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FIR2023-00026 - FIR Inspections - 12/5/2023
N C. STAND-ALONE 13-D SPRINKLER SYSTEM INSPECTION REPORT FIR t07J-d06Z,12 ADDRESS FIRM �� ,o�� 2o6' 747-3145 ROUGH-IN/HYDRO INSPECTION Inspector Date i� J 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 date/A4 End date/L/_s- 4. Are hangers sufficient to secure pipe? 7.4 Yes ✓ No 5. Is attic piping tented with insulation (min R-15)? 7.7 Yes ✓ No 6. If required, did Bucket Test deliver GPM needed? Heads 1) is (2) oS NA 7. Hydro/Rough-In Inspection Passed Yes No ✓ Date Corrected ///�Jt/,rl3n.-./s �P�,s rc��x st�-r++�.�j�o t�•e� fz/y Comments FINAL INSPECTION Date 3 Z' Z4 Inspector 1 . Spare Heads & Wrench with BOX (2 of each when 2 or more are used) Yes V No 2. Main drain (min 1/2") valve present? 7.2.1 Yes No 3. Covers removed from concealed heads? Yes ✓ No 4. Shut-off valve also controls domestic 7.1.1(separate domestic valve ok) Yes No 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 V No 8. "Calc" plate present with required pressures/K-factor? Yes_Vl No 9. Pass Final Inspection Yes No If no, pass date Comments Page of CALCULATION WORKSHEET Contractor Phone W-7117-3/4r Job Location Begin Node 0 End Node 0 Flow in GPM Pipe Type/Size FITTINGS & PIPE Quantities ft/equiv. Total 4 90 El = ,� _ Start Pressure............................ 7G T-Bend — Loss to Elev. ft.x.434 T-Run = Pressure Loss to Flow Switch Coupling — Pressure Loss to Water Meter Total Fitting Length 2x Total Pipe Length �/ factor ' Subtotal x (factor) ) — �1 1 Total Node Pressure Loss ' Proceed to Next Node !�F'✓G Begin Node0 End Node0 Flow in GPM Pipe Type/Size FITTINGS & PIPE Quantities ft/equiv. Total 90 El 7 _ Start Pressure y / T-Bend = S Loss to Elev. ft. x.434 T-Run = Pressure Loss to Flow Switch 2 Coupling = Pressure Loss to Water Meter Total Fitting Length Z� Total Pipe Length Z eo -� Subtotal x 3b (factor) — Total Node Pressure Loss Page of CALCULATION 1NORKSHEET Contractor Phone Job Location Begin Node J 7 End Node 0 Plow in GPM Pipe Type/Size FITTINGS & PIPE Quantities ft/equiv. Total 90 El - Start Pressure............................ T-Send - Loss to Elev. ft.x.434 T-Run Q Z Pressure Loss to Flow Switch Coupling = 7 Pressure Loss to Water Meter (1,5� �7) Total Fitting Length Total Pipe Length Subtotal x d'� (factor) Total Node Pressure Loss Proceed to Next Node Begin Node O End Node 0 Flow in GPM Pipe Type/Size FITTINGS & PIPE Quantities ftlequiv. Total 90 Et = Start Pressure l� T-Bend Loss to Elev. ft.x.434 T-Run Pressure Loss to Flow Switch Coupling e z Pressure Loss to Water Meter Total Fitting Length 40 J2 Total Pipe Length / Subtotal x '' (fa(;tor) Total Node Pressure Loss 26•t0 Page a of CALCULATION WORKSHEET Contractor Phone Job Location Begin Node End Node 0 Flow in GPM Pipe Type/Size 7- FITTINGS & PIPE Quantities Wequiv. Total 90 El = � � Start Pressure.............................. T-Bend — Loss to Elev. ft.x.434 = 2• T-Run = Pressure Loss to Flow Switch Coupling — Z Pressure Loss to Water Meter r��3G 12��n �OG�i�Ts��/►T!lDc6L J Total Fitting Length Total Pipe Length 6o Subtotal y0 x (factor) — `'b� Total Node Pressure Loss 3D,7�- Proceed to Next Node Begin Node 0 End Node 0 Flow in GPM Pipe Type/Size FITTINGS & PIPE Quantities ft/equiv. Total 90 Et = 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 Phone L - 7il7-L-14� � Job Location " 14-y-A�" Begin Node 0 End Node Q Flow in GPM Pipe Type/Size G FITTINGS & PIPE Quantities We Iv. Total 90 El Start Pressure............................ �'✓ T-Bend Loss to Elev. ft.x.434 = T-Run = Jr Pressure Loss to Flow Switch Coupling - Pressure Loss to Water Meter Total Fitting Length = Z Total Pipe Length Subtotal b 0 x / '4930 (factor) — / Total Node Pressure Loss Proceed to Next Node Q Begin Node End Node O Flow in GPM Pipe Type/Sizey� FITTINGS & PIPE Quantities ftlequiv. 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 Tot4lRipe Length Subtotal x (factor) _ Total Node Pressure Loss r Hydraulic Calculation HOODSPORT RESORT LLC, 25381 N US HWY 101 HOODSPORT WA, 98584 for REMOTE AREA: SECOND FLOOR (16'x16') L.H 0.05 GPM/SQ.FT OVER 2 HEAD CALC ■■ASNINOTON MATE ■ CERTIFICATE OF COMPETENCY ■ FIRE PROTECTION SPRINKLER SYSTEMS ■ ■ John Shakespeare ■ 7566-0908-A*-H Level I i Eclipse Fire Sprinklers,LLCM ECLIPFS783DP slpmmr� o■o 31,23 r............................r Fire Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc$ pReJkEr " BRERETON.' Hell Page 2 i Fire Sprinkler Output Data - Overall Pipe Output Data Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) F. L./ft Pipe-Len. PF-(psi) Elevation Q(gpm) (psi/ft) Fit-Len. End. KFactor Discharge Pressure Inside Dia. PE-(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi) (fps) Type-Grp (ft) 1 4.90 19.60 13.06 7.10 1.00 13.06 0.03092 39.50 1.809 3 0.00 19.60 0.00 8.91 1.101 13.06 2ET 19.00 0.000 BLAZEMASTER CPVC 150 4.40 0 58.50 1.809 2 4.90 19.60 13.54 7.64 1.00 13.54 0.03308 26.50 1.273 3 0.00 19.60 0.00 8.91 1.101 13.54 ET 12.00 0.000 BLAZEMASTER CPVC 150 4.56 0 38.50 1.273 3 0.00 19.60 0.00 8.91 1.00 0.00 0.11534 5.80 2.053 4 0.00 19.60 0.00 10.96 1.101 26.60 ET 12.00 0.000 BLAZEMASTER CPVC 150 8.96 0 17.80 2.053 4 0.00 19.60 0.00 10.96 1.00 0.00 0.11534 10.60 2.030 5 0.00 9.00 0.00 17.58 1.101 26.60 E 7.00 4.590 BLAZEMASTER CPVC 150 8.96 0 17.60 6.620 5 0.00 9.00 0.00 17.58 1.00 0.00 0.11534 7.00 3.010 6 0.00 2.00 5.00 23.62 1.101 26.60 ETGC 19.10 3.031 BLAZEMASTER CPVC 150 8.96 0 26.10 6.041 6 Pump, 2.00 23.62 31.60 P, 7 50 PSI 2.00 23.62 7 0.00 2.00 0.00 23.63 1.50 0.00 0.02585 5.00 0.129 8 0.00 -3.00 0.00 25.93 1.598 31.60 ----- 0.00 2.165 BLAZEMASTER CPVC 150 5.05 0 5.00 2.294 8 0.00 -3.00 0.00 25.93 1.50 0.00 0.02585 60.00 1.784 9 0.00 -3.00 0.00 27.71 1.598 31.60 E 9.00 0.000 BLAZEMASTER CPVC 150 5.05 0 69.00 1.784 9 Backflo -3.00 27.71 31.60 Prev 10 5.00 psi -3.00 32.71 10 Meter -3.00 32.71 31.60 11 4.50 psi -3.00 37.21 11 0.00 -3.00 0.00 37.21 1.50 0.00 0.02585 20.00 0.957 12 0.00 -3.00 0.00 38.17 1.598 31.60 ET 17.00 0.000 BLAZEMASTER CPVC 150 5.05 0 37.00 0.957 Fire-Fire Sprinkler Hydraulics Calculation Program - Elite Software Development,Inca pReJkEr BRERETON Hell Page 3 j Fire Sprinkler Output Data Overall Pipe Output Data cont'd) Beg. Nodal Spk/Hose Residual Nor. Dia. q (gpm) F. L./ft Pipe-Len. PF-(psi) Elevation Q (gpm) (psi/ft) Fit-Len. End. KFactor Discharge Pressure Inside Dia. PE-(psi) Node (K) (feet) WPM) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi) (fps) Type-Grp (ft) Fitting Legend: F =45 Degree Elbow, E = 90 Degree Elbow, L = Long Turn Elbow, T =Tee or Cross, B = Butterfly Valve, G = Gate Valve, C = Check Valve Fire-Fire-Sprinkle H draulics Calculation Program Elite Software Development,inch Hell Page 4 Fire Sprinkler Output Data Overall Sprinkler_Output Data Flowing Sprinkler Residual Flowing Sprinkler Sprinkler Area Group Sprinkler Elevation Pressure Flowing Area Density Discharge Node No. Code KFactor(K) (feet) (psi) (ft ) (gpm/ft2) (gpm) 1 4.90 19.60 7.10 256.00 0.051 13.06 Sub Totals For Non-Group 256.00 0.051 13.06 2 4.90 19.60 7.64 256.00 0.053 13.54 Sub Totals For Non-Group 256.00 0.053 13.54 Totals For All Groups 512.00 0.052 26.60 Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc. �pReJkEr r '' BRERETON Hell emu. Page 5 Fire Sprinkler Output Summary - - Hydraulically Most Demanding Sprinkler Node - Y Y g P HMD Sprinkler Node Number: 1 HMD Actual Residual Pressure: 7.10 psi HMD Actual GPM: 13.06 gpm Sprinkler Summary - Sprinkler System Type: Wet Specified Area Of Application: 512.00 ft2 Minimum Desired Density: 0.050 gpm/ft2 Application Average Density: 0.052 gpm/ft2 Application Average Area Per Sprinkler: 256.00 ft2 Sprinkler Flow: 26.60 gpm Average Sprinkler Flow: 13.30 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity( In Pipe 4-5 ) 8.96 ft/sec Maximum Velocity Pressure ( In Pipe 4-5 ) 0.54 psi Allowable Average Nodal Pressure Imbalance: 1.0000 psi Actual Maximum Nodal Pressure Imbalance: 0.0204 psi Actual Average Nodal Pressure Imbalance: 0.0102 psi Actual Maximum Nodal Flow Imbalance: - 4160.274 gpm 8 Actual Average Nodal Flow Imbalance: 693.3791 gpm Overall Network Summary Number Of Unique Pipe Sections: 11 Number Of Flowing Sprinklers: 2 Pipe System Water Volume: 13.28 gal Sprinkler Flow: 26.60 gpm Non-Sprinkler Flow: 5.00 gpm Minimum Required Residual Pressure At System Inflow 38.17 psi Node: Demand Flow At System Inflow Node: 31.60 gpm Fire-Fire Sprinkler Hydraulics Calculation Program Elite Elite Software Development,Inc• pReJkEr6iai.� BRERETON Hell Page 6 Fire Sprinkler Output Data - - - Hydraulic Supply/Demand Graph 100 - 90 80 711ir Q W 60 L N 50 ^L LL 40 30 20 Oe 10 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 Flowrate(x100) gpm Pump Curve Data (STA-RITE PUMP 2HP - FP5182-01) Flow(gpm) 1: 10.00 Pressure (psi) 1: 67.00 Flow(gpm)2: 20.00 Pressure (psi)2: 56.00 Flow(gpm) 3: 25.00 Pressure (psi)3: 50.00 Flow(gpm)4: 0.00 Pressure (psi)4: 0.00 Flow(gpm) 5: 0.00 Pressure (psi) 5: 0.00 Demand Curve Data Calculated Residual Pressure: 38.17 psi Calculated Flow Rate: 31.60 gpm Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 19.29 psi P POTTER RD1 3 Residential Riser ® The Symbol of Protection Features • Pre-assembled and pressure tested • Available in 1",1 1/4", 1 1/2",&2"nominal pipe size models • Female adapter ships loose so riser can be installed in a confined space C • Fits in standard 2X4 construction walls • Includes 3 way valve to allow for calibration of pressure gauge 4 t ° • Installation must be performed by qualified personnel and in accordance with all national and local codes and ordinances. • Shock hazard.Disconnect power source before servicing.Serious injury or death could result. • Risk of explosion.Not for use in hazardous locations.Serious injury or death could result. Description Flow Switch Technical Specifications The RD13 Riser (with NPT connectors) is constructed from Listed Dimensions See Fig 2 CPVC products suitable for fire sprinkler services subject to the limitations and installation requirements of Flameguard®CPVC pipe Service Pressure 175 PSI(12,07 BAR) and Spears®CPVC fittings.The RD13 Riser incorporates a VSR-SG Flow Sensitivity 4-IOGPM(15-38LPM)-UL flow switch,gauge,and drain/test valve. The VSR-SG flow switch is Range for Signal equipped with union connection to facilitate the installation and removal Maximum Surge 18 FPS(5.5m/s) of the switch in confined spaces. Two sets of SPDT(Form C) Installation Contact Ratings 10.0Amps at 125/250VAC 1. Using appropriate sealant, thread the female adapter on to the 2.O Amps at30VDC Resistive main water supply. Then glue the riser assembly to the female 10 in Amps min.at 24V DC Resistive adapter. Pipe the drain connection to an adequate drain location Environmental Temperature range:40°F-120°F(4.5°C-49°C) capable of handling the drain discharge.The riser can be mounted Limitations in the horizontal or vertical position.Direction of flow is indicated Conduit in Fig. 1. The waterflow switch must be located on the top or Two knockouts provided for 1/2"conduit on the side of the pipe when installed in the horizontal position. Entrances This will prevent debris from entering the throat of the waterflow Specifications subject to change without notice switch which could interfere with proper operation. 2. Following CPVC manufacturer's instructions for preparation and Service Use gluing of CPVC piping systems,glue the main riser to the main Automatic Sprinkler NFPA-13 supply line for the sprinkler heads.NOTE.All glued connections One or two family dwelling NFPA-13D must be completed and cured before the flowswitch is installed. Residential occupancy up to four stories NFPA-13R Continued on page 2 National Fire Alarm Code NFPA-72 ( P g )• British Standard BS9251 "notr-tighten the union nut,hand tighten only.Use of a cause damage to the union nut. Potter Electric Signal Company,LLC • St.Louis,MO • Tech Support: 866-956-0988/Customer Service: 866-572-3005 • www.pottersignal.com 5401152- REV M • 6/20 PAGE 1 OF 3 (E)POTTER RD13 The Symbol of Protection Residential Riser Installation (continued) 3. A thread sealant shall be used in making threaded connections. Teflon®thread tape is the recommended sealant. Some thread sealants other than Teflon thread tape contain solvents or other materials that may be damaging to CPVC.For other types of thread sealants,which have been specifically investigated and confirmed to be"System Compatible",refer to www.spearsmfg.com.Attach gauge to riser.Apply Teflon®tape to male fitting of gauge only.See Fig 1. 4. Check to make sure the proper paddle is installed on the switch. (Paddle size must match the riser pipe size and Tee manufacture.) 5. Install the flow switch to the RD13 Riser. Verify that the o-ring is properly positioned in its groove.Hand tighten the nut to the union after orienting the flow switch in the appropriate direction to detect waterflow.The paddle must not rub the inside of the Tee or bind in any way.The stem should move freely when operated by hand.See Fig. 1.NOTE.Do not leave switch cover off for an extended period of time. 6. The side of flow switch must be perpendicular with the riser piping.See Fig.3. Testing The frequency of inspection and testing for the Model VSR-SG and its associated protective monitoring system,should be in accordance with applicable Codes and Standards and/or the authority having jurisdiction(manufacturer recommends quarterly or more frequently.) If provided,the inspector's test valve(usually located at the end of the most remote branch line)should be used for test purposes.If there is no remote inspection test connection; a short length of hose may be connected to the discharge of the 1"drain line valve,or if the drain line is connected to a drain such as a slop sink or storm drain that will sufficiently handle the discharge of the main drain valve.The drain valve can be used to test the operation of the VSR-SG switch. A minimum flow of 10 GPM(38 LPM)is required to activate this switch.An orifice equal to the smallest sprinkler head orifice used in the system shall be attached to the drain line for testing purposes. Maintenance The VSR-SG waterflow switch should provide years of trouble-free service. The retard and switch assembly are easily field replaceable. In the unlikely event that either component does not perform properly,please order replacement retard switch assembly stock number 1029030.There is no maintenance required,only periodic testing and inspection.. Removal • To prevent accidental water damage,all control valves should be shut tight and the system completely drained before waterflow detectors are removed or replaced. • Turn off electrical power to the detector,then disconnect wiring. • Loosen nut on union fitting. • Lift detector clear of pipe. Fig 1 Optional Cover Tamper Retard Adjustment Switch The delay can be adjusted by rotating the retard adjustment knob from 0 DO NOT LEAVE to the max setting(60-90 seconds). The time delay should be set at the Retard COVER OFF minimum required to prevent false alarms. Adjusting FOR EXTENDED Knob PERIOD OF TIME Mount so arrow DIRECTION OF on base points WATERFLOW in direction of \ waterflow � 0 I"Male CD Fitting on DWG, #1063-3 All Sizes Riser may Important: be 1", 1/4", The paddles have raised lettering that show the pipe size and the TEE 1 1/2",or 2" manufacturer they are to be used with. The proper paddle must be used. The paddle must be properly attached and the screw that holds the paddle must be securely tightened. 4a Potter Electric Signal Company,LLC St.Louis,MO Tech Support: 866-956-0988/Customer Service: 866-572-3005 • www.pottersignal.com 5401152-REV M • 6/20 PAGE 2 OF 3 ES-A-2000B Job Name Contractor Job Location Approval Engineer Contractor's P.O. No. Approval _ Representative Series 2000B Double Check Valve Assemblies Sizes: '/2" - 2" Vk 3/4"2000B Series 2000B Double Check Valve Assemblies are designed to (20mm) protect drinking water supplies for dangerous cross-connections ti` in accordance with national plumbing codes and water authority # �G requirements for non-health-hazard non-potable service applica- tions such as irrigation, fire line, or industrial processing. These valves meet the requirements of ASSE Std. 1 5 and - AWWA Std. C510 and are approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California. - � 2"2000E HC Features (50mm) •Ease of maintenance with only one cover •Top entry Specifications •Replaceable seats and seat discs A Double Check Valve Assembly shall be installed at each not- Modular construction ed location. The assembly shall consist of two positive seating check modules with captured springs and rubber seat discs. The •Compact design check module seats and seat discs shall be replaceable. Service •1/2"—2" Cast bronze body construction of all internal components shall be through a single access cover •Top mounted ball valve test cocks secured with stainless steel bolts. •Low pressure drop The assembly shall also include two resilient seated isolation •No special tools required valves and four top mounted, resilient seated test cocks. The assembly shall meet the requirements of ASSE Std. 1015 •'h" — 1" have tee handles and AWWA Std. C510. Approved by the Foundation for Cross- Connection Control and Hydraulic Research at the University of Southern California. Assembly shall be an Ames Fire& Waterworks Series 2000B. tWARNING I The information contained herein is not intended to replace the It is illegal to use this product in any plumbing system providing water for full product installation and safety information available or the human consumption,such as drinking or dishwashing,in the United States. experience of a trained product installer.You are required to Before installing standard material product,consult your local water author- thoroughly read all installation instructions and product safety ity,building and plumbing codes. information before beginning the installation of this product. A IN E S Ames Fire&Waterworks product specifications in U.S.customary units and metric are approximate and are provided for reference only.For precise measure- _ ments,please contact Ames Fire&Waterworks Technical Service.Ames Fire&Waterworks reserves the right to change or modify product design,construction, Fi to E&WAT E H W O H KS specifications,or materials without prior notice and without incurring any obligation to make such changes and modifications on Ames Fire&Waterworks products previously or subsequently sold. A WATTS Brand Capacities As compiled from documented Foundation for Cross- Connection Control and Hydraulic Research at the University of Southern California lab tests. ATypical maximum system kPa psi A yljgrr flow rate(7.5 feet/sec., 2.3 meters/sec.) 96 14 y 83 12 o 69 10 112 n d 55 8 kPa psi 41 6 N 83 12 A vNi 28 4 O 69 10 14 2 55 8 d 0 0 M 41 6 0 10 20 30 40 50 60 70 80 90 100 110 120 gpm m14 2 AP 0 38 76 114 152 190 228 266 304 342 380 418 456 Ipm 1 0 0 5 7.5 10 15 fps a. 0 2 4 6 8 10 12 gpm 1.5 2.3 3.0 4.6 mps AP 0 7.6 15.2 22.8 30.4 38 45.6 Ipm Flow Rate 5 7.5 10 fps 1.5 2.3 3.0 mps kPa psi 1112rr Flow Rate 83 12 kPa psi 314 u y 69 10 N 152 22 0 55 8 J 124 18 m 41 6 j 28 4 d 96 14 y 14 2 7 N 69 10 d 0 0 -- Apo 10 20 30 40 50 60 70 80 90 100 110 120 gpm a 41 6 0 38 76 114 152 190 228 266 304 342 380 418 456 Ipm 14 2i �Tn 5 7.5 10 15 fps 0 5 10 15 28 25 30 35 40 45 50 gpm 1.5 2.3 3.0 4.6 mps AP a 19 38 57 76 95 114 133 152 171 190lpm Flow Rate 7.5 15 fps 2.3 4.6 mps kPa psi 211 Flow Rate y 83 12 A kPa psi 'u o 69 10 y 110 16 A J 55 8 J 83 12 41 6 aD 69 10 y 55 8 28 4 h 41 6 28 4 a 14 2 1. 14 2 0 0 0 25 50 75 100 125 150 175 200 gpm AP 0 95 190 285 380 475 570 665 760 Ipm 0 5 10 15 20 25 30 35 40 45 50 55 60 gpm 5 7.5 10 15 fps AP 0 19 38 57 76 95 114 133 152 171 190 209 228lpm 1.5 2.3 3.0 4.6 mps 5 7.5 10 15 fps Flow Rate 1.5 2.3 3.0 4.6 mps Flow Rate AM A M E FIRE&WATERWORKS A WATTS Brand USA:Backflow T:(978)689-6066•F:(978)975-8350•AmesFireWater.com USA:Control Valves T:(713)943-0688•F:(713)944-9445•AmesFireWater.com Canada: T:(905)332-4090•F:(905)332-7068•AmesFireWater.ca Latin America: T:(52)81-1001-8600•AmesFireWater.com ES-A-20008 1735 ©2017 Ames Fire&Waterworks Thermoplastic Sprinkler PumPs Superior Performance At depths to water of 20' or less Fiberglass-Reinforced Thermoplastic Pump Housing For the highest corrosion resistance High Capacity Ideal for larger sprinkler zones or water transfer with 1-1/2"or 2"tapping for suction and discharge Heavy-Duty Dual-Voltage Motor Preset at 230V Self-Priming After Pump Housing Is Initially Filled Check valve or foot valve required, sold separately 1-Year Warranty Includes: Threaded ports for pressure gauge and drain plug,detailed owner's manual 55 GPM 69 GPM 67 GPM PERFORMANCE CARTON DIMS. kllm- .. WATER 5' 69 64 59 53 47 40 34 24 14 k 21.563 x 12.813 x FP51 82 2 69 230/115 10' 67 62 56 50 45 38 30 18 2- 2" 15.375 i 42 '' 022315100725 15' 65 60 54 48 42 35 27 13 t8/PALLET 20' 62 57 __ 46 40 32 5' 67 66 1 61 55 48 39 33 18 10' 61 58 56 52 45 37 27 14 21.813 x 12.313 x FP5172 1-1/2 67 230/115 1.1/2" 1.1✓2" 13.125 34.1 022315100718 15, 56 55 54 51 44 34 20 8 24/PALLET 20' 46 45 44 43 37 28 1 11 5' 55 51 45 1 38 31 23 17 10' 49 46 42 35 28 19 13 21.813 x 12.313 x FP57 62 1 55 230/115 1-1/2" 1.1/2" t3.125 30.6 022315100701 15' 48 45 39 32 24 16 8 24/PALLET 20' 45 44 37 29 20 11 "Performance shown in gallons per minute Senju Sprinkler Model RC-RES o K-Factor: 4.9 SIN: SS8464 Residential Lead Free Flat Concealed Sprinkler, Pendent C nULUS LISTED NSF/ANSI/CAN 61&372 EU �s GENERAL DESCRIPTION The Model RC-RES Residential Flat Concealed Sprinklers are automatic sprinklers of the compressed fusible solder type. They are decorative and fast responding. The Cover Plate Assembly hides the Deflector, Heat Responsive Element etc., which is concealed above the ceiling. The cover plate has a flat profile, and its diameter is extremely small (2-5/8 inch, 68mm). The push-on and/or thread-on, thread-off design of the concealed cover plate assembly allows for easy installation of the cover plate. Therefore, the Model RC-RES should be your first choice when aesthetics is the major consideration for ultimate appeal and unbeatable performance is desired. The Model RC-RES is designed for residential occupancies and is perfect for use in homes, hotels and other living quarters. The Model RC-RES is to be used in wet pipe residential sprinkler systems for One- and Two- Family Dwellings and Manufactured Homes per NFPA 13D;wet pipe residential sprinkler systems for Residential Occupancies up to and Including Four Stories in Height per NFPA 13R; or, wet pipe sprinkler systems for the residential portions of any occupancies per NFPA 13. The Model RC-RES has a 4.9(70.6 LPM/bar12) K-factor that meets the required residential flow rates with minimal residual pressure, which allows for smaller pipe sizes and water supply requirements. For extended installation flexibility, the Model RC-RES provides 1/2 inch (12.8mm) vertical adjustment. This adjustment in installation decreases the need for precise cutting of the pipe that drops to the sprinkler and allows for a perfect fit with a range of pipe lengths. The heat sensitivity and water distribution design of Model RC-RES allows for an increased chance of residents to escape or evacuate in case of a fire. However, residential fire sprinkler systems are not a substitute for fire safety awareness or fire safety construction required by building codes. "Lead Free" is defined in the Reduction of Lead in Drinking Water Act(S.3874) endorsed by AWWA's Water Utility Council, and California Assembly Bill #1953 as having less than or equal to a weighted average of 0.25% lead in wetted surface of pipes, plumbing fittings and fixtures. www.senjusprinkler.com Page 1 of 8 Document No.U085168 • 02-08-2021 WARNINGS The Model RC-RES must be installed and maintained in accordance with the rules stated herein as well as in compliance with the applicable standards of the National Fire Protection Association regulations and the standards of any other authorities having jurisdiction. In the event of this condition, consult the authorities having jurisdiction for guidance and approval. Failure to do so may impair the integrity of these devices. It is the responsibility of the installing contractor to provide a copy of this document to the owner or their representative, and in turn, it is the obligation of the owner to provide a copy of this document to a succeeding owner. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any related questions. TECHNICAL DATA • Approvals: 2-1116'(052mm) cULus Listed Marking UL-EU Listed (162°F (72°C) only) 7 Lot No. Year of Manufacture SIN,SS8464 NSF/ANSI/CAN 61, NSF/ANSI 372 E f K-Factor.K49 n 4 Temperature Rating:162'F/72°C • Sprinkler Identification Number (SIN): SS8464 2 LILMark or 205•F/96 Co c 6 Control No:6P37 • Maximum Working Pressure: 175psi (12.1bar) a ALS Mark NSF 61/372 RES SPKR • Discharge Coefficient (Nominal K-Factor): t Body(Copper Alloy) K = 4.9 GPM/psi12 (70.6 LPM/bar12) 2 Deflector(Phosphoms Bronze) 3 Gasket(PTFE) 2-5/8"(068mm) s Fusible Metal(Solder) • or 3-1/4"(083mm) Heat ctor(Copper) Temperature Rating: or2.5/8"square(-68mm) s Cover PlteAssembly * 162°F(72°C) Sprinkler with 140°F (60°C) Cover Plate 0 205°F (96°C) Sprinkler with 162°F (72°C) Cover Plate Figure 1:Model RC-RES K=4.9 • Color Code (Sprinkler) 162°F (72°C): Uncolored Marking(Deflector) 205°F (96°C): White Color Code / t K'Faclo K4.9 --Temperature Rating.162°F/72°C • Color Code (Cover Plate) uL Mark 0 205°F 96'C • 140°F (600C): No Mark 0 162°F (72°C): White-Colored Mark • Vertical Adjustment: 1/2 inch (12.8 mm) ; • Cover Plate Finishes: o Standard Finishes: White, Ivory, Beige, Brown, Black, Cover Plate Sprinkler (Top View) (Bottom View) Nickel, Wood Grain Custom Finishes: Custom color and custom pattern Figure 1.1:Marking (Color Code) cover plates are available on special order. Contact a Senju Sprinkler representative with any custom orders. Please see chart on Page 8 for more detail. • Physical Characteristics: Ref. Figures 1 and 1.1 www.senjusprinkler.com Page 2 of 8 Document No.U085168 • 02-08-2021 OPERATION In case of fire, the solder component that holds together the Cover Plate and the Retainer melts. Then the Cover Plate is released at once. As a result, the Deflector drops down to the intended position. Two Heat Collectors are exposed to fire, and when sufficient heat from the fire is reached, internal components of the sprinkler fall apart. This leads to the water flow to be distributed on the affected fire area. (Ref. Figure 2) ilk- i 1 Normal Condition Cover Plate Operation Sprinkler Operation Water Discharge Figure 2: Operation Process (For illustrative purposes only) DESIGN CRITERIA The herein stated rules for use and installation of Model RC-RES are provided by the manufacturer and must be strictly implemented for safe and full results. Notes Residential Fire Sprinkler Systems should only be designed and installed by individuals who are completely familiar with automatic sprinkler system design, installation procedures, and techniques. Several criteria may apply to the installation and usage of each sprinkler. Consequently, it is recommended that the sprinkler system designer review and develop a working understanding of the complete list of criteria prior to initiating the design of the sprinkler system. Questions concerning sprinkler installation and usage criteria,which are not covered by the following instructions,should be submitted to your contracted company. Include sketches and technical details, as appropriate. In some instances,the requirements of this document may concern specifications which are more stringent, and which take precedence over those specified in NFPA 13,13D, 13R,or by the authority having jurisdiction. The Model RC-RES must not be used in applications where the air pressure above the ceiling is greater than that below. Inspect all sprinklers after installation to ensure that both the gap between the cover plate, ceiling and the 6 slots in the cup are open and free from any air flow impediment. The spray from the sprinkler is distributed radially outward and downward from the sprinkler deflector. Consequently, the sprinklers must be located such that there will be no blind spaces shielded from spray by partitions,room dividers,overhangs or other parts of the dwelling structure. The number of sprinklers within each compartment(as defined by NFPA 13D,13R,or 13)must be kept as few as possible while observing all guidelines relating to obstructions and spacing. Use only the Cover Plate provided for the Model RC-RES. The sprinkler must be secured in place by firmly fastening the sprinkler system piping to the structure. If the sprinkler is not properly secured in position, reaction forces resulting from sprinkler operation could alter its orientation and its water distribution pattern. www.senjusprinkler.com Page 3 of 8 Document No.U085168 • 02-08-2021 Obstruction to Water Distribution Locations of sprinklers must follow the obstruction rules of NFPA 13, 13D and 13R for Residential Sprinklers. General Service Conditions The Model RC-RES must only be utilized in WET PIPE sprinkler systems. Heat Source Criteria Refer to NFPA 13D, 13R or 13 for the requirements relating to the prevention of possible activation of the Heat Responsive Element of Model RC-RES, due to the exposure of a heat source other than an actual fire. Available Sprinkler Temperature Sprinkler Nominal Maximum Ambient Ceiling Temperature Rating of the Classification Temperature Rating Temperature Cover Plate Assembly Ordinary 162°F (72°C) 100°F (38°C) 140°F (60°C) Intermediate 205°F (96°C) 150°F (66°C) 162°F (72°C) Precautionary Warnings for Corrosive Environments Model RC-RES sprinklers should not be installed where they may be subjected to a corrosive environment including the following: 1. Chlorine ion and Chloride environment Stress corrosion cracking may be caused by exposure to environments with Chlorine ion and Chloride. Exposure to this environment may result in sprinklers operating under Non-Fire conditions or Not Operating when exposed to an actual fire. 2. Sprinkler system piping with Copper Sprinkler systems should be constructed in compliance with the applicable standards and the requirements for copper piping when copper piping is used in the sprinkler system. (Reference standards NFPA 13, ASTM B813, B828, and CDA (Copper Development Association)—Solder Joint) All residual flux must be removed from the interior and exterior of the copper piping by thoroughly flushing before installation of the Sprinkler Heads. Otherwise, residues of flux may cause corrosion and/or leakage in the sprinkler system. Hydraulic Design Criteria The minimum required sprinkler flow rates for systems designed to NFPA 13D or 13R are given in Table A as a function of temperature rating and the maximum allowable coverage area. The sprinkler flow rate is the minimum required discharge from the most hydraulically demanding sprinkler from each of the total number of"design sprinklers" as specified in NFPA 13D or 13R. For systems designed to NFPA 13, the number of designed sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required discharge from each of the four sprinklers is to be the greater of the following: • The flow rates given in Table A for NFPA 13D and 13R as a function of temperature rating and maximum allowable coverage area. • A minimum discharge of 0.1 GPM/sq.ft. [4.07LPM/sq.m] over the"design area" comprised of the four most hydraulically demanding sprinklers for the actual coverage area being protected by the four sprinklers. www.senjusprinkler.com Page 4 of 8 Document No.U085168 • 02-08-2021 Table A. NFPA 13D & 13P Wet Pipe Hydraulic Design Criteria for Model SS8464 For systems with ceiling types smooth flat horizontal, or beamed, or sloped, in accordance with NFPA 13D, 13R or 13 as applicable. Maximum Ordinary Temperature Intermediate Temperature Coverage Maximum Rating 162°F(72°C) Rating 205°F(96'C) Minimum Area(,) Spacing Deflector to Installation Spacing Ft.x Ft. Ft. FlowMGPM Pressure(') Flow(b)GPM Pressure(" Ceiling Type Ft.(m) (m x m) (m) (LPM) PSI(bar) (LPM) PSI(bar) 12 x 12 12 13 7.0 13 7.0 Smooth 8(3.7 x 3.7) (3.7) (49.2) (0.48) (49.2) (0.48) Ceilings 3/8 to 7/8 Inches. 14 x 14 14 13 7.0 13 7.0 (4.3 x 4.3) (4.3) (49.2) (0,48) (49.2) (0.48) Beamed Ceilings per 16 x 16 16 13 7.0 13 7.0 NFPA 13D, Concealed 8 (4.9 x 4.9) (4.9) (49.2) (0.48) (49.2) (0.48) 13R or 13. (2.4) 18 x 18 18 17 12.0 17 12.0 Installed in (5.5 x 5.5) (5.5) (64.4) (0,83) (64.4) (0.83) beam 3/8 to 7/8 inches 20 x 20 20 21 18.4 21 18.4 below bottom (6.1 x 6.1) (6.1) (79.5) (1.27) (79.5) (1.27) of beam. a. For coverage area dimensions less than the above mentioned, it needs to use the minimum required flow for the Next Higher Coverage Area listed. b. Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-Factor. Refer to Hydraulic Design Criteria Section for details. Sprinkler Spacing Criteria The minimum spacing between sprinklers is 8 feet (2.4m). The maximum spacing between sprinklers cannot go beyond the coverage area calculated by using the specific hydraulic factors. (Ref. Table A) INSTALLATION The Model RC-RES must be installed in accordance with the following instructions: NOTES Do not use any sprinklers which have been subjected to potential mechanical damage. Do not use any sprinklers which show deformation or cracking in either the Sprinkler or the Protective Cap. Prior to installation,sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to the sprinklers that could cause improper operation or non-operation. The Protective Cap must remain on the sprinkler during installation. After the installation is completed, the Protective Cap must be removed to place the sprinkler in service. Use a torque of 7 to 14 ft•lbs(9.5 to 19.0 N•m)to achieve a 112 inch NPT sprinkler joint. If you exceed the recommended maximum torque,this could result in damage to the sprinkler inlet,which may lead to leakage from the sprinkler. Use only NR-H model wrench socket for installation of RC-RES sprinklers. Use of any other wrench or socket is prohibited and may cause damage to the sprinkler. In case of insufficient adjustment in Cover Plate installation, do not try to overly tighten, screw the sprinkler too loosely or make any modification to the cover plate assembly.Readjust the sprinkler fitting for a better fit. Do not rotate the Cap Removal Tool for RC to the left with force when placing the two hook arms into place.The installed sprinkler may become loosened,which may cause water leakage. www.senjusprinkler.com Page 5 of 8 Document No.U085168 -02-08-2021 Installation Steps Step 1:The installation requirements for the sprinkler are as follows:to be installed only in the pendent position with the waterway perpendicular to the ceiling. Install the sprinkler fitting so that the distance from the face of the fitting to the mounting surface will be nominally 2 inches (50.8mm)as shown in Figure 3. Step 2:With pipe thread sealant applied to the threads, hand tighten the sprinkler into the sprinkler fitting.Then tighten it with the Socket NR-H or Ratchet(3/8" drive) &Socket NR-H Combination (Ref. Figure 4).The teeth of the Socket must fit perfectly with the grooves on the Sprinkler for proper installation(Ref. Figure 4). Step 3: If desired, the Protective Cap may also be used to locate the center of the clearance hole by gently pushing the ceiling material against the center point of the Protective Cap. Before the installation of the ceiling,the sprinkler installation can be started with a 2-3/8 inch (60mm) diameter clearance hole(Ref. Figure 3). Use the "Vertical Adjustment" indicator on the Protective Cap to check for proper installation height(Ref. Figure 3). Make a Space Here Ave.114"(6.4mm) Do Not Min.1/8'(3.2mm) Over-Tighten Groove on the Sprinkler Vertical Protective E Adjustment E cq N Tooth on the Socket E E Socket NR-H Mounting of Mounti Surface Surface 2-3l8" 0 60mm ._ Ceiling Hole Diameter Ratchet Correct Incorrect Figure 3:Installation Figure 4:Ratchet&Socket Step 4: Use the Cap Removal Tool for RC to remove the Protective Cap (Ref. Figure 5), and then push or screw a Cover Plate Assembly on the Cup of the Sprinkler by hand until its flange just has contact with the ceiling (Ref. Figure 6 and Figure 7). Stop tightening the Cover Plate Assembly once the flange has contact with the ceiling. If the ceiling has been lifted from its normal position in the process of tightening the Cover Plate Assembly, readjust the cover plate assembly as necessary. If the flange of the Cover Plate Assembly cannot contact the ceiling sufficiently, readjust the sprinkler fitting as necessary. When properly installed, there is a nominal 1/16 inch (1.6mm) air gap between the lip of the Cover Plate and the ceiling, as shown in Figure 6. Hook Up Sprinkler Head i r Protective Cap Cap Removal Tool - • i Pull down Step 1 Step 2 Step 3 Figure 5:Protective Cap Removal www.senjusprinkler.com Page 6 of 8 Document No.U085168 02-08-2021 Randy Collins From: Randy Collins Sent: Wednesday, December 6, 2023 12:28 PM To: 'Eclipse Fire Sprinklers' Cc: 'Austin Brereton' Subject: FW: Question Regarding 25381 Hwy 101 Hoodsport (FIR 2023-00026) Attachments: NFPA-13D Distance to Obstruction Table.pdf; FIR2023-00026 Insp Report.pdf John, As identified in my Monday email to you, I was at the site this morning to conduct the rough-in inspection and witness the bucket test. I was disappointed when I found you were not present to perform this and would of appreciated a response to my email or phone call that you were not planning on being there to save me the trip. Regardless, I went ahead and inspected the piping to verify it was consistent with the approved plans and came up with the following punch list which I shared with Austin.They are as follows: • In the bedrooms where the heads are close to the light fixtures, please use the enclosed table 8.2.5.3.2 as a guide to make sure the lights do not obstruct the sprinkler(FYI, it is the same one I will use at the final inspection) • "As Built" drawings will need to be prepared and submitted to me for approval at least a week before you schedule the final inspection.This is required because the system was originally identified as a combination (or flow-through) system as indicated on the plans (and confirmed by you in your Sept 5 email to me). However, it was changed to a "Stand Alone" system with the removal of the system suppling the toilets and the piping configuration in the living room/kitchen part of the dwelling has significant changes. • Because you were absent,the"Bucket Test" will need to occur before the final building inspection is scheduled. I am open to performing this at the final sprinkler inspection with the understanding if there is a problem and the piping needs to be modified, it is your responsibility. I have enclosed my inspection report which identifies this as well as outlines what will need to be in place for the final sprinkler inspection. Please note that if I have to make a special trip for the bucket test, an $80 re-inspection fee will need to be paid (not necessary if it is done at the final). Lastly, because I am a part-time employee, scheduling an inspection on-line, does not work so you should call me at 360- 427-9670 x309 to schedule any future inspections. If you have any questions, please let me know. Respectfully, Randy Collins, Fire Marshal From: Randy Collins Sent: Monday, December 4, 2023 8:56 AM To: 'Eclipse Fire Sprinklers' <meet.eclipsefire@gmail.com>; 'Austin Brereton' <abrereton5l@gmail.com> Subject: RE: Question Regarding 25381 Hwy 101 Hoodsport (FIR 2023-00026) Morning John,Austin, I just spoke with Mr. Brereton (cc'd here) about the inspection and advised I was booked today until after 3 so we set up 9 AM on Wednesday. Austin, here is the inspection report I said I would send you so you know exactly what I will be checking for. i 13D-18 INSTALLATION OF SPRINKLER SYSTEMS IN ONE-AND TWO-FAMILY DWELLINGS AND MANUFACTURED HOMES 0 Table 8.2.5.3.2 Positioning of Sprinklers to Avoid Obstructions //////�//////�///�/, to Discharge (Residential Upright and Pendent Spray Ceiling Sprinklers) Maximum Allowable % B Distance of Deflector Distance from Sprinklers to Above Bottom of Obstruction Side of Obstruction(A) Obstruction(in.) (B) Less than 1 ft(300 mm) 0 D A 1 ft(300 mm) to less than 1 ft 6 in. 0 (ft 6 6 i ft mm) Wall [A>_((D-200 mm)+B] 1 n. (450 mm) to less than 2 1 (25 mm) (600 mm) where:D 5 30 in.(750 mm) 2 ft(600 mm) to less than 2 ft 6 in. 1 (25 mm) % Elevation View (750 mm) 2 ft 6 in. (750 mm) to less than 3 ft 1 (25 mm) 0 FIGURE 8.2.5.3.3(a) Positioning of Sprinkler to Avoid (900 mm) Obstruction Against Walls(Residential Upright and Pendent 3 ft(900 mm) to less than 3 ft 6 in. 3 (75 mm) Spray Sprinklers). (1050 mm) 3 ft 6 in. (1050 mm) to less than 3 (75 mm) 4 ft(1200 mm) 4 ft(1200 mm) to less than 4 ft 5 (125 mm) 6 in. (1350 rum) 4 ft 6 in. (1350 mm) to less than 7 (175 mm) 5 ft(1500 mm) 5 ft (1500 mm) to less than 5 ft 7(175 mm) 6 in. (1650 mm) 5 ft 6 in. (1650 mm) to less than 7(175 mm) 6 ft 6 (1800 mm) to less than 6 ft 9 (225 mm) 6 in. (1950 mm) 6 ft 6 in. (1950 mm) to less than 11 (275 mm) 7 ft and greater erl(2100 mm) 14(350 mm) `� Ceiling Note.For A and B,refer to Figure 8.2.5.3.2. `\ Ceiling j jObstruction B D A Obstruction Wall [A>_(D-200 mm)+B] A / where:D<-30 in.(750 mm) / I Elevation View j Elevation View FIGURE 8.2.5.3.2 Positioning of Sprinkler to Avoid A FIGURE 8.2.5.3.3(b) Positioning of Sprinkler to Avoid Obstruction to Discharge (Residential Upright and Pendent Obstruction Against Walls(Residential Upright and Pendent Spray Sprinklers). Spray Sprinklers). 2019 Edition Shaded text=Revisions. A,-Text deletions and figure/table revisions. •=Section deletions. N=New material. 1 Randy Collins From: Eclipse Fire Sprinklers <meet.eclipsefire@gmail.com> Sent: Tuesday, September 5, 2023 8:28 PM To: Randy Collins Subject: Re: Question Regarding 25381 Hwy 101 Hoodsport (FIR 2023-00026) Attachments: image001 jpg Caution: External Email Warning!This email has originated from outside of the Mason County Network. Do not click links or open attachments unless you recognize the sender, are expecting the email, and know the content is safe. If a link sends you to a website where you are asked to validate using your Account and Password, DO NOT DO SO! Instead, report the incident. Hi Randy, thanks for checking back with me. Upon checking here is what I found out. 1. The Living room and Kitchen have a 6:12 pitch ceiling, while the rest of the house features flat ceilings. 2. We currently don't have a double check valve because this is a flow-thru system connected to one toilet per floor. We can install one if required, but many counties prefer the simplicity of a flow-thru system to avoid backflow preventers. 3. Our water supply isn't from a public source; the property is a campground/resort with its own water reservoir. We plan to connect the booster pump to this reservoir. Please let me know if you have any other questions. Thanks, John N. On Tue,Sep 5, 2023 at 11:22 AM Randy Collins<RCollins masoncountywa.gov>wrote: Dear Eclipse Fire, I have three questions regarding the 13D plans you submitted for this project.They are: Is the ceiling in the design area sloped or flat (and if sloped what is the pitch)? i • The riser detail shows a single check valve which I often see on plans but when I inspect the site, often find a double detector backflow assembly(required by the water purveyor). Please confirm if one is being required or will be present and related to this; • Is the system supplied by a public water system and if so,who is the purveyor? As soon as I have this information, I should be able to complete the plan check. Thanks Randy Collins Fire Marshal l� Mason County 360 427-9670 x309 360 490-0167 Cell x x John Shakespeare - owner 206-747-3105 call/text hello@eclipseflre.com eclipsefire.com Instagram z