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Home My WebLink AboutFIR2005-00047 Fire Sprinkler System - FIR Permit / Conditions - 1/25/2006 MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Inspection Line(360)427-7262 i Phone: (360)427-9670,ext.352 Mason County Bldg. 3 426 W. Cedar P.O. Box 186 Shelton, WA 98584 1� FIRE PROTECTION PERMIT FIR2005-00047 APPLICANT: RAYMOND BEDFORD RECEIVED: 12/7/2005 CONTRACTOR: LICENSE: EXP: ISSUED: 1/25/2006 SITE ADDRESS: 251 E GREAT BEND DR UNION EXPIRES: 7/25/2006 PARCEL NUMBER: 322314290124 LEGAL DESCRIPTION: TR 12-D OF GOVT LOT 2 PCL 1 OF BLA#01-93 AF#1742561 PROJECT DESCRIPTION: Fire sprinkler system GENERAL INFORMATION System Information Type of Use: RES Sprinkler Heads: Audible Switches: Pull Stations: Fire District: 6 Flow Switches: Visual Devices: Door Releases: Hood&Duct?: N Pressure Switches:: Smoke Detectors: Duct Detectors: Dry Chemical?: N Zones: Heat Detectors: Wet Chemical?: N Sprinkler?: Y Standpipe?: Y SQUARE FOOTAGE FEES Monitoring Company: none First Floor: 1,739.00 Type Amount Due Amount Paid Monitoring Phone No.:() _ Second Floor: Sprinkler System Permit F $100.00 $100.00 Auto Fire Alarm?:N Third Floor;: Total: $100.00 $100.00 OrIR2005-00047 Please refer to the following pages for conditions of this permit. Page 1 of 3 CASE NOTES FIR2005-00047 CONDITIONS FOR FIR2005-00047 1.) A sprinkler head is to be added to the bathroom, it appears to have been missed. X G A six inch electric bell 120V is to be placed on the exterior road side of the structure to indicate water flow. X C A witnessed hydro test is required, contact the Mason County Fire Marshal Office @ 360-427-9670 ext 273 to schedule a test. X A witne d cket test is required to ensure adequate pressure and volume. Contact MCFMO @ 360-427-9670 ext 273 to schedule the test. X A sprinkler insulation tenting inspection can be performed simultaneously with the bucket test. X_ A final inspection is required after trim out and includes the bell test. Contact the MCFMO @ 360-427-9670 ext 273. X With the addition of the above items, the plans are approved as submitted. X� 2.) PURSUANT TO 1997 UNIFORM BUILDING CODE, ALL SITES MUST HAVE APPROVED NUMBERS OR ADDRESSES PROVIDED IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. MASON COUNTY BUILDING DEPARTMENT REQUIRES THAT THIS BE COMPLETED PRIOR TO CALLING FOR ANY SITE INSPECTIONS. A REINSPECTION FEE, BASED ON RATES AS ADOPTED BY THE JURISDICTION AND THE 1997 UNIFORM BUILDING CODE WILL BE ASSESSED IF OWNER/CONTRACTOR FAILS TO PO�;;ESS ON SITE PRIOR TO REQUESTING INSPECTIONS. X This permit becomes null and void if work or construction authorized is not commenced within 180 days, or if construction or work is suspended for a period of 180 days at any time after work is commenced. Evidence of continuation of work is a progress inspection within the 180 day period. Final inspection must be approved before building can be occupied. Proof of continuation of work is by eans of a progress inspectio .The owner or the agent on the owners behalf, represents that the information provided is accurate and grants employees of Mason County access t h above descrit�ed propert nd str ture for review and inspection. A OWNER OR AGENT: DATE: •rr'IR2005-00047 Please refer to the following pages for conditions of this permit. Page 2 of 3 m CONCRETE Gas PWng MANUFACTURED HOME Oo X - interior-Date By - m C Footings/Setbacks FadOrror_Date By Ribbons fi O 6 Date, INSULATION Date By ;0O Foundation Walls Set-up 0 O BG!SLAB INSULATION 4 Dato By Date By Date By > D FRAMING Floors FIRE DEPARTMENT 9 Date By Date BY Q Owe By Walls _ ` Z PLUMBING gate By DECKS p -------- Date By Groundwork Vault TANKS Date By Date By Date By Attic 1 D.w.v Date By OTHER Date By DRYWALL Type- Date By Water Line Date By Type: Date By Mt.Brace Wall Date By -n MECHANICAL Br FINAL INSPECTIONFire seperabon c Date BY Date By Date By o CD o Pass or Request Inspect. o Type of Insp. Fail Date Date Done By Comments 81 0 0 0 d 0 N O n 0 7 C. O 0 n 3 N (Q CD W O W FIRESHIELD INC. PO BOX 2389 GIG HARBOR, WASHINGTON 98335 HYDRAULIC CALCULATIONS FOR FILE BEDFORD RESIDENCE 251 E. GREAT BEND DRIVE Copy UNION, WA 98592 d� FILE NUMBER: BEDFORD DATE: DEC 5, 2005 -DESIGN DATA- OCCUPANCY CLASSIFICATION: NFPA-13D DENSITY: NFPA-13D AREA OF APPLICATION: NFPA-13D COVERAGE PER SPRINKLER: 324 SQ.FT. (18xl8) NUMBER OF SPRINKLERS CALCULATED: 2 SPRINKLERS TOTAL SPRINKLER WATER FLOW REQUIRED: 40. 1 GPM TOTAL WATER REQUIRED (including hose) : 40. 1 GPM FLOW AND PRESSURE (@ STREET) 40. 1 GPM @ 41. 9 PSI SPRINKLER ORIFICE SIZE: K=4 .20 NAME OF CONTRACTOR: FIRESHIELD DESIGN/LAYOUT BY: MOREN AUTHORITY HAVING JURISDICTION: MASON COUNTY FIRE BLrPT'M�� 'S o�PicC CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 425D138) HRS SYSTEMS, INC. ATLANTA, GA r`C\ay`•ke Certiti �tP RFS/ h el r i 1 o 4 R oren Jrs 66o \ V at .e it ,o t ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 12/5/2005 D: \_PROJECT FILES\OLDER FILES\HASS DATA\BEDFORD.SDF JOB TITLE: BEDFORD HOUSE WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ' D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 50. 0 49. 0 30. 0 48 . 3 40. 1 41 . 9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 40. 1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0. 0 GPM OTHER HOSE STREAM ALLOWANCES 0. 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 40. 1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 9. 0 K= 4 .20 22 .7 20.0 2 9. 0 - - - - 23.2 - - - 3 9.0 K= 4 .20 22 .8 20. 1 4 9. 0 - - - - 24 .2 - - - 5 9. 0 - - - - 26.2 - - - 6 9. 0 - - - - 29. 6 - - - 7 2 . 0 - - - - 35 . 4 - - - 8 2 . 0 - - - - 38 . 5 - - - 9 1 . 0 - - - - 40.7 - - - SOURCE 0. 0 SOURCE 41. 9 40. 1 ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 12/5/2005 D: \_PROJECT FILES\OLDER FILES\HASS DATA\BEDFORD.SDF JOB TITLE: BEDFORD HOUSE 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 13. 5 1. 000 PL 26.00 PF 1 . 5 4 9. 0 0.0 24 .2 0. 0 5. 5 150 FTG E PE 0. 0 1 9. 0 4 .2 22. 7 20. 0 0. 053 TL 28 .39 PV Pipe: 2 -27 . 9 1. 000 PL 4. 10 PF 2 .0 4 9. 0 0.0 24 .2 0. 0 11. 4 150 FTG T PE 0. 0 5 9. 0 0.0 26.2 0. 0 0.201 TL 10.09 PV Pipe: 3 -6. 5 1 . 000 PL 36.80 PF 0. 5 1 9. 0 4 .2 22.7 20. 0 2 . 7 150 FTG E PE 0. 0 2 9. 0 0.0 23.2 0.0 0. 014 TL 39. 19 PV Pipe: 4 5.7 11.000 PL 28 . 10 PF 0.4 2 9. 0 . 0. 0 23.2 0. 0 2 .3 150 FTG 2ET PE 0.0 3 9. 0 4 .2 22 .8 20. 1 0. 010 TL 38. 87 PV Pipe: 5 -14 . 4 1. 000 PL 17. 10 PF 1. 4 3 9. 0 4 .2 22 .8 20. 1 5. 9 150 FTG T PE 0 .0 4 9. 0 0. 0 24 .2 0. 0 0. 059 TL 23. 09 PV Pipe: 6 -12 .2 1. 000 PL 58.30 PF 3 .0 2 9. 0 0. 0 23.2 0.0 5 . 0 150 FTG 2ET PE 0. 0 5 9. 0 0.0 26.2 0.0 0.043 TL 69.07 PV Pipe: 7 -40. 1 1.000 PL 4 . 00 PF 3 . 5 5 9. 0 0. 0 26.2 0. 0 16. 4 150 FTG 2E PE 0. 0 6 9. 0 0. 0 29. 6 0. 0 0. 393 TL 8 .79 PV Pipe: 8 -40. 1 1. 000 PL 7.00 PF 2 .7 6 9.0 0. 0 29. 6 0. 0 16. 4 150 FTG ---- PE 3. 0 7 2 . 0 0. 0 35. 4 0.0 0.393 TL 7 . 00 PV Pipe: 9 FIXED PRESSURE LOSS DEVICE 8 2 .0 0.0 38 .5 0. 0 3. 1 psi, 40. 1 gpm 7 2 . 0 0. 0 35 . 4 0. 0 Pipe: 10 -40. 1 1. 000 PL 2 . 00 PF 1. 7 8 2 .0 0. 0 38 . 5 0. 0 16. 4 150 FTG E PE 0. 4 9 1.0 0. 0 40.7 0.0 0.393 TL 4. 39 PV Pipe: 11 -40. 1 1. 000 PL 2 . 00 PF 0. 8 9 1. 0 0. 0 40.7 0.0 16. 4 150 FTG ---- PE 0. 4 SOURCE 0. 0 SRCE 41. 9 (N/A) 0. 393 TL 2 . 00 PV Y SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 12/5/2005 D: \_PROJECT FILES\OLDER FILES\HASS DATA\BEDFORD.SDF JOB TITLE: BEDFORD HOUSE NOTES: (1) Calculations were performed by the HASS 7 .7 computer program under license no. 49040138 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0. 006 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 16. 4 ft/sec at pipe 11. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD. PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 1. 049 2 . 00 5. 00 2.00 5. 00 6. 00 1 . 00 10 . 00 10. 00 5 . 00 W H C1] ' WATER SUPPLY ANALYSIS • Static: 50.00 psi Resid: 49.00 psi Flow: 30.0 gpm y �-, 60.0 LEGEND � .. cn Available pressure N 1 48.29 psi @ 40.1 gpm d o Required pressure 'xj v' O 50.01 2 41.91 psi @ 40.1 gpm d A. Source Supply Curve G B. System Demand Curve O En (n � U 2 to 0 H •• z G 40.0 �� r E ro o P R n En r-3 H E 30.0 3 S H S K U i W R E 20.0 H x � ( H z p r S cn .0 i 10.0 x H � � En m d H 0.0 B UD en ty ro O da . w cn m d ro cn -14.7 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 12/5/2005 D: \_PROJECT FILES\OLDER FILES\HASS DATA\BEDFORD.SDF JOB TITLE: BEDFORD HOUSE WATER SUPPLY CURVE 60+ I I I 55+ I I i 50* 0 <-49. 0 psi @ 30 gpm Flow Test Point I 45+ x I P 40+ R I E S i S 35+ U I R I E I 30+ ( I P I S I I 25+ I I I 20+ I I I 15+ I I 10+ LEGEND " I X = Required Water Supply " 41. 91 psi @ 40. 1 gpm 5+ " 0 = Available Water Supply 48. 29 psi @ 40. 1 gpm " I 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM)