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HomeMy WebLinkAboutFIR2024-00028 - FIR Inspections - 10/21/2024 STAND-ALONE 13-D SPRINKLER SYSTEM INSPECTION REPORT FIR ADDRESS FIRM �r��F� ROUGH-IN/HYDRO INSPECTION Inspector ns Date 1 . Piping Installed per approved plans? Yes ✓/No 2. If "No" did the plans deviate enough to require "As Builts"? Yes No 3. Hydro test (At normal operating pressure for 2 hours) 11.2.1.1 Start datel�011 End date iaLi 4. Are hangers sufficient to secure pipe? 7.4 Yes ✓ No 5. Is attic piping tented with insulation (min R-15)? 7.7 it/�/� P, �) Yes No 6. If required, did Bucket Test deliver GPM needed? Ye--S� Heads 1) i/ (2) tD NA 7. Hydro/Rough-In Inspection Passed Yes No Date Corrected Comments. /,g'4�� u:.1 .hr,441 /i If/io;E� 41 �o FINAL INSPECTION Date Inspector /ems//r 1 . Spare Heads & Wrench with BOX (2 of each when 2 or more are used) Yes ✓ No 2. Main drain (min '/2") valve present? 7.2.1 (6,,/// Q,,. Yes ✓ No 3. Concealed head covers removed (only req. if ceiling is painted)? Yes No NA 4. Shut-off valve controls domestic 7.1.1(Only if interconnected)? Yes No N/A ✓ 5. Does shut-off valve have required sign? 6..3.4 Yes ✓ No (Permanent metal"Sprinkler System Shut-off Valve") 6. Is shut-off valve "locked" in open position w/zip-tie? Yes No 7. Heads unobstructed by lights, ceiling fans, beams, etc. Yes v1 No 8. "Calc" plate present with required pressures/K-factor? Yes No 9. Pass Final Inspection Yes No If no, pass date Comments. Page of CALCULATION WORKSHEET Contractor Phone Job Location ��M Begin Node O End Node 0//) Flow in GPM Pipe TypelSize FITTINGS & PIPE Quantities ftlequiv. Total 90 El = Start Pressure.............................. ?8 T-Bend - Loss to Elev. ft.x.434 T-Run Pressure Loss to Flow Switch ` Coupling - Pressure Loss to Water Meter s = �.? )r/&Ms-1p/Z Total Fitting Length ZZ i Total Pipe Length 7 f/i,,, 13- (1in w �Ccssv/��i4' Subtotal Zb x (factor) fvvnA &Irr*/ - fress 5v,rd Total Node Pressure Loss 3A31� Proceed to Next Node n �'/�"� `��`S� Ps� ZJrl�'A'►� Begin Node O End Node 0 Flow in GPM Pipe Type/Size FITTINGS & PIPE Quantities ft/equiv. Total 90 El = Start Pressure T-Bend Loss to Elev. ft.x.434 = T-Run - Pressure Loss to Flow Switch Coupling = Pressure Loss to Water Meter Total Fitting Length Total Pipe Length Subtotal x (factor) _ Total Node Pressure Loss Page of CALCULATION WORKSHEET Contractor h/L /«/ Phone Z-569'Zv-d4V Job Location ;ZV Mf Begin Node End Node O Flow in GPM /Z Pipe Type/Size FITTINGS & PIPE j/Sx/S Quantities ft/equiv. Total 90 El = Start Pressure............................ T-Bend — Loss to Elev. ft.x.434 = T-Run = Pressure Loss to Flow Switch Coupling = Pressure Loss to Water Meter Total Fitting Length 9 Total Pipe Length 0 Subtotal x l/ Z�y =(factor) Total Node Pressure Loss Prpqeed to Next Node Begin Node 0 End Node Flow in GPM Z`' Pipe Type/Size FITTINGS & PIPE Quantities ft/equiv. Total 90 El = Start Pressure 16• T-Bend Loss to Elev. ft.x.434 = T-Run — Pressure Loss to Flow Switch c3 2 Coupling = Pressure Loss to Water Meter Total Fitting Length y. Total Pipe Length 33- s 23'U Subtotal 77S x ,095.E (factor) = 7y r-7385, �/ Total Node Pressure Loss 2� Hydra u{ic Overview Job Number:1 V Report Description: Job aae Numoei oeJgnACer 1 QUE CARTER Ja0 Nrna: Pima Swan Residence (360)-250-0441 sraee Caemomnuaeaea Numeer - 251 NE YEW TREE LANE 8469-0109-BG Adtlreae2 Tahuya,WA Mason County Pdtlreu 3 JOD SitalSuilding 98588 System oensh area or nppiwoon 0.05gpm/ft2 225ft2 xws<oamann,q SPrk,kier oam Haas streams 3 K-Factor 12.00 at 16.000 0.00 Coverage Par Smnkka Number p8prk 1—Cala"W 225f 2 4 0 System Reeeun DsrreM _- __ — Sy—F Dement - 23.530 48.22 Total Demand Prasaua P-11 — -- -- — — — - — - — — 48.22 @ 23.530 +16.470(41.2%) Supplies Check Point Gauges Node Name Flow(gpm) Hose Flow(gpm) Static si Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(gpm) 2 Water Supply 50.00 40.000 40.000 1 Water Supply 50.00 40.000 40.000 f0*0045 am a wow wwow Wf M w wr woo w w 0 mom %"MI OT"STAYS �j CORTURCAT9 01"COUJI nWCY I I=&V§WOQLR SYSTUN ,some A Caftr 8488'f 011-M Love 2 � cat RM arawaw",we COMM u¢ f I f 2024 ; Swan residence Water Supply at Node 2(50.00,0.00,40.000,40.000) 50 45 Static Pressure 40.000 40 24.11 40.000 35 50.00 @ 40.000 30 a 25 fn a 20 24.11 23.530 k I I 15 dtl ®o System demand curve ® 10 5 0 ti 12 18 24 30 36 42 48 54 60 Water flow,gpm ,k.,,©M.E.P.CAD AutoSPRINK 2023 v18.1.40.0 8/7/2024 7:28:35PM Page 1 Il� Hydraulic Summary Job Number: 1 Report Description: Job ; Joo D-Q., 1 JACQUE CARTER JOb Nama: -- - SIM cr -NanEar Swan Residence 8469-0109-BG Add—i - 251 NE YEW TREE LANE Mason County Add 2 -- Tahuya,WA Add,aaa3 -- - -- - - - - - - Dravrinp Nama - 98588 Swan residence System Remote Area(s) Moei Tema-,spookier D- 0—p•'+o@' 3 K-Factor 12.00 at 16.000 Residential Manually Flowing Hoax Aka.-M S.- ppyiM _ - AM OFApplCOM 0.00 0.05gpniff 225ft= Add ,l SWPIW Nuabar Of SPWd-Cs4Med Numbv Of XOmn GCUIWAd COkara"Par Swkww Node Flow(gpm) 4 0 2251t2 AubPaek Raauds:Peasu,a Far Pa A,sels)Ad)aanf 7bIII Ftwft Ana 71 b Hose Streams 0.00 Sya Floe Demand Tofal Wahx ReQu,ed(IrcNtlinx Hoaa Albwarca) 48.22 48.22 Maakr Prasaura U,Wlbn In Lo" 0.000 Maximum WocityAbwa G-d -- - 8.12 between nodes 1 and 110 Maaknun VW. yonder Gw --- - -. V.-capably of Wel Pipes - - Vduma p p-y of Dry Pipes 6.01 gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name pm) (psi) (psi) (psi) (gpm) (psi) (psi) 2 Water Supply 40.000 40.000 50.00 40.000 24.11 23.530 16.470 1 Water Supply 40.000 40.000 50.00 40.000 24.11 23.530 16.470 Contractor Conbadpr Nu-- 21 JACQUE CARTER OWNER Name of Dmbaamr: Ph- EtlsrMM CAPITOL FIRE PROTECTION 360-250-0441 Addax 7 - FAX - 9800 KIMMIE STREET SW TUMWATER,WA DESIGN@CAP-FIRE.COM AdMm 3 - - _ WaRSb 98512 WWW.CAP-FIRE.COM �,®M.E.P.CAD AutoSPRINK 2023 v18.1.40.0 8/7/2024 7 28:36PM Page 2 to ` Hydraulic Graph Job Number:1 +� Re ort Description. Water Supply at Node 2 50 — 45 Static Pressure 40.000 40 24.11 40.000 50.00 40.000 35 30 Z O_ N� 25 N a 24.11 @ 23.530 20 15 System demand curve 10 5 0 0 6 12 18 24 30 36 42 48 54 60 Water flow,gpm "raNk Grape Water Supply at Node 2 Slatt:Prassraa 40.000 Resieual:Pressure A­ MNa F—Q 2e PSI: 40.000 @ 50.00 inf A-dable Pressure at Sysb Dem 40.000 @ 24.11 Rap—P -al S»—Damara 23.530 @ 24.11 23.530 @ 24.11 &0 M.E.P.CAD jfi AutoSPRINK 2023 v18.1.40.0 8/7/2024 7:28:37PM Page 3 Hydraulic Graph Job Number:1 Report Description Water Supply at Node 1 50 45 Static Pressure 40.000 40 24.11 @ 40.000 50.00 @ 40.000 35 30 N ,z 25 w Zn a` 24.11 @ 23.530 20 15 System demand curve 10 5 0Lij0 6 12 18 24 30 36 42 48 54 60 Water flow,gpm Hydr"wGr"h Water Supply at Node 1 Smee:Prwu. - - - -- ---_ -- -- 40.000 Residual:Pnasunr Availed.FI—@ 20 PSI: 40.000 @ 50.00 inf Available Prbr.a at SyaMn DwrwW -- 40.000 @ 24.11 P--Pnaaae r sy-D—I 23.530 @ 24.11 RpuYed Reea.e r 9yaMn Oenrd lasrdv911oea Al.wenn r Sauml _ 23.530 @ 24.11 &@ M.E.P.CAD IM AutoSPRINK 2023 v18.1.40.0 8/7/2024 7 28:37PM Page 4 4 Summary Of Outflowing Devices Job Number:1 ." Report Description: Actual Flow Minimum Flow K-Factor Pressure Device pm pm K (psi) Sprinkler 104 12.11 12.00 3 1 16.291 Sprinkler 105 12.00 12.00 3 16.000 Sprinkler 110 12.11 12.00 3 16.291 Most Demanding Sprinkler Data ©M.E.P.CAD i fl AutoSPRINK 2023 08.1.40.0 8/7/2024 7:28:38PM Page 5 t Node Analysis Job Number:1 Report Description. Node Elevation Foot Fittings Pressure(psi) Dischar e m 1 4'-0 S 23.530 24.11 2 4'-0 S 23.530 24.11 104 8'-0 S r-16.291 ,Tr 1'-0 16.291 12.11 105 8'-0 S r-16.000 16.000 12.00 110 8'-0 1 S r-16.291 ,Tr 1'-0 16.291 12.11 ©M.E.P.CAD 41JAutoSPRINK 2023 08.1.40.0 8/7/2024 7:28:38PM Page 6 Hydraulic Analysis Job Number:1 Report Description: Pipe Type Diameter Flow -,Velocity_____ HWC _ Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length o•••••Route 1..... BL 1.1010 12.00 4.04 150 0.026445 10'-0 Pf 0.291 111 81-0 12.00 3 16.000 Sprinkler, 1'-0 Pe 110 8'-0 16.291 Tr(l'-0) ll'-0 Pv BL 1.1010 24.11 8.12 150 0.096135 33'-3 Pf 5.505 110 8'-0 12.11 3 16.291 Sprinkler, 24'-0 Pe 1.734 1 4'-0 23.530 3Tr(l'-0),3E(7'-0),S 57'-3 Pv 0.00 Hose Allowance At Source 1 48.22 io•••••Route 2••••• BL 1.1010 12.00 4.04 150 0.026445 10'-0 Pf 0.291 105 8'-0 12.00 3 16.000 Sprinkler, V-0 Pe 104 8'-0 16.291 Tr(1'-0) ll'-0 Pv BL 1.1010 24.11 8.12 150 0.096135 33'-3 Pf 5.505 104 8'-0 12.11 3 16.291 Sprinkler, 24'-0 Pe 1.734 2 4'-0 23.530 3Tr(l'-0),3E(7'-0),S 57'-3 Pv Estuhilent Pule' I einglihs tiJalves MW Fiffings,(C=120 only): C Vallue WiltIpW2,. Actual Inside Diameter 4.87 Value Of C =( Factor 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter > Multiplying Factor 0.713 1.16 1.33 1.51 ©M.E.P.CAD 41AutoSPRINK 202308.1.40.0 8/7/2024 7:28:39PM Page 7 4 9",1 1 Hydraulic Analysis Job Number:1 Report Description: Pipe Type Diameter Flow_ Velocity HWC __ Friction Loss Length lPressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain BaIV Ball Valve DR Drop Discharge gpm BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FIR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple DeIV Deluge Valve SN Swing Nipple Pt Total pressure at a point in apipe 9 PP DPV Dry Pipe Valve SIP Sprig Pn Normal pressure at a point in a pipe E 90°Elbow ST Stand Pipe Pf Pressure loss due to friction between points EE 45°Elbow UG Underground Pe Pressure due to elevation difference between indicated Eel 11'/�Elbow points Ee2 22'/�Elbow Pv Velocity pressure at a point in a pipe f Flow Device Id Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap �1,©M.E.P.CAD AutoSPRINK 2023 vl8.1.40.0 8/7/2024 7:28:39PM Page 8 Bulletin 135 April 2021 Rel O Model F1 Res Series Glass Bulb Residential Sprinklers cULus Listed Features Important Note: Model D wrench and Model GFR2 wrench are no longer compatible with this product. Model W2(non- Available in pendent and horizontal sidewall orientations us Listed Residential Sprinklers recessed)and Model W4(recessed,concealed)are required. • • Decorative finishes available, including recessed escutcheons and conical concealed cover plates Product Description Model F1 Res Series sprinklers are residential sprinklers with a 3 mm glass bulb operating element.A variety of K-Factors as well as recessed and conical concealed options are available as _ -- detailed in this Bulletin. The F1 Res Series sprinklers are specially engineered for fast thermal response to meet the requirements of UL 1626.They are intended for installation in accordance with NFPA 13, 13R,and 13D. sir r, Application ; ° The Model F1 Res Series sprinklers cULus Listed Residential sprinklers are intended for use in accordance with NFPA 13, NFPA 13R,or NFPA 13D.The Model F1 Res residential sprinklers are cULus Listed for use in residential occupancies and residential portions of any occupancy,where permitted by the design density shall be a minimum of 0.1 gpm/sf(4.1 mm/ NFPA 13, NFPA 13R,or NFPA 13D. For NFPA 13R and NFPA min), but in no case shall the flow and pressure be less than the 13D applications,the design flow and pressure shall not be minimum flow and pressure specified in the Listed Design Criteria less than the minimum flow and pressure specified in the Listed tables in this bulletin. Model F1 Res Series sprinklers are listed for Design Criteria tables in this Bulletin. For NFPA 13 applications, use in wet systems only. Residential Sprinkler Summary Sprinkler K-Factor Sprinkler Identification Orientation gpm/psi12 Thread Size Installation Options Max.Coverage 74.9) Model Number(SIN) (Ipm/bar"Z) NPT or ISO7-1 x ft(m x m F1 Res30 R3511 Pendent 3.0(43) 1/2 Pendent or Recessed 16 x16(4.9 x F1 Res49 R3516 Pendent 4.9(71) 1/2 Pendent or Recessed 20 x 20(6.1 x 6.1) F1 Res58 R3513 Pendent 5.8(84) 1/2 Pendent or Recessed 20 x 20(6.1 x 6.1) F1 Res76 R7618 Pendent 7.6(109) 3/4 Pendent or Recessed 20 x 20(6.1 x 6.1) F1 Res30 CCP R3511 Pendent 3.0(43) 1/2 Conical Concealed 14 x 14(4.3 x 4.3) F1 Res49 CCP R3516 Pendent 4.9(71) 1/2 Conical Concealed 20 x 20(6.1 x 6.1) F1 Res58 CCP R3513 Pendent 5.8(84) 1/2 Conical Concealed 20 x 20(6.1 x 6.1) F1 Res76 CCP R7618 Pendent 7.6(109) 3/4 Conical Concealed 20 x 20(6.1 x 6.1) F1 Res44 HSW R3531 Horizontal Sidewall 4.4(63) 112 Recessed 16 x 20(4.9 x 6.1) F1 Res44 SWC R3531 Horizontal Sidewall 4.4(63) 1/2 Conical Concealed 16 x 20(4.9 x 6.1) F1 Res58 HSW R3533 Horizontal Sidewall 5.8(84) 1/2 Recessed 16 x 20(4.9 x 6.1) F1 Res 58 HSWX RA3533 Horizontal Sidewall 5.8(84) 112 Recessed 14 x 26(4.3 x 7.9) Note: Please note SIN difference between F1 Res58 HSW(R3533)and F1 Res58 HSWX(RA3533). www.reliablesprinkler.com Model1 Residential Pendent Sprinkler&Models Technical Specifications Finishes Style:Pendent and Recessed Pendent (See Table N) Threads: 1/2"NPT or ISO7-1 131/2 Sensitivity Nominal K-Factor:3.0(43 metric) Fast-response Max.Working Pressure:175 psi(12 bar) Temperature Ratings 155-F(68°C) Material Specifications 175°F(79°C) Thermal Sensor:3 mm glass bulb Recessed Escutcheons Sprinkler Frame:Brass Alloy F2 Recessed Button:Copper Alloy FV Recessed* Sealing Assembly:Nickel Alloy with PTFE Sprinkler Wrenches Load Screw:Bronze Alloy Model W2 Deflector:Bronze Alloy Model W4(Recessed) *Note: Model FV escutcheons are not for use in positively pressurized ceiling plenums. Model F1 Res30 Residential Pendent Sprinkler Components and Installation Dimensions 2-1/4"(57mm) T DIA. Face of fitting 1-15/16" to finished (49mm)DIA. ceiling 1/2"(13mm) Threads +/-1/4"(6mm) IMWrench Flat 03M Sealing Assembly 2-1/4„ 03SVH Glass Bulb (57mm) i 1-3/4"(44mm) Load Screw I 1/4"(6mm) Deflector I II-- (32mm) 2-7/8"(72mm)DIA. Components Dimensions F2&FV Recessed Escutcheon Installation Model F1Res30 Residential Pendent Sprinkler Hydraulic Design Criteria Minimum Flow and Residual Pressure in Wet Pipe Systems(') Maximum Coverage Area(2) Flow Pressure Deflector to ft.x ft.(m x m) gpm(Ilmin) psi(bar) Ceiling Distance 12 x 12(3.7 x 3.7) 8(30) 7.0(0.48) 14 x 14 4.3 x 4.3) 1 10(38) 11.0(0.76 1 to 4 inches 4 (25 to 100 mm) L-:- Z:N9"= Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in the table above or(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above,use the minimum required flow for the next larger max.coverage area listed. Bulletin 135 Reliable Page 2 of 15 April 2021 www.reliablesprinkler.com -. Technical Specifications Finishes Style:Pendent and Recessed Pendent (See Table N) Threads:1/2"NPT or IS07-1R1/2 Sensitivity Nominal K-Factor:4.9(71 metric) Fast-response Max.Working Pressure: 175 psi(12 bar) Temperature Ratings 155°F(68°C) Material Specifications 175°F(79-C) Thermal Sensor:3 mm glass-bulb Recessed Escutcheons Sprinkler Frame:Brass Alloy F1 Recessed Button:Copper Alloy F2 Recessed , Sealing Assembly:Nickel Alloy with PTFE FV Recessed" Load Screw:Bronze Alloy Sprinkler Wrenches Deflector:Bronze Alloy Model W2 Model W4(Recessed) *Note: Model FV escutcheons are not for use in positively pressurized ceiling plenums. Model F1Res49 Residential Pendent Sprinkler Components and Installation Dimensions 2-1/4"(57mm) 2-1/4"(57mm) DIA. Face of fitting DIA• Face of fitting 1-15/16" to finished 1-15/16" to finished (49mm)DIA. ceiling (49mm)DIA. ceiling 5/8"(16mm) 1 1/2"(13mm) +/-3/8"(9mm) +/-1/4"(6mm) 03M 2-1/4" (57) T I 1-3/4"(44mm)+/- 1-5/8"(41mm)+/- 1/4"(6mm) T 3/8"(+mm) 1-1/4" I I + (32mm) 2-7/8"(72mm)DIA. 2-7/8"(72mm)DIA. Dimensions F1 Recessed Escutcheon Installation F2&FV Recessed Escutcheon Installation Model F1Res49 Residential Pendent Sprinkler Hydraulic Design Criteria Minimum Flow and Residual Pressure in Wet Pipe Systems0) Maximum Coverage Area(2) Flow Pressure Deflector to ft.x ft.(m x m) gpm(I/min) psi(bar) Ceiling Distance 12 x 12(3.7 x 3.7) 13(49) 7.0(0.48) 14 x 14(4.3 x 4.3) 13(49) 7.0(0.48) 16 x 16(4.9 x 4.9) 13(49) 7.0(0.48) 1 to 4 inches (25 to 100 mm) 18 x 18(5.5 x 5.5) 17(64) 12.0(0.83) 20 x 20(6.1 x 6.1) 20(76) 16.7(1.15) 12 x 12(3.7 x 3.7) 15(57) 9.4(0.65) 14 x 14(4.3 x 4.3) 16(61) 10.7(0.74) 16 x 16(4.9 x 4.9) 17(64) 12.0(0.83) 4 to 8 inches (100 to 200 mm) 18 x 18(5.5 x 5.5) 19(72) 15.0(1.03) 20 x 20(6.1 x 6.1) 22(83) 20.2(1.39) Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in the table above or(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above,use the minimum required flow for the next larger max.coverage area listed. Bulletin 135 Re 61 Page 3 of 15 April 2021 www.reliablesprinkler.com Model F1 Res58 Residential Pendent Sprinkler&F1,F2,&FV Recessed Escutcheons SIN R351_� Technical Specifications Finishes Style:Pendent and Recessed Pendent (See Table N) Threads: 1/2"NPT or IS07-1R1/2 Sensitivity Nominal K-Factor:5.8(84 metric) Fast-response Max.Working Pressure:175 psi(12 bar) Temperature Ratings F 155°F(68°C) Material Specifications 175°F(79°C) Thermal Sensor:3 mm glass bulb Recessed Escutcheons Sprinkler Frame:Brass Alloy F1 Recessed Button:Copper Alloy F2 Recessed Sealing Assembly:Nickel Alloy with PTFE FV Recessed* Load Screw:Bronze Alloy Sprinkler Wrenches Deflector:Bronze Alloy Model W2 Model W4(Recessed) *Note: Model FV escutcheons are not for use in positively pressurized ceiling plenums. Model F1 Res58 Residential Pendent Sprinkler Components and Installation Dimensions 2-1/4'(57mm) 2-1/4'(57mm) DIA. Face of fitting DIA• Face of fitting 1-15/16" to finished 1-15/16" to finished (49m i) IA. ceiling (49mm()DIA. ceiling 5/8"(16mm) 1/2"(13mm) +/-3/8"(9mm) +/-1/4"(6mm) 03M 2-1/4' (57) I 1-3/4"(44mm)+/- 1-5/8"(41mm)+/- 1/4"(6mm) 3/8"(9mm) 1-1/4" (32mm) 2-7/8"(72mm)DIA. 2-7/8'(72mm)DIA. Dimensions F1 Recessed Escutcheon Installation F2&FV Recessed Escutcheon Installation Model F1 Res58 Residential Pendent Sprinkler Hydraulic Design Criteria Minimum Flow and Residual Pressure in Wet Pipe Systems') Maximum Coverage Area(2) Flow Pressure Deflector to ft.x ft.(m x m) gpm(1/min) psi(bar) Ceiling Distance 16 x 16(4.9 x 4.9) 16(61) 7.6(0.52) 18 x 18(5.5 x 5.5) 19(72) 10.8(0.75) 1 to 4 inches (25 to 100 mm) 20 x 20(6.1 x 6.1) 22(83) 14.4(1.0) Notes: 1. For NFPA 13 installations the flow per sprinkler must be the greater of:(1)the flow listed in the table above or(2)the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. 2. For coverage area dimensions less than those listed above,use the minimum required flow for the next larger max.coverage area listed. Bulletin 135 Page 4 of 15 April 2021 www.reliablesprinkler.com FIRE RESIDENTIAL&COMMERCIAL FIRE PUMP SPECIALISTS 6040 NE 112TH AVE. PORTLAND,OR 97220 tITALCOSYSTEMS 800-878-8055 WWW.TALCOFIRE.COM HOME HYDRANT NFPA-13D Packaged Residential Fire Pump & Tank U.S. Patents #8,678,032 & 8,905,069 HH2- 150SP ,w 29 b 0 250 Gallon Water Tank 10 Tank Drain %2"(GHT) (2 Overflow Fitting 1 "(FNPT) 03 Auto-Fill Valve 3/4"(FNPT 0 1 .5HP Electric Motor 240 Volt Single-Phase 10.9 Amp (Full Load) r 1 % " Discharge FNPT763/44 9 ( )Smart Riser Control System a Isolation Ball Valve 0 Test Line/System Drain I © Pressure Gauge 10 I (7) Flow Switch (Optional) *f{ ® Pressure Switch 11 Run-Time Controller 10 Discharge Check Valve 3 1 11 Suction Shut-off Valve 38 4 PerformancePerformance values based on multiple pump tests.Not for certification purposes. GPM 0 20 25 30 35 40 45 50 PSI 55 52 51 50 48 46 43 40 •• � it d • e C n •" ws a •. .w w $� A Y' yq ._..1+..�-. s 77, { i f sj a INSPECTION CARD Mason County 615 W. Alder St. MONS Building 8, Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov PERMIT# FIR2024-00028 PROJECT ADDRESS 251 NE YEW TREE LN TAHUYA, WA 98588 PARCEL# 322192490000 PROJECT DESCRIPTION install a stand-alone automatic fire sprinkler system with a fire pump in a 600 sq foot cabin system OWNER HITCHCOCK, GINA&SWAN, ERIC ADDRESS 313 FOOTE ST NW PHONE 360-522-7253 CONTRACTOR CAPITOL FIRE PORTECTION LLC ADDRESS 9800 KIMMIE ST SW PHONE 1.360.250.0441 CONTRACTOR LICENSE CAPITFP8501_2 LENDER INSPECTION INSP DATE Comments INSPECTION INSP DATE Comments KNOX BOX VERIFICATION PU55 toil-�`f ►2L � _!E� z s(v I I, VS l ,v M k ft Mason County B Mason County - Division of Community Development 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncountywa.gov FFIRESPRINKLER -00028 FIRE SPRINKLER ESCRIPTION: INSTALL A STAND-ALONE AUTOMATIC ISSUED: 09/10/2024 SYSTEM WITH A FIRE PUMP IN A 600 SO FOOT TEM EXPIRES: 03/09/2025 ESS: 251 NE YEW TREE LN TAHUYA PARCEL: 322192490000 APPLICANT: HITCHCOCK, GINA&SWAN, ERIC OWNER: HITCHCOCK, GINA&SWAN, ERIC 313 FOOTE ST NW 313 FOOTE ST NW OLYMPIA,WA 98502 OLYMPIA,WA 98502 360-522-7253 CONTRACTOR: Carter,Jacque 9800 Kimmie St SW Olympia,WA 98512 3602500441 GENERAL CONTRACTOR'S LICENSE: CAPITOL FIRE PORTECTION LLC License: CAPITFP8501_2 9800 KIMMIE ST SW Expires: 06/22/2025 TUMWTER, WA 98512 1.360.250.0441 VALUATIONS: FEES: Paid Due Project Valuation (BID, 5500.00 $5,500.00 Fire Protection Plan Check $123.50 $0.00 ESTIMATION..) Fire Protection Permit Fee $190.00 $0.00 Technology Surcharge $3.80 $0.00 Total: $5,500.00 Totals : $317.30 $0.00 REQUIRED INSPECTIONS KNOX BOX VERIFICATION CONDITIONS Printed by:Annie Wilson on:09/10/2024 03:38 PM Page 1 of 2 Mason County e Mason County - Division of Community Development 615 W. Alder St. Building 8 Shelton, WA 98584 360-427-9670 ext 352 www.masoncoun"a.gov FIRE SPRINKLER FIR2024-00028 OWNER/ BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below. I declare that I am the owner, owners legal representative, or contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection. This permit/application becomes null & void if work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION UNLESS OTHERWISE APPROVED. * Fire Marshal Comments I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of Laws and Ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state/local law regulating construction or the performance of construction. Issued By: Contractor or Authorized Agent: Date: Printed by:Annie Wilson on:09/10/2024 03:38 PM Page 2 of 2