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Report MS 41160 a(k 7t nD FPS2C2J-aoo72 Hydraulic Overview II OFFICE ��� E OPY Job Number:LG5344-Paint Booth#1 Report Description:Extra Hazard Group II Job IJ mnq Design neer RECEIVED LG5344 Jaredared Hill Job Name: - Phone FAX Artistic Paint Booths 503-657-5155 Address 1 State CerebcebonNcenee Number 7865 SW Hunziker 104570 CITY OF TIGARD Address 2 ..... ............ AHJ Tigard,OR BUILDING DIVISION Address 3 Job StreBuilding System Do,sny Area of Applicatan 0.400gpm/fe 2500.00ft'(Actual 467.10ft') Most Demanding Sprinkler Data Hose Streams 11.2 K-Factor 40.00 at 12.755 500.00 Coverage Per Sprinkler Number Of Sprinklers Calculated Number a Spdnoe,s Calculated 100.00ft' 11 0 System Pressure Demand System Flow Demand 89.988 457.16 Total Demand Pressure Result 957.16 @ 89.988 +13.193(12.8%) Supplies (Check Point Gauges Node Name Flow(oPml Hose Flow(dpml Staticlpsil Residual(psil Identifier Pressure(psi) K-Factor(K) Flow(doml 1 Water Supply 2256.00 500.00 104.000 100.000 • �<' PROF-L.- . c-.. ��G \ N Fe, /o 807 5P r• / OREGON v ✓4N 8 ,20oa \. EXPIRES: 6/30/2021 Artistic Water Supply at Node 1 (2256.00,500.00, 104.000,100.000) ©M.E.P.CAD,Inc. AutoSPRINK 2019 v15.1.22.0 6/4/2021 11:36:20AM Page 1 i.,„ 1 Hydraulic Summary Job Number:LG5344-Paint Booth#1 Ili'e - Report Description:Extra Hazard Group II Job Job Number Dvsi9n EnSi'ieci LG5344 Jared Hill Job Name: Stale CerdficaboNLicenee Number Artistic Paint Booths 104570 Address 1 AHJ 7865 SW Hunziker Address 2 _-......_ Job Site/Building ___._ _..-._.... Tigard,OR Address 3 Drawing Neme _..... Artistic System Re :, , Most Demanding Sprinkler Data Occupancy Job Suffix 11.2 K-Factor 40.00 at 12.755 Extra Hazard Group II Paint Booth#1 Hose Allowance At Source Density Area of Application 500.00 0.400gpm/ft2 2500.00ft2(Actual 467.1062) Additional Hose Supplies Number Of Sprinklers Calculated Number Of Nozzles Calculated Coverage Per Sprinkler Node Flow(gom) 11 0 100.00ft2 AutoPaek Results:Pressers For Remote Area(s)Adjacent To Most Remote Area Total Hose Streams 500.00 I:1 System Flow Demand Total Water Required(Including Hose Allowance) 457.16 957.16 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 36.71 between nodes 34 and 32 Maximum Velocity Under Ground 4.74 between nodes 3 and 2 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 3519.14gal Supplies Hose Flow Static Residual Flow Available Total Demand Required 1 Safety Margin Node Name (gpm) (psi) (psi) @ (gpm) (psi) @ (gpm) (psi) (psi) 1 Water Supply 500.00 104.000 100.000 2256.00 103.181 957.16 89.988 13.193 Contractor Contractor Number n.nrt Name contact la, 104570 Jared Hill Name of Contractor. Phone _„ „si. Western States Fire Protection 503-657-5155 Address 1 _- FAX 17500 SW 65th Avenue Address 2 Hnal Lake Oswego,OR 97035 jared.hill@wsfp.us Address 3 Web-Site k+,©M.E.P.CAD,Inc. gm AutoSPRINK 2019 v15.1.22.0 6/4/2021 11:36:23AM Page 2 Hydraulic Graph Job Number:LG5344-Paint Booth#1 Report Description:Extra Hazard Group II Water Supply at Node 1 150 135 - 120 105—Static Pressure 104.000 @ 100.000 90 7. 89.988 957.16 with hose streams •N — a z 75 to rn o- 60 2(System demand curve 45 30 15 0 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 I I I l 1 1 1 1 1 11 l I l 1 1 1 1 Il 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 0450 900 1350 1800 2250 2700 3150 3600 4050 4500 Water flow,gpm Fiydraulic Graph Water Supply at Node 1 Static Pressure 104.000 Residual:Pressure 100.000 @ 2256.00 Available Pressure at T of Test 103.181 @ 957.16 System Dement 89.988 @ 457.16 sysmm Demer,e lidwmq rtese aiowenu ar source) 89.988 @ 957.16 ©M.E.P.CAD, Inc. 415 AutoSPRINK 2019 v15.1.22.0 6/4/2021 11:36:25AM Page 3 m ummary Of Outflowing Devices Job Number:LG5344-Paint Booth#1 Report Description:Extra Hazard Group II Actual Flow Minimum Flow K-Factor Pressure Device (gpm) (Wm) (K) (psi) Sprinkler 301 39.00 14.82 5.6 48.513 Sprinkler 302 33.44 14.82 5.6 35.664 Sprinkler 303 33.24 14.82 5.6 35.241 Sprinkler 304 _- 54.89 40.00 11.2 24.019 Sprinkler 305 48.91 40.00 11.2 19.069 Sprinkler 306 48.73 40.00 11.2 18.933 Sprinkler 310 42.85 40.00 11.2 14.637 Sprinkler 311 40.53 40.00 11.2 13.095 Sprinkler 312 40.00 40.00 11.2 12.755 Sprinkler 313 37.98 20.40 11.2 11.496 Sprinkler 314 37.58 20.40 11.2 11.258 b Most Demanding Sprinkler Data A/, ©M.E.P.CAD,Inc. 1111 AutoSPRINK 2019 v15.1 22.0 6/4/2021 11:36:27AM Page 4 • Y. tag Job Number:LG5344-Paint Booth#1 Report Description:Extra Hazard Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length v Route 1 BL 1.0490 40.00 14.85 120 0.469124 5'-8 Pf 6.882 312 11-3 40.00 11.2 12.755 Sprinkler, 9'-0 Pe -1.951 70 15'-9 17.686 2E(2'-0),PO(5'-0) 14'-8 Pv BL 2.1570 40.00 3.51 120 0.014016 0'-6 Pf 0.007 70 15'-9 17.686 Pe 91 15'-9 17.693 0'-6 Pv BL 2.1570 77.58 6.81 120 0.047734 8'-6% Pf 0.409 91 15'-9 37.58 17.693 Flow(q)from Route 4 Pe 90 15'-9 18.102 8'-6% Pv BL 2.1570 115.55 10.15 120 0.099759 0'-11% Pf 0.093 90 15'-9 37.98 18.102 Flow(q)from Route 5 Pe 68 15'-9 18.195 0'-11% Pv BL 2.1570 156.08 13.70 120 0.173984 2'-9 Pf 2.619 68 15'-9 40.53 18.195 Flow(q)from Route 2 12'-3% Pe 66 15'-9 20.813 T(12'-3%) 15'-'/: Pv BL 2.1570 198.93 17.47 120 0.272525 11'-6 Pf 6.486 66 15'-9 42.85 20.813 Flow(q)from Route 3 12'-3% Pe 39 15'-9 27.300 T(12.-3%) 23'-9'/: Pv BL 2.1570 296.57 26.04 120 0.570491 1'-0 Pf 7.591 39 15'-9 97.64 27.300 Flow(q)from Route 6 12.-3% Pe 38 15'-9 34.891 T(12'-3%) 13'-3% Pv FR _ 2.1570 351.46 30.86 120 0.781056 2'-0 Pf 1.564 38 15'-9 54.89 34.891 Flow(q)from Route 8 Pe 58 15'-9 36.455 2'-0 Pv FR 2.1570 384.71 33.78 120 0.923199 3'-3'% Pf 3.030 58 15'-9 33.24 36.455 Flow(q)from Route 9 Pe 32 15'-9 39.485 3'-3'/z Pv FR 2.1570 418.15 36.71 120 1.077130 1-9% Pf 6.558 32 15'-9 33.44 39.485 Flow(q)from Route 10 4'-3% Pe 0.145 34 15'-5 46.188 fE(4'-3%) 6'-1 Pv FR 3.2600 418.15 16.07 120 0.144128 9'-4 Pf 1.345 34 15'-5 46.188 Pe 4.046 35 6'-1 51.580 9'-4 Pv FR 3.2600 457.16 17.57 120 0.169981 2'-7 Pf 6.380 35 6'-1 39.00 51.580 Flow(q)from Route 11 34'-11'% Pe 1.192 29 3'-4 59.152 CV(21'-6),f,BV(13'-5%) 37'-61/2 Pv DY 2.4690 457.16 30.63 120 0.657951 0'-0 Pf 2.824 29 3'-4 59.152 4'-3'% Pe 0.108 27 3'-1 62.084 fE(4'-3'/z) 4'-3'% Pv CM 3.2600 457.16 17.57 120 0.169981 41'-2% Pf 13.633 27 3'-1 62.084 38'-11% Pe -7.334 20 20'-0 68.383 2E(9'-5),P0(20'-2) 80'-2% Pv CM 4.0260 241.61 6.09 120 0.018693 62'-9% Pf 1.547 20 20'-0 68.383 20'-0 Pe 28 20'-0 69.930 2E(10'-0) 82'-9% Pv CM 4.0260 278.29 7.01 120 0.024280 10'-0 Pf 0.243 28 20'-0 36.68 69.930 Flow(q)from Route 13 Pe 51 20'-0 70.173 10.-0 Pv _CM 4.0260 316.70 7.98 120 0.030841 9-% Pf 0.896 51 20'-0 38.41 70.173 Flow(q)from Route 14 20'-0 Pe 72 20'-0 71.069 T(20'-0) 29-% Pv CM 6.0650 457.16 5.08 120 0.008268 104'-7% Pf 8.072 72 20'-0 140.45 71.069 Flow(q)from Route 12 146'-0 Pe 7.835 12 1'-11'% 86.977 3E(14'-0),CV(32'-0),GV(3'-0), 250'-7% Pv LtE(9'-0),2T(30'-0),BFP(-6.000) FR 6.2800 457.16 4.74 140 0.005246 1'-5% Pf 0.008 12 1'-11% 86.977 Pe 0.626 11 0'-5% 87.610 1-5% Pv FR 6.0650 457.16 5.08 120 0.008268 3'-6 Pf 0.145 11 0'-5% 87.610 14'-0 Pe 1.517 2 -3-'/, 89.272 E(14'-0) 17'-6 Pv UG 6.2800 457.16 4.74 140 0.005246 98.-6% Pf 0.633 2 -3'-% 89.272 22-% Pe 3 -3'-% 89.905 E(22-'/,) 120'-7'% Pv UG 12.4600 457.16 1.20 140 0.000187 445'-9 Pf 0.083 3 -3-'/. 89.905 Pe 1 -3'-% 89.988 Water Supply 445'-9 Pv 1V©M.E.P.CAD,Inc. al AutoSPRINK 2019 v15.1.22.0 6/4/2021 11:36:29AM Page 5 r Hydraulic Analysis i Job Number:LG5344-Paint Booth#1 Report Description:Extra Hazard Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length 500.00 Hose Allowance At Source 1 957.16 se Route 2 BL 1.0490 40.53 15.05 120 0.480665 5'-8 Pf 7.051 311 11'-3 40.53 11.2 13.095 Sprinkler, 9'-0 Pe -1.951 68 15'-9 18.195 2E(2'-0),P0(5'-0) 14'-8 Pv as Route 3 BL 1.0490 42.85 15.91 120 0.532806 5'-8 Pf 7.816 310 11'-3 42.85 11.2 14.637 Sprinkler, 9'-0 Pe -1.951 65 15'-9 20.502 2E(2'-0),P0(5'-0) 14'-8 Pv BL 2.1570 42.85 3.76 120 0.015918 7'-3% Pf 0.312 65 15'-9 20.502 12'-3% Pe 66 15'-9 20.813 T(12'-3%) 19'-7 Pv Route 4 BL 1.0490 37.58 13.95 120 0.417944 9.-3/4 Pf 8.386 314 11'-3 37.58 11.2 11.258 Sprinkler, 11'-0 Pe -1.951 91 15'-9 17.693 3E(2'-0),P0(5'-0) 20'%4 Pv G Route 5 BL 1.0490 37.98 14.10 120 0.426138 9'-1 Pf 8.556 313 11'-3 37.98 11.2 11.496 Sprinkler, 11'-0 Pe -1.951 90 15'-9 18.102 3E(2'-0),P0(5'-0) 20'-1 Pv GO Route 6 BL 1.0490 48.73 18.09 120 0.676020 5'-8 Pf 9.915 306 11'-3 48.73 11.2 18.933 Sprinkler, 9'-0 Pe -1.951 43 15'-9 26.897 2E(2'-0),P0(5'-0) 14'-8 Pv BL 2.1570 48.73 4.28 120 0.020197 10'-0 Pf 0.202 43 15'-9 26.897 Pe 41 15'-9 27.099 10'-0 Pv BL 2.1570 97.64 8.57 120 0.073052 2'-9 Pf 0.200 41 15'-9 48.91 27.099 Flow(q)from Route 7 Pe 39 15'-9 27.300 2'-9 Pv ias Route 7 BL 1.0490 48.91 18.16 120 0.680513 5'-8 Pf 9.981 305 11'-3 48.91 11.2 19.069 Sprinkler, 9'-0 Pe -1.951 41 15'-9 27.099 2E(2'-0),P0(5'-0) 14'-8 Pv w Route 8 BL 1.0490 54.89 20.38 120 0.842435 5'-8 Pf 12.356 304 11'-3 54.89 11.2 24.019 Sprinkler, 9'-0 Pe -1.951 37 15'-9 34.423 2E(2'-0),P0(5.-0) 14'-8 Pv BL 2.1570 54.89 4.82 120 0.025169 6'-3% Pf 0.468 37 15'-9 34.423 12'-3% Pe 38 15'-9 34.891 T(12'-3%) 18'-7 Pv f Route 9 BL 1.0490 33.24 12.34 120 0.333154 4'-6 Pf 3.165 303 11'-3 33.24 5.6 35.241 Sprinkler, 5'-0 Pe -1.951 58 15'-9 36.455 P0(5'-0) 9'-6 Pv as Route 10 BL 1.0490 33.44 12.41 120 0.336850 4'-4'% Pf 3.822 302 15'-9 33.44 5.6 35.664 Sprinkler, 7'-0 Pe 32 15'-9 39.485 E(2'-0),P0(5'-0) 11'-4% Pv v Route 11 BL 1.0490 39.00 14.48 120 0.447759 0'-6 Pf 2.463 301 1'-7 39.00 5.6 48.513 Sprinkler, 5'-0 Pe 0.217 59 1'-1 51.193 P0(5'-0) 5'-6 Pv BL 1.4420 39.00 7.66 120 0.095074 8'-31/2 Pf 2.555 59 1'-1 51.193 18'-7 Pe -2.168 35 6'-1 51.580 3E(3'-8%) P0(7'-5%) 26'-10%z Pv GO Route 12 RN 2.0670 47.40 4.53 120 0.023609 63'-9% Pf 2.214 99 20'-0 68.679 30'-0 Pe 101 20'-0 70.893 2T(10'-0),P0(10'-0) 93'-9'% Pv CM 4.0260 94.17 2.37 120 0.003271 10'-0 Pf 0.033 101 20'-0 46.77 70.893 Flow(q)from Route 16 Pe 77 20'-0 70.926 10'-0 Pv CM 4.0260 140.45 3.54 120 0.006852 0'-11% Pf 0.143 77 20'-0 46.28 70.926 Flow(q)from Route 15 20'-0 Pe 72 20'-0 71.069 T(20'-0) 20'-11% Pv ©M.E.P.CAD,Inc. di AutoSPRINK 2019 v15.1.22.0 6/4/2021 11:36:29AM Page 6 11 Hydraulic Analysis Job Number:LG5344-Paint Booth#1 ��44 Report Description:Extra Hazard Group II Pipe Type _ Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length w Route 13 CM 4.0260 215.54 5.43 120 0.015134 1-5Yz Pf 0.022 20 20'-0 241.61 68.383 Flow(q)from Route 1 Pe 26 20'-0 68.405 1'-5'% P• v RN 2.0670 36.68 3.51 120 0.014695 63'-91/z Pf 1.525 26 20'-0 68.405 P0(10.-0) 40'-0 Pe 28 20'-0 69.930 2T(10'-0),P0(10'-0) 103'-9'/z Pv al Route 14 RN 2.0670 38.41 3.67 120 0.016002 63'-9% P• f 1.661 49 20'-0 178.86 68.512 P0(10'-0),Flow(q)from Route 40'-0 Pe 51 20'-0 70.173 17 103.-9'% Pv 2T(10'-0),P0(10.-0) o Route 15 CM 4.0260 140.45 3.54 120 0.006852 10'-0 Pf 0.069 49 20'-0 178.86 68.512 Flow(q)from Route 17 Pe 75 20'-0 68.581 10'-0 Pv RN 2.0670 46.28 4.43 120 0.022595 63'-9'/z P• f 2.345 75 20'-0 68.581 P0(10.-0) 40'-0 Pe 77 20'-0 70.926 2T(10'-0),P0(10'-0) 103'-9'% P• v - Route 16 RN 2.0670 46.77 4.47 120 0.023036 63'-9'/z P• f 2.160 115 20'-0 46.77 68.724 Flow(q)from Route 18 30'-0 Pe 117 20'-0 70.884 2T(10'-0),P0(10.-0) 93'-9'/z P• v CM 4.0260 46.77 1.18 120 0.000896 10'-0 Pf 0.009 117 20'-0 70.884 Pe 101 20'-0 70.893 10'-0 Pv ✓ Route 17 CM 4.0260 178.86 4.51 120 0.010717 10.-0 Pf 0.107 26 20'-0 36.68 68.405 Flow(q)from Route 13 Pe 49 20'-0 68.512 10'-0 Pv v Route 18 CM 4.0260 94.17 2.37 120 0.003271 10'-0 Pf 0.098 75 20'-0 46.28 68.581 Flow(q)from Route 15 20'-0 Pe 99 20'-0 68.679 P0(20'-0) 30'-0 Pv CM 4.0260 46.77 1.18 120 0.000896 10'-0 Pf 0.045 99 20'-0 68.679 P0(20'-0) 40'-0 Pe 115 20'-0 68.724 P0(20'-0) 50'-0 Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) II o6*o }!, viii Actual Inside Diameter 4'87 Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 1.16 1.33 1.51 J/,i ©M.E.P.CAD,Inc. as AutoSPRINK 2019 v15.1.22.0 6/4/2021 11:36:29AM Page 7 al Hydraulic Analysis Job Number:LG5344-Paint Booth#1 Report Description:Extra Hazard Group II Pipe Type Diameter Flow Velocity HWC _ Friction Loss _ Length Pressure 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 BalV 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° FR 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 Pt Total pressure at a point in a pipe DelV Deluge Valve SP Sprig DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90°Elbow UG Underground Pf Pressure loss due to friction between points EE 45°Elbow Pe Pressure due to elevation difference between indicated Eel l l'/<°Elbow points Ee2 22''/Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd 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 ©M.E.P.CAD,Inc. AutoSPRINK 2019 v15.1.22.0 6/4/2021 11:36:29AM Page 8 ii..115 Hydraulic Overview Job Number:LG5344-Paint Booth#2 iiMt Report Description:Extra Hazard Group II Job Job Number Design Enairtr� LG5344 Jared Hill Job Name: Phone FAX Artistic Paint Booths 503-657-5155 Address 1 State Cerlification&License Number 7865 SW Hunziker 104570 Address 2 _-.- AHJ Tigard,OR Address 3 Job Site/Building System Density Area of Applrcatlon 0.400gpm/ft2 2500.00ft2(Actual 585.83ft2) Most Demanding Sprinkler Data Hose Streams 11.2 K-Factor 40.00 at 12.755 500.00 Coverage Per Sprinkler Number 01 Sprinklers Calculated Number a Spdnklam Dalo,letetl 100.00ft2 11 0 System Pressure Demand System Flow Demand 71.654 389.82 Total Demand Pressure Result 889.82 @ 71.654 +31.631 (30.6%) Supplies Check Point Gauges Node Name Flow(apml Hose Flow(dom) Static(psil Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(gpmi 1 Water Supply 2256.00 500.00 104.000 100.000 Artistic Water Supply at Node 1 (2256.00,500.00,104.000,100.000) 150 — 135 - 120 105_EStatic Pressure 104.000 I 2256.00 100.000aa.,,a 90 — a — i —75 E 389.82 71.65/1 r i I 1889.82 I with hose streams " 60 — 45_System demand curve 30 15 0 �u1WUW II1IIIW IIUIIIII I1IItt111 111111lll Itllllttl 111111111 IIIltIII 459J 350 1800 2250 2700 3150 3600 4050 4500 Water flow,gpm ©M.E.P.CAD,Inc. �,AutoSPRINK 2019 v15.1.22.0 6/4/2021 11:37:03AM Page 1 r � Hydraulic Summary Job Number:LG5344-Paint Booth#2 Report Description:Extra Hazard Group II Job Job Number Design Engineer LG5344 Jared Hill Job Name: ---- -- State CertificetiordLiosrwe Number Artistic Paint Booths 104570 Address I _ -....-..-. AHJ 7865 SW Hunziker Address 2 -. Job Site/Building Tigard,OR Address 3 Drawing Name Artistic Remote Area(s) Most Demanding Sprinkler Data OccuPanry Job Suffix 11.2 K-Factor 40.00 at 12.755 Extra Hazard Group II Paint Booth#2 Hose Allowance At Source Density Area of Application 500.00 0.400gpm/ft2 2500.00ft2(Actual 585.83ft2) Additional Hose Supplies Number Of Sprinklers Calcubted Number Of Noaates Calculated Coverage Per Sprinkler Node Flow(opml 11 0 100.00ft2 --Pr AuloPMk Results:Pressure For Remote Area(a)Ad(eaM To Most Remote Area Total Hose Streams 500.00 System Flow Demand Total Water Required(Including Hose Allowance) 389.82 889.82 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 34.23 between nodes 156 and 146 Maximum Velocity Under Ground 4.04 between nodes 3 and 2 Volume capacity of Wet Pipes Volume cepacly of Dry Pipes 3519.14gal Supplies Hose Flow Static Residual Flow l Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) @ (gpm) (psi) @ (gpm) (psi) (psi) 1 Water Supply 500.00 104.000 100.000 2256.00 103.285 889.82 71.654 31.631 Contractor Contractor Number Contact Nano Contact Tide 104570 Jared Hill Name of Contractor: Phone Extension Western States Fire Protection 503-657-5155 Address, FAX 17500 SW 65th Avenue Address 2 Email Lake Oswego,OR 97035 jared.hill@wsfp.us Address 3 Web-She �+j ©M.E.P.CAD,Inc. AutoSPRINK 2019 v15.1.22.0 6/4/2021 11:37:07AM Page 2 ,ate. e9 5 Hydraulic Graph Job Number:LG5344-Paint Booth#2 .14 Report Description:Extra Hazard Group II Water Supply at Node 1 150 135 120 105—Static Pressure 104.000 _2256.00 @ 100.000 90 "N — a 75 N _ 389.82 @ 71.654 N _ — 889.82 with hose streams a 60 45 =System demand curve 30 15 0 —n11111111111 111 a 11 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0450 900 1350 1800 2250 2700 3150 3600 4050 4500 Water flow,gpm Hydraulic Graph Water Supply at Node 1 Static.Pressure 104.000 Residual'.Pressure 100.000 @ 2256.00 Available Pressure at Time of Test 103.285 @ 889.82 71.654 @ 389.82 system oemam Urautlmy close alowarco al suurae) 71.654 @ 889.82 L©M.E.P.CAD,Inc. 4. AutoSPRINK 2019 v15.1.22.0 6/4/2021 11:37:08AM Page 3 Aimitg4, .:is _. h..5..: ,, - / > Summary Of Outflowing Devices ` Job Number:LG5344-Paint Booth#2 Report Description:Extra Hazard Group II Actual Flow Minimum Flow K-Factor Pressure Device (gpm) (gpm) (K) (psi) Sprinkler 315 26.96 14.82 5.6 23.173 Sprinkler 316 43.00 40.00 11.2 14.737 Sprinkler 317 40.14 40.00 11.2 12.842 t4> Sprinkler 318 40.00 40.00 11.2 12.755 Sprinkler 319 27.16 14.82 5.6 23.516 Sprinkler 320 27.27 14.82 5.6 23.715 Sprinkler 321 44.23 40.00 11.2 15.598 Sprinkler 322 43.51 40.00 11.2 15.091 Sprinkler 323 43.36 40.00 11.2 14.990 Sprinkler 324 29.32 14.82 5.6 27.412 Sprinkler 325 24.88 14.82 5.6 19.731 4> Most Demanding Sprinkler Data k,©M.E.P.CAD,Inc. le AutoSPRINK 2019 v15.1.22.0 6/4/2021 11:37:10AM Page 4 IN rplig , s Job Number:LG5344-Paint Booth#2 .,d a�r13� e�t�t+asa.�baa#xtfa �. ,rt€ a1��k ;la`a a • Report Description:Extra Hazard Group II 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 1.0490 40.00 14.85 120 0.469124 5'-4 Pf 5.783 318 14'-0 40.00 11.2 12.755 Sprinkler, 7'-0 Pe -0.650 106 15'-6 17.888 E(2'-0),P0(5'-0) 12'-4 Pv CM 2.1570 40.00 3.51 120 0.014016 8'-9 Pf 0.123 106 15'-6 17.888 Pe 104 15'-6 18.011 8'-9 Pv CM 2.1570 80.14 7.04 120 0.050685 12-'/2 Pf 0.922 104 15'-6 40.14 18.011 Flow(q)from Route 2 6'-1% Pe 112 15'-6 18.933 E(6'-1%) 18'-2% Pv CM 2.1570 123.13 10.81 120 0.112198 10'-0 Pf 1.122 112 15'-6 43.00 18.933 Flow(q)from Route 3 Pe 127 15'-6 20.055 10'-0 Pv CM 2.1570 167.37 14.69 120 0.197962 1'-7% Pf 2.763 127 15'-6 44.23 20.055 Flow(q)from Route 6 12'-3% Pe 152 15'-6 22.818 T(12'-3%) 13'-11'/2 Pv CM 2.1570 254.24 22.32 120 0.429040 7'-7% Pf 3.283 152 15'-6 86.87 22.818 Flow(q)from Route 4 Pe 148 15'-6 26.101 7'-7% P• v CM 2.1570 279.11 24.51 120 0.509913 10'-3'/2 P• f 8.386 148 15'-6 24.88 26.101 Flow(q)from Route 7 6'-1% Pe 3.902 146 6'-6 38.389 E(6'-1%) 16'-5Y4 Pv CM 2.1570 389.82 34.23 120 0.946011 0'-9'/2 P• f 0.758 146 6'-6 110.70 38.389 Flow(q)from Route 8 Pe 0.348 156 5'-8% 39.495 0'-9'/2 P• v CM 3.2600 389.82 14.98 120 0.126583 57'-6'% Pf 17.492 156 5'-8'% 39.495 80'-7% Pe -6.200 125 20'-0 50.786 CV(21'-6),f,BV(13'-5'A),fE(6'-8 138'-2'% Pv 3/4),2E(9'-5),P0(20'-2) CM 4.0260 50.57 1.27 120 0.001035 0'-8% Pf 0.021 125 20'-0 50.786 20'-0 Pe 115 20'-0 50.808 P0(20.-0) 20'-8% Pv RN 2.0670 50.57 4.84 120 0.026618 63'-9'/2 P• f 2.496 115 20'-0 50.808 30'-0 Pe 117 20'-0 53.304 2T(10'-0),P0(10.-0) 93.-9'% P• v CM 4.0260 50.57 1.27 120 0.001035 10'-0 Pf 0.010 117 20'-0 53.304 Pe 101 20'-0 53.315 10.-0 Pv CM 4.0260 95.32 2.40 120 0.003345 10'-0 Pf 0.033 101 20'-0 44.75 53.315 Flow(q)from Route 12 Pe 77 20'-0 53.348 10'-0 Pv CM 4.0260 137.41 3.46 120 0.006581 0'-11% P• f 0.138 77 20'-0 42.09 53.348 Flow(q)from Route 13 20'-0 Pe 72 20'-0 53.486 T(20'-0) 20'-11'% Pv CM 6.0650 389.82 4.33 120 0.006157 104'-7% Pf 7.543 72 20'-0 252.40 53.486 Flow(q)from Route 14 146'-0 Pe 7.835 12 1'-11'% 68.864 3E(14'-0),CV(32'-0),GV(3'-0), 250'-7% Pv LtE(9'-0),2T(30'-0),BFP(-6.000) FR 6.2800 389.82 4.04 140 0.003907 1'-5% Pf 0.006 12 1'-11'% 68.864 Pe 0.626 11 0'-5% 69.496 1-5% Pv FR 6.0650 389.82 4.33 120 0.006157 3'-6 Pf 0.108 11 0'-5% 69.496 14'-0 Pe 1.517 2 3='/4 71.121 E(14'-0) 17'-6 Pv UG 6.2800 389.82 __ 4.04 140 0.003907 98'-6% P• f 0.471 2 -3'-% 71.121 22'-3/4 Pe 3 -3-'% 71.592 E(22-%) 120'-7'% Pv UG 12.4600 389.82 1.03 140 0.000139 445'-9 Pf 0.062 3 -3-% 71.592 Pe 1 -3-'/4 71.654 Water Supply 445'-9 Pv 500.00 Hose Allowance At Source 1 889.82 ✓ Route 2 BL 1.0490 40.14 14.90 120 0.472063 5.-4 Pf 5.820 317 14'-0 40.14 11.2 12.842 Sprinkler, 7'-0 Pe -0.650 104 15'-6 18.011 E(2'-0),PG(5'-0) 12'-4 Pv w Route 3 k,©M.E.P.CAD,Inc. in AutoSPRINK 2019 v15.1.22.0 6/4/2021 11:37:12AM Page 5 II Hydraulic Analysis 1 Job Number:LG5344-Paint Booth#2 Report Description:Extra Hazard Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length BL 1.0490 43.00 15.96 120 0.536190 2='/2 Pf 4.846 316 14'-0 43.00 11.2 14.737 Sprinkler, 7'-0 Pe -0.650 112 15'-6 18.933 E(2'-0),P0(5.-0) 9'-'/= Pv fie Route 4 BL 1.0490 43.36 16.10 120 0.544701 5'-2Y: Pf 6.645 323 14'-0 43.36 11.2 14.990 Sprinkler, 7'-0 Pe -0.650 164 15'-6 20.985 E(2'-0),P0(5'-0) 12'-2% Pv CM 2.1570 43.36 3.81 120 0.016274 8'-9 Pf 0.142 164 15'-6 20.985 Pe 163 15'-6 21.128 8'-9 Pv CM 2.1570 86.87 7.63 120 0.058849 10'-3% Pf 1.690 163 15'-6 43.51 21.128 Flow(q)from Route 5 18'-5'% Pe 152 15'-6 22.818 E(6'-1%),T(12'-3%) 28'-8% Pv el Route 5 BL 1.0490 43.51 16.15 120 0.548095 5'-2Yz Pf 6.686 322 14'-0 43.51 11.2 15.091 Sprinkler, 7'-0 Pe -0.650 163 15'-6 21.128 E(2'-0),P0(5'-0) 12'-2Yz Pv fib Route 6 BL 1.0490 44.23 16.42 120 0.565095 2='% Pf 5.107 321 14'-0 44.23 11.2 15.598 Sprinkler, 7'-0 Pe -0.650 127 15'-6 20.055 E(2'-0),P0(5'-0) 9'-Y= Pv el Route 7 BL 1.0490 24.88 9.23 120 0.194823 _ 10'-4 Pf 3.768 325 21'-6 24.88 5.6 19.731 Sprinkler, 9'-0 Pe 2.601 148 15'-6 26.101 2E(2'-0),P0(5'-0) 19'-4 Pv v Route 8 BL 1.0490 26.96 10.01 120 0.226065 0'-6 Pf 1.243 315 3'-0 26.96 5.6 23.173 Sprinkler, 5'-0 Pe -0.217 110 3'-6 24.200 P0(5'-0) 5'-6 Pv CM 1.4420 26.96 5.30 120 0.048001 7'-6 Pf 0.360 110 3'-6 24.200 Pe 121 3'-6 24.560 7'-6 Pv CM 1.4420 54.11 10.63 120 0.174225 3'-8'% Pf 0.643 121 3'-6 27.16 24.560 Flow(q)from Route 9 Pe 122 3'-6 25.202 3'-8'% Pv CM 1.4420 81.38 15.99 120 0.370678 3'-1'% Pf 3.911 122 3'-6 27.27 25.202 Flow(q)from Route 10 7'-5'% Pe 150 3'-6 29.114 T(T-5%) 10'-6'/2 Pv CM 1.4420 110.70 21.75 120 0.654933 5'-0 Pf 10.576 150 3'-6 29.32 29.114 Flow(q)from Route 11 11'-1% Pe -1.301 146 6'-6 38.389 E(3'-8V2),PO(7'-5%) 16'-1% Pv Ili Route 9 BL 1.0490 27.16 10.08 120 0.229158 0'-6 Pf 1.260 319 3'-0 27.16 5.6 23.516 Sprinkler, 5'-0 Pe -0.217 121 3'-6 24.560 P0(5'-0) 5'-6 Pv fiii Route 10 _ BL 1.0490 27.27 10.12 120 0.230954 0'-6 Pf 1.270 320 4'-0 27.27 5.6 23.715 Sprinkler, 5'-0 Pe 0.217 122 3'-6 25.202 P0(5.-0) 5'-6 Pv Gil Route 11 BL 1.0490 29.32 10.88 120 0.264069 0'-6 Pf 1.452 324 3'-0 29.32 5.6 27.412 Sprinkler, 5'-0 Pe -0.217 160 3'-6 28.648 P0(5'-0) 5'-6 Pv CM 1.4420 29.32 5.76 120 0.056070 0'-10% Pf 0.466 160 3'-6 28.648 7'-5% Pe 150 3'-6 29.114 T(7'-5%) 8'-3% Pv GI Route 12 CM 4.0260 339.25 8.55 120 0.035024 9'-3% Pf 0.325 125 20'-0 50.57 50.786 Flow(q)from Route 1 Pe 99 20'-0 51.111 9'-3% Pv RN 2.0670 44.75 4.28 120 0.021229 63'-9% Pf 2.203 99 20'-0 51.111 P0(10'-0) 40'-0 Pe 101 20'-0 53.315 2T(10'-0),P0(10.-0) 103'-9'% Pv GI Route 13 CM 4.0260 294.50 7.42 120 0.026960 10'-0 Pf 0.270 99 20'-0 44.75 51.111 Flow(q)from Route 12 Pe 75 20'-0 51.381 10'-0 Pv 6s,©M.E.P.CAD,Inc. in AutoSPRINK 2019 v15.1.22.0 6/4/2021 11:37:12AM Page 6 w i / ., t Job Number:LG5344-Paint Booth#2 fr)tE.Ittr � *W.�3x flra ��. F ia� '�`� i�� °d Report Description:Extra Hazard Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length RN 2.0670 42.09 4.02 120 0.018953 63'-91/2 Pf 1.967 75 20'-0 51.381 P0(10'-0) 40'-0 Pe 77 20'-0 53.348 2T(10'-0),P0(10'-0) 103'-9Y: Pv iiii Route 14 CM 4.0260 252.40 6.36 120 0.020267 10'-0 Pf 0.203 75 20'-0 42.09 51.381 Flow(q)from Route 13 Pe 49 20'-0 51.584 10.-0 Pv RN 2.0670 33.83 3.23 120 0.012653 63'-9'/2 Pf 1.313 49 20'-0 51.584 P0(10'-0) 40'-0 Pe 51 20'-0 52.897 2T(10'-0),P0(10.-0) 103'-9'/: Pv CM 4.0260 252.40 6.36 120 0.020267 9-% Pf 0.589 51 20'-0 218.57 52.897 Flow(q)from Route 15 20'-0 Pe 72 20'-0 53.486 T(20'-0) 29'-3/4 Pv w Route 15 CM 4.0260 218.57 5.51 120 0.015530 10'-0 Pf 0.155 49 20'-0 33.83 51.584 Flow(q)from Route 14 Pe 26 20'-0 51.739 10'-0 Pv CM 4.0260 189.33 4.77 120 0.011906 64'-21/2 Pf 1.003 26 20'-0 51.739 20'-0 Pe 28 20'-0 52.741 2E(10'-0) 84'-2Y% Pv CM 4.0260 218.57 5.51 120 0.015530 10'-0 Pf 0.155 28 20'-0 29.24 52.741 Flow(q)from Route 16 Pe 51 20'-0 52.897 10'-0 Pv v Route 16 RN 2.0670 29.24 2.80 120 0.009661 63'-9'/z Pf 1.003 26 20'-0 51.739 P0(10'-0) 40'-0 Pe 28 20'-0 52.741 2T(10'-0),P0(10.-0) 103'-9% Pv katibsa� r "aid aN!--'ea .§� -,. r.. ,A 6...;.;4,..4. Actual Inside Diameter 487 Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 1.16 1.33 1.51 k©M.E.P.CAD,Inc. a AutoSPRINK 2019 v15.1.22.0 6/4/2021 11:37:12AM Page 7 go,ilydraulic Analysis Job Number:LG5344-Paint Booth#2 Report Description:Extra Hazard Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length j r r- 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 BalV 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° FR 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 DelV Deluge Valve Pt Total pressure at a point in a pipe SP Sprig DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90°Elbow UG Underground Pf Pressure loss due to friction between points EE 45°Elbow Pe Pressure due to elevation difference between indicated Eel 111/4°Elbow points Ee2 221/2°Elbow Pv Velocity pressure at a point in a pipe f Flow Device - i I fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow fig 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 L©M.E.P.CAD,Inc. AutoSPRINK 2019 v15.1.22.0 6/4/2021 11:37:12AM Page 8 Bulletin 129 February 2021 Reilabid Model GXLO Series Sprinklers Storage and Non-Storage Sprinklers K11.2(160 metric) Product Description Reliable Model GXLO(extra-large orifice) upright and pendent sprinklers are standard coverage standard-response sprinklers that utilize a robust center strut, solder in compression thermal element.These sprinklers are intended for use in hydraulically calculated control mode density area(CMDA)storage and non- storage occupancies in accordance with the area/density curves ate• of NFPA 13 or other applicable standards. f The Model GXLO sprinkler is FM Approved as a standard- Upright Pendent response storage and non-storage sprinkler when used in accordance with FM Global Property Loss Prevention Data Sheets. Model GXLO Series Sprinklers For new installations,the sprinkler is provided with either 3/4-inch NPT or ISO 7-R3/4 threads.The upright version is also available 44, ,i, W,. with 1/2-inch NPT or ISO 7-R1/2 threads for retrofit installations only. Sprinklers without guards are installed using the Model H t. wrench. r. For use as an intermediate level sprinkler,the Model GXLO `• , upright sprinkler is available with a factory installed water shield. Various other water shields, guards, or guard/shield options are t also available for both upright and pendent models(please refer to Technical Specifications on following pages). Sprinkler guards or guard/shields may be installed in the field or factory installed. Upright with Factory Installed Shield Use of the Model JV sprinkler wrench is required for installation where a guard is added to the sprinkler prior to threading the assembly into a fitting. Model GXLO Specifications Table A Sprinkler Identification Listings and Style Number(SIN) Approvals Sensitivity K-Factor Upright R2921 cULus, FM Standard Response 11.2 (160 metric) Pendent R2916 FM www.reliablesprinkler.com Model GXLO Upright Sprinkler SIN R2921 Technical Specifications Sensitivity Style:Upright Standard Response Threads:3/4"NPT or ISO 7-1 R3/4* Nominal K-Factor:11.2(160 metric) Temperature Ratings Max.Working Pressure:175 psi(12 bar) See Table D Material Specifications Guards&Shields Thermal Sensor:Solder Capsule D-6 Guard&Water Shield(cULus) A r, Sprinkler Frame:Brass Alloy D-7 Guard&Water Shield(FM) Button/Cup:Brass Alloy D-8 Guard(FM) Sealing Assembly:Brass with PTFE Water Shield(factory installed;FM) Load Screw:Bronze Deflector:Bronze Alloy Sprinkler Wrench I! _ Levers:Bronze Alloy Model H Ejection Spring:Stainless Steel Model JV(with guard installed) Sprinkler Finishes Listings and Approvals See Table C cULus Listed = FM Approved `Note: 1/2" NPT and ISO 7-R1/2 threads available for RETROFIT APPLICATIONS ONLY. Model GXLO Upright Components and Dimensions Figure 1 4-1/2"(114 mm) 1-7/8" - _ Deflector (48 mm) /ill% Frame A Load Screw Optional: / ,� Factory - Isla' 2-3/4"(70 mm) r i i Installed • '�r� •!� Lever ArmWater s Cu./Seal .�RASCO �y� Shield RASCO WSW WA Assembly Solder Capsule (FM only) Thermal Element Threads /„,- --- 129FG01 COMPONENTS DIMENSIONS Bulletin 129 Page 2 of 5 . February 2021 i 1 .4-. www.reliablesprinkler.com Model GXLO Pendent Sprinkler SIN R2916 Technical Specifications Sensitivity Style:Pendent Standard Response Threads:3/4"NPT or ISO 7-1R3/4 Nominal K-Factor: 11.2(160 metric) Temperature Ratings Max.Working Pressure: 175 psi(12 bar) See Table D �. Material Specifications Guards&Shields Thermal Sensor:Beryllium Nickel Solder Link D-8 Guard - Sprinkler Frame:Brass Alloy D-9 Guard&Water Shield t Button/Cup:Brass Alloy S-2 Water Shield Sealing Assembly:Brass Alloy with PTFE -' Load Screw:Bronze Sprinkler Wrench • r Deflector:Bronze Alloy Model H Levers:Bronze Alloy Model JV(with guard installed) Sprinkler Finishes Listings and Approvals See Table C FM Approved Model GXLO Pendent Components and Dimensions Figure 2 3-1/4"(83 mm) Threads /� _ VIEW 1111111W oosda oosva Frame Cu./Seal ter 'i=��I2-3/4"(70 mm) Assembly t Optional S-2 ` " Water Shield Lever Arms \�� / Solder Capsule111 �■,- Thermal Element ■ Deflector Load Screw 1-1/2" (38 mm) 129FG02 COMPONENTS DIMENSIONS Bulletin 129 • 7 r- Page 3 of 5 February 2021 www.reliablesprinkler.com • Model GXLO Commodity Selection and Design Criteria Overview Table B Storage Type NFPA FM GLOBAL Sprinkler Type CMDA Storage Response Type SR SR System Type Pendent-Wet Pendent-Wet Upright-Wet, Dry, Preaction Upright-Wet, Dry, Preaction Temperature Rating°F(°C) 165,212,286(74, 100, 141) 165,212,286(74, 100, 141) Roof Construction See NFPA 13 See FM Global 2-0 Ceiling Slope See NFPA 13 See FM Global 2-0 Maximum Coverage Area See NFPA 13 See FM Global 2-0 Minimum Coverage Area See NFPA 13 See FM Global 2-0 Maximum Spacing See NFPA 13 See FM Global 2-0 Minimum Spacing See NFPA 13 See FM Global 2-0 Minimum Clearance to Commodity See NFPA 13 See FM Global 2-0 Sprinkler Distance to Ceiling See NFPA 13 See FM Global 2-0 Open Frame,Single, Double, Multiple Row, or Portable Rack Storage of Class See NFPA 13 See FM 2-0&8-9 I-IV Commodity and Group A Plastic Solid Pile or Palletized Storage of Class See NFPA 13 See FM 2-0&8-9 I-IV Commodity and Group A Plastic Idle Pallet Storage See NFPA 13 See FM 2-0,8-9&8-24 Rubber Tire Storage See NFPA 13 See FM 8-3 Rolled Paper Storage See NFPA 13 Pendent N/A Upright-See FM 8-21 Flammable Liquid Storage See NFPA 30 See FM 7-29 and 8-9 Aerosol Storage See NFPA 13 See FM 7-31 Auto Components in Portable Racks N/A N/A Bulletin 129 NUE Page 4 of 5 February 2021 www.reliablesprinkler.com Finishes Table C Maintenance Upright(R2921) Pendent(R2916) Reliable Model GXLO sprinklers should be inspected and the Bronze Bronze sprinkler system maintained in accordance with NFPA Chrome(1) 25,as well as the requirements of any Authorities Having Jurisdiction. Lead(')(2) Wax(')(2)(3) Prior to installation, sprinklers should remain in the original Wax over Lead('>(2)(3) cartons and packaging until used.This will minimize the potential for damage to sprinklers that could cause improper operation or Notes: non-operation. 1. Not available with factory attached water shield 2. cULus listed as corrosion resistant Do not clean sprinklers with soap and water, ammonia liquid or 3. Clear wax used on ordinary temperature rated sprinklers.Brown wax any other cleaning fluids. Remove dust by gentle vacuuming used on intermediate temperature rated sprinklers. Brown wax may be used on high temperature rated sprinklers where the ambient without touching the sprinkler. temperature does not exceed 150°F(66°C). Replace any sprinkler which has been painted(other than factory applied).A stock of spare sprinklers should be maintained to Temperature Ratings Table D allow quick replacement of damaged or operated sprinklers. Sprinkler Maximum Ambient Failure to properly maintain sprinklers may result in inadvertent Classification Rating Temperature Frame Color operation or non-operation during a fire event. °F °C °F `C Ordinary 165 74 100 38 Uncolored Intermediate 212 100 150 66 White Guarantee High 286 141 225 107 Blue For the Reliable Automatic Sprinkler Co.,Inc.guarantee,terms,and Installation conditions,visit www.reliablesprinkler.com. Model GXLO sprinklers must be installed according to appropriate NFPA Standards, FM Global Loss Prevention Ordering Information Data Sheets, and/or the requirements of the authority having Specify the following when ordering. jurisdiction. Model GXLO Sprinkler Use only the Model H sprinkler wrench for sprinkler installation or • Upright use the Model JV wrench to install the sprinkler/guard assembly • Upright with factory installed shield (Figure 3).Any other type of wrench may damage the sprinkler. • Pendent Damaged sprinklers must be replaced immediately. Threads A leak tight joint should be obtained with a torque of 14 to 20 • 3/4" NPT lb-ft(19 to 27 N.m)for 3/4 inch NPT and ISO 7-R3/4 thread • ISO 7-R3/4 sprinklers. For 1/2 inch NPT and ISO 7-R1/2 thread sprinklers • 1/2" NPT(Retrofit installations only) the recommended installation torque is 8 to 18 lb-ft(11 to 24 • ISO 7-R1/2(Retrofit installations only) N.m). Exceeding the maximum recommended torque may cause leakage or impairment of the sprinklers. Temperature Rating • 165°F(74°C) • 212°F(100°C) Wrenches Figure 3 • 286°F(141°C) Finish ` See Table C Guards/Shields Model H Wrench(sprinkler) See Technical Specifications Wrench • Model H • Model JV(with guards installed) CO 0 O N Model JV Wrench(with guard installed) rn rn z a Bulletin 129 EMI Page 5 of 5 February 2021 www.reliablesprinkler.com Bulletin 013 November 2019 ozi Reliable 0 Models Fl Series Standard Response0 ,Az ,Sprinklers 3 0 Model F156 Sprinkler Types o Standard Upright ✓fie'. '±' 111 co Standard Pendent Conventional ill * t Vertical Sidewall k Horizontal Sidewall s , ,, Model F156 Recessed Sprinkler Types Upright Pendent Conventional Pendent/F1/F2/FP Horizontal Sidewall Model F142, F1XLH & F128 Sprinkler Types Standard UprightMkt Standard Pendent Model F142, F1XLH & F128 Recessed Sprinkler Vertical Sidewall Horizontal Sidewall Recessed Types Pendent/F1/F2 Pendent/F1/F2/FP Approval Organizations 1. Underwriters Laboratories Inc. and certified for . . �' ■`t Canada (cULus) t 9 2. Factory Mutual Approvals (FM) i - 3. Loss Prevention Council (LPCB, UK) 4. VdS Schadenverhutung GmbH Recessed Recessed XLH Upright 5. EC Certificate: 0786-CPD-40237 (RA1314) Horizontal Sidewall Pendent/FP 0786-CPD-40253 (RA1325) 0786-CPD-40254 (RA1375) i a UL Listing Category el ' y:. f ;'''‘'fli ' ,w a ,' Sprinklers,Automatic&Open (VNIV) }` �. :4, { Product Description XLH Pendent ALH Recessea XLH Recessed The F156, F142, F1XLH & F128 Series Glass Bulb Pendent F1/F2 Pendent FP Sprinkler combines the durability of a standard sprinkler The F156, F142, F1XLH&F128 Series Automatic Sprin- with the attractive low profile of a decorative sprinkler. kler utilizes a 5.0 mm frangible glass bulb.The glass bulb Whether installed on exposed piping or in an office ceil- consists of an accurately controlled amount of special ing, it is functional and attractive. fluid hermetically sealed inside a precisely manufactured Beautifully versatile is the description for the Reliable glass capsule.This glass bulb is specially constructed to Models F156, F142, F1XLH & F128 Series Recessed provide fast thermal response. glass bulb sprinkler. Recessing the F156, F142, F1XLH & At normal temperatures, the glass bulb contains the F128 Series enhances its already low profile decorative fluid in both the liquid phase and in the vapor phase.The appearance, and facilitates a rapid and perfect installa- vapor phase can be seen as a small bubble. As heat is tion. applied, the liquid expands forcing the bubble smaller The recessed escutcheon of the Models F156, F142, and smaller as the liquid pressure increases. Continued F1XLH & F128 are highly adjustable. The two piece con- heating forces the liquid to push out against the bulb, struction makes field installation a very easy and rapid causing the glass to shatter, opening the waterway and task. This also allows ceiling panels to later be removed allowing the deflector to distribute the discharging water. without shutting down the fire protection system, thus fa- The F156, F142, F1XLH & F128 Series Sprinkler tern- cilitating maintenance of above ceiling services. perature rating is identified by the color of the glass bulb capsule as well as frame color where applicable. Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Pintle (XLH Only) Deflector FO 700 y Ael Load Screw //asher Bulb Frame k Cup youiti a � 4„, 013FG04 Model F142, F1XLH Upright Technical data: Max. Min. Models Nominal K-Factor Response Thread Working Working Temperature Finish Size Pressure Pressure Rating F156 5.6(80 Metric) 250 PSI* NPT See F142 F1XLH 175 PSI Ratings"Table 4.2(60 Metric) Standard (R1) 7 PSI "Temperature See "Finish Table" F128 2.8(40 Metric) Material Data: Frame Deflector Load Screw Pintle Cup Washer Bulb CDA Alloy 260, CDA Alloy 360 CDA Alloy 360 CDA Alloy 651 Nickel Alloy 440 or Alloy 360 DZR Brass CDA Alloy 220 or or or coated with PTFE Adhesive Glass QM Brass or CDA Alloy 544 CDA Alloy 544 CDA Alloy 693 Tape CDA Alloy 510 *Note: Model F156 upright, pendent, and recessed pendent sprinklers (SIN RA1325 and RA1314) are cULus Listed for 250 psi (17 bar). 2. Model F156, Upright, Pendent & Conventional Sprinklers Model F142, F1XLH & F128 Upright & Pendent Sprinklers Installation Wrench: Model D Sprinkler Wrench or Model W2 Sprinkler Wrench Installation Data: Nominal Thread Nominal K-Factor Sprinkler Approval Sprinkler Identification Number Orifice Size Height Organization (SIN) US Metric Upright Pendent Standard-Upright(SSU)and endent Deflectors Marked to Indicate Position 1/2"(15mm)0 1/2" NPT(R1) 5.6 1 80 2.25"(57mm) 1,2,3,4,5 RA1325(2)(3)(5)(6) RA1314(2)(3)(5)(6) 7116" (10mm) 1" NPT(R1/2) 4.2 60 2.25" (57mm) 1 RA1323(2)(6) RA1313(6) 3/8"(10mm) 1/2" NPT(R1 ) 2.8 40 2.25"(57mm) 1 RA1321(2)(6) RA1311(6) Conventional-Install in Upright or Pendent Position 15mm(1) 1/2"NPT(R1/2) 5.6 80 57mm 3,4,5 RA1375(5) (1)Refer to Bulletin 024 for Special Response Sprinklers(F1S5-56) (2)cULus Listed corrosion resistant(Polyester coated)sprinkler. (3)Polyester coated FM Approved sprinkler. (4) (5)Polyester coated LPCB&VdS approved sprinkler RA1325,RA1314&RA1375. (6)Electroless Nickel PTFE Plated -UL listed Corrosion Resistant k. i ti . a 1 ' I Upright Pendent Conventional Model F156, F142, F1XLH & F128 Recessed Pendent Sprinklerstll Installation Wrench: Model GFR2 Sprinkler Wrench Installation Data: Nominal Thread Nominal K-Factor Sprinkler Sprinkler Identification Number Orifice Size US Metric Height (SIN) 1/2"(15mm) Y2"NPT(R1/2) 5.6 80 2.25"(57mm) RA1314(2) 716"(10mm) 1/2" NPT(RV2) 4.2 60 2.25"(57mm) RA1313(2) 3/8"(10mm) 1/2" NPT(R1/2) 2.8 40 2.25"(57mm) RA1311(2) (1)Refer to escutcheon data table for approvals&dimensions (2)Electroless Nickel PTFE Plated -cULus listed Corrosion Resistant 1,%"HOLE OM. L4T.1mm] oM r �4 6l L r -=1 I I I 1"X 1/2"REDUCER rL I 1.I 2 5/6"DU.(66]mmJ X 1/r REIMER HOLE IN CEILING 1 I TUR uNI C 1 AGAINST SPRINKER 1 F CE OF FImNV 2 5/16"DIA [58.1mm] WRENCH BOSS \ / TO FACE OF CEILING DIMENSION CUP t" --� f1 MARA,ESCUTCHEON 1 1 AT l U RECESS- j254mm] L J L J 1 AT MINIMUM RECESS=!/B j95mm] CEILING FACE OF FITRNC ��r///77/TEziscordizat TO FACE OF CEILING !/4G[S 1 `:74; \ �4-L 1� AT YIYIMUY RECESS-J/4719mm] '1 _ I DIMENSION APIUSINEM AI MINIMUM RECESS-J/Bj55mm] l J AT.MAXIMUM RECESS= I-1/2j36mm] f2 FSCUTCHEO0N 1 IIL .211) ,i,,,A AT MINIMUM RECESS= I725.4mmj f/2j SIMENT ��117.4i1�I � ft FSCUTLHFBN III III ,L'i I//. AOIUSTM£Ni I� 11 1�. AT MAXIMUM RECESS-]/6722.2mm] „1���/'j AT MINIMUM RECESS-1-5/674I.Jmm] \�-W/ (J2mmJ 1T `- AT MAX/MUM RECESS=9/16714.3mm] ,11\ �rl 'E"N— Yz j50.Bmm] J `4!„�, AT MINIMUM RECESS- 1725.4mm] \,`Al, AT MAXIMUM RECESS=1-1/Rj2R.6mm] ADJUSTMENT .■ AT MINIMUM RECESS-1-5/8T41.Jmm] 2 IL/ .•• _— J I/4"DU. +I zJY dA [82.6mm] 1mm] 013HOO1C RECESSED PENDENT W/F1 OR F2 ESCUTCHEON RECESSED PENDENT W/FP ESCUTCHEON P,1<GG19 "SPRINKLER NOT FM APPROVED WITH El ESCUTCHEON "SPRINKLER NOT FM APPROVED WITH FP ESCUTCHEON Model F156, F142, F1XLH&F128 F1 or F2 Model F156, F142,F1XLH&F128 FP 3. Model F156 Vertical Sidewall Sprinkler Installation Wrench: Model W2 Sprinkler Wrench . Installation Position: Upright or Pendent Approval Type: Light Hazard Occupancy . iiat U.S. Patent No. 6,374,920 Sprinkler Type Deflector to Ceiling Distance (Min.-Max.) Upright 4"(102mm)- 12"(305mm) Pendent 4"(102mm) 12"(305mm) 1 Installation Data: Vertical Sidewall Nominal Nominal K Factor Sprinkler Approval(1) Sprinkler Orifice Thread Size Identification US Metric Height Organizations Numbers(SIN) 1/2"(15mm) I/2"NPT(R1/2) 5.6 80 2.25"(57mm) 1,2,3 RA1385(1))2)(3)(4) (1)LPC Approval is pendent only,57°C through 141°C ratings. (2)cULus Listed corrosion resistant(Polyester coated)sprinkler. )3)cULus Listed&FM Approved corrosion resistant for lead,wax and wax over lead. (4)Electroless Nickel PTFE Plated -cULus listed Corrosion Resistant Model F156 Horizontal Sidewall Sprinkler Deflector: HSW Installation Wrench:Model W2 Sprinkler Wrench FACE OF FITTING TO FACE OF CEILING DIMENSION f1 ESCUTCHFON 'Pr , AT MAXIMUM RECESS = I725.4mm] AT MINIMUM RECESS= 3/879.5mm] / F7 ESCUTCHEON F2 ESCUTCHEON AT MAXIMUM RECESS = 7-3/8734.9mm] AT MAXIMUM RECESS=3/4719mm] AT MINIMUM RECESS=2—1/16752.4mm] AT MINIMUM RECESS= 3/679.5mm] f2 ESCUTCHEQN AT MAXIMUM RECESS = 7-5/8741.3mm] 2 1/4"HOLE DIA. �18" AT MINIMUM RECESS=2—1/16752.4mm] [572mm] [3.2mm] i 1"X 1/2"REDUCER e^y7�v^ �i -rI IN gN py 7^ ,ro pj . 1 1x, i —rn (I) r S' y 'L rE (1 1 15/16"DIA1/ux 4-- ____ (101.6mm-304.8mm] + , 1 (49.2mm] ni 2 27/32"DIA. CEILING TO I if r : ` I ' [72.2mm] DEFLECTOR TURN R UNTIL N' TIGHT AGAINST SPRINKLER \\`! WRENCH BOSS. F7 ESCUTCHEON 3/4719mm]ADJUSTMENT F2 ESCUTCHEON 7/2 712.7mm]ADJUSTMENT RECESSED HSW W/F1 OR F2 ESCUTCHEON (I)FM APPROVED FOR 4'— 6"[107.6MM — 152.4MM]CEILING TO DEFLECTOR. Horizontal Sidewall Note: For Recessed HSW Sprinklers use installation wrench GFR2. FM and cULus permits use with Fl or F2 escutcheons for "Light Hazard" only. Installation Data:Horizontal Sidewall Nominal K Factor Sprinkler A Height pproval Organizations Sprinkler Nominal Orifice Thread Size Identification US Metric Light Hazard Ordinary Numbers(SIN) Hazard I/2"(15mm) Y"NPT(R1/2) 5.6 80 2.63"(67mm) 1,2 1 RA133511)(431(4) (1)cULus Listed corrosion resistant(Polyester coated)sprinkler. (2)cULus Listed&FM Approved corrosion resistant for lead,wax and wax over lead. (3)Polyester coated FM approved sprinkler. (4)Electroless Nickel PTFE Plated -cULus listed Corrosion Resistant 4. Application Maintenance Model F156,F142,F1XLH,F128&Model F156,F142,F1XLH& The Model F156, F142, F1XLH & Model F156, F142, F1X- F128 Recessed sprinklers are used in fixed fire protection systems: LH & F128 Recessed Sprinklers should be inspected and Wet,Dry,Deluge or Preaction. Care must exercised that the orifice the sprinkler system maintained in accordance with NFPA size,temperature rating,deflector style and sprinkler type are in ac- 25. Do not clean sprinklers with soap and water, ammonia cordance with the latest published standards of the National Are or any other cleaning fluid. Replace any sprinkler which has Protection Association or the approving Authority Having Jurisdic- been painted (other than factory applied) or damaged in lion Installation. any way. A stock of spare sprinklers should be maintained Installation to allow quick replacement of damaged or operated sprin- Model F156, F142, F1XLH & F128 Series sprinklers are stan- klers. Prior to installation, sprinklers should be maintained dard response sprinklers intended for installation as specified in in the original cartons and packaging until used to minimize I NFPA 13.They must also be installed with the Model W2 Sprinkler the potential for damage to sprinklers that would cause im- Wrench specifically designed by Reliable for use with these sprin- proper operation or non-operation. klers. Temperature Ratings The Model F156, F142, F1XLH & F128 Recessed Sprinklers Sprinkler Max.Ambient Bulb are to be installed with a maximum recess of 3/4 inch(19mm).The Classification TeCmperatuF Temp. Color Model F1,F2,and FP Escutcheon illustrated are the only recessed Ordinary 57 135 100°F(38°C) Orange escutcheon to be used with the Model F156,F142,F1XLH&F128 Ordinary 68 155 100°F(38°C) Red Recessed Sprinklers.The use of any other recessed escutcheon Intermediate 79 175 150°F(66°C) Yellow will void all approvals and negate all warranties. When installing Intermediate 93 200 150°F(66°C) Green Model F156, F142, F1XLH&F128 Recessed Sprinklers use the Hight'" 141 286 225°F(107°C) Blue Model GFR2 Sprinkler Wrench. Anyotherof wrench mayExtraa High 182 500 47 300°F(146 C) Mauve p type Ultra High('1(2) 260 500 475°F(246°C) Black damage these sprinklers. (')Not available for recessed Sprinklers. Note:A leak tight 1'NPT(RY2)sprinkler joint can be obtained with (2)cULus listed for SIN RA1325 and RA1314 only. a torque of 8-18 ft-lbs(11-24 N-m). Do not tighten sprinklers over Maximum Working Pressure maximum recommended torque. It may cause leakage or impair- 175 psi (12 bar) ment of the sprinklers. SIN RA1325 & RA1314 cULus listed for 250 psi (17 bar) Glass bulb sprinklers have orange covers to protect the bulb dur- 100% Factory tested hydrostatically to 500 psi (34.5 bar) ing the installation process. REMOVE THIS PROTECTION ONLY Finisht'► AFTER THE SYSTEM HAS BEEN HYDROSTATICALLY TESTED St ndard Finishes AND, WHEN APPLICABLE, THE ESCUTCHEONS HAVE BEEN Sprinkler Escutcheon INSTALLED. RASCO wrenches are designed to install sprinklers Bronze Brass Chrome Chrome when covers are in place. Polyester Coated(6)(7)(9) White Painted Ordering Information Special Application Finishes Specify: Sprinkler Escutcheon Electroless Nickel PTFE3H10 Electroless Nickel PI Ft 1. Sprinkler Model Bright Brass(2) Bright Brass 2. Sprinkler Type Black Plated Black Plated 3. Nominal K-Factor Black Paint131191 Black Paint 4. Temperature Rating Off White131191 Off White 5. Sprinkler Finish Chrome Dull Chrome Dull 6. Thread Type: [1/2" NPT] [ISO 7-1 RY2] Lead Plated13u41181 7. Escutcheon Finish (where applicable) Wax Coated3x4u6ue> Note:When Models F156, F142, F1XLH & F128 Recessed Sprinklers Wax Over Lead13 4u5)e are ordered,the sprinklers and escutcheons are packaged separately. (1)Other colors and finishes are available on special order.Consult factory for Escutcheon Data(1) details.Custom color painted sprinklers may not retain their UL Corrosion resistance listing. (1)SIN:RA1335-cULus and FM permits use with F1 or F2 escutcheons for light (2)200°F(93°C)maximum. hazard only. (3)UL and ULC listed only. (4)155°F to 200°F(68°C to 93°C)ratings only. (5)286°F(141°C)sprinklers may be coated for ambient conditions not exceeding 150°F(66°C). (6)cULus listed"corrosion resistant"applies to SIN Number RA1325(Upright) RA1323 (upright), RA1321(Upright), RA1335 (HSW), RA1385(VSW) and RA1314(Pendent)in standard black or white.Corrosion resistance in other polyester colors is available upon request. (7)FM Approved finish as'Polyester Coated"applies to SIN number RA1314, RA1335&RA1325 in standard black or white. (8)FM Approved finish applies only to SIN number RA1335&RA1385. (9)LPCB and VdS Approved finish applies only to RA1325,RA1314 and RA1375. (10)cULus listed Corrosion Resistant applies to SIN RA1325,RA1314,RA1323, RA1313,RA1321,RA1311,RA1385 and RA1335 zr 5. Reliable . . . For Complete Protection Reliable offers a wide selection of sprinkler components. Following are some of the many precision-made Reliable products that guard life and property from fire around the clock. • Automatic sprinklers • Deluge valves • Flush automatic sprinklers • Detector check valves • Recessed automatic sprinklers • Check valves • Concealed automatic sprinklers • Electrical system • Adjustable automatic sprinklers • Sprinkler emergency cabinets • Dry automatic sprinklers • Sprinkler wrenches • Intermediate level sprinklers • Sprinkler escutcheons and guards • Open sprinklers • Inspectors test connections • Spray nozzles • Sight drains • Alarm valves • Ball drips and drum drips • Retarding chambers • Control valve seals • Dry pipe valves • Air maintenance devices • Accelerators for dry pipe valves • Air compressors • Mechanical sprinkler alarms • Pressure gauges • Electrical sprinkler alarm switches • Identification signs • Water flow detectors • Fire department connection The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association,Factory Mutual Research Corporation,or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 90 years. Manufactured by Reliable Automatic Sprinkler Co.,Inc. Recycled ® (800)431 1588 Sales Offices V�N•1 Paper (800)848 2051 Sales Fax (914)829 2042 Corporate Offices Revision lines indicate updated or new data. www.reliablesprinkler.com Internet Address EG.Printed in U.S.A.11/19 P/N 9999970299