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Permit#: K2311-016 <br /> Site Address: 1105 13th St <br /> Applicant: Mark Stevens <br /> ABBREVIATIONS SYMBOL LEGEND SPRINKLER LEGEND Application Date: 11/30/2023 GENERAL NOTES <br /> Description: Adding 2 Fire Sprinklers to new rooms � <br /> Review Date: 12/04/2023 <br /> ADJUST SPRINKLER TEMPERATURES AS REQUIRED PER NFPA 13,2016 PARAGRAPH 8.3.2 Z <br /> ADJ Adjust ableLL <br /> 1. The system design and installation shall comply with NFPA 13,2022 F <br /> AFF Above Finished Floor ` �►, edition, and the Authority Having Jurisdiction. LL o <br /> AHJ Authority Having Jurisdiction H <br /> �T/" <br /> ANSI American National Standards Institute SYMBOL MODEL S.I.N. K-FACT ORIFICE N.P.T. FINISH TEMP. TOTAL COMMENTS <br /> EVERETT m <br /> AS Automatic Sprinklers Existing Sprinkler On Line Everett Fire Dept.Permit Review 2. Hazard classification: — <br /> ASME American Society of Mechanical Engineers ® EXISTING UPRIGHT SPRINKLER - 5.6 1/2" 1/2" BRASS 200' - Status:Approved Existing System was classified as Ordinary Hazard Group 1 and calculated at a d <br /> ASR Automatic Sprinkler Riser • VICTAULIC FL-QR PENDENT SPRINKLER V2708 5.6 1/2" 1/2" WHITE RECESSED 200' 2 Reviewed By:KBruwn .15 gpm/sf over the most remote 1500 sf. ~' <br /> ASTM American Society for Testing and Materials 12/04/2023 1:53:23 ILL L W <br /> ATR All Thread Rod • Pendent Sprinkler on 1"Drop-New PM L! <br /> AUX Auxiliary 0 Tenant Improvement-Retail-Ordinary Hazard Group 1 v) <br /> AV Alarm Valve N wAPPROVED = <br /> =Z Pipe Diameter(inches) SPRINKLER TOTALS: 2 <br /> AWS American Welding Society � IY2 PUBLIC WORKS DEPARTMENT 3. Provide spare sprinklers at existing head cabinet with wrenches. � <br /> BE, Below Beam J New Sprinkler Branchline-New BY:THerman o <br /> BD Below Deck O Z 5-O Pipe Length(feet-Inches) DATE:12/14/2023 w <br /> o CITY OF EVERETT REVIEWED FOR PERMIT 4. All threaded piping to be Eddy-Thread black steel pipe. <br /> BFP Backflow Preventor (]_ 4 W i <br /> BFV Butterfly Valve Z New Sprinkler Main-New , w <br /> W o 5-0 5. Fittings shall be class 125 threaded cast iron ANSI 816.4. W <br /> BJ Below Joist V W <br /> BL Branchline �a HANGER DETAILS N <br /> BLDG Building p 21 —(1k)— Sprinkler Piping-Existing 6. All threaded pipe and fittings shall have threads cut to ANSI/ASME standard Z w <br /> BOR Base Of Riser Q 0Lu LI_ 81.20.1. O <br /> BR Brass = d o <br /> CH Chrome w¢ <br /> W 7. All pipe welding shall be in compliance with the requirements of AWS B2.1 Y <br /> of Cast Iron w w � Change in Pipe Elevation MAXIMUM DISTANCE BETWEEN HANGERS HANGER ROD SIZES p P 9 P q <br /> CL CenterlineN N (standard for building service piping). <br /> NOMINAL PIPENOMINAL PIPE Lu i <br /> COJ Cut On Job SIZE 3/4.. 1" 1-1/4"1-1/2" 2" 2-1/2" 3" 4" 3/4" 1" 1-1/4"1-1/2" 2" 2-1/2" 3" 4• <br /> (in.) SIZE(in.) p <br /> COL Column 8. All piping shall be earthquake braced as outlined in NFPA 13 2019. w <br /> CONC Concrete ® System Riser STEEL PIPE EXCEPT STEEL PIPE EXCEPT ui¢ <br /> N/A 12-0 12-0 15-0 15-0 15-0 15-0 15-0 N/A 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" <br /> COUP Coupling THREADED LIGHTWALL THREADED LIGHTWALL O¢ <br /> OPVC Chlorinated Polyvinyl Chloride 9. Electrical wiring and any painting of the pipe that may be required shall be by _LLL <br /> ?o <br /> CSP Combination Standpipe THREADED LIGHTWALL N/A 12-0 12-0 12-0 12-0 12-0 12-0 12-0 THREADED LIGHTWALL N/A 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" 3/8" Others. <br /> STEEL PIPE STEEL PIPE <br /> CSR Coach Screw Rod f Branchline Hanger Location Z <br /> CTR center See Hanger Detail for Additional Info CPVC PIPE 5-6 6-0 6-6 7-0 a-D 9-0 10-0 N/A 10. All piping is to be hydrostatically tested at 200 psi minimum,for a period not less <br /> CV Check valve LOCK than two hours. <br /> LO <br /> DCV Detector Check Valve —NUT REQ'D y V N Lo C14 <br /> DI Ductile IronIz Hydraulic Reference Point T" M <br /> ON Down �A 11. Scope of Work: Provide 2 pendent sprinklers in 2 new rooms,piped from existing W U 00 ao Lo <br /> DSP Dry Standpipe I system. tV M Z <br /> EC Existing <br /> nded Coverage :71 <br /> JA Q Co <br /> tiELEV Elevation Grooved CouplingELL Elbow Fitting TOLCO VIEW A-A LU LLEOB Earthquake Brace RETAINTOLCO FIG. 65 <br /> Y v � <br /> EXP Exposed STRAP BEAM CLAMP � � C M <br /> LILI Q � <br /> Grooved Cap TOP TRUSS > J p Q O <br /> F Flanged CHORD <br /> FDC Fire Department Connection N Q Z fY <br /> FH Fire Hydrant Q <br /> FHC Fire Hose CabinetQ = Q V <br /> Threaded Ca TOLCO FIG. 100 LV Y = <br /> FHV Fire Hose Valve p ALL THREAD ROD M H rn Q J <br /> FUR Floor <br /> FM Factory Mutual Research <br /> POW FBceOfWall FLEXIBLE SPRINKLER DROP INFORMATION p <br /> FP Fire Protection <br /> FS Flow Switch <br /> FT Foot 200 <br /> FTO Field To Order ADJUSTABLE <br /> FIG.STABLE RR <br /> ADJUING <br /> G Grooved �� _ <br /> HANGER <br /> GA Gauge ♦^ <br /> GALV Galvanized �✓" FLEXHEAD SPRINKLER DROP v <br /> GB Glass Bulb <br /> CORRUGATED STAINLESS STEEL <br /> GOE Groove One End HANGER #2 (// <br /> HOSE WITH STAINLESS STEEL <br /> GP Groove-oer TOP BEAM CLAMP, ROD, AND RING BRAID - SEE BELOW FOR MAX. J <br /> GPM Gallons Per Minute FLEXDROP LENGTH <br /> GRC Grooved Reducing Coupling M <br /> GV Gate Valve W <br /> HDI HIM Drop-in Anchor <br /> HSW Horizontal Sidewall ADJUSTABLE NUB <br /> HT Height <br /> HV Hose valve A/1 / ^ MULTI-PORT BRACKET <br /> ID Inside Diameter I L 13 <br /> MECH Mechanical <br /> MJ Mechanical Joint <br /> MRA Most Remote Area <br /> MT Mechanical Tee <br /> NFPA National Fire Protection Association LU <br /> NIC Not In Contract <br /> NO Number <br /> NPT National Pipe Thread `CEILING <br /> W LU <br /> NTS Not To Scale Q� <br /> OC On Center W <br /> OD Outside Diameter <br /> OH Ordinary Hazard RE LOCATE EXISTING MAIN DRAIN PIPING <br /> OS&Y Outside Screw&Yoke C PENDENT SPRINKLER <br /> rLU Q <br /> P Plain End THE MAXIMUM FLEXHEAD LENGTH IS 36" <br /> PIV Post Indicator Valve <br /> PL Property Line al _ LU <br /> POC Point Of connection RESTROOM EXISTING MAIN PIPING U. <br /> Z <br /> PRV Pressure Regulating Valve1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br /> PS Pressure Switch <br /> PSI Pounds Per Square Inch 1 1 O LU W <br /> PVC Polyvinyl Chloride 1-6-�. 1-6 <br /> OR Quick Response —(2) —C2) C2) C2) (B) I C ) E LU <br /> — <br /> RES Residential _7 N <br /> RN Riser Nipple Z <br /> Sea Side Beam Bracket EXISTING LINE PIPING <br /> SCH Schedule <br /> SHT Sheet I O Q <br /> SP Standpipe EXISTING UPRIGHT SPRINKLERS 2 x I MECHANICAL TEE <br /> SPK Sprinkler <br /> SO Square <br /> SR Standard Response - <br /> SSP Standard Spray Pendent ' <br /> SSU Standard Spray Upright f t <br /> ARFA <br /> SW Switch I fI <br /> T Thread - O I =-.,-�, OF WORK <br /> TEE Tee Fitting _ �' - - <br /> TLW Threaded Lightwall N +, .TOE Thread One End / / \ - --- <br /> TOR Top Of Riser 1— I , `%\ L <br /> TW Thlnwall <br /> TVP Typical <br /> (E)DECK,20 6A06E VERGO <br /> 17"HB5-36 w/5HEARTRANZ — --- --f-- -� <br /> w/SIDE LAP GONNEGTION. ��] j I I! <br /> BUTTON PUNGH @ 24'O.G.8 REVISIONS <br /> (1)HELD5 PER SHEET TO 4" CONCRETE ' <br /> SUPPORTS� b b 1 ! 1 b d 1 ! d 1 1 1 1 <br /> SLAB-10N-GRADE <br /> 0 <br /> TENANT IMPROVEMENT PIPING PLAN KEY PLAN <br /> SCALE:1/4' 1'-0' NOT TO SCALE A <br /> SHEET TITLE <br /> FIRE PROTECTION <br /> -------N--------WASHIGTON STATE — <br /> CERTIFICATE OF COMPETENCY DATE:NOVEMBER 08,2023 <br /> FIRE PROTECTION SPRINKLER SYSTEMS FILE:33250 <br /> Eric A Price 11/08/23 <br /> 3OUTIN 087 Level Date FP-1 <br /> Southeast Fire Protection <br /> SOUTHFP879NRExplro• <br /> Eri C'Pri c2 12 91/29 <br /> Signature 0F1 <br />