addition ( ) Remodel ( ) Repair ( ) Retro -Fit ( ) Other ( } Type of Building: Single - Family ( ) Duplex ( ) Multi - Family (� ) Commercial( ) Restaurant( ) Other( ) Date Received: NAIL FI DE 011AL T Approved as Submitted 2' Approved as Noted ❑ By: f `� e: F i R� I• �� ��_ f;(� Titl y 7 Date: s '- �'., ►� - Detailed Location of Work: Third Floor, Suite 15 Does a Monitored Fire Alarm Exist? Yes (.,) No ( ) Does a Sprinkler System Exist? Yes(, No( ) [C CE�M D JUN 1. '1 010 I -F17A i L TOWN Hydraulic Calculations Project Information Project Name: Ramshorn Lodge Condominiums Address: 416 Vail Valley Drive Vail, Colorado Calculation Area: Suite 15 Date 06/11/10 File # Suite 15A 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): 110.0 gpm 110.0 gpm @ 96.3 psi 210.0 gpm @ 111.2 psi Notes: S 130.0 125.0 3415.0 130.0 210.0 111.2 Required pressure is 18.8 psi (140) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 210.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 110.0 GPM NODE ANALYSIS DATA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 6/11 /2010: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE 15A.SDF JOB TITLE: RamsHorn - Suite 15 - 4 Head Calc (PSI) WATER SUPPLY DATA 53.7 K= 4.74 37.6 29.1 SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ 28.8 PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) S 130.0 125.0 3415.0 130.0 210.0 111.2 Required pressure is 18.8 psi (140) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 210.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 110.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 53.7 K= 4.74 37.6 29.1 2 56.8 K= 4.74 29.2 25.6 3 54.2 K= 4.90 28.8 26.3 4 57.8 - - - - 29.8 - - - 5 53.7 - - - - 38.3 - - - 6 53.7 K= 4.74 37.4 29.0 7 53.7 - - - - 38.7 - - - 8 53.7 - - - - 39.2 - - - 9 53.7 - - - - 50.0 - - - 10 53.7 - - - - 61.9 - - - 11 54.3 - - - - 63.4 - - - 100 54.3 - - - - 64.6 - - - 101 54.3 - - - - 65.2 - - - 102 54.3 - - - - 65.8 - - - 103 54.3 - - - - 67.2 - - - 104 54.3 - - - - 69.2 - - - 105 42.9 - - - - 74.8 - - - ill 42.9 - - - - 74.8 - - - 112 42.9 - - - - 74.9 - - - 113 29.0 - - - - 81.2 - - - 119 29.0 - - - - 81.6 - - - 120 18.3 - - - - 86.5 - - - 128 18.3 - - - - 87.5 - - - 129 18.3 - - - - 88.0 - - - 130 9.0 - - - - 92.3 - - - 131 9.0 - - - - 92.7 - - - TOR 9.0 - - - - 93.6 - - - BOR 3.0 - - - - 96.3 - - - BFD 3.0 - - - - 96.3 - - - BFS 3.0 - - - - 109.3 - - - UG1 0.0 - - - - 111.0 - - - S 0.0 SOURCE 111.2 110.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/11 /2010: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE 15A.SDF JOB TITLE: RamsHorn - Suite 15 - 4 Head Calc NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 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 -29.1 1.055 PL 4.33 PF 0.7 1 53.7 4.7 37.6 29.1 10.7 150 FTG - - -- PE 0.0 5 53.7 0.0 38.3 0.0 0.167 TL 4.33 PV Pipe: 2 -25.6 1.055 PL 8.00 PF 1.1 2 56.8 4.7 29.2 25.6 9.4 150 FTG - - -- PE -0.4 4 57.8 0.0 29.8 0.0 0.132 TL 8.00 PV Pipe: 3 -26.3 0.811 PL 0.50 PF 2.5 3 54.2 4.9 28.8 26.3 16.3 150 FTG T PE -1.5 4 57.8 0.0 29.8 0.0 0.500 TL 5.00 PV Pipe: 4 -51.9 1.291 PL 14.58 PF 6.8 4 57.8 0.0 29.8 0.0 12.7 150 FTG 3ET PE 1.8 5 53.7 0.0 38.3 0.0 0.183 TL 37.08 PV Pipe: 5 -81.0 1.527 PL 4.58 PF 0.8 5 53.7 0.0 38.3 0.0 14.2 150 FTG - - -- PE 0.0 8 53.7 0.0 39.2 0.0 0.184 TL 4.58 PV Pipe: 6 -29.0 1.055 PL 0.50 PF 1.3 6 53.7 4.7 37.4 29.0 10.6 150 FTG T PE 0.0 7 53.7 0.0 38.7 0.0 0.166 TL 8.00 PV Pipe: 7 -29.0 1.527 PL 5.58 PF 0.5 7 53.7 0.0 38.7 0.0 5.1 150 FTG T PE 0.0 8 53.7 0.0 39.2 0.0 0.027 TL 17.58 PV Pipe: 8 -109.9 1.527 PL 15.42 PF 10.8 8 53.7 0.0 39.2 0.0 19.3 150 FTG ET PE 0.0 9 53.7 0.0 50.0 0.0 0.324 TL 33.42 PV Pipe: 9 -109.9 1.527 PL 15.83 PF 11.9 9 53.7 0.0 50.0 0.0 19.3 150 FTG ETL PE 0.0 10 53.7 0.0 61.9 0.0 0.324 TL 36.83 PV Pipe: 10 -109.9 2.009 PL 5.21 PF 1.7 10 53.7 0.0 61.9 0.0 11.1 150 FTG 2E PE -0.3 11 54.3 0.0 63.4 0.0 0.085 TL 20.21 PV Pipe: 11 -109.9 2.203 PL 1.25 PF 1.2 11 54.3 0.0 63.4 0.0 9.3 120 FTG T PE 0.0 100 54.3 0.0 64.6 0.0 0.082 TL 14.85 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/11 /2010: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE 15A.SDF JOB TITLE: RamsHorn - Suite 15 - 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: 12 -109.9 2.203 PL 7.75 PF 0.6 100 54.3 0.0 64.6 0.0 9.3 120 FTG - - -- PE 0.0 101 54.3 0.0 65.2 0.0 0.082 TL 7.75 PV Pipe: 13 -109.9 2.203 PL 6.67 PF 0.5 101 54.3 0.0 65.2 0.0 9.3 120 FTG - - -- PE 0.0 102 54.3 0.0 65.8 0.0 0.082 TL 6.67 PV Pipe: 14 -109.9 2.203 PL 7.71 PF 1.4 102 54.3 0.0 65.8 0.0 9.3 120 FTG EL PE 0.0 103 54.3 0.0 67.2 0.0 0.082 TL 17.21 PV Pipe: 15 -109.9 2.203 PL 4.33 PF 2.0 103 54.3 0.0 67.2 0.0 9.3 120 FTG 3E PE 0.0 104 54.3 0.0 69.2 0.0 0.082 TL 24.73 PV Pipe: 16 -109.9 3.334 PL 16.42 PF 0.7 104 54.3 0.0 69.2 0.0 4.0 120 FTG 2EC PE 4.9 105 42.9 0.0 74.8 0.0 0.011 TL 61.42 PV Pipe: 17 -109.9 3.334 PL 0.42 PF 0.0 105 42.9 0.0 74.8 0.0 4.0 120 FTG - - -- PE 0.0 111 42.9 0.0 74.8 0.0 0.011 TL 0.42 PV Pipe: 18 -109.9 3.334 PL 0.67 PF 0.1 111 42.9 0.0 74.8 0.0 4.0 120 FTG E PE 0.0 112 42.9 0.0 74.9 0.0 0.011 TL 11.17 PV Pipe: 19 -109.9 3.334 PL 13.92 PF 0.3 112 42.9 0.0 74.9 0.0 4.0 120 FTG E PE 6.0 113 29.0 0.0 81.2 0.0 0.011 TL 24.42 PV Pipe: 20 -109.9 3.334 PL 13.67 PF 0.4 113 29.0 0.0 81.2 0.0 4.0 120 FTG 2E PE 0.0 119 29.0 0.0 81.6 0.0 0.011 TL 34.67 PV Pipe: 21 -109.9 3.334 PL 11.21 PF 0.2 119 29.0 0.0 81.6 0.0 4.0 120 FTG E PE 4.6 120 18.3 0.0 86.5 0.0 0.011 TL 21.71 PV Pipe: 22 -109.9 3.334 PL 39.96 PF 1.0 120 18.3 0.0 86.5 0.0 4.0 120 FTG 2ETL PE 0.0 128 18.3 0.0 87.5 0.0 0.011 TL 87.96 PV Pipe: 23 -109.9 3.334 PL 18.67 PF 0.5 128 18.3 0.0 87.5 0.0 4.0 120 FTG 3E PE 0.0 129 18.3 0.0 88.0 0.0 0.011 TL 50.17 PV Pipe: 24 -109.9 3.334 PL 14.00 PF 0.3 129 18.3 0.0 88.0 0.0 4.0 120 FTG E PE 4.0 130 9.0 0.0 92.3 0.0 0.011 TL 24.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/11 /2010: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE 15A.SDF JOB TITLE: RamsHorn - Suite 15 - 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: 25 -109.9 3.334 PL 29.79 PF 0.4 130 9.0 0.0 92.3 0.0 4.0 120 FTG E PE 0.0 131 9.0 0.0 92.7 0.0 0.011 TL 40.29 PV Pipe: 26 -109.9 3.334 PL 35.75 PF 0.9 131 9.0 0.0 92.7 0.0 4.0 120 FTG 4EL PE 0.0 TOR 9.0 0.0 93.6 0.0 0.011 TL 82.25 PV Pipe: 27 -109.9 4.310 PL 7.00 PF 0.1 TOR 9.0 0.0 93.6 0.0 2.4 120 FTG T PE 2.6 BOR 3.0 0.0 96.3 0.0 0.003 TL 34.90 PV Pipe: 28 -109.9 4.310 PL 1.00 PF 0.0 BOR 3.0 0.0 96.3 0.0 2.4 120 FTG - - -- PE 0.0 BFD 3.0 0.0 96.3 0.0 0.003 TL 1.00 PV Pipe: 29 FIXED PRESSURE LOSS DEVICE BFS 3.0 0.0 109.3 0.0 13.0 psi, 109.9 gpm BFD 3.0 0.0 96.3 0.0 Pipe: 30 -109.9 4.095 PL 42.00 PF 0.4 BFS 3.0 0.0 109.3 0.0 2.7 140 FTG 4ET PE 1.3 UG1 0.0 0.0 111.0 0.0 0.003 TL 128.50 PV Pipe: 31 -110.0 6.275 PL 224.00 PF 0.1 UG1 0.0 0.0 111.0 0.0 1.1 140 FTG 5E PE 0.0 S 0.0 SRCE 111.2 (N /A) 0.000 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 0.073 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 19.3 ft /sec at pipe 9. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/11 /2010: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE 15A.SDF JOB TITLE: RamsHorn - Suite 15 - 4 Head Calc (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 6 DATE: 6/11 /2010: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE 15A.SDF JOB TITLE: RamsHorn - Suite 15 - 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: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE 15A.SDF JOB TITLE: RamsHorn - Suite 15 - 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