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HomeMy WebLinkAboutF10-0037TOWN 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 -0037 Job Address: 416 VAIL VALLEY DR VAIL Status ...: ISSUED Location.....: UNIT 10, RAMSHORN Applied..: 06/17/2010 Parcel No...: 210108258028 Issued . .: 06/28/2010 Project No Expires . .: OWNER MIRANDA, JESUS A. & CECILIA 06/17/2010 GRUPO PROMIRSA S.A.DE C.V. MONTE EVEREST 635 -B LOMAS DE CHAPULTECA, 11,000 MEXICO, D.F. MEXICO 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 6045 E 76TH-#12 COMMERCE CITY CO 80022 License: 370 -S PROTECTION, I 06/17/2010 Phone: 303 - 288 -3901 Desciption: INTERIOR REMODEL: INSTALL FIRE SPRINKLER SYSTEM IN UNIT Valuation: . $5,375.00 # # *iii#iii ## * # #i ## iii #ii! # * # * * # # # #!! !!ii #i #iii #i# *iii #iis# #i*i # #ii #• FEE SUMMARY Mechanical - -> $0.00 Restuarant Plan Review - -> $0.00 Total Calculated Fees - -> $660.44 Plan Check - -> $432.00 DRB Fee ------ - - ---> $0.00 Additional Fees-- -----> $0.00 Investigation -> $0.00 TOTAL FEES --- ------- > $660.44 Total Permit Fee-- > $660.44 Will Call - -> $0.00 Payments -- - > $660.44 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 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. m� OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOWN OF VAIL, COLORADO Statement ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Statement Number: R100000739 Amount: $660.44 06/28/201009:18 AM Payment Method: Check Init: SAB Notation: 26779 -ALL STATE FIRE PROTECTION ----------------------------------------------------------------------------- Permit No: F10 -0037 Type: SPRINKLER PERMIT Parcel No: 2101 - 082 - 5802 -8 Site Address: 416 VAIL VALLEY DR VAIL Location: UNIT 10, RAMSHORN Total Fees: $660.44 This Payment: $660.44 Total ALL Pmts: $660.44 Balance: $0.00 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- BP 00100003111100 SPRINKLER PERMIT FEES 228.44 PF 00100003112300 PLAN CHECK FEES 432.00 Department, of Community 4evelopment 75 South Frontage Road Vail 60,' Y,ailgovc, 1 1 - rr) Q.rten{ i��vaetr� Coot �)n #ol 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: Ramsho Contractor Information: Comoanv: All -State Fire Protection, Inc. 10 (Suite #) Company Address: 6045 E. 76th Ave., #12 city: Commerce City State: CO Contact Name: Michael Schirado Office Use: ;DG t/ - 00 Project* F1` i 1 —00 t b Building Permit #: � ( / 1 � X 2 - 1 Sprinkler Permit #: l b'r W J Lot #: Block # Subdivision: Detailed Description of Work: Connect to sh Zip: 80022 sprinkler system - provide residential sprinkler protection in suite 10 per NFPA 13. (use additional sheet if necessary) 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 -028 (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 $: 5,375 Detailed Location of Work: Second Floor, Suite 10 Does a Monitored Fire Alarm Exist? Yes (,,) No ( ) Does a Sprinkler System Exist? Yes (.r) No ( ) Work Class: New (.,) Addition ( ) Remodel ( ) Repair ( ) Retro -Fit ( ) Other( ) Type of Building: Single - Family ( ) Duplex ( ) Multi - Family (� ) Commercial ( ) Restaurant ( ) Other ( ) Date Received: VAIU Fil)if FAMAU11AES - 1 Approved as Submitted M By: L � �Ap�o�a s ed O Tilde: ac I Dt. - 3' AU 16 2010 TOWN Or ME I i I , I t uh � `e x (, , 4 }::. Department, of Community 4evelopment 75 South Frontage Road Vail 60,' Y,ailgovc, 1 1 - rr) Q.rten{ i��vaetr� Coot �)n #ol 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: Ramsho Contractor Information: Comoanv: All -State Fire Protection, Inc. 10 (Suite #) Company Address: 6045 E. 76th Ave., #12 city: Commerce City State: CO Contact Name: Michael Schirado Office Use: ;DG t/ - 00 Project* F1` i 1 —00 t b Building Permit #: � ( / 1 � X 2 - 1 Sprinkler Permit #: l b'r W J Lot #: Block # Subdivision: Detailed Description of Work: Connect to sh Zip: 80022 sprinkler system - provide residential sprinkler protection in suite 10 per NFPA 13. (use additional sheet if necessary) 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 -028 (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 $: 5,375 Detailed Location of Work: Second Floor, Suite 10 Does a Monitored Fire Alarm Exist? Yes (,,) No ( ) Does a Sprinkler System Exist? Yes (.r) No ( ) Work Class: New (.,) Addition ( ) Remodel ( ) Repair ( ) Retro -Fit ( ) Other( ) Type of Building: Single - Family ( ) Duplex ( ) Multi - Family (� ) Commercial ( ) Restaurant ( ) Other ( ) Date Received: VAIU Fil)if FAMAU11AES - 1 Approved as Submitted M By: L � �Ap�o�a s ed O Tilde: ac I Dt. - 3' AU 16 2010 TOWN Or ME I Hydraulic Calculations Project Information Project Name: Ramshorn Lodge Condominiums Address: 416 Vail Valley Drive Vail, Colorado Calculation Area: Suite 10 Date 06/11/10 File # Suite 10 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): 108.2 gpm 108.2 gpm @ 208.2 gpm @ 76.4 psi 91.2 psi Notes: S 130.0 125.0 3415.0 130.0 208.2 91.2 Required pressure is 38.8 psi (300) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 208.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 108.2 GPM NODE ANALYSIS DATA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 6/11/2010 F: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE 10.SDF JOB TITLE: Ramshorn Condos - Suite 10 - 4 Head Calc. WATER SUPPLY DATA (GPM) 1 26.8 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 3415.0 130.0 208.2 91.2 Required pressure is 38.8 psi (300) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 208.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 108.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 26.8 K= 4.74 35.2 28.1 2 26.8 K= 4.72 29.4 25.6 3 25.8 K= 4.90 27.8 25.8 4 26.8 - - - - 30.0 - - - 5 26.8 - - - - 36.5 - - - 6 26.8 K= 4.72 36.7 28.6 7 26.8 - - - - 38.1 - - - 8 26.8 - - - - 45.3 - - - 9 26.8 - - - - 52.2 - - - 10 29.0 - - - - 53.6 - - - 115 29.0 - - - - 60.1 - - - 117 29.0 - - - - 61.3 - - - 118 29.0 - - - - 61.5 - - - 119 29.0 - - - - 61.8 - - - 120 18.3 - - - - 66.7 - - - 128 18.3 - - - - 67.6 - - - 129 18.3 - - - - 68.2 - - - 130 9.0 - - - - 72.5 - - - 131 9.0 - - - - 72.9 - - - TOR 9.0 - - - - 73.8 - - - BOR 3.0 - - - - 76.4 - - - BFD 3.0 - - - - 76.4 - - - BFS 3.0 - - - - 89.4 - - - UG1 0.0 - - - - 91.1 - - - S 0.0 SOURCE 91.2 108.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/11/2010 F: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE 10.SDF JOB TITLE: Ramshorn Condos - Suite 10 - 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 -28.1 1.055 PL 8.50 PF 1.3 1 26.8 4.7 35.2 28.1 10.3 150 FTG - - -- PE 0.0 5 26.8 0.0 36.5 0.0 0.157 TL 8.50 PV Pipe: 2 -25.6 1.055 PL 4.50 PF 0.6 2 26.8 4.7 29.4 25.6 9.4 150 FTG - - -- PE 0.0 4 26.8 0.0 30.0 0.0 0.132 TL 4.50 PV Pipe: 3 -25.8 0.811 PL 1.00 PF 2.7 3 25.8 4.9 27.8 25.8 16.0 150 FTG T PE -0.4 4 26.8 0.0 30.0 0.0 0.484 TL 5.50 PV Pipe: 4 -51.4 1.055 PL 3.08 PF 6.5 4 26.8 0.0 30.0 0.0 18.9 150 FTG LT PE 0.0 5 26.8 0.0 36.5 0.0 0.481 TL 13.58 PV Pipe: 5 -79.6 1.055 PL 1.42 PF 1.5 5 26.8 0.0 36.5 0.0 29.2 150 FTG - - -- PE 0.0 7 26.8 0.0 38.1 0.0 1.077 TL 1.42 PV Pipe: 6 -28.6 1.055 PL 0.67 PF 1.3 6 26.8 4.7 36.7 28.6 10.5 150 FTG T PE 0.0 7 26.8 0.0 38.1 0.0 0.162 TL 8.17 PV Pipe: 7 -108.2 1.291 PL 5.67 PF 7.2 7 26.8 0.0 38.1 0.0 26.5 150 FTG E PE 0.0 8 26.8 0.0 45.3 0.0 0.711 TL 10.17 PV Pipe: 8 -108.2 1.527 PL 22.08 PF 6.9 8 26.8 0.0 45.3 0.0 18.9 150 FTG - - -- PE 0.0 9 26.8 0.0 52.2 0.0 0.314 TL 22.08 PV Pipe: 9 -108.2 2.009 PL 8.08 PF 2.3 9 26.8 0.0 52.2 0.0 10.9 150 FTG 2EL PE -1.0 10 29.0 0.0 53.6 0.0 0.083 TL 27.58 PV Pipe: 10 -108.2 2.203 PL 59.50 PF 6.6 10 29.0 0.0 53.6 0.0 9.1 120 FTG ELT PE 0.0 115 29.0 0.0 60.1 0.0 0.080 TL 82.60 PV Pipe: 11 -108.2 2.203 PL 1.17 PF 1.2 115 29.0 0.0 60.1 0.0 9.1 120 FTG T PE 0.0 117 29.0 0.0 61.3 0.0 0.080 TL 14.77 PV Pipe: 12 -108.2 3.334 PL 3.54 PF 0.1 117 29.0 0.0 61.3 0.0 4.0 120 FTG E PE 0.0 118 29.0 0.0 61.5 0.0 0.011 TL 14.04 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/11/2010 F: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE 10.SDF JOB TITLE: Ramshorn Condos - Suite 10 - 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 -108.2 3.334 PL 1.71 PF 0.4 118 29.0 0.0 61.5 0.0 4.0 120 FTG ETG PE 0.0 119 29.0 0.0 61.8 0.0 0.011 TL 36.21 PV Pipe: 14 -108.2 3.334 PL 11.21 PF 0.2 119 29.0 0.0 61.8 0.0 4.0 120 FTG E PE 4.6 120 18.3 0.0 66.7 0.0 0.011 TL 21.71 PV Pipe: 15 -108.2 3.334 PL 39.96 PF 0.9 120 18.3 0.0 66.7 0.0 4.0 120 FTG 2ETL PE 0.0 128 18.3 0.0 67.6 0.0 0.011 TL 87.96 PV Pipe: 16 -108.2 3.334 PL 18.67 PF 0.5 128 18.3 0.0 67.6 0.0 4.0 120 FTG 3E PE 0.0 129 18.3 0.0 68.2 0.0 0.011 TL 50.17 PV Pipe: 17 -108.2 3.334 PL 14.00 PF 0.3 129 18.3 0.0 68.2 0.0 4.0 120 FTG E PE 4.0 130 9.0 0.0 72.5 0.0 0.011 TL 24.50 PV Pipe: 18 -108.2 3.334 PL 29.79 PF 0.4 130 9.0 0.0 72.5 0.0 4.0 120 FTG E PE 0.0 131 9.0 0.0 72.9 0.0 0.011 TL 40.29 PV Pipe: 19 -108.2 3.334 PL 35.75 PF 0.9 131 9.0 0.0 72.9 0.0 4.0 120 FTG 4EL PE 0.0 TOR 9.0 0.0 73.8 0.0 0.011 TL 82.25 PV Pipe: 20 -108.2 4.310 PL 7.00 PF 0.0 TOR 9.0 0.0 73.8 0.0 2.4 120 FTG - - -- PE 2.6 BOR 3.0 0.0 76.4 0.0 0.003 TL 7.00 PV Pipe: 21 -108.2 4.310 PL 1.00 PF 0.0 BOR 3.0 0.0 76.4 0.0 2.4 120 FTG - - -- PE 0.0 BFD 3.0 0.0 76.4 0.0 0.003 TL 1.00 PV Pipe: 22 FIXED PRESSURE LOSS DEVICE BFS 3.0 0.0 89.4 0.0 13.0 psi, 108.2 gpm BFD 3.0 0.0 76.4 0.0 Pipe: 23 -108.2 4.095 PL 42.00 PF 0.4 BFS 3.0 0.0 89.4 0.0 2.6 140 FTG 4ET PE 1.3 UG1 0.0 0.0 91.1 0.0 0.003 TL 128.50 PV Pipe: 24 -108.2 6.275 PL 224.00 PF 0.1 UG1 0.0 0.0 91.1 0.0 1.1 140 FTG 5E PE 0.0 S 0.0 SRCE 91.2 (N /A) 0.000 TL 334.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/11/2010 F: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE 10.SDF JOB TITLE: Ramshorn Condos - Suite 10 - 4 Head Calc. 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 0.005 gpm and a maximum imbalance at any node of 0.117 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 29.2 ft /sec at pipe 5. (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 5 DATE: 6/11/2010 F: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE 10.SDF JOB TITLE: Ramshorn Condos - Suite 10 - 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 6 DATE: 6/11/2010 F: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE 10.SDF JOB TITLE: Ramshorn Condos - Suite 10 - 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 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 ----------------------------------------------------------------------- 2 4.90 7.00 0.811 1.00 E 4.00 150.00 4.72