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HomeMy WebLinkAboutF10-0033TOWN 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 Job Address: 416 VAIL VALLEY DR VAIL Location.....: UNIT 3, RAMSHORN Parcel No...: 210108258025 Project No OWNER WEST COAST PARTNERS II LLC IN CARE OF NAME GAIL ELLIS 1435 CIRCLE DR SAN MARINO CA 91108 APPLICANT ALL STATE FIRE PROTECTION, 6045 E 76TH #12 COMMERCE CITY CO 80022 License: 370 -S CONTRACTOR ALL STATE FIRE PROTECTION, 6045 E 76TH #12 COMMERCE CITY CO 80022 License: 370 -S 06/17/2010 I 06/17/2010 Permit #: F10 -0033 Status ...: ISSUED Applied..: 06/17/2010 Issued . .: 06/28/2010 Expires . .: Phone: 303 - 288 -3901 I 06/1.7/2010 Phone: 303 -288 -3901 Desciption: INTERIOR REMODEL: INSTALL FIRE SPRINKLER SYSTEM IN UNIT Valuation: $4,730.00 FEE SUMMARY Mechanical - -> $0.00 Restuarant Plan Review —> $0.00 Total Calculated Fees —> $633.03 Plan Check - -> $432.00 DRB Fee----- - - - - -> $0.00 Additional Fees - - -> $0.00 Investigation -> $0.00 TOTAL FEES------- - ----> $633.03 Total Permit Fee-- -> $633.03 Will Call - - - -> $0.00 Payments----- -> $633.03 BALANCE DUE —> $0.00 Item: 05100 BUILDING DEPARTMENT Item: 05600 FIRE DEPARTMENT 06/25/2010 drhoades Action: AP Submitted electronically. 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 0) SIGNA(rURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOWN OF VAIL, COLORADO Statement ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Statement Number: R100000740 Amount: $633.03 06/28/201009:20 AM Payment Method: Check Init: SAB Notation: 26780 ALL STATE FIRE ----------------------------------------------------------------------------- Permit No: F10 -0033 Type: SPRINKLER PERMIT Parcel No: 2101 - 082 - 5802 -5 Site Address: 416 VAIL VALLEY DR VAIL Location: UNIT 3, RAMSHORN Total Fees: $633.03 This Payment: $633.03 Total ALL Pmts: $633.03 Balance: $0.00 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------------ ------ - - - - -- BP 00100003111100 SPRINKLER PERMIT FEES 201.03 PF 00100003112300 PLAN CHECK FEES 432.00 lil E Department, of Community Development I - a� it I I�I�tlI I'I'I �µI�F°����IMII��I •p � .•'_ t "d CW � � T� .. �.,t �� U 411h�. �'. 75 ���%�'�M�o Ipp IIkl I/' 4 y Front 1� +� ay s� •:I.0 ��1. w" Devetc� v t w aG 4 t WN Vatl VI II 5 eq vuw � �oY t:ofrt i II g s I'l p rt, at' R jet Co t"� natot' I �! I uIM aIV � Il tl l l `, i � ,i n� I ^' " t ..„.�. i� .�� �.. u ^ I '^ ��u. � �,xi I I��;'��� ; � r`. �s ° „ • d A FIRE SPRINKLER PERMIT Commercial & Residential Fire Alarm shop drawings are required at the time of application submittal and must include the following information: D 1. A Colorado Registered Engineer's stamp or N.I.C.E.T level III (min) stamp I _ 2. Equipment cut sheets of materials I / 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 3 (Suite #) State: CO Zip 80022 sprinkler system - provide residential sprinkler Contact Name: Michael Schirado Contact Phone: 303 - 288 -3901 E -Mail mikes @allstatefireprotection.com Town of Vail Contractor Registra ' n No.: 3705 X Contractor Signature (required) Property Information Parcel* 2101 -08- 258 -025 (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: Office Use: DE.✓ UQ _ 0()o y Project #: WJ G -1 /� — 0 Building Permit #: � ' i0 [ — V --z _>SS Sprinkler Permit #: Lot #: Block# Subdivision: Detailed Description of Work: Connect to shell protection in suite 3 per NFPA 13. (use additional sheet If necessary) Detailed Location of Work: First Floor, Suite 3 Does a Monitored Fire Alarm Exist? Yes ( .,) No ( ) Does a Sprinkler System Exist? Yes (,,) No( ) Work Class: New (,, ) Addition ( ) Remodel ( ) Repair ( ) Retro -Fit ( ) Other ( ) Type of Building: Single - Family ( ) Duplex ( ) Multi- Family ( o) Commercial ( ) Restaurant ( ) Other ( ) Fire Sprinkler $: 4,730 �D Received: ? �14411L FI U� i NIt Approved as Submitted �C Appro as Noted ❑ By: Tide: j usperlioR. 06-5 Date: D - / Q V 1.1 D E SUN 1 2010 Ol- Feb - IO TOWN OF VA Hydraulic Calculations Project Information Project Name: Ramshorn Lodge Condominiums Address: 416 Vail Valley Drive Vail, Colorado Calculation Area: Suite 3 Date 05/25/10 File # Suite 3 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): 114.4 gpm 114.4 gpm @ 95.7 psi 214.4 gpm @ 110.5 psi Notes: SPRINKL DATE: 5/25/2010 F: \DWG \ALL JOB TITLE: Ramshorn Condo - WATER SUPPLY DATA SOURCE STATIC RESID. NODE PRESS. PRESS. TAG (PSI) (PSI) ER SYSTEM STATE \RAI Suite 3 FLOW (GPM) HYDRAULIC ANALYSIS Page 1 4SHORN CONDOS \CALCULATIONS \SUITE 3.SDF - 4 Head Calc AVAIL. TOTAL REQ'D PRESS. @ DEMAND PRESS. (PSI) (GPM) (PSI) S 130.0 125.0 3415.0 130.0 214.4 110.5 Required pressure is 19.4 psi (150) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 214.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 114.4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 17.8 K= 4.90 27.3 25.6 2 18.3 - - - - 28.7 - - - 3 17.8 K= 4.90 28.8 26.3 4 18.3 - - - - 31.1 - - - 5 17.8 K= 4.90 36.8 29.7 6 18.3 - - - - 39.8 - - - 7 18.3 K= 4.74 47.7 32.7 8 18.3 - - - - 49.6 - - - 9 18.3 - - - - 58.3 - - - 10 18.3 - - - - 67.5 - - - 11 18.3 - - - - 68.7 - - - 121 18.3 - - - - 70.6 - - - 122 18.3 - - - - 72.6 - - - 123 18.3 - - - - 78.5 - - - 126 18.3 - - - - 80.2 - - - 127 18.3 - - - - 84.5 - - - 128 18.3 - - - - 86.6 - - - 129 18.3 - - - - 87.2 - - - 130 18.3 - - - - 87.5 - - - 131 9.0 - - - - 92.0 - - - TOR 9.0 - - - - 93.0 - - - BOR 3.0 - - - - 95.7 - - - BFD 3.0 - - - - 95.7 - - - BFS 3.0 - - - - 108.7 - - - UG1 0.0 - - - - 110.4 - - - S 0.0 SOURCE 110.5 114.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 5/25/2010 F: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE 3.SDF JOB TITLE: Ramshorn Condo - Suite 3 - 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 -25.6 0.811 PL 0.50 PF 1.7 1 17.8 4.9 27.3 25.6 15.9 150 FTG E PE -0.2 2 18.3 0.0 28.7 0.0 0.476 TL 3.50 PV Pipe: 2 -25.6 1.055 PL 15.00 PF 2.4 2 18.3 0.0 28.7 0.0 9.4 150 FTG E PE 0.0 4 18.3 0.0 31.1 0.0 0.132 TL 18.00 PV Pipe: 3 -26.3 0.811 PL 0.50 PF 2.5 3 17.8 4.9 28.8 26.3 16.3 150 FTG T PE -0.2 4 18.3 0.0 31.1 0.0 0.501 TL 5.00 PV Pipe: 4 -51.9 1.055 PL 14.67 PF 8.6 4 18.3 0.0 31.1 0.0 19.1 150 FTG E PE 0.0 6 18.3 0.0 39.8 0.0 0.489 TL 17.67 PV Pipe: 5 -29.7 0.811 PL 0.50 PF 3.1 5 17.8 4.9 36.8 29.7 18.5 150 FTG T PE -0.2 6 18.3 0.0 39.8 0.0 0.628 TL 5.00 PV Pipe: 6 -81.7 1.055 PL 8.67 PF 9.8 6 18.3 0.0 39.8 0.0 30.0 150 FTG - - -- PE 0.0 8 18.3 0.0 49.6 0.0 1.130 TL 8.67 PV Pipe: 7 -32.7 1.055 PL 1.50 PF 1.9 7 18.3 4.7 47.7 32.7 12.0 150 FTG T PE 0.0 8 18.3 0.0 49.6 0.0 0.208 TL 9.00 PV Pipe: 8 -114.4 1.291 PL 2.08 PF 8.7 8 18.3 0.0 49.6 0.0 28.0 150 FTG T PE 0.0 9 18.3 0.0 58.3 0.0 0.789 TL 11.08 PV Pipe: 9 -114.4 1.527 PL 14.50 PF 9.2 9 18.3 0.0 58.3 0.0 20.0 150 FTG T PE 0.0 10 18.3 0.0 67.5 0.0 0.348 TL 26.50 PV Pipe: 10 -114.4 2.009 PL 12.83 PF 1.2 10 18.3 0.0 67.5 0.0 11.6 150 FTG - - -- PE 0.0 11 18.3 0.0 68.7 0.0 0.092 TL 12.83 PV Pipe: 11 -114.4 2.203 PL 21.62 PF 1.9 11 18.3 0.0 68.7 0.0 9.6 120 FTG - - -- PE 0.0 121 18.3 0.0 70.6 0.0 0.088 TL 21.62 PV Pipe: 12 -114.4 2.203 PL 8.21 PF 1.9 121 18.3 0.0 70.6 0.0 9.6 120 FTG 2E PE 0.0 122 18.3 0.0 72.6 0.0 0.088 TL 21.81 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 5/25/2010 F: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE 3.SDF JOB TITLE: Ramshorn Condo - Suite 3 - 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 -114.4 2.203 PL 43.75 PF 5.9 122 18.3 0.0 72.6 0.0 9.6 120 FTG ETL PE 0.0 123 18.3 0.0 78.5 0.0 0.088 TL 66.85 PV Pipe: 14 -114.4 2.203 PL 5.75 PF 1.7 123 18.3 0.0 78.5 0.0 9.6 120 FTG T PE 0.0 126 18.3 0.0 80.2 0.0 0.088 TL 19.35 PV Pipe: 15 -114.4 2.203 PL 5.50 PF 4.3 126 18.3 0.0 80.2 0.0 9.6 120 FTG 2ETCG PE 0.0 127 18.3 0.0 84.5 0.0 0.088 TL 49.10 PV Pipe: 16 -114.4 2.203 PL 3.75 PF 2.1 127 18.3 0.0 84.5 0.0 9.6 120 FTG ET PE 0.0 128 18.3 0.0 86.6 0.0 0.088 TL 24.15 PV Pipe: 17 -114.4 3.334 PL 18.67 PF 0.6 128 18.3 0.0 86.6 0.0 4.2 120 FTG 3E PE 0.0 129 18.3 0.0 87.2 0.0 0.012 TL 50.17 PV Pipe: 18 -114.4 3.334 PL 14.00 PF 0.3 129 18.3 0.0 87.2 0.0 4.2 120 FTG E PE 0.0 130 18.3 0.0 87.5 0.0 0.012 TL 24.50 PV Pipe: 19 -114.4 3.334 PL 29.79 PF 0.5 130 18.3 0.0 87.5 0.0 4.2 120 FTG E PE 4.0 131 9.0 0.0 92.0 0.0 0.012 TL 40.29 PV Pipe: 20 -114.4 3.334 PL 35.75 PF 1.0 131 9.0 0.0 92.0 0.0 4.2 120 FTG 4EL PE 0.0 TOR 9.0 0.0 93.0 0.0 0.012 TL 82.25 PV Pipe: 21 -114.4 4.310 PL 7.00 PF 0.1 TOR 9.0 0.0 93.0 0.0 2.5 120 FTG T PE 2.6 BOR 3.0 0.0 95.7 0.0 0.003 TL 34.90 PV Pipe: 22 -114.4 4.310 PL 1.00 PF 0.0 BOR 3.0 0.0 95.7 0.0 2.5 120 FTG - - -- PE 0.0 BFD 3.0 0.0 95.7 0.0 0.003 TL 1.00 PV Pipe: 23 FIXED PRESSURE LOSS DEVICE BFS 3.0 0.0 108.7 0.0 13.0 psi, 114.4 gpm BFD 3.0 0.0 95.7 0.0 Pipe: 24 -114.4 4.095 PL 42.00 PF 0.4 BFS 3.0 0.0 108.7 0.0 2.8 140 FTG 4ET PE 1.3 UG1 0.0 0.0 110.4 0.0 0.003 TL 128.50 PV Pipe: 25 -114.4 6.275 PL 224.00 PF 0.1 UG1 0.0 0.0 110.4 0.0 1.2 140 FTG 5E PE 0.0 S 0.0 SRCE 110.5 (N /A) 0.000 TL 334.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 5/25/2010 F: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE 3.SDF JOB TITLE: Ramshorn Condo - Suite 3 - 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 0.002 gpm and a maximum imbalance at any node of 0.054 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 30.0 ft /sec at pipe 6. (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: 5/25/2010 F: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE 3.SDF JOB TITLE: Ramshorn Condo - Suite 3 - 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 U r p 0 W a, rx w M M�D rx w - a H SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 5/25/2010 F: \DWG \ALL STATE \RAMSHORN CONDOS \CALCULATIONS \SUITE 3.SDF JOB TITLE: Ramshorn Condo - Suite 3 - 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 ----------------------------------------------------------------------- 7 4.90 7.00 0.811 0.50 E 3.50 150.00 4.74