The URL can be used to link to this page

Home My WebLink AboutF13-0055 denied. ��.�rr� ��s �i�� l�r�a�t��ti�n �o. �� Material Submittal FOR NOELL RESIDENCE 971 SPADDLE CREEK ROAD VAIL, CO 81657 Prepared by: Dan Raunig Project Manager Western States Fire Protection Co. 7026 S. Tucson Way Centennial,CO 80112 Phone(303) 829-4140 Fax(303)792-9049 Email: dan.raunig@wsfp.us WSFP#CH0197 December 6,2013 �i�l� Hydraulic Summary Job Number.CH0197 + Report Description:Li ht Hazard Job Job Number Design Engineer CH0197 DAN RAUNIG Job Name'. Sla�e Certi(cation/License Number Drawingl Addressl AHJ 971 SPADDLE CREEK ROAD VAIL Address 2 Job Sile/BUildinq VAIL,COLORADO 81657 CH0197 Address 3 �rawing Name 1000 Spraddle Creek-FP layout System Remote Area(s) Most�emantling Sprinkler Oata Occupancy Job Suff'ix 4.3 K-Factor 25.60 at 35.444 Light Hazard Hose AI lowance At Source Density Area of Application 0.00 0.100gpm/ft2 332.59ft2(Actual 332.59ft2) Atld'itional Hose Supplies Number O(Sprinklers Calculated Coverage Per Sprinkler Node Flow�g� 4 256.00ft� AutoPeak ftesults:Pressure For RemoteArea(s)Atljacent To Most Remote Area Total Hose$Ueams �.�� Sys�em Flow pemand To�al Water Requ'ired(Inclutling Hose Allowanca) 104.52 104.52 Maximum Pressure Unbalance In Loops �.�00 Maximum Velociry Above Grountl 25.62 between nodes 5 and 4 Maximum Velociry Under Grountl Volume capacity ofAn[ifreeze/Other PiOes 19.47 between nodes 11 and 10 O.00gal Volume capaciry of Wet P�ipes Volume capaci�y ot Dry P'ipes 114.59ga1 Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name m si si @ m si @ m si si 11 Water Supply � 105.000 � 45.200 1248.45 104.581 104.52 93.673 10.908 6 Pump I 80.900 � 67.000 80.00 108.254 104.52 97.346 10.908 Pumps:Static=Churn(Pressure @ Zero Flow) Darcy-Weisbach Calculation Darcy-Weisbach equations are being used because the system requires special Description:Water/Antifreeze @ 0°F/-18°C,40%Propylene Glycol by weight design considerations. The Darcy-Weisbach formula used in this hydraulic Product Name: calculation to determine fluid/agent friction loss is: P=0.000216 fLp(Q^2)/(d^5) Antifreeze solution in pipes within or passing through: Friction Loss factors are derived from the Moody Diagram. Cold Areas: Warm Areas: Reynolds Number is calculated using:Re=Q/d/k Density:65.4871b/ft' Density:64.8001b/ft' Relative Roughness of Pipe is:e/D Viscosity:40.00OcP Viscosity:4.700cP K-Factors for Sprinkler Heads are adjusted based on the density of the fluid being NFPA Suggested Aged Pipe Roughness is being applied. discharged(Bernoulli-based formula). GFactors are not relevant to this type of calculation.These are replaced with the Roughness e-value for the pipe. Contractor Con�ractor Number Coniect Neme Contact Ti�le Name of ConVactor'. Phone Extension Adtlressl FAX Address 2 E-mail Adtlress 3 Web-Site ,Liy�,O M.E.P.CAD,Ina �;��AutoSPRINKO VR10 v10.0.54.0 Darcy-Weisbach Calculation 12/6/2013 12:44:22PM Page 1 '�� Hydraulic Graph Job Number.CH0197 Re ort Descri tion:Li ht Hazard Water Supply at Node 11 150 135 120 105 Static Pressure 105.000 104.52 @ 93.673 90 .N Q � 75 a a � a 60 S stem demand curve 45 1248.45 45.200 30 15 0 �50 500 750 1000 1250 1500 1750 2000 2250 2500 Water flow,gpm Hytlraul'ic Graph Water Supply at Node 11 Sta�ic:Pressure 105.000 Residual:Pressure 45.200 @ 1248.45 n�auame a,ess��e a�rme or res� 104.581 @ 104.52 svs�em oema�d 93.673 @ 104.52 Sys�em Demand(Inclutling Hose Allowance at Source) 93.673 @ 104.52 ,ML,O M.E.P.CAD,Inc. �,��AutoSPRINKO VR10 v10.0.54.0 12/6/2013 12:44:25PM Page 2 '�� Hydraulic Graph Job Number.CH0197 Re ort Descri tion:Li ht Hazard Pump at Node 6 200 Combined Static Pressures 180 160 140 120 .N Pump and Supply Q Supply � 100 104.52 @ 97.346 a a � a Pump Churn Pressure 80.900 80 60 99 00 @ 56.200 i i i System demand curve 40 20 0 �150 300 450 600 750 900 1050 1200 1350 1500 Water flow,gpm Hytlraul'ic Graph S�atic t Chum Pressure Ra�etl Pump Pressure Pump at Node 6 185.900 67.000 @ 80.00 Sta�ic:Pressure Chum Pressure 105.000 80.900 Residual:Pressure 45.200 @ 1248.45 Available Pressure at Tme of Tesl Available Press�re at Pump Discharge 104.581 @ 104.52 108.254 @ 104.52 svs�em oema�d 97.346 @ 104.52 ,ML,O M.E.P.CAD,Inc. �,��AutoSPRINKO VR10 v10.0.54.0 12/6/2013 12:44:25PM Page 3 �� Summary Of Outflowing Devices Job Number.CH0197 # Report Description:Light Hazard Actual Flow Minimum Flow K-Factor Pressure Device m m K si � Sprinkler 301 25.60 25.60 4.3 35.444 Sprinkler 302 26.20 25.60 4.3 37.120 II Sprinkler 303 26.13 25.60 4.3 36.915 Sprinkler 304 26.59 25.60 4.3 38.252 � Most Demanding Sprinkler Data ,Liy�, �O M.E.P.CAD,Inc. +,�,�AutoSPRINKO VR10 v10.0.54.0 12/6/2013 12:4427PM Page 4 �� Hydraulic Analysis Job Number:CH0197 Report Description:Light Hazard Pi e Type Diameter Flow Velocity HWCIRoughness Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary U stream Total Len th �•••••Routel••••• FM 1.0550 25.60 9.40 0.000333" 0.136543 12'-3'/4 Pf 1.676 301 10'-0 25.60 4.3(adj) 35.444 Sprinkler pe 302 10'-0 37.120 12'-3'/4 Pv FM 1.0550 51.80 19.01 0.000333" 0.559009 0'-11'/ Pf 1.665 302 10'-0 26.20 4.3(adj) 37.120 Sprinkler 2'-0 Pe 0.002 1 10'-0 38.787 T(2'-0) 2'-11'/ Pv FM 1.2910 58.45 14.33 0.000333" 0.235042 88'-7 Pf 26.989 1 10'-0 6.65 38.787 Flow(q)from Route 4 21'-0 Pe 0.004 2 10'-0 65.779 2E(2'-0),5T(3'-0),2Tr(1'-0) 109'-7 Pv FM 1.2910 51.74 12.68 0.000333" 0.187353 17'-10'/4 Pf 3.344 2 10'-0 65.779 Pe 3 10'-0 69.123 17'-10'/< Pv CM 1.2910 80.57 19.75 0.000333" 0.428327 1'-4'/o Pf 0.584 3 10'-0 28.83 69.123 Flow(q)from Route 2 Pe 4 10'-0 69.707 1'-4'/4 Pv FM 1.2910 104.52 25.62 0.000333" 0.699666 5'-3'/ Pf 5.082 4 10'-0 69.707 2'-0 Pe 5 10'-0 74.789 E(2'-0) 7'-3'/ Pv FR 1.5270 104.52 18.31 0.000333" 0.329797 12'-3'/ Pf 18.561 5 10'-0 74.789 3'-6 Pe 3.996 6 0'-9'/ 97.346 Tr(1'-0),2sCV,f(-0.000),E(2'-6), 15'-9'/ Pv BFP-13.500 Pum Velocit 6 104.52 97.346 Rating:67.000 @ 80.00 7 Q=104.52 18.31 44.713 Churn Pressure:80.900 FR 1.5270 104.52 18.31 0.000333" 0.329797 2'-7'/z Pf 10.442 7 0'-9'/a 44.713 3'-6 Pe 8 0'-9'/ 55.155 Tr(1'-0),PRV(-8.500),E(2'-6) 6'-1'/z Pv FR 2.0090 104.52 10.58 0.000333" 0.078180 2'-0 Pf 0.313 8 0'-9'/ 55.155 2'-0 Pe 0.867 9 -1�-Z3�4 56.335 EE(2'-0) 4'-0 Pv UG 1.9590 104.52 11.13 0.000333" 0.089908 75'-0 Pf 6.923 9 -1'-2'/4 56.335 2'-0 Pe 13.006 10 -31�-Z3�4 76.264 EE(2'-0) 77'-0 Pv UG 1.4810 104.52 19.47 0.000333" 0.386866 45'-0 Pf 17.409 10 -31'-2'/< 76.264 Pe 11 -31'-2'/a 93.673 Water Supply 45'-0 Pv 0.00 Hose Allowance At Source 11 104.52 �•••••Route 2••••• FM 1.0550 26.13 9.59 0.000333" 0.143185 8'-10 Pf 1.337 303 10'-0 26.13 4.3(adj) 36.915 Sprinkler 0'-6 Pe 304 10'-0 38.252 Tr(0'-6) 9'-4 Pv FM 1.0550 52.72 19.35 0.000333" 0.527331 0'-9'/ Pf 0.423 304 10'-0 26.59 4.3(adj) 38.252 Sprinkler pe 12 10'-0 38.676 0'-9'/ Pv FM 1.0550 46.07 16.91 0.000333" 0.409608 20'-4'/z Pf 11.815 12 10'-0 38.676 7'-0 Pe -0.000 13 10'-0 50.491 EE(1'-0),2E(2'-0),T(2'-0) 27'-4'/z Pv CM 1.0550 28.83 10.58 0.000333" 0.171685 101'-8'/4 Pf 18.629 13 10'-0 50.491 6'-0 Pe 0.004 3 10'-0 69.123 2T(2'-0),2EE(1'-0) 107'-8'/4 Pv �•••••Route3••••• FM 1.2910 17.23 4.22 0.000333" 0.021540 14'-0 Pf 0.302 14 10'-0 17.23 53.349 Flow(q)from Route 6 Pe -5.636 15 23'-0 48.015 14'-0 Pv CM 1.0550 17.23 6.32 0.000333" 0.066939 142'-1%z Pf 13.944 15 23'-0 48.015 T(2'-0) 75'-6 Pe 0.867 16 21'-0 62.826 27T(2'-0),3Tr(0'-6),4EE(1'-0), 217'-7%z Pv 2P0 2'-0,5E 2'-0 CM 1.0550 23.95 8.79 0.000333" 0.119481 7'-5 Pf 1.125 16 21'-0 6.71 62.826 Flow(q)from Route 5 2'-0 Pe 17 21'-0 63.951 C(2'-0) 9'-5 Pv FR 1.2910 23.95 5.87 0.000333" 0.045552 10'-0 Pf 0.592 17 21'-0 63.951 3'-0 Pe 4.769 18 10'-0 69.312 T(3'-0) 13'-0 Pv FM 1.2910 23.95 5.87 0.000333" 0.041595 6'-5 Pf 0.391 18 10'-0 69.312 3'-0 Pe 0.004 4 10'-0 69.707 T(3'-0) 9'-5 Pv �•••••Route4••••• �, �O M.E.P.CAD,Inc. a;��AutoSPRINKO VR10 v10.0.54.0 12/6/2013 12:44:29PM Page 5 �� Hydraulic Analysis Job Number.CH0197 Report Description:Light Hazard Pi e Type Diameter Flow Velocity HWCIRoughness Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary U stream Total Len th FM 1.2910 6.65 1.63 0.000333" 0.004624 17'-0'/z Pf 0.111 _ -_ ._ 12 10'-0 38.676 T(3'-0) 7'-0 Pe 1 10'-0 38.787 2E(2'-0) 24'-0'/z Pv �•••••RouteS••••• FM 1.2910 6.71 1.65 0.000333" 0.003270 12'-10 Pf 0.052 2 10'-0 65.779 3'-0 Pe 19 10'-0 65.831 T(3'-0) 15'-10 Pv FM 1.0550 6.71 2.46 0.000333" 0.012349 124'-5'/z Pf 1.767 19 10'-0 65.831 26'-6 Pe -4.773 16 21'-0 62.826 5cplg(0'-6),PO(2'-0),6E(2'-0), 150'-11'/z Pv 5T 2'-0 �•••••Route6••••• CM 1.0550 17.23 6.32 0.000333" 0.061873 30'-0%z Pf 2.859 13 10'-0 50.491 15'-6 Pe 0.000 14 10'-0 53.349 3Tr(0'-6),6T(2'-0),E(2'-0) 45'-6%z Pv 3 K-Factor conversion �=d.Q��l�f�p� formula: KA=7.94KW -� d' YA Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multiplier ( 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 �, �O M.E.P.CAD,Inc. a;��AutoSPRINKO VR10 v10.0.54.0 12/6/2013 12:44:29PM Page 6 �� Hydraulic Analysis Job Number.CH0197 Report Description:Light Hazard Pi e Type Diameter Flow Velocity HWCIRoughness Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary U stream Total Len th 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 Discharge gpm BaIV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen-Williams Constant Cr Cross Run OR Outrigger pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple pn Normal pressure at a point in a pipe DeIV Deluge Valve SP Sprig pf Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe pe Pressure due to elevation difference between indicated points E 90°Elbow UG Underground pv Velocity pressure at a point in a pipe EE 45°Elbow Ee1 11'/<°Elbow Ee2 22'/z°Elbow 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 GIoV 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 Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap �, �O M.E.P.CAD,Inc. a;��AutoSPRINKO VR10 v10.0.54.0 12/6/2013 12:44:29PM Page 7 �i�l� Hydraulic Summary Job Number.CH0197 + Report Description:Li ht Hazard Job Job Number Design Engineer CH0197 DAN RAUNIG Job Name'. Sla�e Certi(cation/License Number Drawingl Addressl AHJ 971 SPADDLE CREEK ROAD VAIL Address 2 Job Sile/BUildinq VAIL,COLORADO 81657 CH0197 Address 3 �rawing Name 1000 Spraddle Creek-FP layout System Remote Area(s) Most�emantling Sprinkler Oata Occupancy Job Suff'ix 4.3 K-Factor 19.00 at 19.524 Light Hazard Hose AI lowance At Source Density Area of Application 0.00 0.100gpm/ft2 472.95ft2(Actual 472.95ft2) Atld'itional Hose Supplies Number O(Sprinklers Calculated Coveraqe Per Sprinkler Node Flow�g� 4 196.00ft� AutoPeak ftesults:Pressure For RemoteArea(s)Atljacent To Most Remote Area Right:106.388 Total Hose$Ueams �.�� Sys�em Flow pemand To�al Watcr Requircd(Inclutling Hose Allowance) 82.36 82.36 Maximum Pressure Unbalance In Loops �.�00 Maximum Velociry Above Grountl 30.23 between nodes 30 and 29 Maximum Velociry Under Grountl Volume capacity ofAn[ifreeze/Other PiOes 15.34 between nodes 11 and 10 O.00gal Volume capaciry of Wet P�ipes Volume capaci�y ot Dry P'ipes 114.59ga1 Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name m si si @ m si @ m si si 11 Water Supply � 105.000 � 45.200 1248.45 104.740 82.36 91.215 13.525 6 Pump I 80.900 � 67.000 80.00 131.620 82.36 118.095 13.525 Pumps:Static=Churn(Pressure @ Zero Flow) Darcy-Weisbach Calculation Darcy-Weisbach equations are being used because the system requires special Description:Water/Antifreeze @ 0°F/-18°C,40%Propylene Glycol by weight design considerations. The Darcy-Weisbach formula used in this hydraulic Product Name: calculation to determine fluid/agent friction loss is: P=0.000216 fLp(Q^2)/(d^5) Antifreeze solution in pipes within or passing through: Friction Loss factors are derived from the Moody Diagram. Cold Areas: Warm Areas: Reynolds Number is calculated using:Re=Q/d/k Density:65.4871b/ft' Density:64.8001b/ft' Relative Roughness of Pipe is:e/D Viscosity:40.00OcP Viscosity:4.700cP K-Factors for Sprinkler Heads are adjusted based on the density of the fluid being NFPA Suggested Aged Pipe Roughness is being applied. discharged(Bernoulli-based formula). GFactors are not relevant to this type of calculation.These are replaced with the Roughness e-value for the pipe. Contractor Con�ractor Number Coniect Neme Contact Ti�le Name of ConVactor'. Phone Extension Adtlressl FAX Address 2 E-mail Adtlress 3 Web-Site ,Liy�,O M.E.P.CAD,Ina �;��AutoSPRINKO VR10 v10.0.54.0 Darcy-Weisbach Calculation 12/6/2013 12:45:OSPM Page 1 '�� Hydraulic Graph Job Number.CH0197 Re ort Descri tion:Li ht Hazard Water Supply at Node 11 150 135 120 105 Static Pressure 105.000 82.36 @ 91.215 90 .N Q � 75 a a � a 60 S stem demand curve 45 1248.45 45.200 30 15 0 �50 500 750 1000 1250 1500 1750 2000 2250 2500 Water flow,gpm Hytlraul'ic Graph Water Supply at Node 11 Sta�ic:Pressure 105.000 Residual:Pressure 45.200 @ 1248.45 n�auame a,ess��e a�rme or res� 104.740 @ 82.36 svs�em oema�d 91.215 @ 82.36 Sys�em Demand(Inclutling Hose Allowance at Source) 91.215 @ 82.36 ,ML,O M.E.P.CAD,Inc. �,��AutoSPRINKO VR10 v10.0.54.0 12/6/2013 12:45:08PM Page 2 '�� Hydraulic Graph Job Number.CH0197 Re ort Descri tion:Li ht Hazard Pump at Node 6 200 Combined Static Pressures 180 160 140 Pump and Supply 120 82.36 @ 118.095 �Q Supply 3 100 a a � a Pump Churn Pressure 80.900 80 S stem demand curve 60 99 00 @ 56.200 40 20 0 �150 300 450 600 750 900 1050 1200 1350 1500 Water flow,gpm Hytlraul'ic Graph S�atic t Chum Pressure Ra�etl Pump Pressure Pump at Node 6 185.900 67.000 @ 80.00 Sta�ic:Pressure Chum Pressure 105.000 80.900 Residual:Pressure 45.200 @ 1248.45 Available Pressure at Tme of Tesl Available Press�re at Pump Discharge 104.740 @ 82.36 131.620 @ 82.36 svs�em oema�d 118.095 @ 82.36 ,ML,O M.E.P.CAD,Inc. �,��AutoSPRINKO VR10 v10.0.54.0 12/6/2013 12:45:08PM Page 3 �� Summary Of Outflowing Devices Job Number.CH0197 # Report Description:Light Hazard Actual Flow Minimum Flow K-Factor Pressure Device m m K si � Sprinkler 201 19.00 19.00 4.3 19.524 Sprinkler 202 19.34 19.00 4.3 20.238 II Sprinkler 203 21.11 19.00 4.3 24.106 Sprinkler 204 22.90 19.00 4.3 28.361 � Most Demanding Sprinkler Data ,Liy�, �O M.E.P.CAD,Inc. +,�,�AutoSPRINKO VR10 v10.0.54.0 12/6/2013 12:45:10PM Page 4 �� Hydraulic Analysis Job Number:CH0197 Report Description:Light Hazard Pi e Type Diameter Flow Velocity HWCIRoughness Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary U stream Total Len th �•••••Routel••••• CM 1.0550 19.00 6.97 0.000333" 0.075219 10'-6'/4 Pf 1.412 201 21'-0 19.00 4.3(adj) 19.524 Sprinkler 8'-0 Pe 27 21'-0 20.936 2E(2'-0),C(2'-0),T(2'-0) 18'-6'/a Pv BL 1.0550 38.34 14.07 0.000333" 0.290988 8'-6 Pf 3.637 27 21'-0 19.34 20.936 T(2'-0),Flow(q)from Route 2 4'-0 Pe 28 21'-0 24.573 T(2'-0) 12'-6 Pv BL 1.0550 59.46 21.82 0.000333" 0.661009 5'-6'/z Pf 4.984 28 21'-0 21.11 24.573 T(2'-0),Flow(q)from Route 3 2'-0 Pe 29 21'-0 29.558 7'-6% Pv CM 1.0550 82.36 30.23 0.000333" 1.413220 15'-4'/z Pf 21.730 29 21'-0 22.90 29.558 Flow(q)from Route 4 pe 30 21'-0 51.287 15'-4'/z Pv CM 1.0550 52.74 19.36 0.000333" 0.579523 16'-7% Pf 10.750 30 21'-0 51.287 2'-0 Pe 26 21'-0 62.037 E(2'-0) 18'-7%4 Pv CM 12910 52.74 12.93 0.000333" 0.201750 1'-0 Pf 0.807 __ __. ___ __ -- 26 21'-0 62.037 3'-0 Pe 23 21'-0 62.844 C(3'-0) 4'-0 Pv CM 1.2910 82.36 20.19 0.000333" 0.492018 35'-4 Pf 20.471 23 21'-0 29.62 62.844 C(3'-0),Flow(q)from Route 6 9'-0 Pe 17 21'-0 83.315 E(2'-0),EE(1'-0),C(3'-0) 44'-4 Pv FR 1.2910 62.32 1527 0.000333" 0.264820 10'-0 Pf 3.443 17 21'-0 83.315 3'-0 Pe 4.769 18 10'-0 91.526 T(3'-0) 13'-0 Pv FM 1.2910 62.32 15.27 0.000333" 0.281718 6'-5 Pf 2.651 18 10'-0 91.526 3'-0 Pe 0.004 4 10'-0 94.181 T(3'-0) 9'-5 Pv FM 1.2910 82.36 20.19 0.000333" 0.446360 5'-3'/ Pf 3.242 4 10'-0 94.181 2'-0 Pe 5 10'-0 97.423 E(2'-0) 7'-3'/4 Pv FR 1.5270 82.36 14.43 0.000333" 0.204761 12'-3'/ Pf 16.676 5 10'-0 97.423 3'-6 Pe 3.996 6 0'-9Y< 118.095 Tr(1'-0),2sCV,f(-0.000),E(2'-6), 15'-9'/4 Pv BFP-13.500 Pum Velocit 6 82.36 118.095 Rating:67.000 @ 80.00 7 Q=82.36 14.43 52.310 Churn Pressure:80.900 FR 1.5270 82.36 14.43 0.000333" 0.204761 2'-7'/z pf g.724 7 0'-9'/a 52.310 3'-6 Pe 8 0'-9'/ 62.033 Tr(1'-0),PRV(-8.500),E(2'-6) 6'-1'h Pv FR 2.0090 82.36 8.34 0.000333" 0.050359 2'-0 Pf 0.201 8 0'-9'/ 62.033 2'-0 Pe 0.867 9 -1'-2'/ 63.102 EE(2'-0) 4'-0 Pv UG 1.9590 82.36 8.77 0.000333" 0.055821 75'-0 Pf 4.298 9 -1'-2'/ 63.102 2'-0 Pe 13.006 10 -31'-2'/< 80.406 EE(2'-0) 77'-0 Pv UG 1.4810 82.36 15.34 0.000333" 0.240194 45'-0 Pf 10.809 10 -31'-2'/< 80.406 Pe 11 -31'-2'/< 91.215 Water Supply 45'-0 Pv 0.00 Hose Allowance At Source 11 82.36 �•••••Route2• CM 1.0550 19.34 7.10 0.000333" 0.077969 8'-11%z Pf 0.698 202 21'-0 19.34 4.3(adj) 20.238 Sprinkler Pe 27 21'-0 20.936 8'-11'/z Pv �•••••Route3• CM 1.0550 21.11 7.75 0.000333" 0.092873 5'-0'/a Pf 0.467 203 21'-0 21.11 4.3(adj) 24.106 Sprinkler pe 28 21'-0 24.573 5'-0'/o Pv �•••••Route4••••• CM 1.0550 22.90 8.40 0.000333" 0.109263 8'-11% Pf 1.197 204 21'-0 22.90 4.3(adj) 28.361 Sprinkler 2'-0 Pe 29 21'-0 29.558 T(2'-0) 10'-11%z Pv �•••••RouteS••••• FM 1.2910 8.35 2.05 0.000333" 0.006895 14'-0 Pf 0.117 15 23'-0 8.35 87.030 Flow(q)from Route 10 3'-0 Pe 5.636 14 10'-0 92.783 T(3'-O) 17'-0 Pv FM 1.0550 8.35 3.06 0.000333" 0.014518 30'-0'/z Pf 0.762 14 10'-0 92.783 13'-6 Pe -0.000 13 10'-0 93.545 E(2'-0),5T(2'-0),3Tr(0'-6) 43'-6Yz Pv �, �O M.E.P.CAD,Inc. �i;��AutoSPRINKO VR10 v10.0.54.0 12/6/2013 12:45:12PM Page 5 �� Hydraulic Analysis Job Number.CH0197 Report Description:Light Hazard Pi e Type Diameter Flow Velocity HWCIRoughness Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary U stream Total Len th CM 1.0550 4.92 1.81 0.000333" 0.007136 101'-8'/ Pf 0.587 13 10'-0 93.545 6'-0 Pe 0.004 3 10'-0 94.136 2T(2'-0),2EE(1'-O) 107'-8'/< Pv CM 1.2910 20.04 4.91 0.000333" 0.032977 1'-4'/ Pf 0.045 3 10'-0 15.12 94.136 Flow(q)from Route 7 pe 4 10'-0 94.181 1'-4'/a Pv �•••••Route6••••• CM 1.0550 29.62 10.87 0.000333" 0.180391 21'-4'/, Pf 4.976 30 21'-0 51.287 T(2'-0) 6'-0 Pe -5.636 25 34'-0 50.628 T(2'-0),C(2'-0) 27'-4'/4 Pv CM 1.0550 17.80 6.53 0.000333" 0.065991 24'-3'/ Pf 2.328 25 34'-0 50.628 C(2'-0) 11'-0 Pe 22 34'-0 52.956 2T(2'-0),2Tr(0'-6),2E(2'-0) 35'-3'/ Pv CM 1.0550 29.62 10.87 0.000333" 0.180391 19'-7 Pf 4.253 22 34'-0 11.82 52.956 Flow(q)from Route 8 4'-0 Pe 5.636 23 21'-0 62.844 E(2'-0),C(2'-0) 23'-7 Pv �•••••Route7••••• FM 1.2910 11.69 2.86 0.000333" 0.012533 12'-10 Pf 0.161 19 10'-0 11.69 93.621 Flow(q)from Route 11 pe 2 10'-0 93.782 12'-10 Pv FM 1.2910 15.12 3.71 0.000333" 0.019854 17'-10'/< Pf 0.354 2 10'-0 3.43 93.782 Flow(q)from Route 9 pe 3 10'-0 94.136 17'-10'/4 Pv �•••••Route 8••••• CM 1.0550 11.82 4.34 0.000333" 0.033879 55'-11'/< Pf 2.328 25 34'-0 50.628 C(2'-0) 19'-6 Pe 22 34'-0 52.956 6E(2'-0),3Tr(0'-6),2T(2'-0) 75'-5'/< Pv �•••••Route 9••••• FM 1.2910 3.43 0.84 0.000333" 0.001456 105'-7'/z Pf 0.132 12 10'-0 3.43 93.646 Flow(q)from Route 12 25'-0 Pe 0.004 2 10'-0 93.782 4E(2'-0),5T(3'-0),2Tr(1'-0) 130'-7'/z Pv �•••••Route10••••• CM 1.0550 20.04 7.35 0.000333" 0.088075 7'-5 Pf 1.005 17 21'-0 83.315 C(2'-0) 4'-0 Pe 16 21'-0 84.320 T(2'-0) 11'-5 Pv CM 1.0550 8.35 3.06 0.000333" 0.018178 142'-1'/z Pf 3.577 16 21'-0 84.320 73'-6 Pe -0.867 15 23'-0 87.030 27T(2'-0),5E(2'-0),4EE(1'-0), 215'-7'/z Pv 2P0 2'-0,3Tr 0'-6 �•••••Route11••••• BL 1.0550 11.69 4.29 0.000333" 0.028467 124'-5%z Pf 4.528 16 21'-0 84.320 28'-6 Pe 4.773 19 10'-0 93.621 6E(2'-0),5cplg(0'-6),6T(2'-0), 152'-11'/z Pv PO 2'-0 �•••••Routel2••••• BL 1.0550 3.43 1.26 0.000333" 0.003796 20'-4Yz Pf 0.101 13 10'-0 93.545 T(2'-0) 9'-0 Pe 0.000 12 10'-0 93.646 2E(2'-0),EE(1'-0),T(2'-0) 29'-4'/z Pv 3 K-Factor conversion �=d.��l�f�p� formula: K„=7.94KW � d' YA Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multiplier ( 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 �, �O M.E.P.CAD,Inc. a;��AutoSPRINKO VR10 v10.0.54.0 12/6/2013 12:45:12PM Page 6 �� Hydraulic Analysis Job Number.CH0197 Report Description:Light Hazard Pi e Type Diameter Flow Velocity HWCIRoughness Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary U stream Total Len th 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 Discharge gpm BaIV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen-Williams Constant Cr Cross Run OR Outrigger pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple pn Normal pressure at a point in a pipe DeIV Deluge Valve SP Sprig pf Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe pe Pressure due to elevation difference between indicated points E 90°Elbow UG Underground pv Velocity pressure at a point in a pipe EE 45°Elbow Ee1 11'/<°Elbow Ee2 22'/z°Elbow 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 GIoV 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 Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap �, �O M.E.P.CAD,Inc. a;��AutoSPRINKO VR10 v10.0.54.0 12/6/2013 12:45:12PM Page 7 ii � �� ' Hydraulic Summary Job Number.CH0197 + Report Description:Li ht Hazard Job Job Number Design Engineer CH0197 DAN RAUNIG Job Name'. Sla�e Certi(cation/License Number Drawingl Addressl AHJ 971 SPADDLE CREEK ROAD VAIL Address 2 Job Sile/BUildinq VAIL,COLORADO 81657 CH0197 Address 3 �rawing Name 1000 Spraddle Creek-FP layout System Remote Area(s) Most�emantling Sprinkler Oata Occupancy Job Suff'ix 4.3 K-Factor 19.60 at 20.777 Light Hazard Hose AI lowance At Source Density Area of Application 0.00 0.100gpm/ft2 138.86ft2(Actual 138.86ft2) Atld'itional Hose Supplies Number O(Sprinklers Calculated Coverage Per Sprinkler Node Flow�g� 4 196.00ft� AutoPeak ftesults:Pressure For RemoteArea(s)Atljacent To Most Remote Area Total Hose$Ueams �.�� Sys�em Flow Demand To�al Watcr Requircd(Inclutling Hose Allowance) 79.09 79.09 Maximum Pressure Unbalance In Loops �.�00 Maximum Velociry Above Grountl 19.39 between nodes 5 and 4 Maximum Velociry Under Grountl Volume capacity ofAn[ifreeze/Other PiOes 14.73 between nodes 11 and 10 O.00gal Volume capaciry of Wet P�ipes Volume capaci�y ot Dry P'ipes 114.59ga1 Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name m si si @ m si @ m si si 11 Water Supply � 105.000 � 45.200 1248.45 104.760 79.09 69.246 35.514 6 Pump I 80.900 � 67.000 80.00 134.448 79.09 98.935 35.514 Pumps:Static=Churn(Pressure @ Zero Flow) Darcy-Weisbach Calculation Darcy-Weisbach equations are being used because the system requires special Description:Water/Antifreeze @ 0°F/-18°C,40%Propylene Glycol by weight design considerations. The Darcy-Weisbach formula used in this hydraulic Product Name: calculation to determine fluid/agent friction loss is: P=0.000216 fLp(Q^2)/(d^5) Antifreeze solution in pipes within or passing through: Friction Loss factors are derived from the Moody Diagram. Cold Areas: Warm Areas: Reynolds Number is calculated using:Re=Q/d/k Density:65.4871b/ft' Density:64.8001b/ft' Relative Roughness of Pipe is:e/D Viscosity:40.00OcP Viscosity:4.700cP K-Factors for Sprinkler Heads are adjusted based on the density of the fluid being NFPA Suggested Aged Pipe Roughness is being applied. discharged(Bernoulli-based formula). GFactors are not relevant to this type of calculation.These are replaced with the Roughness e-value for the pipe. Contractor Con�ractor Number Coniect Neme Contact Ti�le Name of ConVactor'. Phone Extension Adtlressl FAX Address 2 E-mail Adtlress 3 Web-Site ,Liy�,O M.E.P.CAD,Ina �;��AutoSPRINKO VR10 v10.0.54.0 Darcy-Weisbach Calculation 12/6/2013 12:45:47PM Page 1 '�� Hydraulic Graph Job Number.CH0197 Re ort Descri tion:Li ht Hazard Water Supply at Node 11 150 135 120 105 Static Pressure 105.000 90 .N Q � 75 a � 79.09 @ 69.246 a 60 S stem demand curve 45 1248.45 45.200 30 15 0 �50 500 750 1000 1250 1500 1750 2000 2250 2500 Water flow,gpm Hytlraul'ic Graph Water Supply at Node 11 Sta�ic:Pressure 105.000 Residual:Pressure 45.200 @ 1248.45 n�auame a,ess��e a�rme or res� 104.760 @ 79.09 svs�em oema�d 69.246 @ 79.09 Sys�em Demand(Inclutling Hose Allowance at Source) 69.246 @ 79.09 ,ML,O M.E.P.CAD,Inc. �,��AutoSPRINKO VR10 v10.0.54.0 12/6/2013 12:45:50PM Page 2 '�� Hydraulic Graph Job Number.CH0197 Re ort Descri tion:Li ht Hazard Pump at Node 6 200 Combined Static Pressures 180 160 140 Pump and Supply 120 �Q Supply 3 100 79.09 @ 98.93 a a � a Pump Churn Pressure 80.900 80 60 99 00 @ 56.200 40 20 0 �150 300 450 600 750 900 1050 1200 1350 1500 Water flow,gpm Hytlraul'ic Graph S�atic t Chum Pressure Ra�etl Pump Pressure Pump at Node 6 185.900 67.000 @ 80.00 Sta�ic:Pressure Chum Pressure 105.000 80.900 Residual:Pressure 45.200 @ 1248.45 Available Pressure at Tme of Tesl Available Press�re at Pump Discharge 104.760 @ 79.09 134.448 @ 79.09 Sys�em Oemand 98.935 @ 79.09 ,ML,O M.E.P.CAD,Inc. �,��AutoSPRINKO VR10 v10.0.54.0 12/6/2013 12:45:50PM Page 3 �� Summary Of Outflowing Devices Job Number.CH0197 # Report Description:Light Hazard Actual Flow Minimum Flow K-Factor Pressure Device m m K si � Sprinkler 101 19.60 19.60 4.3 20.777 Sprinkler 102 19.61 19.60 4.3 20.789 II Sprinkler 103 20.22 19.60 4.3 22.108 Sprinkler 104 19.67 19.60 4.3 20.923 � Most Demanding Sprinkler Data ,Liy�, �O M.E.P.CAD,Inc. +,�,�AutoSPRINKO VR10 v10.0.54.0 12/6/2013 12:45:52PM Page 4 �� Hydraulic Analysis Job Number:CH0197 Report Description:Light Hazard Pi e Type Diameter Flow Velocity HWCIRoughness Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary U stream Total Len th �•••••Routel••••• BL 1.0550 19.60 7.19 0.000333" 0.080044 1'-2'/4 Pf 0.259 101 34'-0 19.60 4.3(adj) 20.777 Sprinkler 2'-0 Pe 20 34'-0 21.036 T(2'-0) 3'-2'/a Pv CM 1.0550 16.56 6.08 0.000333" 0.057129 3'-8'/ Pf 0.327 20 34'-0 21.036 2'-0 Pe 21 34'-0 21.362 E(2'-0) 5'-8'/a Pv CM 1.0550 36.23 13.30 0.000333" 0.273459 25'-10%, Pf 9.392 21 34'-0 19.67 21.362 Flow(q)from Route 3 9'-0 Pe 22 34'-0 30.755 2E(2'-0),2Tr(0'-6),2T(2'-0) 34'-10%4 Pv CM 1.0550 46.32 17.00 0.000333" 0.413839 19'-7 Pf 9.756 22 34'-0 10.09 30.755 Flow(q)from Route 7 4'-0 Pe 5.636 23 21'-0 46.146 E(2'-0),C(2'-0) 23'-7 Pv CM 1.2910 79.09 19.39 0.000333" 0.453800 35'-4 Pf 18.940 23 21'-0 32.77 46.146 C(3'-0),Flow(q)from Route 2 9'-0 Pe 17 21'-0 65.087 E(2'-0),EE(1'-0),C(3'-0) 44'-4 Pv FR 12910 59.86 14.67 0.000333" 0.245687 10'-0 Pf 3.194 __ __. _____ __ __ 17 21'-0 65.087 3'-0 Pe 4.769 18 10'-0 73.049 T(3'-0) 13'-0 Pv FM 1.2910 59.86 14.67 0.000333" 0.259939 6'-5 Pf 2.446 18 10'-0 73.049 3'-0 Pe 0.004 4 10'-0 75.499 T(3'-0) 9'-5 Pv FM 1.2910 79.09 19.39 0.000333" 0.413711 5'-3'/ Pf 3.005 4 10'-0 75.499 2'-0 Pe 5 10'-0 78.504 E(2'-0) 7'-3'/ Pv FR 1.5270 79.09 13.86 0.000333" 0.188855 12'-3'/ Pf 16.435 5 10'-0 78.504 3'-6 Pe 3.996 6 0'-9'/a 98.935 Tr(1'-0),2sCV,f(-0.000),E(2'-6), 15'-9'/a Pv BFP-13.500 Pum Veloci 6 79.09 98.935 Rating:67.000 @ 80.00 7 Q=79.09 13.86 31.622 Churn Pressure:80.900 FR 1.5270 79.09 13.86 0.000333" 0.188855 2'-7'/z Pf 9.632 7 0'-9'/ 31.622 3'-6 Pe 8 0'-9'/ 41.253 Tr(1'-0),PRV(-8.500),E(2'-6) 6'-1'/z Pv FR 2.0090 79.09 8.01 0.000333" 0.046751 2'-0 Pf 0.187 8 0'-9'/ 41.253 2'-0 Pe 0.867 9 -1'-2'/a 42.307 EE(2'-0) 4'-0 Pv UG 1.9590 79.09 8.42 0.000333" 0.051485 75'-0 Pf 3.964 9 -1'-2'/a 42.307 2'-0 Pe 13.006 10 -31�'23�4 59.277 EE(2'-0) 77'-0 Pv UG 1.4810 79.09 14.73 0.000333" 0.221536 45'-0 Pf 9.969 10 -31'-2'/< 59.277 Pe 11 -31'-2'/< 69.246 Water Supply 45'-0 Pv 0.00 Hose Allowance At Source 11 79.09 �•••••Route2• BL 1.0550 19.61 7.20 0.000333" 0.080092 1'-2'/a Pf 0.259 102 34'-0 19.61 4.3(adj) 20.789 Sprinkler 2'-0 Pe 24 34'-0 21.048 T(2'-0) 3'-2'/ Pv CM 1.0550 22.65 8.31 0.000333" 0.110172 5'-1'/z Pf 1.059 24 34'-0 21.048 4'-6 Pe 103 34'-0 22.108 2E(2'-0),Tr(0'-6) 9'-7'/z pv CM 1.0550 42.87 15.73 0.000333" 0.358090 17'-1%z Pf 7.898 103 34'-0 20.22 4.3(adj) 22.108 Sprinkler 4'-0 Pe 25 34'-0 30.006 E(2'-0),C(2'-0) 21'-1'/z Pv FM 1.0550 32.77 12.03 0.000333" 0.217469 37'-11'/4 Pf 10.193 25 34'-0 30.006 8'-0 Pe 5.636 26 21'-0 45.835 3T(2'-0),E(2'-0) 45'-11'/4 Pv CM 1.2910 32.77 8.03 0.000333" 0.077909 1'-0 Pf 0.312 26 21'-0 45.835 3'-0 Pe 23 21'-0 46.146 C(3'-0) 4'-0 Pv �•••••Route3• BL 1.0550 19.67 7.22 0.000333" 0.080608 3'-5%z Pf 0.439 104 34'-0 19.67 4.3(adj) 20.923 Sprinkler 2'-0 Pe 21 34'-0 21.362 T(2'-0) 5'-5'/z Pv �•••••Route4••••• FM 1.2910 8.00 1.96 0.000333" 0.006401 14'-0 Pf 0.109 15 23'-0 8.00 68.460 Flow(q)from Route 9 3'-0 Pe 5.636 14 10'-0 74.205 T(3'-0) 17'-0 Pv �, �O M.E.P.CAD,Inc. �i;��AutoSPRINKO VR10 v10.0.54.0 12/6/2013 12:45:54PM Page 5 �� Hydraulic Analysis Job Number.CH0197 Report Description:Light Hazard Pi e Type Diameter Flow Velocity HWCIRoughness Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary U stream Total Len th FM 1.0550 8.00 2.94 0.000333" 0.013346 30'-0'/z Pf 0.706 14 10'-0 74.205 13'-6 Pe -0.000 13 10'-0 74.910 E(2'-0),5T(2'-0),3Tr(0'-6) 43'-6'/z Pv CM 1.0550 4.73 1.73 0.000333" 0.006651 101'-8'/< Pf 0.544 13 10'-0 74.910 6'-0 Pe 0.004 3 10'-0 75.458 2T(2'-0),2EE(1'-O) 107'-8'/4 Pv CM 12910 1923 4.71 0.000333" 0.030620 1'-4'/ Pf 0.042 3 10'-0 14.50 75.458 Flow(q)from Route 5 pe 4 10'-0 75.499 1'-4'/ Pv �•••••RouteS••••• FM 1.2910 11.23 2.75 0.000333" 0.011664 12'-10 Pf 0.150 19 10'-0 11.23 74.979 Flow(q)from Route 10 pe 2 10'-0 75.129 12'-10 Pv FM 1.2910 14.50 3.55 0.000333" 0.018435 17'-10%< Pf 0.329 2 10'-0 3.28 75.129 Flow(q)from Route 6 Pe 3 10'-0 75.458 17'-10%< Pv �•••••Route6••••• FM 1.2910 3.28 0.80 0.000333" 0.001347 105'-7%z Pf 0.121 12 10'-0 3.28 75.003 Flow(q)from Route 11 25'-0 Pe 0.004 2 10'-0 75.129 4E(2'-0),5T(3'-0),2Tr(1'-O) 130'-7%z Pv �•••••Route7••••• CM 1.0550 10.09 3.70 0.000333" 0.021224 24'-3'/a Pf 0.749 25 34'-0 30.006 C(2'-0) 11'-0 Pe 22 34'-0 30.755 2T(2'-0),2Tr(0'-6),2E(2'-0) 35'-3'/ Pv g•••••Route 8••••• CM 1.0550 3.04 1.12 0.000333" 0.003084 4'-1'/o Pf 0.013 20 34'-0 21.036 Pe 24 34'-0 21.048 4'-1'/a Pv g•••••Route9••••• CM 1.0550 19.23 7.06 0.000333" 0.081724 7'-5 Pf 0.933 17 21'-0 65.087 C(2'-0) 4'-0 Pe 16 21'-0 66.020 T(2'-0) 11'-5 Pv CM 1.0550 8.00 2.94 0.000333" 0.016867 142'-1'/z Pf 3.307 16 21'-0 66.020 73'-6 Pe -0.867 15 23'-0 68.460 27T(2'-0),5E(2'-0),4EE(1'-0), 215'-7'/: Pv 2P0 2'-0,3Tr 0'-6 �•••••Route10••••• BL 1.0550 11.23 4.12 0.000333" 0.026262 124'-5'/z Pf 4.187 16 21'-0 66.020 28'-6 Pe 4.773 19 10'-0 74.979 6E(2'-0),5cplg(0'-6),6T(2'-0), 152'-11Yz Pv PO 2'-0 g•••••Routell••••• BL 1.0550 3.28 1.20 0.000333" 0.003511 20'-4'/z Pf 0.093 13 10'-0 74.910 T(2'-O) 9'-0 Pe 0.000 12 10'-0 75.003 2E(2'-0),EE(1'-0),T(2'-0) 29'-4'/z Pv 3 K-Factor conversion C1P=O.Qp[}21fif��Q formula: K,�=7.94KW � d' YA Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multiplier t/ Actual Inside Diameter 4 a� Value Of C 100 130 140 150 \ Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 1.16 1.33 1.51 �, �O M.E.P.CAD,Inc. a;��AutoSPRINKO VR10 v10.0.54.0 12/6/2013 12:45:54PM Page 6 �� Hydraulic Analysis Job Number.CH0197 Report Description:Light Hazard Pi e Type Diameter Flow Velocity HWCIRoughness Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary U stream Total Len th 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 Discharge gpm BaIV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen-Williams Constant Cr Cross Run OR Outrigger pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple pn Normal pressure at a point in a pipe DeIV Deluge Valve SP Sprig pf Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe pe Pressure due to elevation difference between indicated points E 90°Elbow UG Underground pv Velocity pressure at a point in a pipe EE 45°Elbow Ee1 11'/<°Elbow Ee2 22'/z°Elbow 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 GIoV 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 Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap �, �O M.E.P.CAD,Inc. a;��AutoSPRINKO VR10 v10.0.54.0 12/6/2013 12:45:54PM Page 7 � � ra � � �i � "f �, �� r-a � � � �, � � � ~ C' � � �1 Y � .�� z r�, � � � � � fF� o .� � � � .� � �i � "" � ~ " � � �! '� `�'� ra .�i.twi 1-1f�"C�F"PER PIRE TO 5Y5TEM � � � "� �y � ax r�l `�'`' � ��I�E� N�T�� : F��J� ER QETA�IL� � � � � � � : � � � � P�, � 1 . SPF�INKLER �I��TEN1 FC�R f�E�IDECVTII�L SY'�TE�'I I� DE�I�NEG TC� NFPP�-1�G, ��10 GC]PPEF� PIRE H�NGER �P��I�1� � � � � . .� . 2. �C�PPER PIPE T� BE USED THR(3U�HC3UT p�PES�zE 1Ak.�CHANGERSPf+[IN� FR�TE�CF�ERHERHE,4DSIZE .S4PRII''�I�'SLER SPJ�I'C.+IIVC� � ,� �, ALL PIPE AND FITTI�J�� HALL BE HYDRO�STATICALLYTE�TEDT� 20C� P�I F(3R � H�URS 'U1lITH N� LEAKS 1' �1T�'-0' 5,,a�� '��' L:JWER LEVEL 1-yra� s�-o- ��1�„ C�R �0 P�I U'v'ER V1��R�IN� PRE��URE� �IVHI�rHEVER I1S C�7REI�TER. ii1} E7CPI�.hJsIC]N T�4h1K r-,�• �,��-v �,,�° 14'}t14' A+1#�INAhJD UFPER LEIIEL 4�� MAlhl C�F�AlI�1S, AU7�ILIAF�`ti�` dRAINS, AhJD IIkJ�P��T�R'S TE�T� ARE T� BE PF��VI�ED �� -o- s��i�� . �#�1[� fh��T�4LLED I� �4��C�RDI�h1GE V'V�TH �1�RA-1�D �{�10. �. �LE�TRI�ALl+r111RI�IC, UNC�ER�GR�Uf�D PIPIf�C�, A�lD PAINTIhJ� C�F PIPE I� ��' �THERS V�lITH C�?�3R�INATIC3P�. � � � � 6_ �V'�NER� RE�PC��ISIBILIT`(TC� fUTAI�JTA�N �4DE(�UATE HEATIN� TC� PREVEh1T PIPE� Ff��h�1 FREEZI�IG_ � 1-1rz°��H��v� ��„��raQ. ��,r H��,��r�4. �?w ,�NTI-FREE�E FILL-hI-DRAIN � F'ipe Skrap F'i�e Str�p � 7_ �T�Ck4 �F �PARE �PRINkSLER� C�F EA��H TYPE IN�LUDIhJG '4l�1REhJ�H 1NILL BE PRC�VIDED PER �JFPA, F�'JTTER 11'�R-F FLOV:�'SL'4IITCH '��sy!rd�' , 8. H�RN AI�D �TR(��E If��TALLED Bi' +�7THER� IF REC�L�IRED, � '��}.ryw�,��.,,, '�. PRESSURE�7l4rITCH � IFdSF�ECTION TEST�u'ALVE �. �YSTEM I� A,�NTI-FREE�E SYSTENI (�C�LUTIC�N 1!'�ILL P�C�TE�TTC� -6 DEGREE� FERINHEI�HT� '` ,� ` '. ', �� w�ed°crrrc.9t17.��•� . ...� '�°° � � �a � � �.# �' k � � ~' T �r: s 2j3. 1�- MA.?�IMUfI� �PRINKLER SP��IN� �T 1�' X 1�' UNDEF2 SL�PEDAND FLAT CEILIFJ�S �{ � ' �. . .. � � , z 1-112"VI+ILI�Ih�� 75�L REQU�ED PRESSLRE _.. �-.� .. � . ,- _ . . , 11 . }�NTIFF�EEZE TC� BE �1 FACTc�RY f�11XTURE �F 3�°� �LY�ERIN, ��Ia �NATER RATEC� TO' -�F �ACKFL�V PREI}ENTER WITH TAMPER-C3 ` •� Cflh1TROL VALVE�{1u5i'IF�IFI�BY OTHER�I � � �;ae s��+p 1�fVTIFREE�E - S�C�_�2 �GALLC7N� - � , ��r��a�c��ri�E�t�r . >... .. �. � � �i = � � � 1�_ AbaITIUhJAL Ff�EEZE PRC�TE�CTIC�hJ BEY��JC7 THE LISTEC� TEf�1PEF��T�JRE R�4TIfV� F�F� T�iE �LY�C�LE �'Rt�'v"IC��D, � , �.�_. �,,aG��,#,��+T � � m � �HALL 6E THE RESPC�N�I�ILIT'�" �FTHE �INNEF� �� '� "'�'�'�, ` �= F � ��4 T e 1� J:�'��r �' eVC[�]Jo:I or 5e,am .�R�,S ��1 ��li��r �� 2 43 ifi h- - " 1-112"q1U"ILK,EN�PR'�1#�C�OHQ � � `� u� c� u� J � F'�F'E�TC� FL��F� �R�I� . . LL! r r r � Ily � � .��M►,,, 1,��HEGK V�L1+'E � . � � � �HP GOULC]5 FIRE pUMP#226F1J9A0 � ra r� o} - C�s�� . `i �, �� ~ f1�1IRll�d� BY OTH�E�2�1 � -t � � - - �� , i��. ��„�• � �,. . _. - � - � _ . . . :-. - - - _ - �. � , - -'�; . � � .� .`.` - _�,; 1�,.� � � - - _ -- _ - �� _ � 'rr�lrte+'4i��► - ��s�+l w --. _ �� -'""I►�1Fh� 2"4�hlQEF��ROUNQ BY OTHEF�S C7 �1 - • - . s ,_ . .. _. . . -- -- �_t��+l ��+� L1J f_] . ... � �-• _ � _ _ s t �., �.,�j,�, � /��.ry - , �+ LL9 - Z - .1" — , �r -e � YTr�5+j� °I� � - � . � '_ � . �,•� �^-- � � _ ��ff � - ��£i rt�r�•��s��+� � rJ9h _ - � LLtl LF} r — F�I�EF� C�ETAIL �J�TTC� ��LE � � � , : ,�e r� �ITE M�� N.T.� "° � � � ��+. it�s �r,�t��s ��at Rtw� � � �Ga►�n�n; ��r a�s r+� w+� �ra�uFa� � � � � � � � '-'� w ��ir ��1�1bL�t k)4 �Vf��1�1i��Nt1ti[tFM� OP 0 F'�-1� Q��Ir'I+GYWIif, i[1�Ori�n �' = re �. ��'1 Uli�"M�1'��,�� d��f154J��'��i'�'B+fli�l��fl'�: I�t�r wr�d�t�et�8��+��'�4n an�i �e 't�e fir�e s�r,��t�p+�9��UIt1�e��°9 � '��cau�Be ilwe wai+e�i�n�e� spri�rl��r i�t��mcat d�,h��c��e�a � � � J G��C``'�'�t-' 1f��,�{� ., '�iF' S�d' f+.'?�" �'��I'';] � �1 � � r � � � � � � � w� u� �""" w � � � � G3 � {} � LLP LL� � LLY � � r e� � �� ; , �. : . � . _ _,_ � , � � � � � , � �. _. �['- �e�.. fl , r��. � : �- . . . . . . �_ , . _ . , .. � � ., � , � ... �.� - - _ - -- - - - - � .� S .� �.,�: , . . . �, ._- .. . . .�.. � _ � . . .,� I� . � - . . -� .�� . . . .. . � : , : . r: �.r�r�: �` ��. - �, ��..� `�' � . ny , , , E � , , _ - � � - � -- � - - - _ I . , _ .�` ' �: �.mr.�� s_ ' . _ � - _ � . c�7 _ Y I _ .�° __----� . . � . _ ` : _ . . - t � Ll1 - - , ° ' - - � [L" � � _ �a � � �7 I . - , - - - - . . . ;, , ; _ : , '- � i i =� 4�^ � � ' - - . y % s - ' . . _ ' , -, ;, _----' _ - � m . _ -- -- �; � � .�� ' " - - � � ' ' � ' - " w 4� � � - - � , - . �� . : � � � - _ � _ . . . _ _ _- - - - _ - "�: � o � -- � � , , -- - - F , � _ ,_. . 4, _ _ . - � -� . -. - - � - . � �, -. - . __ � � . T .�.. .. . � .. _. . . , _ . . .. �.'�. _ .l_-_. _ - � _ - ��: � ' . ... J . ..��: , � .,.,.. r - _ _ _ _.� .�_p�',�.. ' �._�r�._� _�.—.�_� � ` � . . ,. . � -� .��, _ . „: .,. . _ . +a..�,. .. .,. , � � �i- •ri �•+ _ � � �_ . .+i-.r� ..� . . �+� f« -.. . v � � _ .:- . _ _ ... . . _ --_— --.-� ... _. . �. ; z ; z. � z � �� - . - :. r.-_ . . � - .� - - . - ' - � - - - - - - . � : . �� . a � . � . - W � . � . ' ' . . � - ,� - - . " - - , - ' - - - � {� _ i .� - - ��-� � _ y- - � s- - � - - - . _ - � . � _ ' � � � .: - - - ' ��.� ,� � - �� __ - �� _ � T � ^ _ � . __ � a �r a a a _ - � _ a - - - -��: � � - ' •- - '�. _� . w�+� �� .p�- .,---_--, ,-—� - —_ _ . - - -- _ - - " ---- - - - � �_�; ��.+4 � �-�.. �� '�� +'� 4 �� 1�� '� ��' � �� (�' �} (�� ' � --r �"-1 �' �� -, , ' [}R�'ivl+IV BY� Q14�' F�AUI��CY __�� ,�,� ,,�,.� �-�-.- �,�--� _ _ '� ;�,� G�ATE: 12�17J1� : -' ` �` � � �`' � � t,� � [ � 4 � � � � � � � ��- � � � � � � � . � � -.- � � � � ' � � � __ k � ;.� � , � . . .-�.� � -- _ -_ - - . _ �`�� 2 1 0 4 I I 1 1 �'�� `�� _ �_ '� i , � -`� 1��4" 1°-D - i�� ; � ,s ti.--� .�_�� _-��` � ti..-._ f�; i:4 =�___ ��-_��-�� -��'`- ��-.,'�� _��-,--'�.-`-��'--. �� . � � � �� 1'' �'� 1�'r� � � !� � �. �'� � � � � � � a� � -� , � .�.� -� �.�s � �r�s� .� •�.� f �• �.�• . � � � � � � � � A � � w � � � � � � � � � � � � � � � W � � w � � � � � � � � � � � �QNT�,ACT hJUMB�a CH�197 [?RA1NIhl� FILE NAME 9 i 1 �PA,DDLE CF�EEK FL�JO�!AR�A SFiEET Nl�ME3�FC �` FF�-�� J�RTH i T� � N TIK � ,�. M L/1 � O N 'y � �, �YI N � � � � � � � � � O � � � � � � p � � �] O • �� '� 1�1 VI � O � s.�� O � � t � .� � U N b�A 1�1 � ,� O � '� � �, a � � � � � � cn o °� �' � � � Cj �° -� � � � � 0 •� � U I� � � V r N (O � W H � W � _ r _ _ _ � � ��, , � � � Z � m s:9.�,, �,�_.,., " ,_,., � � ----- _ F P_'I a --- c - --- - -_ % 5,4� �_ . ,• Spqc� = _ __ _, , , w � `� � � _, F � 2 � \ / � '�: ,,_ r t,i, :�� owER �-�� --- �, � � c� � — - � � �� , , o ,. � � �� , � STAI R ! � � = — � � � m ��' ` � � � � � �, , � � � --_..._ _.-�, ..._ %�\ ;- � LL _..._... \ 1� � ....� �---..,_,___.. � � �_ �\ j,� �i - i ,- � „ � Y �-/� � 4� // � , � , � . � , .. z � � ..�°} � �- ' _� - o,..�,o.. _ �_, / ,!�_ %'� �;�'�� ,�� eA Tc, �� ,!' Sl�.,:_ � w � � � � ,- � _ -- ---- - ------ „ � o ,�l �� .,� � . ,��R ___ ,, , � ..« �, .,,.< � , � �, �-� , �� 1 � �; � - :; �� ' • � � �� _ �,_, � , � � 9=9 � ' � � �� '�- �� q/y ' /!� � < � �_::, T� ,/ � ; � '' � � ��_ w a � - .,_ /ZD , , ° _ 1 � ' � ��// � � � � �� / '� / --- - _ Z � � / w _. i /�' j '� � �, \\l �� ;'� � , ��, i � % ,- - — _ � �� w jf j ��,� ,/� �� ,j�� j � ��" SUPPLY "_ � � w u�, / - ' T � ' „ � , / ` R � g ,� i� 8.4 � , i.� iN f � i , , ; , _ � , ,� OOM � Z � � ,�j`;� E�R p pM o /� -� . - �b' � ' ;� � � � 1 � 1 —�� '� 1 _ _ n' � � , �, �_ � � %; `'� + � �� i� ��_,� ,_ ��<< �, �_ �,r'� ��'� ;'� 2'-9 10'-0 �� - '9'-1 11'-11'/z �� a � . __ � � � / ,, 1 ' �� '� ,,_-_— ----- �:�� LAUNDRY c�� w w w ,;_ , / �i 8 %�` '�� ,1 �� ,' v -�' — � R�OM HE� o = a� � � � _ � , l y '�,��,� , � /�� T � , �� 14 � %��,, .O %` _ '� � " w � 1 1.y f �._,` 13 ' o�' ,- -- � 00 a �� _ � ; -_ -_, � � ,� %i�� 1 � �� / � �� o � ° � � � ',, A �y �- � , f 8.�/ � – � �� i �,- O � N C� CO r a w � W �...,` - - � � ti � O O O T � J � � �, � � <, ` � �. T � �/A � �ti �_ � �. ��r r T � rn U Q a Q / �� '��_ 1 � / � ' f 3`:�: ^�cn � � w w r W ; � � �� >>� � ;-i� `��, o � � � ;� . , , _ ,��, � �v �__ _ ,___ � ;! '�lM /� ��, _ 6:4; ��; ` c I � ,�;F . � �� ; gF� _ � e �o � ,,, i��-�_,. -� m ° , ; r 1 Roo� q Ty; _,� �, - � • _ _ __ �.p�, �;; >� � r _ � �owER � � � _ � C S i' I� ------,i R OTUN D RA _ =;; C� �T�� • 1� � ; � ' � i i%� ; _3 � 1'-1 o m o %' I � ;�_: � ; % � �� y �S �l \ � �. � ,! � �, �;_ _ - / i S o�FR i / // 'I , , � � � , , , ,; � „ � ��_ i ;=;, i� l �� _ ; , , �, � __ � ��>�,,_ ' ; �. � STORAGE STORAGE i � � _ � _, � � � �_ � � „ _, !; , i , �� : , . ; \ / w , �. , � �, , ,, � , � , _ , _ �� , � � � ; � � � , �_ , ; „ , ,. , , , , 1 /4 � -� ,, ; , � , / z �o ��' � � /� �� __�' •� ,,%� �;-,�— � -_, 6�_3+�, �, 14�0 � - 1 �� o � �� N � RISER UP T4 � � � � � � �� =� �'rd �� rd � � r � r �- �A�� w ,, � , ; ,_ � __ __ , `_,\ 6'-2 . r 9'-81/, N � MAIN LEVEL , ' z co 0 0 � � Q r � � �� 1'/d � m � 7'-4'/� 302 � o `� BASEMENT Hydraulic Information 1 �X1 � ' 'I 2 C RAW L �_61�, "' 4CCUPANCY CLASSIFICATION Li ht Hazard � SPACE M M � ` r N r N r N N Q � g � " 304 �A o r T T T r 1 1 D E N S I T Y 0. 1 �Og p m/ft z f o r 3 3 2.5 9 ft 2 (A c t u a l 3 3 2.5 9 ft z) �I � � r � �, � ° a a a a a a T4TAL HEADS FL�WING 4 li oRAwr� BY: aA� RA�Ni� I • DATE: 12/17/13 K-FACT�R 4.3 i� � � ° � T4TAL WATER REQUIRED � �4.52 � • • • 114"=1'-0 TOTAL PRESSURE REQUIRED 93.673 - 303 30� BASE of RISER (gpm} 104.52 r , r N BASE of RISER (psi} 93.673 r SAFETY MARGIN (psi) +� 0.9�8 �� .4%) �- � Light Hazard•O. � �Ogpm/ftz for 332.59ft2 • w � � � w � a � w oo I� -� Fp_� A U A w � w � POOL i--� � � SLAB � A Q � _ � � � � �� U � w � `� w � � �� p � � � � � w ; � i � ,, , � , � � GUNTRACT NUMBER , � CH0197 � ,� �� DRAWING FILE NAME � � � � � � � � � � 971 SPADDLE CREEK �, , � FLOOR/AREA SHEET NUMBER �` F P-�1 20F6 �10RTH � � ra � � �i � "f �, �� r-a � � � �, � � � ~ C' � � �1 Y � .�� z r�, � � � � � fF� o .� � � � .� � �i � "" � ~ " � �! � `�'' e�`d ry,�, � � � � � � � � � � � � � � `'a ..., t� ;� � � � � � � � � P,' � � � � �� up�ly FI�v�V T��t D�t� T��t Cc�nd��t�d By �I`l�►IL FIF�E l��t U'�Iitn��se�d �yr �R�f11'S� �� Lo��tiv�n � �DC� F�I'�� LEN � � ra s.� � H�r�i r�nt El��r�tion 5��4��.4�� r �tati� Pr�s�u r� � D�. OD!� � � �; � r= � � � F�esidu�l P��s��ur�: 4�.20Q L � m � �. '�� F� � Flo�nr � 24�.4�� ' ua � r � . 6 7' 8 9 ~ i C� 11 �, b � � fi� � � � � � 2 1'�3 � :��.��.� � � � � � � � � � �. � � � � � � � � � � � � � — — — — — — — — . ❑ '',� , � � � � � � 'S, '—' � I � w r� yy. � � 1 k+Rl'4�� J LL! � � '� R�QM "� � �'-� � '� � �` A��! � � � '�'� �� ..�� fi� � � � � � : � � RC]OM � � � ~ � � �, � �I�IhJ LE�lEL � `A� � I r r r � � � �`i=�1�r! �� C � 1 � � 1 � '� �n � � i � u� �?'-�'fz I 16-1 �z � 1 � � � � o� � � '�'�° w ��ir - � o � . . � M �' 2 LY HEATER � I _ —___ � � c� � � � ,� 2 _." r c� ¢ � C� ;� r°�� _ �...�.�:�_, � '� � � w - � w 4 � +h k �J� �]M1.._ LJ— `t � � �,.�.r ��M1 }'.�`..... . � �. � � T , # � � LL� W � � ,� �` ��.� *`��, � �9,�� S(:�. FT, � � � m � 07 � �, ,�1�_ -- ,� ,� �, � � r r:- �--C� ` �'-8'r` P�VI(DER a � � � , �f -�� ` r x, ��.5`�. , } r 5 � � � t L� ' �' = M1.� �5 "-� i�r� ��'d � ''�-t�r r'� k' � � '�I e i I I p �t—�--__t ''�_ ; J �� '� ' y i � � .� � � � � . � � � � • m �o I � i ! � � �� + � �� , � � _ � � � , r � �� `�`f'`�:v ��j� v ELEVATC�R . f f:::. � � � ,� ,; ,� ',� ;.'� � �y '�� c� —� r � �'� � � LI � LC�INER . � . � ��A � 1 1�4 ��I G� � 1�-0 �1�l � ��-��,�� -� "��`-� �'_� � HfiLL � � � � � 2 � � � i� �� u � � � . . �C� � � r� � � � � �� . � o � � � . � �- � 1�*gi� � � ELECTRIC,�L � o '} � R�D�M �L�SET GLC]S�T � � � w �� `� � � ❑ � � � T _� . . � � � � aa �r aaa � �� . � �� — � � . � T � DR�'iVw+N BY: aA�v RAUI�IC� . 1 _ 1 1 ,� 1 1 1 2�'�3 �"-� 0'� _� 9'-"I'�� ,a�i�� 5'-4'f� 4'-1 �'f� G�ATE: 12�17J1� BAT H �T BAT H i i ° i J a, 1�' o � � II � � '� � � 1��4"-1°-D � r �' i . � � � BE�1Fi�D�Dh+1 �E�RC.��I�I � ,r � � � � o ca � � 'r SH+QWEFt �HOVUER � � � � � � � i � � � � � � II I I � � � � ; � � � � � �1� F�_� � � � �, � � � � � � � � � � � �� N11�1 hJ L E1lE L � � � � � � � � � � � � � � � � �� _ � � �QNT�,ACT hJUMB�a CH�197 [?RA1NIhl� FILE NAME 9 i 1 �PA,DDLE CF�EEK FL�JO�!AR�A SFiEET Nl�ME3�FC �` FF�-�� J�RTH � � ra � � �i � � � � � I + � � �� I I � �' � �' � � � �1 Y � .�� z r�, � � � � � fF� o . � ,-,� T o�„�,_, ,i , � � � � � � il�l � ~ C� ~ U" ` a � Y. ...�._^� 'il � � � � �,,� e`� �'� .v_.. � .�-..J � � � "�' � 9�] ,_ . � . I ' � � '�D � ',� �. [� ir� :,:I'.. �, . ' � � � C`•• � r�+ �? aFl�f � . .e � � � � •.�r .. -,_ . I � � r�a �' � � f �I h 1 �I 1 � __ L •� ~ � . � *: .' .�. .. .., .. .�� r-1-�-I I�.� ' F � `��,, � I�—I��i�� I s - ; - ��I��i . . I�III� � _ � . I I�I I 1— I I�� i 4 -- , � Il llll'll; - 1=1 ! �� I I"=1 I I�I I 1-- - I�I 1= f f - I I-�I I�!�I I� � � 4 � � ra s.� ��," I:I I I� � _ � r _ � �I—I I�!I� I I-- _ Is.l I�� ~ �� - � ��.,�;: ��° �i: � . u� ��f� :. i-=a 1 1 - _ � �; �= F�I�E F� D��l'1!N TC� I -1 I I�I I I"�'� �---- � � � � � LC�1�'wIER LEVEL �r rlll� , . �. r ft � m � �� —,� �. , __ i�. � . ----v c� e {f��---. �E��IC�hJ �T B�F� I� .�S. � � r � �`' 4~ ��-� �ti� �+' ��-~-1--��-_ --� � ~�`�- J,�� - -- ~ �,� -'"�k-��__ ff ++ +' -- -- _`---��_-.. � ra r� o} -- ~5� _=°---° P f 1'1 -- _ ___ . _ LL -t � � _� t___,__�� "' . __ ._ -_�__-_ __ _ _ __ �_ r � ; 1_�1 -��__ ._�� t ' 1 ---- __- '�� --� �. ��f��, -- ��_�_- ' � + �`~=�`' _ F�I��F� TC� U P P E R �' � � __ . .. +�r k� ._' �� --_,C'I�T ��_-__--�--�� --Ff � _ _ � --�_ ---_ � -__ ��k ---k -- - -- k--�-�__ `7 �d`----- --__ �f ,� +� ,�-- __ ��_�� --� "-----__-_._ �-- -----____ ��'�� ----- � �-~--� �--� I F11 F I F F' �� _ ; _ . � - , -_ ; � � �� r —�-�-�� -- ---- --- � , � - _ � - __� �- �—— - —— � `'.� �� ,, �+�r ---� "t- �, J r � -� � � . �� r�:��_ = � - � . ; ; �� ,+;� �'r, ,-.�;-. _ ''��. r'"�� 'auvE� _ _ �� ° { ; _ ` r' �� . � � �� --- �" � C�� T�#I R _ _ __ _�-- - � � �! f � - �� rf �� ' -- ��` — r 1 �f� �` �. �~� ----�,� +,� a __=�.s -,�--- ----- ___ ---� � � tF {°� #� -�_ r�. . � __ " ___��--�--��x _ "� 6�12 6:12 � � � L�il �� ,' � � ff! ��'�� ' � �x . �� 'k.x . � � . . ' C�'S C � . � ?r� -- f , '�+ � �1{�� , ;r!, ��s � � � �� _� � �-� �n � r { �r� 4�� 4 f I��+� f� �� .�� L � � 1��+ � � . . ;�'.�, ?� 4`�':�`� ';�l ��'��'�� L�VUER �� " M1, � . `� � � � 1 �� *- �' �� '� � ■��-•� r�F�� - _-- STA�IR `1 � � � ,��. w �r , ; , , { � � , �, ''� � � ' ,�f � � .� �.,4�.. p co q � �y �1 � �,.r �� ""-�� fN� . T+:��` �� '� ' _-i. . ''� �ti��`'. -��. ,�f./�' __��.{,�__ _ _' '. .... � � ��'0��2 r i,Q I `7�� 1 .T � � � � � � � � � '� _ f �� 1. __ x , _ � ----___ � _ rti �` _- : , � � ' ,� / . . /' ' '� � 6:12 6:1"�'�'_� {? w � . .� _ : -_ -t . ,� 3 . � �� --__ �r� -s__ � '�f : ,, ---- - �� + j� ,,:;�v ':- � _ 1 1 1 fi � .� 8' �� 1�"-� � 4'-1 � � � �► ; , -� aY .. , �, ' L , _.- � � _ � , _ � � � a -��_ : � --_-__ --_-e- �� a �� r� ' .�� , � ,' ,! h ��, `'�.. �� r-. r� :' � ; --��'-. }�"'" � � /'�. /{' �� j �7�4 11�_�� LV - � � P ' � � `..' .�r � Ir ; � � � h�fA,�T E Ft M � ..�� . -_-- ,� � , � ,.: � ',,, ;.� ��;`' 1 � � � � r � � � � � � � w �' BUT �� ,r��r�+ . � .. �EaR�04PJ1 "' : 4� �_�'� � � r,�/ �,� ,ti -, ��" � � � � � � � m y� ; r +� - �r_� . - � � _a � __ � -�� ,��' ,� ,� .� � . � a� � � r� ;;: , � . , � �`� � ; _ �_ ,ar� 1 � � _ � } � � � , _ , _ � . �, . , � f' Fr �`,e � 4[. � -,., �� _�: `� .� �� ;• � . �qp � 4� . :- �►•�,'S• � - � LLY a� �+ j J� ,' r� � � �� : � ... � �-,:.�� + ,,,�.y�� +I ��:. �f � . YV��`� � � � :F,��'� � . ` " � �' F— CC _ k-ti r f r = - � 7 iQ ' ,� -°��' ,r��_f{ '�+ '* � L7"'S .. - �* r � _ : . .r , _ _ . . ��. � .-. �. r� �'' � �� . . �y +� [V N i+' r{ �-,�� ' �' �'� - x�.� �1"_� �... � .;' � ___ �'��``�� ` .. "�X� - L-8 �-9',/r 1'-J�� '� � � - � 'S�� , i �� v. % + �-=k--_ �' . . ' �`' _ �f .. A _ , � . V� � � ,� .�.� '.� �--::_ 9�i -�__ + � I� �Y � �r � �' � _ _ -- � � , � J � � � ,4 . , � 3.: .: .� r � , ,�, •,�a '� �e , �; 1� - � _ f�v �� f � A 1 � ____- �� ___ ' � •., _, ,� �� s� 1, .� � i�, . . {� - �o _.� �� • m �'� f�� +�� ,,� ` �� " � ' 1 �"-�- F`C}�,�� -�.�. � � *� ��`��_��- t� i � D I M I fV . I{I T�H E hl �� . ,', I� , � ;{ , � } � . �J` ,,, � +��`�� g � ? `p �� . —� � 1 1 1 �r� a �x��'�, � � . � �' _ f ''C . � . . a + � y+� 'S, �' i� �{}J� +� ��-_ �� 10'-4' , �•�, � � � �� ..� — � t J � �—� � � i , � f o � , � . ' + 'I ' �� s . �� /1. ."' -_� � -. . . . y � � 7� (} 'T� fy . . . . 1\ -� �" � , �, ; +V{,c'� ---� ��-_ -_--` �'•� l :� \ i 1 �y � � � � 1�1' � -� r f . sr �. �`T� t��-�_�- H,4�� ,�'` `�,. ` �� .,. 6-��z � -ti � � -t� � � __ _ r � � _ CO ---�_ i ; , . _ __ . , , ti `-� _ }+ �+ � � � � _-__ " �I � �',,� � - � _ Cy T � -.._. r � r .►� � � � r � ,° � 6 � �� 1 �� -_ _ '� 1 , �.'.. r , � �. __ ... � .s ' ." • a-�__ :r� p� _ `� •` �_� -t `tik'� � ; y � � i � � : � +. �' __- - - � �� ;� ;�� --�-�� +__ /�� f �' - �X� P ._.--._ . �:r� ' � � __' .�� +__-'._-° - . F' ,tl+y . . f}-l. � . . � � . {� . � v � f �� ; � , ,5 , � � _ °- � QNE � , r r ; ;' °..__ . �u. r_. T ' � f � �d � T T.1 � � � . , *• �. +� � '� �� _ . '� � , � -. AF� rr = � [. . I, � , - , - - � �"r, -- �, 'l �"' � � ' + '�� -= ' � - - .� ; � _ r � , . ,�� -. -- ; t!j , c � .� I ==k' -�- - f r ---_��---�_�., � }y��'y � � �'•�f � � I �^_�? �'�' �,� =--�- ? ; , ; �_ �� - � --- --: ; � _� � ._.. , � � � �� : � -_ 4 �y _ 4ti� .._ _ ; -f . .. .. - /-5 - , : d ++ :_. ; - ?� � r _ _ sT � � ; . �T,AI R � �n � - ; . ,,� , __ __: ,��-� � _.... � l � /' 1� 4i �� F-t t'� ��/'ti f f-_� - �. . � ,� T,14wl1�,{i� �+ f T ��y � - � a _ �1 �- . . . j �4. . yr ..' ..i k -� �_'_� --'_" � , i��' _- . � -L1�? . � � i . �..__ e .__�� . � ,.. -� ; r �� t-. ----- -- �-.� V . 1 1 'C}��2 � _ � � � � � �' � __ � �� 1_ � � �� _ � _ z � ` , + ' -°-�� . � �, .� �. ' -___ 1 � �� +�j �-�__� � _ . . � � 5'� r _ � � � � -- _---- _- � r _ � � ;��.�. �1 "}1��4 �\ y�i ' �` ��' II+� � r�. � � � � r r r. r. y � ,,` /� +r-- � -- y ' y . � {� � ,r � " ��. � - _-} �, � �� t � 1, '� ��. � ,�-� �1 �-�'f� ,�, r �� r `� � � i�� ,+�?J�� '�'r �b':�{ '�� +�* � ��. �t ti 10'-6' +' � �a,_�„ � � � y � BAR � --� �''� � �`l�+ '�� -' �� " � � � -� r-. : , ., ! _� � .. ''. . . . _ � �' k i �,, _ . . . . . .. . . . ..'+1 ,, `•. , . _ �r ��,+�q ..,s '�,. �. RC]TUNDRA. ,�',,/ . . . . � � srarvE � � �� r� . }�' P�'�L �., *,. ;�' /' i�'� .__-_ .-= � �,,, �� .a��M r� � ��}� � '�" � � �,4T H R�C�h� ,,��t`� „ • • ;� ,� .� L �-� L�� . � i� I_� � � �f � `� �q 'i+?� �•� � l \ � D /`��e '� T� w (f� Vf � `i/ � - '�+r y 10-n• `� �;.��-. ';•-� � ' � � [v 1 iv � o . � J� � �: � � ,�. > � � �� Y �+7+� . F +�'+�� _ � � �� ; � � �; � � �-------- --� '% �— �---��—��x_ `��' �"-1 �"-1�`!'� ��`-1 +' �--- � `t-s-� �':r� �:� .�e'+� �� '+� , ;�..�` --- �`--� �� . � s�� , r{,~-�--,��_ - � . � --_-•�,� ;•� ,��; }� {`� Y~ ��'~ � r � � _ , __- � ' _ u_"_- x -- _ � � � �' � r� � i + ___s�- �� '. _ _ � �/f,T �_/' W `° � �' -- � � d , Y_, a r �,;' ; '��,� `=k�_ �� co m � `� ' , , ;-- � � -- --_ � _ , _ _ � . , � � � -� � �' �--�-�t r f r°r �--��'`� I+ 5`� �-�^�°-- ___ ___�` r`� /� . . w � .._ � �-- � �_�-s� ; � ��+r+j -�� t s-�� - ___ , �_ I _ { , � � � __ --_ _-1��N � F 55 � '..�4~,' ___ _____ � �f l�� I � . � . F� _ r J 1 _�� __ , �l� .f� 1 -� �� -r � � � _ � I _�___ -� -_- _ _ � � � � �# � aaaaaa r �, ��j r `, �, - -��--.'r .-` '� � �� s�� I;- HEAF��H j; � ;� ♦��' •�,, - r r ;� --� ��, �;� -� � � f 1 s:,� r��v�n� ��: --�� t +�,�� -�-,.i �,. RO�M � � t� [� � QA�' F�AUI�ICx _ t � ,,5 +�� 'S" '{ ��_-�-__ }.�' r [�7 � c�7 ,�'�+ �— -"-- � �� _��!,� -- .� 6:92 6:12 � ,� � '°•� f+fr+ �'_--��_� z ��_____ � r;��+ . � � �. O-�O � G1ATE: 12�17J1� �+' - -- - ��- � � � � � 1 ,� � � <n -� - . . �� -��.�� L�'t � � a7�'� ��V�� ^� ��.: � �� 2 1 0 4 I I 1 1 _ - . . � � �# . . g'_� . r { � I �` � .� s� �r I. � � . .�t � � � 1,�4"-1°-D '� ,�' � � � 1 ^ � � � �,. � I � � � � �.�� '�� ,�� ks.,• � J ��101�'.� � � � . ,,� _ . "� � ' �' 7'- �� .� � /Y �` �� .,�� ;,°'�{' � �I t .,, , �*j, , i i , , �` ::w��r�[d s�rx[�,,4 � � �-'�� ,�` , � ��., ,�. ��+a��r� . � � � �- �,�-��' �' � ..� .. �r�e I I I � _ .� r"��{��{-r�� ; .. � '°,,.+''"�/�'�'�{ "�` � �.s� . , ° � � ,. ,.� : . . � I ��,� ��{:;�� _ � "� _ � " ,� � � �a�nn �� ; � - - � .. , { .r. �,�{ , . , "�"'.' - - - u i `�,� � �„!i i _I�.� � 1 H' �—�'�...- ��4. � _.. ' � ` �� -� �� - - � �,.o , p �� ' RI�ER D�if11N T� r� � s-� .� � ,� � �C I� �i Y� �_ �r � 'i , ,. i� � ��`� ° ' � � � 1 �1� � �-y��- L�J'�IU'ER LEIIEL � � � Y � �:,� � � . . � �., . . � � � . _ :..��_ . . � . : � ��r..�F� �__ -� �� _ � ._.� � � . � � � �. .:� t�-- s�{;;� , , - I� ,,,� , . , . . , . ,, - - - ... � p � � � _� . .. . .E .-„.4 I � II �, . � . � � , ;�I�O� `� ,� ' � Y. � � \ i � i i q � � � ,.T ;�ryE . , . ,�EY�. Tl�18E� I � � � �I � :� �..;-�iF" • ti , '' .RA,FTER ' ° � , _�_.� .� -_�., t --, � . � • � , �. , j,F�-_ � :� F - - �� -. ,, ,,,� . F ...r.� �...r .___. , _ � , �-.�t . � -- �� ;.; ., .. ._ , �-w�s �� ,� � c "� ��C- _ , . � .- �, � .. �� 4 � y � 1. #_� ;" � �� t i .,��. sr� v�� "��'�'� � G� ,r . ,� ,� - � �. .�- �;~� ,�� „ ; �; , _ ��. 1 -i C� � � � � .� ��.j -:.� �; � ;,; � _.- -� � `�'-"� . +.� . --• - ,.� � ,.� ` ,f % .�' -t �' �r� �r� � W ,� � W . .� . ` - . .. i ri t . .-wrf•y�..�y � ,' . . . . .. _„ � c � � �a - _ .�...�� ._. : �.: � ; ,... . ` _.. �,�}�- � �+T ia��rti � .�. SEE �°'+�+4U � C°-� �! �i ��r- , � - � �'; � �,��u4.t .�o�.r�� , . .s " ��:, +l -�' � � � � ~ ..,� .�r�-.�• ". _ '.. .�. � E�- � . � I� � . 1 � . 4 _$ ` � � I � .� - _ ; .-j� �� : . �. .. I . �� . . . '` ., � �' � , - „ ;./� � ". � � - � � I� . r r- - . t-t=# .e�b. I. _e � ... � � f I � I " � � -��A 1 1 ff - r NE,�� _��r�� , ��- , �_ ; �� _, _ � 5 � �� 1 l _ � a pw� - _ � -� - _ ,*� - �,+�: ' _ F!+a :b: r:� +L ' z _ t - - _ m _ - �, - - �QNT�,ACT hJUMB�a ' _ e�-� ;; ' � 11 ,� 1 CH�197 �, - �. � � �_- � — _ � -— � � �� . - - . ! [?RA1NIhl� FILE NAME - — � ,� � � _ — �. — .� �` �-.., _ - 9 i 1 �RA,DDLE CF�EEK I ,�-._- k� � �,t, �; ,-� FL�JO�!AR�A T� �_t�+ _ :,` '� � .s w w .� �► �, w r. � w w a w � r. �. ., w w� s.I �E�CTI��J �►T M�STER E�EDF��D JM �1.T�. ��T �''��'�� G� FF�—�� J�RTH � � ra � � �i � "f �, �� r-a � � � �, � � � ~ C' � � �1 Y � .�� z r�, � � � � � fF� o .� � � � .� � �i � "" � ~ " � �! � `�'' e�`d ry,�, � � � � � � � � � � � � � � `'a ..., t� ;� � � � � � � � � P,' � � � � �� — � � � � � ra s.� � � r L1.9 � �� LL; � � � � � m � �. F ;��--�-�� Fi I�E F� T+� � �, � �,. :� ,��;i��-° ". U P'PER LEVEL I�IAI �l F �� F� H y��r�u l i� I nf o�rrr� ati�r� 1 �� 14 � � � �- R I�EI� DC�VIlhJ T� � r r r L�'lI��EF� L E11 E L �� ' .. ___ _ � f �,��,�� ; �_�� C��IJF'��ICY' �L�AS�IFI��TI�N Ll� ht Ha,��rd � � � � �T�i� ' ,,' ;��-a_�_ ---_ � � .. �f �7 ;�� =��-_ DEI�,I�IT�`�' �0. � O�Uc�prr��ft� f�r ��'�. ��ft� ��u�I ��2. ��ft�� FP-� -y-� + �+ d � y� �� I��' °T� °�;,+�- ___ ;,��' �' _ -� - __ � ! - TUT�,L HE�D� FL�VIII�J� � � ~ I I I"'S P"ti�1"1 I �� J r I f°?- � J 1�~��- 1 � r� F�'�- � �7 41i „ I�u r r�r� L C 1# C L I i''� -�--_____ �j �----.r =-_~-��._ � �, '�+� - 4~��- � � f 'J �''r �''y J � � ;'f _-�'�� _-_. � � �-.. � .� E� 1 ��7,�/��! � �.� � � r �` - ' �� [3 1�� I � y � �-y � � I I ? f `------~ ��°s~ ��,� �4� T�TA L �IVV►�TE R F�E�lJ I F�E D �L. �� w�i ,�-�� ~-- � � � � � + ��_ � �� TAL PFiE��I�F�E RE��.11F�ED �� , � � � �� LL � " �� =��` � -- � s�'' � '. �[i' °` u��s ' -��`�- _ ��},, ' � y 1 :'t� ��7� �� f��7�f-'l �:'J�� +DL, �� m � C �'`°�~ � �-d'' �°HG E f r u�°a ¢ [Fr � � io�a• �� , � �r�RA�E �� ❑ {�f I �*+ Q � _ � 6°12 � S°12 +.�� ! +-' C�� f ��,�' ��1�� V I �1�� .J1� �J� , � � � "---. - � + r .' w-. � �� ,� EhICLOS�D � ' � 26 `�� ' ; ,� � � " W � �or� _°° � � ��lo�� ___. ! ;° � ,. `�` ��AFETY II�II�F�GIN �p�l� +� �, �� 12.�°l�� ,�t� � , � �, �-+ f� � � � � � '� F., � r�, w .... ;,` �,,1 ,�, - � � � � 'I"�� `� 1'l� y� ,.. ..��' �-�-.. �':�;,�, �� 1�,_�� .� � �;�� ',� � � � � f �-xJ . ��'�.y'17f3 . . �r�4.�p 1 . "�.... !� :� � `� r ./�y�� s � �,.� � . UB � L3 � 4J f � f U�2 �;.��. . .'� (� 1.�� r'�� '�' Y '� - � . . .. � LL! � LLY � ��-� ��I$ � r e� � i . °�� ;�,,, � .� � . � � 1 fi � 17 ; �� _ --. ,.�, . .. � :.�� `' � � �` � � � � �•� • m �O J � -. . - _; �;i_ . t`s�. f.�! �y . , f G�r � ��--� -. a7+.� �l� y °(y., � k � �-�� -�""' ��#r��y . � � . G'� _ �'' J V �'. +v � ... ''��. �._ i�. ! � r -°�.: . '�`-k� _ -, : � 1 Z'-47. �_ � 1 'a'•�, -� �-, �*- ,?y ;�,_�• ` � � �' � � � � �' POWDER �~`�� f1� �� - � °, +� ��' R�� ' � � � � -��a 31_4b SC�. FT. t��_ 1' �1 � �� `�� t/y`' V -- � �t.. T * '� ~+� . ..� � �� ~+r~~~`�` i+..a :�� _- ��'_=�� . �_._ � _. �:_ . � �'-11'l `.-�_=_ �' ;�� =� �' __� 28 � - E L E1�'AT�R � : ��- ��---�_e `- � .�". ` ' �3 i'.' � ��' � � c`� -_� . _� irt�r�"+ �kD . _ ` � �+� . - - � � �. �_ ~ � �TONE � `�--�` �0,� ' � .'CD �� _ ._ � ,� � �RC:H `.. �`'-�� .� � � . _� � � - � � _ ! �. �,� ��` __ r�'�.��---� . ,? : o � } � --�`- � � ��` F�I�ER TC� -. ,� �� 1 �' ..,_._ �=� � UPPEF� LEIJEL �' , � ��-�r� � -- -- T � w �� t� �. � 20� ° � aa �r aaa �� F L,4T �- ,,±�, - � � '� - --_._ � ��'1{E R � �`-" -_ � � �` _ �''�� . CDR�'i11J�+N BY: aAh RAUI�IC� 6:12 � I . � 4�„� � ��1�2 y�- �~�' __ {�' �* �f� ~.� 1J , � ° ! ,:� G�ATE: 12�17J1� � - "�_ ��/ 2 1 0 4 � -yr� --� r+` I I 1 1 � �-��}1 � y� �~- - � � f+ � I -� . {� `� Li ht H��rd•�. � 00 prn�ft� for 4�2.��►ft� � � 1��4"-1°-D � 1 '-�"<I `�-�-- � . �. B .,r� y— r._� F�IGGE � � {� I ��_�., �� + � � x �t . . �1 � W �-- � � � �-2;� f � ��r�r, �C .. �I�3f+Ci ��T� . � u � � . a_ � � '� � ` � � c� � i �:,� � � � � � � � � � � � � � � _ _., � � � � � '-� _ � �� -, � � � � ` �' � ° � � � � ,��" h w-7 a � R,.7� � � � � r � 1 � �.I�E+�T I�'�r�o � ��'��] -�� _ �T.1 � � W -. . _ ❑ �., �.�� , � � � � � � � . . TC1.'PLY�. . f��-�3• — — — — —— _— — �————— _�—————————— —————— —�— � � � �'� P�¢L � .e rs�.. � �. � ,.,�, ��%'w�. ��' �a � I � GE��3 G.iT�'1 6,S.T� QiEP14'C'��`1 r' ,'+��!� w-7a �.�+*5 � rr-�+a ��i L�v'iLL�!?_F��r€L � T C. _.="^`JiL 'b6' � �QNT�,ACT hJUMB�a CH�197 [?RA1NIhl� FILE NAME 9 i 1 �PA,DDLE CF�EEK �E�TIC��1 �1T � F�E�T R�C�N1 �J.T S. F�� SFiEET Nl�ME3�FC �` FF�-�� J�RTH � � ra � � �i � "f �, �� r-a � � � �, � � � ~ C' � � �1 Y � .�� z r�, � � � � � fF� o .� � � � .� � �i � "" � ~ " � �! � `�'' e�`d ry,�, � �. �' � �`� � � � •� � ax � � � I�I �D � � � �' � �J � "� �' ./"� � ��, � � F�+ � � � � � � • G �I n� � �� U F' P E R F L� � R H �d ra�� I i� I r�f o rr-r-� �ti �n 'I 4�� 4� .�•� � � � ��IJPAI��`� �L�AS�IFI�CA,TIC�N Li�ht Ha.�a,rd � � ra s.� � �� 6�1 1�1 � 1 �. � ��rl ��J 1 �� .�J�J�� f ��415.�I � �V',�J�+'' 4� f � r .,.. +� ! � � �IS�F� ��11VN �C� TC�T�L HE�►D� FLC��'VIN�G �4 � �, � u=-r � `� ~ MA,IN LE�lEL �-F►4�CTC�R 4.� � � � � �. T�T�L VI��TE� F�E�UIF2ED ��.�� ua � r � � � : _ _ � T+C��L PF�E��IJF�� F�EC�UI�ED ��.2�� . � i ' � �E�TIC�hJ �T R�T�JfVD�r �FFI�E �1.T�. ,,:1 �� _�- �_� � �� rn� ��.�� -� �_ � � � � ;_ -� � _ '�_ �°�=�� BA�E �f F��EI� ��si} �6�.24� � --- � -__ ��`'-�-- � � -�:` =��1 l�l � r--� h �r� r i a n r-w r-�i a i r._ °• n r r .� i .�n+v rti n r t ��- rr —�� =� ��--�-� � ��r C i �r ivi�r��iv �p�i� �.��.� i �+ �,��.��o� w � ';r�� -�` �'- - � �� { � � +�� r� � �`--�� J � - � +'�+�� ++� rf -----� ~k�_�- _ i � � wl F�ISEF� DC�11'IJI� T� � � _ - �, P�IA I IV L E�'E L ,r ;� f'� �- ��`��--��=- � � � � ` �'�� ' i° f,'�-`?�_-�! � _ _ - � � ' f � � � f ,'' +'' �1'--?_� ,��``�'-- �''s - �- � u�s ,� 1r �� '�� 1 � !� �r i� �� "+'� � � � � ° J r 1� -__ � � �.�11 � r �'' �� --� - w . I f 1r �- l " - �� -�� _ __ - � = re __ ;` __ � { r i � ' ' _' �� / . . � {1 :' J r f t ` ' ...._� r� �'++,.. � ` �~� � � � � � . { . . r}rrr ;� 1; � : --{� _ - � 4, °'"�f p I ! ! ' + �� .� -`--- y a � w � � ��____- �1r� ,� �! �. +7 --.- .' . . r ti,y � .. - -_ - _-- � � � f y� i � ta � p l � I� f, }--k��_ 1 ;' , f' r, � � J�-� - � r � � � I � f � � : � - {� ' ''' 44�� ] '� �` ; ' ��-�-�-- ; � ��'� � � � ° � � � �r ti I�i �� II J� �� .��r� f7 �'. :'T_. . x• � ��°� � -- --_ - , � LL� �"� W i � t ti � I r ; _ --�, r � �s #��J � '� � �� _ __ � r� � '�� ,' �� _ w,��-, y� ; _�M1 1M1� � � � � `, � a— _ � x • ,.. `�' .' �� . �5 ��'��w , '��1��_ _ �I �� +� � ; �_�-- {fr +,-k x{t /"S . �.. �►\ ' . _y� - � � � � �x � � �� ,, '• -- � - - - w 'ti ,= � - + �r � _ �__ ., � � ` ' • 5,� � � _ ' t � ' y� � �° I'-� CC �_ -� ;--� '�.�. � y , . � �. �.__ _ f � � ., t � y �_rt� _� � �`r -.,ti � -.� , . _- -- ';. �. _ - : r .� '�'.,}1 ��,, 'e . '` ��-�� +�� —_.� o� `� -� -,�_•' �r'� \'- '�� - � -- _ - � � ; ; + h. �� i � �� 1 0 1 , ` , � _ �� 1� w �1 _ �. � i � - -��-1-�- �yP� � f � ~�' . `., .t .5 '"� f{ �.. _ - � � ��x ; -t� rF{ � _ ��`'°. . _ - � �� _ � .,"-} ., : r .� . � -�__ , _ ,�� _ �� , �:ry�� ' _- -�- { I. - -__�� ---� ' �� . f( r --�___ . � l� ° - k�,.` + . } ��' -_ � �* .� �_, v i� I� 0 -_ "� ` ;' - . yr �a +�'� . .. �� I�� '`�Y=7, { .- � .,� �_ f '� L� 1� r + � � � O . �st ',�� '— � i � ' �, ��? {rf �+ � �_ � �� '(�- �� 1 �,. .� i S�_7�_ w � , �i�� f� r' r y ;' y�, .. + - G'� -� s_ -_ � �. i u' --- � � +� }r r � �/"� � _ s r . . ��r' � � V� `_... i� : .: � . }�i�, Ay . �y y,� .::r� �d� r� } � , , ' {i�+ ��f� ,,fl;r +?rr�; �� -�} �� 1 r � r+ F1+rf f � �y � ! { + +� + y� � '� �'�' '� � � "��' r� f+ � �, /+ �I{' +r�f r 7 / 7�r.�' �"� ��`� � ��,5' �fiq,� 1 / F f� � k!� �� -` .•G ,�I �F! ,r�l 1 ' � ' x�1 � �,t7yy�+� �`� f CC1 � � �+ �'r + rf r �� rr • �� ,�'+� + �� {� � +{� 1 i� +� � . ` 1,� + '�r-.. . '+� - � �"� � . � �1 +' 1� , ��r i f" �i f .•• � '�� {'� + �_ , , 1+� _ X'"` i ( . / 1 -. � . T-a:� 1 ' �,-r � f /_ {� " ,� 1 ,� � � /f fy�r"�4 ``'-'r� ,+� '°� '� ,�i� , f�� +, �r � �,e , +� ' l . : :� � f, ! . tk �, : � ;:� ff � � � + � � �^ �^ i �~� `� �FFICE� �-' 1 �' y : „+' ;' ,�f � ��,$}� .� '� '� � +r J 1 � ; , { ; . . '-/ , _ f ; f � �;� °�� ~f :'� .. ��'-� . . - :a,'f ,: i� ,� ' ,,"{ r� - _- � ' ,.. • . , . �• ..{ : ,! � r .d � �� -. 1 � r+�7� : ' . . 'f ` 1 ' � ; i ..---. ---. }� +� �'' �I S E� �7��1'I1'h� `�C� -----t �+ � � -- I�5 E� D+C�w11'�`N T� ; . . � r,, �-- . -.� , . , _. � -, ; � ' , � �,, , .., __ ,, . � ; � ;: r � 1 ;1'� ;' I R �- :� �I�I N L E1!E L �- __, �. �� `, '`, ,-� " � � Q _-- -�.�� .. __ , � 1 � �°ti� � _ MA►IN LE�IEL �� .. � � � _ ►� � �-,� �� ,.4 .,,�. �,� -�___ c� `� , _ --`�` .. }� _. 7 ?---�. :,� -•� / J ;,' _- c!7 ,� ��,. - . . _ - - ' ; ,. , �,��,k _ `` - � �. , � r : s� �. y� !;; , ., � . . 4' '• --- - �� '" � ��` . ; , , � /1Y.. .�r �` I �:� .�:�^� �'� +��f� _ ._ __ �_ 4 �.- �� , W -,. �. : ! , - . t, ��-� _ -- �,_' , , a. , . � � .., ; � �i ,., �� "�-- - `�- � +.. , � . � ! - ' .. , ;' � , .. � - ;` �-�=� ` - 1-� � .. '`--L . `` 1 : : - _ � -- - ,? � , L� _ -.� -. , i r , :' I '�� 'k� - ---- -_ - - �7 I � � ' ` ; � , , :' � `� _ "' - - .+� — . _ -� -.. .. 'x _ � �� ; , � .r �f t . �.� - �� -- _ � r '- �c 4 /'r \ _ `� ,. Y � :'� _ _ 1� . ,�,i � -- ' _ +� . . r �_ � x_v r � � �;- � M1��1� _ _ { _ �.�`� ,.y r�;�' �' ��{ � � _ __ .--_ � / , . , : . _ - -_ ��--_-___�_ �. �; � � f }� . _-��-� --- � -��'~_. _. .- � .r °'!„� y � 5 cn : 5 �r � ` f r � � L� r �'',� ---�.. :rf ��:;��'. �� - - _ - --- _ - � }.} f� _ . . / � f_- { f{ ,fJ.� ¢ _ ,�� tii �� -- _ _ � "�,-y��.`r --- ,� - � � { f �,' � + 1' +1 + 5 7 f '�-. � : t �� - �-4- ~� �� A � �� + +, � y w � :`'`�' � { ,�� ti� ,. ,� ;' ��_._ ❑ ,.;�� . , ��l __',�4 s�- �� - - __ ____-+ ,,'---____��-;•� '�l ✓; �` -� -�-, �+ �' �5 ti, . �A�� '� -_ _ �� _---- __ ---' +� �f f �f - � • � ._ __ . , -_ � +� '-� � }� �� ' +�� -- - "- � � ~' '�� + '��,; �,� �-. ' _ _ _ _ .,. � f _� ��l�'S � __ " --- _ _ ___ _______ __ -- -__ __ � �+�� - � I rf --- _ _ _ f �� { __ _ _ ; � ��-- �1 � -__. __ Q F F a G E �,4 — ��'�-- ` --� ,�� _ �-�---�- � i(71 r'' r}r l� �� - -� � _ � -�-- _ _ f+� _ -_� �_ ,� � � _ _ �' ' Y — _ � � r� �� `� --'- r r-�_ ---_ � _ -_ - - -__ --- _ r{ +�{{ r � -- - - �L _ � �� + � �� _- �� - _ _ � _ ., � '-�� _ � '-�_ __ _�'{ r '+' r� �'�~ `� 11 _ � . �_ -- � 6°1 7 ,.�` 6:1�" `~�~��-=��_�.�' r' -� `"�- `� � -- ��^- 1 J f _ __ `�{ � - _ �_ � � _ � . �_� ti� --�. ----- �� `�t`---_� "" �+ f+f if + ��{ �° - �- '- __ � -t � _ __ �--�� _ -�" `---� `---� _-� � 1 r 4�~ �- - � _ _ i" " .� .° ~=�=� . --�__ � --____ `-___ �f1+ f'� y��, " --� --- y"� _ � ; _ -- _ _ I � _ , ' . _ - _ -_ _ ❑ � f ��,� _�- � � - _ . _ __ �_ ; I .� .._ .._ � �'�-�t �-__ "". "'�.__ '�___ �_1 +'�`_. . p� . � jr !f --i, ff 5; _ �'�v k1 1 ; 7 � —1 � . ` "t ' . I I-�-�. ��`-�� --- `- ----� ��--_ V i1 �� - _- +� �f " �+ ' k "' '- � a a �r a a a 1 4 ; , , �, _ — ,. , , � __ _ , . - __ � .. � -.. � ---� -_ __ -_ __ ---- _ -� , , , _ {�-� - _ _ _ --_ �_ - �� -- - - , , � , _+ �� _-� _ - ./�f _ -,�., r� , � �-_ ____ : ., _� i, � � ,� �s �-. �� r_ _ 7 � �--� �. , . , . .�--. -�.. � . , -�_ //, �-j* �� y ' Y .. 5'1�5'y� '�� `� �'��~_�� - � �-�----___ � � -� ��f� r ' r . '�!� �L�� .� �}��l�b�� . _ � . _ .. � ��+- � -r < 6 _� ,� - _ _� -- t . -, �__ __ Sti r . �� ,�" � �. `-� �" �14h�F�J�kkLII�IC� 'y ti �� .� y,55� �` - ��,- t _ -- �_-1 .. r �r F� �" � �^ !�',+�� . � �r , _.-,, r: : , ... .- _ ,. % + . ._ __ .. : ..i �5 � � �'� .._ - � '�_ _ ��--.. r' , 7 � .. �, . ,' J d l�� _'k ` , 7 '' 41,ti� ''r�'" , , ,;+ f. f I `'-__�Y --�`- ___ __� '��jf �: �f'r'� {+'` `,�''� Y jrf+� G1ATE: 12�17J1� - , , ti � � _ _ � , r . . ,p,. � �. � - `�7 '� U� ,,.. sy t ,,+'� � �` _ "-- ! �4� 1 r� ,. ., {� � ), �'� f , r '�, ..'\ �` --{� - _ "- -- --- -- t1__ 1'r� . �1� i�, � . 1 2 1 0 4 .' �� ,. � ,, � .�, .. ,� �/ r '�� '-`- - ___ r `�.-�+ ~ff N '- - f' ++ � � I I 1 1 : a. • co , �--� �� _ - • .-. '.. . � ' . .� �:.'-. - - - - � ` �� .- k � �, .� ; �, °. ,/ ;"�� ,.- ~��`_� -�L -- _ -- _ f� � _ ___ �� -- M1�k _ ,� . . , .� �, � - ' /`-'' ,: '� : '..� ', '� . ,,. _ �4=M14 _ -_ ' _ f� 7� r� fu^`7�-YY _ r" ' � . �.. r .� / tl�. . .. : ti: � _ �, ,, / , .x ,,--' l� rf 'r h� �� 1 _ -.� � �/ ' �. `-. : ; •. /� f ,� `�-... '-. .`- "�`� f � - '�} _ _ � � , � -- '"' . � �'' _� 1 11 5 . �. f t . .11 . �`rM1k _ _f __ '- �rf ��j' i�' Sa�- i� 7� .� ... . .. -.. "- ---. T .. ..vy! 1 .-.., J f " . . '.� � .. ! f � � , I : `�. '-.. ` _ 7 _ - ,� r � 'rf+ 7 � _ • ` " ' " : �- . --. 4: . 1��4 1 D � � � , �. \ : � ' / ., � - , - �+� +r rd �� t .� �� _ Lrl __ { f' . _ ' ' '' _ ♦ �f{ �-- _� � �-.'`,,r`'*v� ,r!' -��l � r��- {rf ,;+ ++' +/�1 rr�,l� 11 sv ��.� �,��_ ` ,,� � j� � y� t ��. lf'' � -��--� - fr� ��`�=4_/+ / 71 . r '�a f:: � �. � � ` �� f 1 �; r' r; r�; r . t"f�` . :� �k-1r -� f r � � %'- . +' { r{ r�Fk� _ ' +� , �r r� ' r . +r + f . �,��f j', --�� __,i _ ti ` 4t,5} 1 f�f f ,^�+ � [� � f � r' �/ +{ ' i � i � � �'s,� . rr' f ��1 ,��,.. 1 � r' � I r��'�'' �� ti � � �,�`5,� Lig�t Ha��r�d��D. 'ID�� n��ft� fi�r 'I ��.��ft� -_� � � _e_ -, � ��,.r+,�'� + , , ',�� _ - `-~- � �'s�, � �_ . , ,, , � , , . � . _ � - -- ! �� , x�� _ _ _ _ - ' �_ � - �__ _ `� -�_-�� -�_ ,� � 1 � / �S� ""�'�� ' e. � � _. _ _?' � � - _��1 � . . . � -- -_ � ~~_�1�-1_ - �� . r{ .1 -'-_ � _ y �� t��`�� 1 +" f+' { +7 , .. __ - 1 �?f_"--__L�;___ _--�'ry+f{ +rr f� '� �� - �_'r1 --- �-�_ -._�--1 5'� 1� t t _ '- "'� s_ -1 �f' . "__'- "_" 5"� � �r�a _ _ i ' � � '-��s ��n i."� f � ° � � � � � � � � � � � � � l� � � W � � � � � � � � � � � � � � � W � � W � � � � � '1 l4" = 1 ' � ��c 14 � � � � �QNT�,ACT hJUMB�a CH�197 [?RA1NIhl� FILE NAME 9 i 1 �PA,DDLE CF�EEK FL�JO�!AR�A SFiEET Nl�ME3�FC �` FF�-�� J�RTH Calculation for size of 13D expansion tank Minimum Insert data into yellow boxes only Tank � � Type of antifreeze used� Size I . ---,:y'er.e��yco� 29.GI 9allon ierti3ae 5.6i ��A.7.5.3.2 One formula for sizing the chamber is as follows.Other methods also exist. .-1/.-.5,� l)� _�'I �. where: '�f��. . 11 GL=change in antifreeze solution volume(gal)due to thermal expansion 12� S�=volume(gal)of antifreeze system,nof induding the expansion chamber � 79.09 �� 13 D�=densiTy(gm/ml)of antifreeze solution at lowest expected temperature � 1.147" 1.18 �14� D H=density(gm/ml)of antifreeze solution at highest expected temperature � 1.016',` 1.14 15�This method is based on the following information: � !'�1��. 1i�5- f�.�� . . .. �-.!; ° ..'°_ .�. �� . .. ��,Adjusted �where: Given Converted 1s VE�=minimum required volume(gal)of expansion chamber I' 2o V o=air volume(gal)in expansion chamber at precharge(before installation) � ' 21 V�=air volume(gal)in expansion chamber at normal static pressure � 3 V 2=air volume(gal)in expansion chamber at post-expansion pressure(antifreeze 22, at high temperature) 3 23I P o=absolute precharge pressure(psia)on expansion chamber before installation 80.9°, 95.9 24� P�=absolute static pressure(psi)on water(supply)side of backflow preventer 80.9"I 95.9 25 P z=absolute maximum allowable working pressure(psi)for antifreeze system � 175 5 I� 190 26� T o=temperature(°R)of air in expansion chamber at precharge �� 68 6 528 � T i=temperature(°R)of air in expansion chamber when antifreeze system piping is � 27 at lowest expected temperature 68 6 528 T 2=temperature(°R)of air in expansion chamber when antifreeze system piping is � 28. at highest expected temperature 68 s I 528 �This equation is one formulation of ihe ideal gas law from basic chemistry.The amouni of ��.air in the expansion chamber will not change over time.The pressure,temperature,and �volume of the air at different times will be related in accordance with ihis formula. I':=1", d!. . . . ��The antifreeze in the system is essentially incompressible,so the air volume in the '�expansion chamber will decrease by an amount equal to the expansion of the antifreeze. ._.__._ ..----- _____----- ----- --_._. .____. ____ .- -- . .. .. I It is assumed that there is no trapped air in the system piping so the only air in the system '',is in the expansion chambec This is a conservative assumption,since more air is better.In �,reality,there will be at least some trapped air.However,only the air in the expansion �,chamber can be relied upon to be available when needed. 4, =4 �At precharge,the chamber will be completely full of air. !'r��f�.�!'�,11.�'I: 1'.. - � �� ,l,.��-,..!'��I�,) NFPA 13(02) ' �IDensity is based on-10°F for 50%propylene glycol and is an estimate of the lowest � '�expected temperature of the mixture in the entire system for a ranch style house.A higher ��temperature might be expected for a tri-level home.Use density for glycerine under the �,same conditions � �Density is based on 130°F for 50%propylene glycol and is an estimate of the highesi '�,expected temperature of the mixture in the eniire system for a ranch style house.A lower ',temperature might be expected for a tri-level home.Use density for glycerine under the ,same conditions 3 It is believed that values for V cancel since the total volume within the chamber does not change I . a The pre-charge pressure will be the same as static pressure at the street or pump churn pressure s �The maximum allowable working pressure is the same as the maximum listed pressure for � � 'the sprinkler heads ° The temperature chosen is based on expansion tanks installed in heated basements � �I �Revised 12/06/05 - �� 1 ( • • ' � . .. . . •. • . � APPLICATION Designed for installation on potable water lines between the backflow preventer or pressure reducing valve and the water heater to protect against water thermal expansion. When system pressure increases,water enters the tank's bladder which expands into the pre-charged air chamber, keeping system pressure below the relief valve setting. � STANDARDS COMPLIANCE FEATURES • IAPMOOListed �P� � IYSF Sizes (liters): ❑ 8 ❑ 18 ❑ 32 ❑ 50V • NSFO Listed � ❑ 75V ❑ 120V ❑ 165V ❑ 320V Certifiedto ANSI/NSF 67 (V=vertical,free-standing) Maximum working water pressure 150 PSI MATERIALS End connections Threaded NPT ANSI B1.20.1 Outer shell High Grade Steel Precharge(adjustable) 40 PSI Coatings Epoxy finish(outer shell) Connection Brass (sizes: 8 thru 32) 5 yearwarranty Stainless Steel (sizes: 50V thru 320V) Bladder Butyl Rubber(FDA approved) ACCESSORIES a �� ❑ BR4 - water pressure reducing valve � ❑ TP1100A - temperature&pressure reliefvalve ❑ P1000A - pressurereliefvalve ❑ 975XL - reduced pressure backflow preventer NOTE: Model WXTP tanks are certified to NSF Standard B B 61 cold, but are suitable for temperatures up to 200°F. � c � A WXTP 50V-320V WXTP 8-32 DIMENSIONS&WEIGHTS(do not include pkg.) TANK SPECIFICATIONS MAXIMUM TOTAL FACTORY DIMENSIONS MODEL WORKING VOLUME ACCEPTANCE PRECHARGE DIAMETER HEIGHT SYSTEM WEIGHT NUMBER pRESSURE GALLON VOLUME (PSI) CONNECTION S in. mm in. mm Ibs. kg WXTP-8 150 PSIG 2.1 0.84 40 8 1/2 216 11 1/2 292 3/4" MNPT 7 3.2 WXTP-18 150 PSIG 4.5 1.8 40 10 254 15 381 3/4" MNPT 10 4.5 WXTP-32 150 PSIG 8.5 3.4 40 12 1/2 318 19 3/16 487 3/4" MNPT 15 6.8 WXTP-50V 150 PSIG 14 5.6 40 16 406 21 11/16 551 1" FNPT 32 14.5 WXTP-75V 150 PSIG 20 8.0 40 16 406 28 13/16 732 1" FNPT 39 17.7 WXTP-120V 150 PSIG 32 12.8 40 21 533 27 13/16 706 1" FNPT 60 27.2 WXTP-165V 150 PSIG 44 17.6 40 21 533 36 3/16 919 1 1/4" FNPT 72 32.7 WXTP-320V 150 PSIG 85 34.0 40 26 660 44 7/16 1129 1 1/4" FNPT 140 63.4 NOTE: RELIEF VALVE MUST BE SET AT 150 PSIG MAXIMUM �• • Page 1 of 2 � SIZING CHART Supply WATER HEATER CAPACITY (U.S. gal) Ressure(psig) 20 30 40 50 60 80 100 120 150 175 200 40 8 8 8 8 8 18 18 18 32 32 32 � 50 8 8 8 8 8 18 18 18 32 32 32 55 8 8 8 8 8 18 18 18 32 32 32 60 8 8 8 8 18 18 18 18 32 32 32 70 8 8 8 8 18 18 18 18 32 32 32 80 8 8 8 8 18 18 18 32 32 32 32 90 8 8 8 18 18 18 32 32 32 50V 50V 100 8 8 18 18 18 32 32 32 50V 50V 50V I 110 8 18 18 18 32 32 32 50V 50V 75V 75V 120 18 18 32 32 32 50V 50V 50V 120V 120V 120V Supply WATER HEATER CAPACITY (U.S. gal) Pressure(psig) 240 260 280 300 350 400 450 500 600 800 1000 40 50V 50V 50V SOV 50V 75V 75V 75V 120V 120V 165V I 50 50V 50V 50V 50V 50V 75V 75V 75V 120V 120V 165V 55 50V 50V 50V 50V 50V 75V 75V 75V 120V 120V 165V 60 SOV 50V 50V 50V 50V 75V 75V 75V 120V 120V 165V 70 50V 50V 50V 50V 50V 75V 75V 75V 120V 120V 165V 80 50V 50V SOV 50V 75V 75V 75V 120V 120V 165V 165V 90 50V 50V 50V 75V 75V 75V 120V 120V 120V 165V 320V i 100 75V 75V 75V 75V 120V 120V 120V 165V 165V 320V 320V � 110 120V 120V 120V 120V 120V 165V 165V 320V 320V 320V X 120 165V 165V 165V 320V 320V 320V 320V 320V X X X Based upon 100° F temperature rise(40° F to 140° F) X=multiple tanks required(contact your WILKINS Rep� TYPICAL INSTALLATION Local codes shall govern installation requirements. Unless otherwise specified, the assembly shall be mounted on the cold water supply and at least 18"from the cold water inlet to the heater. Note: If incoming water pressure is above 40 psi, the precharge pressure of the expansion tank should be adjusted to equal the incoming water pressure, not to exceed 80 psi. T8P VNLVE HOSE BIBB . HOT WATER TSP VALVE HEATER MODEL9]SXL O�EL BR4 - H WATER PRESSl1RE MooE�5�5x� EATER REOUCING VALVE 0 / - / ftE�VLIrvGVALVE MOOELWXTP OIRECTIONOFFLOW �/ RNIN - DIRECTiONOFFLOW � RAI� MODEL WXTP INSTALLATION MODEL WXTP INSTALLATION"V"SERIES SPECIFICATIONS The Water Thermal Expansion Tank shall be IAPMOO and NSFO Listed. The outer shell shall be high grade steel with exterior coating. The bladder shall be FDA approved butyl rubber and prevent water from contact with shell interior.The assembly shall incorporate a shrader valve for adjustable air precharge and a lead free bronze system connection. The Water Thermal Expansion Tank shall be a WILKINS Model WXTP. Page 2 of 2 WILKINS a Zurn Company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805/238-7100 Fax:805/238-5766 IN CANADA:ZURN INDUSTRIES LIMITED,3544 Nashua Dr., Mississauga,Ontario L4V 1L2 Phone:905/405-8272 Fax:905/405-1292 Product Support Help Line: 1-877-BACKFLOW (1-877-222-5356) • Website: http://www.zurn.com • • ' • . .. ' - • - • ` - - ' • - ' - • e`< �y - , � � ,: �� - s ` A „� APPLICATION �.; � =�~ Designed for installation on potable water lines to protect against both backsiphonage and backpressure of contami- nated water into the potable water supply.Assembly shall provide protection where a potential health hazard exists. FEATURES STANDARDS COMPLIANCE Sizes: ❑ 3/4" ❑ 1" ❑ 1%4' ❑ 1%2' ❑ 2" • ASSEOO Listed 1013 Maximum working water pressure 175 PSI • IAPMOOO Listed Maximum working watertemperature 180°F • UL� Classified(lessshut-offvalvesorwithOS&Yvalves) Hydrostatic test pressure 350 PSI • C-ULO Classified End connections Threaded ANSI B1.20.1 . CSAO Certified OPTIONS • AVWVACompliantC511 (Suffixes can be combined) • Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of ❑ - with full port QT ball valves(standard) Southern California ❑ L - less ball valves MATERIALS ❑ U - with union ball valves Main valve body Cast Bronze ASTM B 584 ❑ MS - with integral relief valve monitor switch Access covers Cast Bronze ASTM B 584 ❑ P - for reclaimed water systems Fasteners Stainless Steel, 300 Series ❑ S - with bronze"Y"type strainer Elastomers Silicone(FDAApproved) ❑ BMS - with battery operated monitor switch ❑ FDC - with fire hydrant connection;2"only Buna Nitrile(FDAApproved) ❑ TCU - with test cocks up Polymers Noryl , NSF Listed ❑ V - with union swivel elbows Springs Stainless steel, 300 series ❑ SE - with street elbows ❑ FT - with integral male 45° flare SAE test fitting � E � - � II II � II ACCESSORIES F o lo � ❑ Airgap(ModelAG) � � � 0 0 ❑ Repair kit(rubber only) ❑ Thermal expansion tank(Model WXTP) D — C B ❑ Soft seated check valve(Model 40) A ❑ Shock arrester(Model 1250) � ❑ QT-SET Quick Test Fitting Set ❑ Ball valve handle locks ❑ Test Cock Lock(Model TCL24) Relief Valve discharge port: 3/4"- 1" - 0.63 sq. in. 1 1/4"-2" - 1.19 sq. in. DIMENSIONS 8�WEIGHTS(do not include pkg.) DIMENSIONS(approximate) WEIGHT MODEL A UNION B LESS BALL LESS BALL WITH BALL SIZE A BALL VALVES C D E F G VALVES VALVES VALVES in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm Ibs. k Ibs. k 3/4 20 12 305 14 356 7 3/4 197 2 1/8 54 3 76 3 1/2 89 5 127 15 3/4 400 10 4.5 12 5.5 1 25 13 330 14 1/4 362 7 3/4 197 2 1/8 54 3 76 3 1/2 89 5 127 17 3/4 451 10 4.5 14 6.4 1 1/4 32 17 432 19 483 10 15/16 278 2 3/4 70 3 1/2 89 5 127 6 3/4 171 22 559 22 10 28 12.7 1 1/2 40 17 3/8 441 20 508 10 15/16 278 2 3/4 70 3 1/2 89 5 127 6 3/4 171 23 1/8 587 22 10 28 12.7 2 50 18 1/2 470 21 1/4 540 10 15/16 278 2 3/4 70 3 1/2 89 5 127 6 3/4 171 25 1/2 648 22 10 34 15.4 �• • �. Page 1 of 2 FLOW CHARACTERISTICS MODEL 975XL 3/4", 1", 1 1/4", 1 1/2" &2" (STANDARD& METRIC) FLOW RATES(I/s) �? 1.26 2.52 3.8 5.0 3.2 6.3 9.5 12.6 15.8 � ir° 137 Y y 20 3/4"(20mm) — 1"(25mm) 20 1 1/4^(32mm) (40mm) cn 0 15 ,�5 2"(eomm) 103 � w w � � 10 - 10 69 � �n w a�. a 5 0 20 40 60 80 5 0 50 100 150 200 2505 FLOW RATES(GPM) O Rated Flow(Established by approval agencies) TYPICAL INSTALLATION Local codes shall govern installation re- c a p a c i t y t h r u S c h e d u I e a o P i p e quirements. To be installed in accor- P ip e s �z e 5 ft/s e c � .5 ft/s e c � o ft/s e c 1 5 ft/s e c dance with the manufacturers' instruc- � i s �� 1 1 2 s tions and the latest edition of the Uni- � �4 �� 2 2 3 5 3/8 " 3 4 6 9 form Plumbing Code. Unless otherwise � �2 �� 5 � 9 1 4 specified,the assembly shall be mounted 3/4 �� a � 2 � � 2 5 at a minimum of 12" (305mm) and a � �� 1 3 2 0 2 � a o maximum of 30" (762mm) above ad- � 1 /4 �� 2 s 3 5 4 � � o equate drains with sufficient side clear- � � i2 �� s 2 a s 6 3 9 5 ance for testing and maintenance. The 2 �� 5 2 � $ � 0 5 1 6 7 installation shall be made so that no part of the unit can be submerged. CENTRAL STATI ON ALARM PANEL I PROTECTIVE � - �i �. / ii ENCLOSURE � . , .. ._----- I �^ . _ BATTERY - - MONITOR I I - - SWITCH � 12"MIN. a� 30"MAX. 12"MIN .� - - 30"MAX AiR GAP � OPTIONAL AIR GAP FITTiNG " WATER METER 0 0 � o � DRAIN� ° � o i ° � _ - FLOOR � � " DIRECTION OF FLOW� FLOOR DRAIN DIRECTION OF FLOW �� - INLET SHUT-OFF INDOOR INSTALLATION OUTDOOR INSTALLATION (Shown w/optional BMS) SPECIFICATIONS The Reduced Pressure Principle Backflow Preventer shall be ASSEO Listed 1013, rated to 180°F and supplied with full port ball valves. The main body and access covers shall be bronze (ASTM B 584), the seat ring and all internal polymers shall be NSFO Listed NorylT"" and the seat disc elastomers shall be silicone. The first and second checks shall be accessible for maintenance without removing the relief valve or the entire device from the line. If installed indoors, the installation shall be supplied with an air gap adapter and integral monitor switch.The Reduced Pressure Principle Backflow Preventer shall be a WILKINS Model 975XL. Page 2 of 2 WILKINS a Zurn company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805/238-7100 Fax:805/238-5766 IN CANADA:ZURN INDUSTRIES LIMITED,3544 Nashua Dr.,Mississauga,Ontario L4V 1L2 Phone:905/405-8272 Fax:905/405-1292 Product Support Help Line: 1-877-BACKFLOW (1-877-222-5356) • Website: http://www.zurn.com CO Worldwide www,tyco-fire.com Contacts RAP/D RESPONSE Series LFII Residential Sprinklers 4.2 K-factor Flush Pendent Wet Pipe and Dry Pipe Systems General characteristics proven to help in the control of residential fires and to Description improve the chance for occupants to escape or be evacuated. .�� The TYCO RAPID RESPONSE Series Dry Pipe System Application LFII Residential Flush Pendent The Series LFII Residential Flush SprinkleY�, (TY2284) are decorative, Pendent Sprinklers offers a laboratory fast r ;F `�s' '��'' ,p•` ' ' , approved option for designing dry pipe � ,� desigr 1 fo �se , �ide��i; �cr residential sprinkler systems,whereas, panci s � � •�� , �� = most residential sprinklers are labora- "�f- — ments, dormitor �, and hotels.When tory approved for wet systems only. j aesthetics is the major consideration, Through extensive testing, it has been the Series LFII Residential Sprinklers determined that the number of design (TY2284)should be the first choice. sprinklers (hydraulic design area) The Series LFII Residential Sprinklers for the Series LFII Residential Flush are intended for use in the following Pendent Sprinklers (TY2284) need S/�rinkler scenarios: not be increased over the number of �" • wet and dry pipe residential sprinkler design sprinklers (hydraulic design /dentifieation systems for one- and two-family area)as specified for wet pipe sprinkler dwellings and mobile homes per systems, as is customary for density/ Number (SIN) NFPA 13D area sprinkler systems designed per NFPA 13. TY2284 • wet and dry pipe residential sprinkler Consequently, the Series LFII systems for residential occupancies Residential Sprinklers (TY2284) offer up to and including four stories in the features of non-water filled pipe in height per NFPA 13R addition to not having to increase the • wet and dry pipe sprinkler systems number of design sprinklers(hydraulic for the residential portions of any design area) for systems designed occupancy per NFPA 13 to NFPA 13, 13D, or 13R. Non-water The flush design of the Series LFII filled pipe will permit options for areas Residential Sprinklers features a sensitive to freezing. separable escutcheon providing 3/8 inch(9,5 mm)vertical adjustment.This � adjustment reduces the accuracy to which the pipe drops to the sprinklers The Series LFII Residential Flush must be cut. Pendent Sprinklers(TY2284)described herein must be installed and maintained The Series LFII Residential Sprinklers in compliance with this document and have been designed with heat the applicable standards of the National sensitivity and water distribution Fire Protection Association, in addition to the standards of any authorities having jurisdiction. Failure to do so IMPORTANT may impair the performance of these devices. Always refer to Technical Data Sheet TFP700 for the "INSTALLER The owner is responsible for main- WARN/NG" that provides cautions taining their fire protection system and with respect to handling and devices in proper operating condition. installation of sprinkler systems and The installing contractor or sprinkler components. Improper handling and manufacturer should be contacted with installation can permanently damage any questions. a sprinkler system or its components and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 6 APRIL 2013 TFP420 TFP420 Page2of6 3/32" (2,4 mm)TYP. FACE OF WRENCH DO NOT SPRINKLER RECESS OVER-TIGHTEN � � FITTING #4948 I WRENCH&SOCKET I I COMBINATION � �- --- -� � � 1 29/32±3/16" � (23,0±4,8 mm) + �\CCC\� ACCEPTS WRENCH 3/8"SOCKET � #4947 DRIVE \ MOUNTING SOCKET CEILING LEVEL SURFACE \ TOLERANCE �, LIMIT SPRINKLER WRENCHING FIGURE 2 PROTECTIVE CAP AREA SPRINKLER SOCKET 1A WRENCH&SOCKET � 2" (50 mm)DIA. COMBINATION � �I I 29/32±3/16" l 1 2-1/4" (23,0±4,8 mm) (57,2 mm) O I H EAT - COLLECTOR 2-15/16" (75 mm)DIA. - 1B 1/2" NPT � � 1 7/16" (11,1 mm) � NOMINAL MAKE-IN FIGURE 3 9/16"(14,2 mm) l 1 PROTECTIVE CAP REMOVAL 15/16"(23,6 mm) TOOL O DEFLECTOR IN OPERATED POSITION iC FIGURE 1 RAPID RESPONSE SERIES LFII RESIDENTIAL FLUSH PENDENT SPRINKLER(TY2284) TFP420 Page3of6 Technical System Types Operational Sensitivity Per the UL Listing, wet pipe and dry The sprinklers are to be installed in Data pipe systems may be utilized. Per the the flush position per Figure 1 with the C-UL Listing, only wet pipe systems provided escutcheon. Approvals may be utilized. Sprinkler Spacing UL Listed for use with wet pipe and dry Ceiling Types The minimum spacing between sprin- pipe systems Smooth flat horizontal, or beamed, or klers is 8 feet (2,4 m). The maximum C-UL Listed for use only with wet pipe sloped, in accordance with the 2013 spacing between sprinklers cannot systems Edition of NFPA 13D, 13R, or 13 as exceed the length of the coverage applicable. area(Table A or B) being hydraulically For details on approvals, refer to the calculated (e.g., maximum 12 feet for a Design Criteria section. Hydraulic Design 12 ft. x 12 ft. coverage area, or 20 feet Maximum Working Pressure (NFPA 13D and 13R) for a 20 ft.x 20 ft. coverage area). 175 psi (12,1 bar) For systems designed to NFPA 13D or NFPA 13R, the minimum required Precautionary Warnings for Discharge Coefficient sprinkler flow rate are given in Tables Corrosive Environments K=4.2 GPM/psi��2(60,5 LPM/bar��2) A and B as a function of temperature The Series LFII Residential Flush Temperature Rating rating and the maximum allowable Sprinkler (TY2284) must be installed 162°F(72°C) coverage areas.The sprinkler flow rate in a non-corrosive environment. The is the minimum required discharge from improper use of corrosive agents such Vertical Adjustment each of the total number of "design as flux, or other products that contain 3/8 inch (9,5 mm) sprinklers" as specified in NFPA 13D chloride ions,whether applied internally Finishes or NFPA 13R. The number of "design or externally to the sprinkler system, Antique Brass sprinklers" specified in NFPA 13D may result in corrosion of the sprinkler Signal White and 13R for wet pipe systems is to heads, or stress corrosion cracking, Jet Black be applied when designing dry pipe which in turn may cause the sprinkler Chrome systems. heads to develop leaks, operate unex- Physical Characteristics Hydraulic Design pectedly or improperly. Body........................ CopperAlloy (NFPA 13) Accordingly, it is essential that the Deflector..........................Copper For systems designed to NFPA 13,the Series LFII Residential Flush Sprinkler ValveCap.................... CopperAlloy number of design sprinklers is to be �TY2284) be installed only by expe- Orifice Seal..........................PTFE the four most hydraulically demanding rienced fire sprinkler engineers, who Heat Collectors ....................Copper sprinklers. The minimum required comply fully with NFPA 13, 13D, 13R discharge from each of the four and 25, ASTM B 813, ASTM B 828 Operation sprinklers is to be the greater of the and Copper Development Association The sprinkler assembly contains a small following: (CDA). fusible solder element.When exposed •The flow rates given in Tables A Copper Sprinkler System Piping to sufficient heat from a fire,the solder and B as a function of temperature Any time copper piping is used in melts and enables the internal compo- rating and the maximum allowable any part of a fire sprinkler system, nents of the sprinkler to fall away. At coverage area. the copper piping must be installed this point the sprinkler activates with .A minimum discharge of 0.1 �n conformance with all applicable the deflector dropping into its operated gpm/ft2 over the "design area" standards and requirements for copper position (Figure 1C), permitting water comprised of the four most hydrau- piping, including: NFPA 13, 13D, 13R to flow. lically demanding sprinklers for and 25, ASTM B 813, ASTM B 828, the actual coverage areas being and Copper Development Association Design protected by the four sprinklers. (CDA). Any soldering in any part of a sprinkler system, either internally or Criteria The number of "design sprinklers" externally, must be done with use of specified in NFPA 13 for wet pipe only an ASTM B 813 approved flux. The TYCO RAPID RESPONSE Series systems is to be applied when Residual flux must be thoroughly LFII Residential Flush Pendent designing dry pipe systems. removed from both the interior and Sprinklers(TY2284)are UL and C-UL Dry Pipe System Water Delivery exterior surfaces of the piping before Listed for installation in accordance �/hen using the Series LFII Residential �nstalling the sprinkler heads.The use with this section. Pendent Sprinklers(TY2284)in dry pipe of improper flux, or the failure to thor- sprinkler systems, the time for water oughly remove proper flux, may result Residential Sprinkler Design Guide in corrosion of the sprinkler heads or When conditions exist that are outside delivery must not exceed 15 seconds stress corrosion cracking, which in the scope of the provided criteria, refer for the most remote operating sprinkler. turn may cause the sprinkler heads to to the Residential Sprinkler Design Obstruction to Water Distribution develop leaks,operate unexpectedly or Guide TFP490 for the manufacturer's Sprinklers are to be located in accor- improperly. recommendations that may be accept- dance with the obstruction rules of able to any local authority having NFPA 13D, 13R, and 13 as applicable jurisdiction. for residential sprinklers as well as with the obstruction criteria described within the Technical Data Sheet TFP490. TFP420 Page4of6 WET PIPE SYSTEM Maximum Minimum Flowand Residual Pressure cb,°� Coverage Maximum Ordinary Temp Rating Area(a> Spacing 162�F�72�C� Minimum Ft.x Ft. Ft' Heat Collector Installation Spacing (m x m) (m) Flow Pressure to Ceiling Type Ft. GPM PSI �m) (L/min) (bar) 12 x 12 12 13 9.6 Smooth (3,7 x 3,7) (3,7) (49,2) (0,66) Ceilings 14 x 14 14 13 g.g 23/32 to 1-3/32 (4,3 x 4,3) (4,3) (49,2) (0,66) inches 16 x 16 16 14 11.1 Beamed Flush $ (4,9 x 4,9) (4,9) (53,0) (0,77) Ceilings per (2,4) 18x18 18 18 18.4 NFPAI3D (5,5 x 5,5) (5,5) (68,1) �1�2�� or 13R 23/32 inches 20 x 20 20 22 27.4 below bottom (6,1 x 6,1) (6,1) (83,3) (1,89) of beam (a) For coverage area dimensions less than or between those indicated,use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (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 under the Design Criteria section. (c) For NFPA 13 residential applications,the greater of 0.1 gpm/ft2 over the design area or the flow in accordance with the criteria in this table must be used. TABLE A WET PIPE SYSTEM SERIES LFII RESIDENTIAL 4.2 K-FACTOR FLUSH PENDENT SPRINKLERS(TY2284J NFPA 13D, 13R,AND 13 HYDRAULIC DESIGN CRITERIA DRY PIPE SYSTEM Maximum Minimum Flow and Residual Pressure(b,�> Coverage Maximum Area(a1 Spacing Ordinary Temp Rating Minimum Ft. 162°F(72°C) Ft.x Ft. Heat Collector Installation Spacing (m x m) (m� Flow Pressure to Ceiling Type Ft. GPM PSI (m) L/min bar 12 x 12 12 13 9.6 Smooth (3,7 x 3,7) (3,7) (49,2) (0,66) Ceilings 14 x 14 14 13 g.g 23/32 to 1-3/32 (4,3 x 4,3) (4,3) (49,2) (0,66) inches 16 x 16 16 13 9.6 Beamed Flush 8 (4,9 x 4,9) (4,9) (49,2) (0,66) Ceilings per (2,4) 18 x 18 18 17 16.4 NFPA 13D (5,5 x 5,5) (5,5) (64,4) (1,13) or 13R 23/32inches 20 x 20 20 20 22.7 below bottom (6,1 x 6,1) (6,1) (75,7) (1,56) of beam (a) For coverage area dimensions less than or between those indicated,use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) The Minimum Flow 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 under the Design Criteria section. (c) For NFPA 13 residential applications,the greater of 0.1 gpm/ft2 over the design area or the flow in accordance with the criteria in this table must be used. TABLE B DRY PIPE SYSTEM SERIES LFII RESIDENTIAL 4.2 K-FACTOR FLUSH PENDENT SPRINKLERS(TY2284) NFPA 13D, 13R,AND 13 HYDRAULIC DESIGN CRITERIA TFP420 Page5of6 Installation with the ceiling. Do not continue Automatic sprinkler systems are to push the Escutcheon such that recommended to be inspected, The TYCO RAPID RESPONSE Series it lifts a ceiling panel out of its tested, and maintained by a qualified LFII Residential Flush Pendent normal position. If the Escutcheon Inspection Service in accordance with Sprinklers(TY2284) must be installed cannot be engaged with the sprinkler, local requirements and/or national in accordance with this section. or the Escutcheon cannot be engaged codes. sufficiently to contact the ceiling, Generallnstructions relocate the sprinkler fitting as Ordering The Protective Cap is to remain on necessary. the sprinkler during installation until Procedure the ceiling installation is complete. The Protective Cap must be removed Care and Contact your local distributor for to place the sprinkler in service. • availability. When placing an order, A leak-tight 1/2 inch NPT sprinkler Ma►ntenance indicate the full product name and Part joint should be obtained by applying a The TYCO RAPID RESPONSE Series Number(P/N). minimum-to-maximum torque of 7 to 14 LFII Residential Flush Pendent Sprinkler Assembly ft.-Ibs. (9,5 to 19,0 Nm). Higher levels Sprinklers (TY2284) must be main- Specify: Series LFII (TY2284), K-4.2, of torque can distort the sprinkler Inlet tained and serviced in accordance with Residential Flush Pendent Sprinkler with consequent leakage or impairment this section. without Escutcheon and having a of the sprinkler. Before closing a fire protection system (specify)finish, P/N(specify). Do not attempt to compensate for main control valve for maintenance insufficient adjustment in the sprinkler work on the fire protection system Antique Brass..............P/N 51-123-1-162 Signal White(RAL9003)......P/N 51-123-4-162 by under- or over-tightening the that it controls, obtain permission to Jet Black(RAL9005) ........P/N 51-123-6-162 Sprinkler/Support Cup Assembly. Re- shut down the affected fire protection Chrome Plated.............P/N 51-123-9-162 adjust the position of the sprinkler systems from the proper authorities fitting to suit. and notify all personnel who may be Escutcheon Each s rinkler must be ins ected affected by this action. Specify: Escutcheon for Series LFII P p (TY2284), K=4.2, Residential Flush before installation. Do not use any Absence of the outer piece of an Pendent Sprinkler with(specify)finish, sprinkler that exhibits any deformations escutcheon, which is used to cover P/N (specify). or cracks, including cracks on the a clearance hole, can delay sprinkler protective cap. operation in a fire situation. Ant�qUe Brass............. PiN ss-l2s-i-oo1 Signal White(RAL9003).....P/N 56-123-4-001 Step 1.The sprinkler must be installed TIIB OWneY I'T1USt BSSUYe that tfl2 S(�Yln- Jet Black(RAL9005) .......P/N 56-123-6-001 only in the pendent position and with klers are not used for hanging any Chrome..................P/N 56-123-9-001 the sprinkler waterway centerline objects and that the sprinklers are only perpendicular to the mounting surface. cleaned by means of gently dusting Accessories with a feather duster; otherwise, non- Specify:Wrench and Socket for Step 2. Install the sprinkler fitting so operation in the event of a fire or inad- Series LFII (TY2284) Residential Flush that the distance from the face of the vertent operation may result. Pendent Sprinkler, P/N 56-000-4-948. fitting to the mounting surface will be nominally 29/32 inches (23,0 mm) as Sprinklers which are found to be Specify: Socket for Series LFII shown in Figure 1A. leaking or exhibiting visible signs of (TY2284) Residential Flush Pendent Step 3. With pipe thread sealant corrosion must be replaced. Sprinkler, P/N 56-000-4-947. applied to the pipe threads, hand- Automatic sprinklers must never be tighten the sprinkler into the sprinkler painted, plated, coated, or otherwise Specify: Protective Cap Removal fitting. altered after leaving the factory. Tool for Series LFII Residential Flush Ste 4.Ti hten the s rinkler usin onl Modified or overheated sprinklers must Pendent Sprinkler(TY2284), P/N p g p g y be replaced. 56-000-4-300. the Sprinkler Socket or Wrench & Socket Combination (Figure 2). Care must be exercised to avoid The wrench recess of the socket is to damage to the sprinklers - before, be applied to the sprinkler wrenching during, and after installation.Sprinklers area(Figure 1A). damaged by dropping,striking,wrench Step 5. Use the"ceiling level tolerance twist/slippage, or the like, must be limit" indicator on the Protective replaced. Cap to check for proper installation The owner is responsible for the height. Relocate the sprinkler fitting as inspection,testing,and maintenance of necessary. If desired, the Protective their fire protection system and devices Cap may also be used to locate the in compliance with this document, as center of the clearance hole by gently well as with the applicable standards of pushing the ceiling material against the the National Fire Protection Association center point of the Cap. (e.g., NFPA 25), in addition to the Step 6. After the ceiling has been standards of any authorities having completed with the 2 inch (50 Jurisdiction. Contact the installing mm diameter clearance hole, use contractor or sprinkler manufacturer the Protective Cap Removal Tool regarding any questions. (Figure 3) to remove the Protective Cap and then push on the Escutcheon until its flange just comes in contact TFP420 Page6of6 GLOBAL HEADQUARTERS�1400 Pennbrook Parkway,Lansdale,PA 19446�Telephone+1-215-362-0700 Copyright OO 2013 Tyco Fire Products,LP. All rights reserved. t�G.O Bulletin 006 Rev. H Model RFC30 (SIN RA0611) 07 � 4 Model RFC43 (SIN RA0612) �. Model RFC49 (SIN RA0616) o Residential Flat Concealed � � Sprinklers = A Residential Flat Concealed Sprinkler engineered for a minimum design density of 0.05 gpm/ft2 with low GPM requirements. '� Features 1. Very low water flow requirements. 2. Cover plate attachment (Plain or Perforated) with '/2" (13mm) Total adjustment. 3. Thread-On/Thread-Off or Push-On/Thread :�--:-�--- ___ Off cover attachment option. _ ,_ ....:.,.: ... :.:.: ::.:..:. 4. Smooth aesthetic ceiling profile. 5. Available in brass, chrome and black plated or painted finishes. P�ain Cover P�ate Listings & Approval 1. Listed by Underwriters Laboratories, and certified by UL for Canada (cULus) ,�` "'� "�`��` ` ,�,,,.,�,�.."�" ��`�;�' � UL Listing Categories Residential Automatic Sprinklers - -'-' ''-`-' UL Guide Number = - - - VKKW - ----- - -- - -- - --- ---- Product Description =-- -- --- = -- - -- Model RFC30, RFC43 and RFC49 Concealed Residen- ` -_- =- � -�° _ tial Sprinklers are fast response residential fusible solder link automatic sprinklers. Residential sprinklers differ from standard sprinklers primarily in their response time and water distribution patterns. Perforated Cover Plate Model RFC30, RFC43 and RFC49 sprinklers discharge water in a hemispherical pattern below the sprinkler de- and positively attached and blends into the ceiling, con- flector. Residential distribution patterns are higher and cealing the most dependable fire protection available, an generally contain a finer droplet size than standard sprin- automatic sprinkler system. kler patterns. The RFC30, RFC43 and RFC49 are UL Listed Residen- The combination of speed of operation and high dis- tial Sprinklers to be installed in the residential portions charge pattern required for residential sprinklers has of any occupancy in accordance with NFPA 13, 13R, & demonstrated, in fire testing, an ability for controlling 13D. residential fires, and thereby providing significant evacu- The RFC30, RFC43 and RFC49 can reduce the need ation time for occupants. for precise cutting of drop nipples. The threaded cover The RFC30, RFC43 and RFC49 Sprinklers provide the plate assembly can be adjusted without tools to fit ac- best form of fire protection by combining an attractive ap- curately against the ceiling. The fire protection system pearance and '/2" (13mm) of cover adjustment for ease need not be shut down to adjust or remove the cover of installation. The small diameter cover plate is easily plate assembly. The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Application and Installation The RFC30, RFC43 and RFC49, for residential instal- �/�/hen inserting or removing the wrench from the sprin- lations, use a 165°F (74°C) fusible solder link in a tun- kler/cup assembly, care should be taken to prevent dam- ing fork style sprinkler frame with a drop-down deflector. age to the sprinkler. DO NOT WRENCH ON ANY OTHER This assembly is recessed into the ceiling and concealed PART OF THE SPRINKLER/CUP ASSEMBLY. MODEL by a flat cover plate. The cover plate is attached to the RFC30, RFC43 AND RFC49 CONCEALED SPRINKLERS skirt, using 135°F(57°C) ordinary temperature classifica- MUST BE INSTALLED ONLY WITH 135°F RATED COV- tion solder.When the ceiling temperature rises, the solder ERS. holding the cover plate releases the cover allowing the Note:A leak tight'/z" NPT(R1/2) sprinkler joint can be ob- deflector to drop into position and exposing the sprinkler tained with a torque of 8-18 ft-Ibs (10,8- 24,4 N-m). Do not inside to ceiling temperature. The subsequent operation tighten sprinklers over maximum recommended torque. It of the solder link opens the waterway and causes the de- may cause leakage or impairment of the sprinklers. flector to drop into position to distribute the discharging Cover assemblies provide up to '/2" (13mm) of adjust- water in a hemispherical pattern below the sprinkler de- ment. Turn the cover clockwise until the flange is in con- flector. Any adjustment of thread engagement between tact with the ceiling. For the push-on/thread-off option, the cover plate and cup will assure that the drop-down the cover assembly is pushed onto the cup and final ad- deflector is properly located below the ceiling. The resi- justment is made by turning the cover clockwise until the dential distribution pattern contains a finer droplet size skirt flange makes full contact with the ceiling. Cover re- than a standard sprinkler, and the pattern produces sig- moval requires turning in the counter-clockwise direction. nificantly higher wall wetting. In ceilings that have a plenum space above the sprin- After a 25/S inch diameter hole is cut in the ceiling, the kler, the plenum space may have neutral or negative sprinkler is to be installed with the Model FC Wrench. pressurization but must not be positively pressurized. When installing a sprinkler, the wrench is first positioned Inspect all sprinklers after installation to ensure that the into the sprinkler/cup assembly and around the hexago- gap between the cover plate and ceiling and the 4 slots nal body of the sprinkler frame. The Wrench must bottom in the cup are all open and free from any air flow impedi- out against the cup in order to ensure proper, safe instal- ment. lation. The sprinkler is then tightened into the pipe fitting. S rinkler CCP Assembl Max. Thread Nominal p � Y Max. Model Tem Ratin Tem Ratin Ambient K (SIN) Size Orifice p g p� g Temp. Factor Pressure Inch(mm) Inch (mm) psi (bar) �"F wC �'F wC �'F wC RFC 30 y?„�15� 21/s4(8,2) 165 74 135 57 100 38 3.0 175(12) (RA0611) RFC 43 y2„�15) 3/s(10) 165 74 135 57 100 38 4.3 175(12) (RA0612) RFC 49 (RA0616) �2 �15� '/,6(11) 165 74 135 57 100 38 4.9 175(12) Note: 1 bar= 100 Kpa RFC 30 Ordinary Temp. Rating Max.Coverage Max. Spacing (165wF/74�'C) Top of Deflector Installation Minimum area to Ceiling Spacing Ft x Ft(m x m) Ft(m) Flow Pressure Inch(mm) Type Ft(m) GPM (L/min) PSI (bar) 12 x 12(3,6 x 3,6) 12(3,6) 9(34,1) 9.0(0,62) Smooth Ceilings Yz to 1(13 to 25.4) Beamed Cei�ings per NFPA 13D, 13R or Concealed 8(2,4) 14 x 14(4,3 x 4,3) 14(4,3) 10(37,8) 11.0(0,76) 13 installed in beams Y2 to 1(13 to 25.4) For Ceiling types refer to NFPA 13, 13R or 13D 2. RFC 43 Ordinary Temp. Rating Max.Coverage Max. Spacing (155�F/68�C) Top of Deflector Installation Minimum area to Ceiling Spacing Ft x Ft(m x m) Ft(m) Flow Pressure Inch (mm) Type Ft(m) GPM (Umin) PSI(bar) 12 x 12(3,6 x 3,6) 12(3,6) 12(4,5) 7.8(0,54) 14 x 14(4,3 x 4,3) 14(4,3) 13(49) 9.1 (0,63) Smooth Ceilings Y2 to 1(13 to 25.4) 16 x 16(4,9 x 4,9) 16(4,9) 13(49) 9.1 (0,63) Beamed Ceilings per NFPA 13D, 13R or Concealed 8(2,4) 13 installed in beams Y2 to 1(13 to 25.4) 18 x 18(5,5 x 5,5) 18(5,5) 18(68) 17.5(1,21) 20 x 20(6,1 x 6,1) 20(6,1) 21 (79) 23.8(1,64) For Ceiling types refer to NFPA 13, 13R or 13D RFC 49 Ordinary Temp. Rating Max. Coverage Max. Spacing 155�'F/68�'C) Top of Deflector Installation Minimum area Ft(m) Flow Pressure to Ceiling Type Spacing Ft x Ft(m x m) GPM (Vmin) PSI(bar) �nch (mm) Ft(m) 12 x 12(3,6 x 3,6) 12(3,6) 13(49) 7.0(0,48) 14 x 14(4,3 x 4,3) 14(4,3) 13(49) 7.0(0,48) Smooth Ceilings Yz to 1(13 to 25.4) 16 x 16(4,9 x 4,9) 16(4,9) 13(49) 7.0(0,48) Beamed Ceilings per NFPA 13D, 13R or Concealed 8(2,4) 13 installed in beams Yz to 1(13 to 25.4) 18 x 18(5,5 x 5,5) 18(5,5) 17(69,3) 12.0(0,83) 20 x 20(6,1 x 6,1) 20(6,1) 20(75,73) 16.7(1,14) For Ceiling types refer to NFPA 13, 13R or 13D Maintenance Model RFC30, RFC43 and RFC49 Concealed Sprin- symmetric lever mechanism, maintaining a Teflon-coated klers should be inspected quarterly and the sprinkler Belleville spring washer and machined brass cap water system maintained in accordance with NFPA 25. Do not seal assembly containing no plastic parts. Sprinkler clean sprinklers with soap and water, ammonia or any K-factor shall be nominal 3.0 (44), 4.3 (62.4), and 4.91 other cleaning fluids. Remove dust by using a soft brush (70) having a 5/,6°, 3/8" and '/,6" orifice. Temperature rating or gentle vacuuming. Remove any sprinkler cover plate shall be Ordinary 165°F(74°C); cover plate temperature assembly which has been painted (other than factory ap- rating to be 135°F(57°C). Cover plate assembly shall plied) or damaged in any way. A stock of spare sprin- consist of a brass cover plate and copper alloy retainer klers should be maintained to allow quick replacement flange allowing a'/2" cover plate adjustment. Any secure of damaged or operated sprinklers. Prior to installation, engagement between the cover plate and the cup will sprinklers should be maintained in the original cartons assure that the drop-down deflector is properly located and packaging until used to minimize the potential for below the ceiling. A plastic protective cap shall be damage to sprinklers that would cause improper opera- provided and factory installed inside the sprinkler cup tion or non-operation. to protect the drop-down sprinkler deflector from dam- Model RFC30, RFC43 and RFC49 Residential age, which could occur during construction before the cover plate is installed. Standard cover finish: [Chrome] Concealed Sprinkler Specification [White] [Specialty—specify]. Residential concealed sprinklers shall be Reliable Model RFC30, SIN RA0611 Sprinklers shall be cULus Listed low flow residential con- (gulletin 006), Model RFC43, SIN RA0612 (Bulletin 006) cealed sprinklers with drop-down deflector and adjust- or Model RFC49, SIN RA0616 (Bulletin 006). able flat cover plate engineered for a minimum design density of 0.05 gpm/ft2. Sprinkler frame and deflector shall be of bronze frame construction having a'/2" NPT thread. Thermal element shall consist of an approved black-painted beryllium-nickel fusible solder link with 3. Ordering Information Cover Plate Finishes�'> SpeCify: Standard Finishes 1. Sprinkler Model Chrome _ . _ 2. Cover Plate Finish White Paint - - 3. Thread-On or Special Application Push-On Feature Finishes�2� i - , � � Bright Brass i�, �� ' Finished Bronze - � Black Plating � Black Paint � Off White �'�`'° Satin Chrome . �'� Other finishes and colors are available on special order. Consult factory for details. Coverplate custom paint is �� semi-gloss, unless specified ��❑� otherwise. �2� For the perforated style cover- plate, consult factory for avail- ability on these and other cus- tom finishes. 7" x 7/2" REDUCINc T_FF OR Fl FsOW �� ( --��-----��__� �� r �� I� �" �66.SSmm] 25" �5�.42mm] DlA I I NOLE lN CEILING '7b � � � � � CJF_ �s__ �� — 2" [50.8mm� MAX. FACE OF F177/NG ��.� � � � � �i TO FACE OF CEIUNG � �� DIMENSION �� i;�i: :i� CEILING� \---- � i/�i/ �° �72.70mrn] MAX. � �� — � ? CO�ER ADJUS7MEN7 16" [4.96mm] FLAT COl/ER PLA7E 5�- ASSEMBLY �316 �84.27mm� DIA. SPkINKLER aoeFCO�e „ COVFR F'l A I F: � !? ��. %mm , A/�,JUS7-MF N?� 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 properry for over 90 years,and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States,Canada and foreign countries. Manufactured by The Reliable Automatic Sprinkler Co.,Inc. � Recycled � � (800)431-1588 Sales Offices Paper � '� � (800)848-6051 Sales Fax Revision lines indicate updated or new data. (914)829-2042 Corporate Offices www.reliablesprinkler.com Internet Address EG.Pr�r,tea�r,u.s.A.oa/1s P/N s9999�o2si Commercial Water Gou Ids Pu m s p 3656/3756 S-Group Cast Iron, Bronze Fitted Centrifugal Pumps Bombas centrifugas en hierro fundido con accesorios de bronce � P�. .� �° _ . ,- � � .-- �,, .. ; _ _� � ,. , � _ �� _ . � � �� ,, �;.,� �. _ I 0 b �� ' �`� � � ��-, �� hF ��,�"' � °� � ,�w - , GOU LDS PU M PS Goulds Pumps is a brand of ITT Residential and Commercial Water. Goulds Pumps es una marca de fabrica de ITT Agua Residencial y Comercial. www.goulds.com Engineered foY li fe A Full Range of Product Features Una amplia gama de variadas caracteristicas The 3656 and 3756 S-Group • Packed box sealing is also avail- Las bombas 3656y 3756 del Grupo • EI diseno de impulsor pumps from Goulds have been able as an option. S de Goulds han sido disenadas con encerrado,balanceo dinamico y designed with technical benefits beneficios tecnicos para satisfacer anillos de desgaste to meet the needs of users in a • Endosed impeller design, dy- las necesidades de los usuarios en reemplazables reducen las variety of water supply,recircula- namic balancing and renewable variadas aplicaciones de suministro y perdidas que afectan el tion,and cooling applications. Wear rings reduce losses affect- recirculacibn de agua y aplicaciones desempeno y la vida de la ing performance and pump life. de refrigeracion. bomba. • The model 3656 offers close • Suction and dischar e i e coupled design for space saving g p p • EI modelo 3656 cuenta con • Las conexiones de succion y and simplified maintenance. connections are NPT threaded, diseno de acoplamiento corto descarga son roscadas NPT except 3 x 4—7 which has para ahorrar espacio y con excepcion de la bomba de • The model 3756 offers a bear- 125 Ib.ANSI flat faced flanges. simplificar el mantenimiento. 3 x 4—7,que cuenta con ing frame mounted design for • Rigid cast iron motor adapter bridas de cara lisa AN51 de flexibility of installation and provides support and registered ' EI modelo 3756 cuenta con 1251bs. drive arrangements. diseno de montaje sobre fits maintain positive unit bastidor que ofrece gran • EI adaptador rigido del motor, • Back pull-out to reduce mainte- alignment. flexibilidad en los arreglos de de hierro fundido,ofrece nance down time. • Standard NEMA motor frame, instalacion y accionamiento. soportey los montajes • Standard Type 21 mechanical JM or JP shaft extension,C-face registrados mantienen el • Desmontaje posterior que seal for both reliability and mounting,single phase or three alineamiento positivo de la availability.Carbon/ceramic/ phase,3500 or 1750 RPM. reduce el tiempo de inadividad unidad. BUNA standard,with other Open drip proof and totally por mantenimiento. faces and elastomers available. enclosed fan cooled. • Sello mecanico estandar Tipo • Motor con bastidor NEMA 21,brinda gran confiabilidad y estandar,extension de eje JM, • 3656/3756 available in all • Optional explosion proof or high montaje en cara C,monofasico asegura la disponibilidad. iron, bronze fitted or all bronze efficiency motors available. Estandar de carbono/ceramical o trifasico,3500 0 1750 RPM. construction for application . Optional rigid carbon steel BUNA, tambien se encuentran Abierto a prueba de filtraciones versatility. bedplate,sheet metal coupling disponibles con otras caras y o totalmente encerrado enfriado • Replaceable wearing compo- guard and T. B.Woods spacer elastomeros. por ventilador. nents include stainless steel coupling for 3756 models. . Los modelos 3656 y 3756 se • Motores a prueba de shaft sleeve and casing and hub explosiones y de alta eficiencia fabrican en todo hierro,con wear rings to maintain peak accesorios de bronce o en todo disponibles como opcion. efficiency. bronce,para una mayor • Placa de asiento rigida de acero versatilidad de aplicacion. al carbono,protector de • Los componentes de desgaste acoplamiento de chapa metalica reemplazables induyen los y acoplamiento espaciador T.B. anillos de desgaste de la woods disponibles como carcasa y del rodete y la camisa opcion en los modelos 3756. del eje,de acero inoxidable, para mantener la eficiencia pico. Goulds Pumps is I50 9001 Registered. GOULDS PUMPS 2 Commercial Water Performance Coverage Curvas de desempeno 3500 Coverage Curve, Curva de alcance 3500 METERS FEET METROS PIES 300 80 Q 240 0 V 'IXZ-H � z 60 °Q 180 1'/�x 2-s � � Q °a = 40 `—' 120 � Q 1 xz-7 z'/zx3-7 > 0 a o ZQ 3x4-7 60 - 7'/zx2-6 1'/z x 2-6H � � 0 100 200 300 400 500 600 700 800 U.S.GPM 0 20 40 60 80 100 120 140 160 180 m'�hr GALLONS PER MINUTE(GALONES POR MINUTO) 1750 Coverage Curve, Curva de alcance 1750 30 METERS FEET METROS PIES , - . -.-.- . ... -_. . , ; -_ .-- ---- - 80 _ , I Q I -i � o � -- - _.. - - .- --- -- - g 20 � � z 60 i 0 � 1x2-8 ¢ - . . I - w 7'/:x 2-8 - - - -�� - I v 40 � � - . � � a _ 0 10 a �x2-7 .. . -- - - - - - a I I � ZO 2'/:x3-7 �. 3x4-7 � _._. .., . . . .: . .-_ .. .. _-. . .-.. -_.. .I _ . .. ..- I---- 1'/zx2-6/1'/:x2-6H 0 0 0 50 100 150 200 250 300 350 400 450 U.S.GPM 0 10 20 30 40 50 60 70 80 90 100 m'�� GALLONS PER MINUTE(GALONESPOR MINUTO) GOULDS PUMPS 3 Commercial Water 3656/3756 S-Group Numbering System For All Units Built After June 1, 1998 Sistema de numeracion del Grupo S,modelos 3656/3756,para todas las unidades fabricadas luego de11°de junio de 1998 The various versions of the 3656 and 3756 S-Group are identified by a prod- Las diferentes versiones de los modelos 3656y 3756 del Grupo S se identifican uct code number on the pump label.This number is also the catalog number con un nGmero de cbdigo de producto en la etiqueta de la bomba.Este nume- for the pump.The meaning of each digit in the product code number is shown ro es tambien el numero de catalogo de la bomba.A continuacion se ilustra el below. significado de cada digito en el codigo del producto. Not all combinations of motor, impeller and seal options are available for No todas las combinaciones de motor,impulsor y sellos estan disponibles every pump model. Please check with Goulds on non-cataloged numbers. para cada modelo. Consulte a Goulds sobre nGmeros que no aparecen en el Not recommended for operation beyond printed H-Q curve. For critical applica- catalogo. tion conditions consult factory. No se recomienda la operacion mas alla de la curva impresa de H-Q(carga- capacidad).Para aplicaciones bajo condiciones criticas,consulte con la fabrica. Example Product Code,Ejemplo del codigo de producto 9 BF 1 H 2 G 0 H LHigh Head Impeller(1'/zx 2—6H Only),Impulsor de carga alta(1'/z x 2—6H unicamente) Mechanical Seal and 0-ring,Sello mecanico y anillo en 0 T e 21 Mechanical Seat,Ti o 21 sello mecanico Seal Code, Part No., Codigo Rotary, Stationary, Elastomers, Metal Parts, p�eza del Sello ROtativo Estacionario Elastomeros Partes Metalicas Ni►mero 0 Ceramic,Ceramica BUNA-N 10K13 � Carbon, Sil-Carbide, EPR 316 SS, 10K19 Carbon 3 Carburo de 316 Acero inoxidable 10K27 5 Sil-Carbide silicona Viton — 10K64 9 Pa�ked Boz Design with BUNA 0-Ring,Diseno de prensaestopas empacado ron anillo en 0 de BUNA 15 K16 Note: 10K27 replaces obsolete 10K25,Nota:La 10K27 reemplace la obsoleta 10K25. Impeller Option Code,Cddigo de opcidn de impulsor Impeller Code, ZZBF 9BF 3BF 56F 4BF 66F Codigodel 1 x2-7 1 x2-8 1'/zx2-6 1YzxZ-6H 1'/zx2-8 2'/zx3-7 3x4-7 impulsor Dia. Dia. Dia. Dia. Dia. Dia. Dia. A 63/a" 8'/ie� 515/�e'� 5'%6� 8'/�e� 7'/ie� 7'/�e,� B 6�/�e 7 s�s Ss�s Ss�s 75�s 6��a F3�a C 6 75/�� 5Ys 63/a 69/�6 I 5'/z D 53/a 7 43/a 53/4 6 4"/,e E 5'/z 6'/z 73/a 5'Y�6 I 5 Y8 F 5'/�6 63/�6 7 5'/�6 I 6 G 4'3/�6 53/a 6'/0 53/i e I H 49/,6 5Ya 6'/e 43/a J 43/s 4'/z K 4'/,e 4Y,e L 3'%,6 � Driver,Elemento motor 1 = 1 PH,fase,ODP 4 = 1 PH,fase,TEFC 7 = 3 PH,fases,XP 0 = 1 PH,fase,XP For frame Z = 3 PH,fases, ODP 5 = 3 PH,TEFC 8 = 575 V,XP mounted version, 3 = 575 V,ODP 6 = 575 V,TEFC 9 = 3 PH,fases,TEFC, PREFF substitute the 1 PH,fase=Monofasico;3 PH, fases=Trifasico letters"FRM"in HP Rating,Potencia nominal,HP these positions. C ='/z H P F = 1'/z H P J = 5 H P M = 15 H P Para las versiones D =3/4 HP G =2 HP K = 7'/z HP N =20 HP de montaje en E =1 H P H =3 H P L = 10 H P bastidor,reempla- Driver: Hertz/Pole/RPM,Elemento motor:HertzlPolos/RPM zar las letras en 1 = 60 Hz,2 pole,3500 RPM 4 = 50 Hz,2 pole,2900 RPM esta ubicacion con 2 = 60 Hz,4 pole, 1750 RPM 5 = 50 Hz,4 pole, 1450 RPM ""FRM". 3 = 60 Hz, 6 pole, 1150 RPM Material,Material BF = Bronze fitted,Accesorios de bronce AI =All iron, Todo hierro AB =All bronze,Todo bronce Pump Size,Tamano de bomba The 1 x 2—8 and 1 x 2—7 are only available in Bronze Fitted. 3 = 1 v�x�—6(H) 5 = 1 v�x 2—8 9 = 1 x 2—8 Los tamanos 1 x 2—8 y 1 x 2—7 estan disponibles con 4 = 2'/z x 3—7 6 = 3 x 4—7 22 = 1 x 2—7 accesorios de bronce unicamente. GOULDS PUMPS 4 Commercial Water Performance Curves-60 Hz, 3500 RPM Curvas de desempeno-60 Hz, 3500 RPM These curves show the performance of the 3656 and 3756 at 3500 RPM Estas curvas ilustran el desempeno de los modelos 3656 y 3756 operando a and 1750 RPM,60 Hz,and at 2900 RPM and 1450 RPM, 50 Hz.Standard 3500 RPM y 1750 RPM en 60 Hz,y a 2900 RPM y 1450 RPM en SO Hz.Se impeller trims are shown. muestran los diametros de impulsor estandar. Model 3656/3756 S-Group 3500 RPM NoTe:Not recommended for operation Optional Impeller 22 BF/Size (Tamano) 1 x 2-7 beyond printed H-Q curve. ImpU150r Optdtiv0 NOTA;No se recomienda la ope�acion m35 all� Imp. Dwg. CN0724R00 delacurvaimpresadeH-Q(carqa-capacidad) OrderingCode Dia. Codigo de pedido Dia. METERS FEET NPSH FEET(PIES) � METROS PIES 3 I 40%EFF- 46%-j-50% ' 61 56a��— - /a 63/a° A 6/o" IA.- 54% - i ss%8' B 6'/,6 180 -- � � �-- /60% ' C 6 50 B 6',s 3 160 60%-� I zp� D 5/c Q � � E 5/z , ! �' �� ° �6_ �I 58%—� 140 � Q F 5/,6 � . '• .� . . . . . _ D 5'/a . I ✓ z 40 120 E s/: I I . / � I •_. _� _ _ G 413/,e ° i H 49/,e � I , � I ,__ -• I� . - 30 100 F n/36,6 , i li 3 Q ✓ i 56/ i', J 4/a � 80 H 49 __ `, � I / // �� . 54% j 5 HP K 4�/ie z I L 3'3/i e o Z� yo 3 - . � - ,�I � z �4 s - ' � NOTE:Pump will pass a K 4'/,s so°/ sphere to 3/,s'diameter. • I ' — o �313,6 '• _�' _, �'� - �"3 HP NOTA:La bomba dejara � 40 � �`46% 2 HP � pasar una esfera de hasta'/,6 10 = - , �,-� _ __ de pulgada de diametro. 20 1.5 HP 1 HP I �. 0 0 0 20 40 60 80 100 U.S.GPM 120 0 5 10 15 ZO 25 m/nr CAPACITY(CAPFICIDAD) Model 3656/3756 S-Group 3500 RPM NOTE:Not recommended for operation Optional Impeller 9 BF/Size(Tamano) 1 x 2-8 ODP&TEFC beyo�a pr�ntea H-Q�u��e. MErERS FEET Impulsor optativo METROS PIES NOTA:No se recomienda la operacion mas alla de la curva impresa de H-Q(carga-capacidad). Ordering Code Dia. 300 I 8/,�o q.-CN0721 R00 ---- r R I iES) 4�. -- -. _ --I-_i- I- � Codigo de pedido Dia. p 9� gp , 3Q 35 40_NPSH FT(P I ___ � � q _ � � A 8'/,6�� B 7/e" � %EFF - - -� __ _ ,�r5 __ 6,_ B 7s/a�� 80 s I -- -I-- I I 250 II i � �I C 75/,6 I � I II 10' I D 7 7� �75�16�- ,� � I � 1 ` , I , , � E 6/z I, -- - _ - I 50�_. , _ D 7" \ � ,� - =- -- � --- - F 63/,e Q 6p 200 I � _ I • ____—_• +' _�I_ ,�_ G 53/8 � E 6,�� _ - i -- - o � Q I I �� ' I z 50 F63/fi, I ' , '' '. ! �. II 'i�oyAl H 5'/s Q 150 �, I� � ' NOTE:Pump will pass a � � 3 s here to / "diameter. � 40 � - - -- � -- � , ' . � ' I p ,6 ¢ G 53/a — II � �� I , �sh,p , I NOTA:La bomba dejara � ' -- ----- -- - - - -- - 30 100 � � � - -- - pasar una esfera de hasta j/,6 ,a„ H 5'/e I .I s _ _ _ - . . - a i i I , � , Sy de pulgada de diametro. z A o I -- . . . II . . . i . . . • � � � . . . '� . .. . . ' a ZO I I -. - -. . I • �'Np_ I � I � I I I I I � �--_r _ - � 50 I I 10 - I� I I I - � — - r - —I ---- - - 0 0 T - -- --�— --- - --� � -� -�- - 0 10 20 30 40 50 60 70 80 90 100 110 U.S.GPM i i i i i i 0 5 10 15 20 25 m3/nr CAPACITY(CAP4CIDAD) GOULDS PUMPS 5 Commercial Water 3756 5-Group Dimensions and Weights Mechanical Seal Grupo S,modelo 3756-Peso y dimensiones Sello mecanico CP I.—Z--{�R DISCHARGE y�.---W I I DESCARGA _� I I ' ' � � � � I X � � - SUCTION 1.125 DIA. - ,''+`\`' - -- SUCCION- � — ----- - -- �1.1Z4 �\ _ - ;' �1 � O KEYWAY I CHAVETERO DC� I 4 HOLES �4 X�e � � 5'/� Ax I 4 ORIFICIOS � yz '/�6 DIA. ----=,`----- i I i � � —� 23�4 23�4 � 5 �3�4 7 '/4"NPT 6'/z Pump Dimensions and Welghts(Dimension"L"tletermined by Pump and Motor) NOTE: Peso y dimensiones de la bomba (la dimension°C'esta determinada por la bomba y el motor) All pumps shipped in vertical wt.(Ibs.) discharge position. May Pump Sudion Discharge �P DC DD L R W X Y Z Pesos be rotated in 90°inCrements. Bomba Succion Descarga Max. (libras) Tighten casing bolts to 25 ft./Ibs.tor ue. 1 x 2-7 1 163/a 3 Yz $ �� 4�s 5'/z 3 _ 4 84 _ q 1 x 2-8 4Y4 4 , 3 /,� 5�/4 3/,6 4/4 84 Dimensions in inches, 1'/z x 2-6 z 3Yz 3 4'/z 5 3'/� 66 weights in Ibs. Do not use for 1'/z x 2-8 1/z 16/z 5s/a 45/a 7/a 1/a 4'/a 5 Z�e 4'/a 86 _ construction purposes. 2'/z x 3-7 3 2 Yz 16'/a 5'/e 4'/z 8'/s 113/�6 3 4 81 3 x 4-7 4" 3� 16'/z 53/a 5'/e 73/a 33/a 43/a 6 2'k 4'/� 114 NOTA: "For use with ANSI class 150 mating flange.All others are NPT connections. Todas las bombas se embarcan *Para uso con brida de mntacto ANSI dase 150.Todas las demas son conexiones NTP con la descarga en posicion vertical.Esta posicion puede rotarse en incrementos de 90°.Ajustar los pernos de la carcasa a una torsion de 25 pies/libras. Dimensiones en pulgadas, peso en libras.No utilizar para fines de construccion. GOULDS PUMPS 20 Commercial Water 3756 5-Group Dimensions and Weights Packed Box Grupo S,modelo 3756-Peso y dimensiones Caja prensaestopas CP �Z�R DISCHARGE y��—�I DESCARGA -J I ; � , I ' 3 I X � - SUCTION I 1.125 DIA. - �''+\\\`' - -- SUCCION- ��" — ----- - -- �1.124 \ _,;' �1 i O KEYWAY I CHAVETERO DC � I 4 HOLES �4 X�8 � , 5y� A I 40RIFICI05 ' yz '/,6 DIA. -----',`----- t I i � i _� � 23�4 23�4 L 5 �3�4 7 '/a"N PT 6'/z Pump Dimensions and Weights(Dimension"L"determined by Pump and Motor) NOTE: Peso y dimensiones de la bomba pa dimension°L"esta determinada por la bomba y el motor) All pumps shipped in vertical wt.pbs.) discharge position. May Pump Suction Discharge �P DC DD L R W X Y Z Pesos be rotated in 90°increments. Bomba Succion Descarga Max. (libras) Tighten casing bolts to 1 x 2-7 3Yz 73/,b 5Y� 3 4 g4 25 ft./Ibs.torque. 1 x 2-8 1 19'/,6 4Y4 I 4 11'/,6 1`/,b � 53/, I 33/,e 4'/a 84 1�/�x 2-6 z 3�/z 4�/Z 3�/z 66 Dimensions in inches, � e 1Q13/ie 1�/a 25/a � WEIght511l�bS. �01lOtUS2fOf � 1 Yz x 2-8 1 k 19/�6 5sjg 45/s 75/�e 5 4'/a 86 � construction purposes. 2'/z x 3-7 3 2 Yz �19'S/,6 5'/s 4Yz 113/,6�113/,6 - — 3 4 81 3 x 4-7 4" 3' �199/�6 53/a 5'/a 1013/�6I 33/a 7'/�6 6 2'/z 4'/z 114 NOTA: 'For use with ANSI class 150 mating flange.All others are NPT connections. Todds lds bombds se embdrCdn *Para uso con brida de contacto ANSI clase 150.Todas las demas son conexiones NTP con Id desCdrgd en posicion verticaL Esta posicion puede rotarse en incrementos de 90°.Ajustar los pernos de la carcasa a una torsibn de 25 piesllibras. Dimensiones en pulgadas, peso en libras.No utilizar para fines de construccion. GOULDS PUMPS 2� Commercial Water 3756 5-Group Dimensions and Weights Mechanical Seal Grupo S,modelo 3756-Peso y dimensiones Sello mecanico CP 33/� C MAX—� SPACER COUPLING,ACOPLAMIEN70 ESPACIADOR A DISCHARGE COUPLING GUARD,PROTECTOR DEACOPLAMIENTO Z� R DESCARGA Y I� W� 3 MAX ' rSINGON Y ASE1 1.125 DIA. moruoFdsicoso�nMErvtE ' SUCTION 1,12 __ X SUCCION i � - - —I— - ---- �-�- --- - - -- - --------------P MAX I Q ' 4 HOLES MAX � I KEYWAY I 5/s DIA. _____ , _____ HD � CHAVETERO � 40RIFICI05 —i --------------------- '/s x'/a •-----------------------------------------------, I G � I I '/a"N PT � I~HE�j�HE�'I HL HF � HP HA HB (Motor End Only) (E�remo del motor unicamente) Pump Dimensions and Weights(�imension"HL"determined by Pump and Motor) Peso y dimensiones de la bomba (la dimension"HC'esta determinada por la bomba y el motor) Pump Suction Discharge CP DC Wt.(Ibs.) Motor Frame Size Tamario del bastidor Bomba Succion Descarga Max. Max. DD R W X Y Z Pesos 140/180 210 2�_280 (libras) H L 1 x 2—7 1 163/s � 3'/z 4'/s 5'/z 3 4 84 — 1x2-8 Z A'/a 4 ��16 315/�6 53/c 33/�e 4'/a 84 1'/z x 2—6 P/z 16'k I 3'/z 4'/z 3 Yz 66 9/' 73/a 1'/z x 2—8 53/8 1'/4 4'/4 5 ZS/8 4'/4 86 — 2'/z x 3—7 3 2'/z 16'/a �5'/a 4'/z 113/�6 6 3 4 81 95/s 8'/s _ 4'/a 3 x 4—7 4` 3� 16'/z 53/n 5'/a 33/a 43/a 2'/z 4'/z 114 9Ya 73%a 7 �For use with ANSI dass 150 mating flange.All others are NPT connections. *Para uso con brida de contado ANSI dase 150. Todas las demas son conexiones NTP Motor Dimensions and Weights,Peso y dimensiones del motor Motor Frame 3500 RPM 1750 RPM AB � P Wt.(Ibs.) Bastidor 1 Phase 3 Phase 1 Phase 3 Phase Max. Max. Max. Pesos del motor ODP TEFC ODP TEFC ODP TEFC ODP TEFC (libras) 143T '/z,1,1Yz 3/a,1,1'/a 3/a,1,1'/a 3/a,1,1'/z '/z,3/a '/z,3/n '/z,3/a,1 '/z,3/a,1 � 133/a � 45 145T 2 2 2,3 2,3 1,1'/z 1,1'/z 1'/z,� 1'/z,2 5/' 14'/a 5/a 53 182 T 3 3 5 3 2 2,3 3 3 � 167s , 74 184 T 5 3,5 7'/� 5 3 — 5 5 5�8 18'/s 5�a 95 213 T 7'/� 10 7'/z 5 7'/� 7'/z 3 18 3 116 215 T 10 — 15 10,15 — — — — ��8 19'/s ��8 13 6 254 T — — 20 — — — — — , 215/s , 266 256T 25 20,25 10/a 233/s 10/s 264 284 TS/T — 30 25 — — 125/e 24'/s 15 392 Bedplate Dimensions and Weights,Pesos y dimensiones de la place de asiento NOTE: Motor Freme Motor Bearing Frame Weight pbs.) 1.All pumps shipped in vertical discharge position. May be Bastidor HA HB HD HE HF HG HP* Shim Shim Cuna del Pesos rotated in 90°increments.Tighten casing bolts to 25 ft./Ibs. del motor Curia marco de cojinetes (libras) torque. 143 T 2. Dimensions in inches,weights in Ibs. Do not use for con- 145T �3�° — struction purposes. 182 T 10 �8 8 3�/4 24 23/4 3/4 48 I 3. Motor dimensions and weights very with manufacturer. 3/4 184 T I NOTA: 213 T 1. Todas las bombas se embarcan con la descarga en posicion ver- 12 31 8'/a 4'/a 29 3 1 65 215 T ticaL Esta posicion puede rotarse en incrementos de 90°.Ajustar Z54 T 13 42 9/n _ los pernos de la carcasa a una torsion de 25 pies/libras. 256 T ' 5'/� 38'/z 4 �3� 1 110 2.Dimensiones en pulgadas,peso en libras.No utilizar para 284 TS/T 15 44 10'/z 53/ 40'/z 3'/z 13/a 124 fines de construccion. _ _ _. "'HP"Dimension at Motor end only.*Dimension"HP"al extremo del motor unicamente. 3.Las dimensiones y el peso de los motores varlan de acuerdo al fabricante. GOULDS PUMPS 22 Commercial Water 3756 5-Group Dimensions and Weights Packed Box Grupo S,modelo 3756-Peso y dimensiones Caja prensaestopas CP 3�/� C MAX--'� SPACER COUPLING,ACOPLAMIENTO ESPACIADOR A DISCHARGE COUPLING GUARD,PR07ECTOR DEACOPLAMIENTO Z� R DESCARGA y I� N/� 3 MAX r siN�oN Y asE� �'�DIA. MONOF,dACO50LAMENTE SUCTION 1,12 __ X SUCCION � - - —I— - ---- I --- � - - --� - ------------- �-� —P MAX DC pp I � � 4 HOLES MAX � I KEYWAY I 5/8 DIA. ____ , _____ HD � CHAVETERO � 4ORIFICI05 � --------------------- '/s x'/a ------------------------------------------------ I G � I I '/n"N PT I I~HE��HE�I HL HF � HP HA HB (Motor End Only) (Extremo del motor unicamente) Pump Dlmenslons dnd Welght5(Dimension"HL"determined by Pump and Motor) Peso y dimensiones de la bomba pa dimension"HL"esta determinada por la bomba y el motor) Wt.(Ibs.) Motor Frame Size,Tamario del bastidor Pump Suction Discharge CP DC DD R W X Y Z Pesos 140/180 210 250/280 Bomba Succion Descarga Max. Max. (libras) H L 1 x 2—7 � � 3'/z � 73/�e 5'/z 3 4 84 — 1 x 2—8 z 1 19/�e 4'/4 4 ��76 7 5'/a 33/�6 4'/a 84 5 1'/z x 2—6 I 1'/z 199/�s 3�� 1'/4 s 4'/z Z5�8 3'/z 66 12/16 1013/�6 1'/z x 2—8 53/8 7/,6 5 4'/4 I 86 — 2'/z x 3—7 3 2'/z 1915/�e 5'/s 4'/z 113/�e 6 3 4 81 12'Y,a 113/,6 7'/,6 3 x 4—7 � 4` 3' 199/�6 53/n 5'/a 33/� 7'/�6 2'/z 4'/z � 114 12s/�6 � 1013/�6 10'/�6 "For use with ANSI dass 150 mating flange.All others are NPT connections. *Para uso con brida de contacto ANSI dase 150. Todas las demas son conexiones NTP Motor Dimensions and Weights,Peso y dimensiones del motor Motor Frame 3500 RPM 1750 RPM i AB � P Wt.(Ibs.) Bastidor 1 Phase 3 Phase 1 Phase 3 Phase Max. Max. Max. Pesos del motor ODP TEFC ODP TEFC ODP TEFC ODP TEFC (libras) 143T '/z,1,1'/z � 3/n,1,1�/z 3/n,1,1'/z 3/a,1,1'/z '/z,3/n '/z,3/a '/z,3/n,1 '/z,3/a,1 133/s 45 145T 2 � 2 2,3 2,3 1,1'/z 1,1'k 1'/z,2 1'/z,2 5�4 14'/a 5�G 53 . — — . _ _ I 18Z T I 3 � 3 5 3 2 2,3 3 3 � 16'/a � 74 184 T 5 3,5 7�/� 5 3 — 5 5 5�8 18Y8 5�8 95 213 T 7'/z � 10 7Yz 5 7'/z 7Yz 3 18 3 116 215 T 10 � — 15 10,15 — — � ��8 19'/a ��8 136 254 T — — 20 — — — — — , 215/s , 266 256T 25 20,25 10/s 233/a 10/a 264 284 T5/T — 30 Z5 — 125/s 24'/a 15 39Z Bedplate Dimensions and Weights,Pesos y dimensiones de la place de asiento NOTE: Motor Frame I Motor Bearing Frame Weight pbs.) 1.All pumps shipped in vertical discharge position. May be Bastidor HA HB HD HE HF HG HP� Shim Shim Cuna del Pesos rotated in 90°increments.Tighten casing bolts to 25 ft./Ibs. del motor I Cuna marco de cojinetes pibras) torq ue. 143 T 2. Dimensions in inches,weights in Ibs. Do not use for con- 145T �3�4 — structionpurposes. 182 T �0 28 8 3;/� 24 23/n 3/4 48 3. Motor dimensions and weights very with manufacturer. 3�4 _ 184 T NOTA: 213 T 1. Todas las bombas se embarcan con la descarga en posicion ver- 12 31 8'/� 4'/n 29 3 1 65 215 T tical.Esta posicion puede rotarse en incrementos de 90".Ajustar 254 T los pernos de la carcasa a una torsion de 25 piesllibras. 256T 13 4Z 9'/a 5'/a 38'/z 4 �3�4 1 110 2.Dimensiones en pulgadas,peso en libras.No utilizar para 284 TS/T 15 44 10'/z 53/a 40'/z 3'/� I — 13/n 124 fines de construccion. ""HP"Dimension at Motor end only.*Dimension"HP"al extremo del motor unicamente. 3.Las dimensiones y el peso de los motores varian de acuerdo al fabricante. GOULDS PUMPS 23 Commercial Water Commercial Water Specifications Especificaciones Typical Applications Aplicaciones tipicas Capacities to: Capacidad hasta: • Booster service • Servicio de refuerzo 550 GPM(125 m3/hr)at 550 GPM(125 m 3/hr)a 3500 RPM 3500 RPM S ra in s stems • Sistemas de rociado 350 GPM(79 m3/hr)at 350 GPM(79 m 3/hr)a 1750 RPM � p y g y 1750 RPM Cargas hasta: • Irrigation • Sistemas de riego Heads to: 280 pies(85 m)carga dinamica 280 feet TDH(85 m)at total a 3500 RPM 3500 RPM 67 pies(ZO m)carga dinamica • Water circulation • Circulacion de agua 67 feet TDH (20 m)at total a 1750 RPM 1750 RPM Presion de operation • Liquid transfer • Transferencia de liquidos Working pressure to: hasta: 175 PSIG(12 bars) 175 PSIG(1Z bars) • General purpose pumping • Aplicaciones de bombeo Suction pressure to: Presion de succion hasta: en general 100 PSIG(7 bars) 100 PSIG(7 bars) Maximum temperature to: Temperatura maxima: 212°F(100°C)with standard 212�F(100°C)con sello estandar seal or 250°F(121°C)with o Z50�F(121°C)con sello optional seal, optativo. Motor: Motor: NEMA standard JM frame or 1P BastidorNEMAIM estandar en el frame for 3656 or T-frame for modelo 3656 y bastidor NEMA T 3756.Open drip-proof,totally estandar en el modelo 3756.Las endosed fan cooled and explo- cubiertas disponibles son:abierta sion proof enclosures available. a prueba de filtracion, totalmente Single phase(115/208-230 encerrada con enfriamiento por V), '/z to 3 H P(208-230 ventilador y a prueba de explosio- V)5 HP and(230V only) nes.Monofasico(115/208-230 on 7'/z 10 HP Three phase V), '/z a 3 HP; (208-230 V) (208-230/460 V)standard 5 HP y(230 V solamente)7'/z a note that 20 and 25 HP are 10 HP. Trifasico(208-230/460 V) (230/460 V). estandar.Los motores de 20 a Direction of Rotation: 25 HP son de 230/460 V Clockwise viewed from motor Direccion de rotacion: end. Dextrorsa(sentido de las agujas del reloj)cuando se mira desde el extremo del motor. , GOULDS PUMPS Goulds Pumps and the ITT Engineered Blocks Symbol are registered trademarks and tradenames of ITT Corporation. Goulds Pumps y el simbolo ITT Engineered B/ocks son marcas registradas y marcas comerciales de ITT Corporation. SPECIFICATIONS ARE SUBIECT TO CHANGE WITHOUT NOTICE. LAS ESPKIFlCACIONES ESTAN SUJETAS A CAM810 SIN PREVIO AVISO. 36/37565 October(Octubre), 2006 �O 2006 ITT Corporation Engineered for li fe � • • • • � ' � • • 1 CI ass 125 Bronze Check Val ves Deancification H01'I�I'lltal 9dvlllg• F�Ii1'ld'Illg Typ2 • Y-PdttE�l'1• I�sistant F�newabl e S�t and Di sc � ,�Y��', � .�_.�:: �: 125 PSI/8.6 Bar Saturated Steam to 353°F/178°C � 200 PSI/13.8 Bar Non-Shock Col d Worki ng Pressure � �w �9+� '{�....�.1� •'..7 T 413 �� `�� llir�ded � � �� °,--�� OCN�S TO MSS SR80 � � MAT�IAL LIST PaRr s�a�ca�av �413 1. Eonnet E�-a�ASTM B 62 Solder 2. Body �-a�ASTM B 62 3. Fi r�ge R n �a�ASTM B 140 AI I ay C31400 a- � B 134 Al loy G23000 t 4. Di sc Harx�er �a�ASTM B 62 or a 304 Stainless Stcel'/a"thru 3/a" si�; + 5. Ffanc�er Nut �a�ASTM B 16 5 - � 6. Disc Hdder �'a�ASTM B62 ' �`.�� B 7. S�t Disc Water,CSI or C�as(Buna-N)(VV) st�m(TF�(Y) - - E�-ori�ASTM B 62(B) . .. .� �ftor�P(Vj -� 8. S�t Di sc Nut �a�ASTM B 16 or B 51 A 9. Fi nge R n R ug B-or�ASTM B 140 AI Io�C32000(r,�sno�r,) T-413 B NPf x NPf *10. Se�at Di sc WasF�' ASTM B 98 AI I oy�5600 a'A57N1 B 103 ` Sizes 3/a",1",1�/a",1�/z"and 2'only. 6 .� 1 i / �` �\ `� DI M B�ISI ON�WD C�-IT�QUANIIII ES _ _ _ Di mensi ons Size A B C T-413 S413 Master .�� . � I n. mm. I n. rrm. I n. mm. I n. mm. lbs. Kg. lbs. Kg. Ctn.(�ty. '/a 8 2.13 54 1.63 41 1.38 35 0.50 023 0.51 0.23 50 T-413-Y 3/s 10 2.13 54 1.63 41 1.31 33 0.47 0.22 0.48 0.22 50 NPf x NPf Yz 15 2.44 62 1.69 43 1.50 38 0.55 0.25 0.55 0.25 50 3/a 20 2.9�4 75 1.88 48 1.88 48 0.90 0.41 0.88 0.40 50 1 25 3.56 90 2.31 59 2.25 57 1.46 0.66 1.48 0.67 30 i 1 Ya 32 4.19 106 269 68 2.75 70 2.17 0.99 2.22 1.01 20 1 Yz 40 4.50 114 2.94 75 1.13 79 2.95 1.34 3.00 1.36 10 2 50 525 133 3.94 100 3.75 95 4.79 2.17 4.87 2.21 10 - - 2Yz' 65 8.00 203 5.06 129 5.06 129 11.48 5.21 10.48 4.76 5 3` 80 925 235 625 159 625 159 17.53 7.96 1529 6.94 4 I I Q'dering:T-413and�413 normallyfurnished with Bronze Disc(T-41�B)or(S413B). f�- C --�1 Both available with TFESteam Disc(T-4131�,(5-413-1�,or G1NP Disc(T-413-W),(S413W) S413W or 300'F67 PSI steam�iton Di sc(T-413�. Cx C * -C1ass 150(433)furni shed for these sizes. NIB�check valves may be installed in both horizontal and vertical lineswith upwardflow or in any intermediate position. They w i I I operate sati sfactori I y i n a decl i ni ng pl ane(no more than 15°). 'For detai l ed Operati ng Ressure,refer to Pressure Temperature Chart on page 109. Warni ng-Do Not Use For f�ci procati ng Ai r Compressor Servi ce. m NIB00 WG WCF�D F�4DG114RT9�• 1516 MI��'ST.• aW-WJ�f,IN 46516-4740• US4• R t 1.800234.0227 lE{]-IS9�A�H t 1.888.446.4226• FPJC 1.800.234.0557• IMHd�lA�1CNAl_CfR�R-t+1.574295.3221• FAX+1.57420.5.3455 www.nibm.mrri �,�e �� SYSTEM �� SENSOR° - T Tap Waterflow Detectors _ �._ System Sensor T-Tap Waterflow Detectors are designed forprimarysignaling in residential systems and branch line signaling in larger systems. �� `� ", J Features Both the WFDT retard model and the WFDTNR non-retard model fit •Sealed retard mechanism(Model WFDT) any tee that has a 1""NPT branch,including:1"",l Ya"",l Yz""and 2""NPT threaded ferrous and brass tees;1", l Y4", 1�/z"and 2°copper sweat •Visual switch activation(Model WFDT) tees;Tyco,SpearsT,Victaulic"and NIBO brand 1°CPVC tees;and 1'/�"" •Twelve differentflexible plastic paddles polybutylene tees. •Vertical or horizontal mount Design.The design of the WFDT and WFDTNR makes them easy •Durable,tamper-resistant enclosure to install and simple to maintain.Either can be mounted in the •Dual SPDT switches in durable terminal block vertical or horizontal position.Two conduit openings permit easy •Sizes marked on flexible plastic paddles attachment to the local alarm system.The retard mechanism(Model WFDT only)and switch assemblies are field-replaceable. •100 percent synchronization activates both alarm panel and local bell •Accommodates up to 12 AWG wire Features.Twelve different flexible plastic paddles fit 1°,1'/4"",1'/z""and 2""tees.Sizes are marked clearly on the paddles for ease of installation. Plastic paddles slip over the actuating lever and are securely fastened with one screw.The handy depth gauge ensures the proper installation depth and dearance of the detector to the tee. Construction.The WFDT and WFDTNR indude a durable,tamper- resistant enclosure and rugged switch assembly.The robust covers completely endose the electrical components to keep out dust and dirt.Improved self-guiding security screws and removal tools make the detectors resistant to tampering and simplify field maintenance. Dual SPDT switches are endosed in a durable terminal block for added strength. Agency Listings �� T � � U�C ��' MEA LISTED O s�k`� approved 5739 G169 7770-1653:i14 ib7-93-E T-Tap Waterflow Detector Specifications Model shall be a WFDT or WFDTNR as manufactured by System Sensor.T-tap waterflow detectors shall be installed on a tee that has a 1"NPT branch induding: 1"",1'/4"",P/z""or 2°threaded ferrous or brass tee;1-2""copper sweat tees;Tyco,Spears,°Victaulic°and NIBCO brand 1°CPVC tees;or P/z""polybutylene tee as designared on the drawings and/or as specified herein.Derectors shall mount on any dear pipe span of rhe appropriate size,either a vertical or horizontal run at least 6'"from any fittings or valves that may change water direction,flow rate,or pipe diameter or no doser than 24""from a valve or drain.Detectors shall have a sensitivity in the range of 4 to 10 gallons per minute and a static pressure rating of 250 psi.The retard t-tap detector shall be a sealed mechanical pneumatic unit with visual indication of actuation.The actuation mechanism shall indude a polyethylene vane inserted through the tee fitting and connected by a mechanical linkage to the delay mechanism.The non-retard t-tap detector shall respond with no time delay to waterflow in the specified direction and range.Outputs shall consist of dual SPDT switches(Form C contacts).Two conduit entrances(one of which is a knockout type)for standard fittings of commonly used electrical conduit shall be provided on the detectors.A grounding provision is provided.All detectors shall be listed by Underwriters Laboratories for indoor or outdoor use. •. Static Pressure Rating 250 PSI Operating Temperature Range 32°F to 120°F(0°C to 49°Q Maximum Surge 18 FPS Endosure Rating UL indoor/outdoor rated Triggering Threshold 4-10 GPM CoverTamper Switch UL models:optional P/N 546-7000 Bandwidth(Flow Rate) ULC/Canadian models factory installed Overall Dimensions, WFDT:4.5""H x 3J5""W x 6.7""L Service Use Automatic Sprinkler:NFPA 13 Installed (11.4cm H x 95cm W x 17cm L) One orTwo Family Dwelling:NFPA 13D WFDTNR:3J5""H x 325""W x 4.25`L Residential Occupancies up to 4 Stories:NFPA 13R (95cm H x 8.2cm W x 10.8cm L) National Fire Alarm Code:NFPA 72 Contact Ratings Two sets of SPDT(Form C) Shipping Weight WFDT:2.6 Ibs.(1.2 kg.) 10.0 A@ 125/250VAC WFDTNR:1.5 Ibs.(OJ kgJ 25 A @ 24 VDC CompatibleTee Threaded ferrous and brass tees,copper Warranty 3 years Fittings sweat tees,CPVC tees,and polybutylene tees Conduit Entrances Two openings for'/z°conduit U.S.Patent Numbers 5,213,205 Electrical Connections for WFDT Delay Adjustment Dial SSM24-X NOTE:COMMON AND 8-NO oE�nv UL-LISTED CONNECTIONSWILLCLOSE no�usiMENr �. COMPATIBLE SSV120-X yyHEN VANE IS DEFLECTED,I E, oin� pN D�AL IS qpp� CONTROLPANEL WHEN WATER IS FLOWING.DUAL � �Q, �E�Y IN gECRpk SWITCHES PERMIT POWER APPLICATIONS TO BE COMBINED ��J�� ON�iS qJ�� 24VDC OR ON A SINGLE DETECTOF. �Q 120VDC - CONTACT RATINGS � � INITIATING SUGGESTEDEOL �ZS/250VAC 10AMPS � � � LOOP RESISTOR p4VDC 2.SAMPS SCHEMATIC OF �O� INDIVIDUA� � U�O �4J SWITCH IN com � NO WATERFLOW" coNOiTioN �a-NO 45 Ri1C B�MO Bi10 R�IC O O O BREAKWIREAS 5w1TCH I SwlTa1 2 SHOWN FOR SUPERVISION OF n��Qy CONNECTION.DO � �� NOTALLOW 7L� STRIPPED WIRE LEADS TO EXTEND qOTE:RETAFD TIME MAV E%GEED 90 SECONDS.ADJUST O'�e �� O BEYONDSWITCH NUMBEPION�ALISAPPROXSMA�TETxMEpE9qyNCONpS. � Q HOUSING.DONOT SECOn�oswrtHnNnccuancvoF+,-sa��,. LOOP WIRES. Ordering Information .- WFDT WFDTA Waterflow Detector,Fits 1"",1Y4",1Yz",2""ferrous and brass threaded tees;1`,1'/a",1'/z°,2"copper sweat tees,1"CPVC tees;and P/z""polybutylene tees WFDTNR — Waterflow Detector,non-retard,fits same tees as Model WFDT Accessories Description A77-01-02 Replacementterminal blockforWFDT A77-Ol 08 ReplacementterminalblockforWFDTNR A3008-00 Replacement retard mechanlsm PRK9 Replacement paddle kit-12 paddles for WFDT and WFDTNR(see WFDT for sizes) 546-7000 Cover tamper switch kit for WFDT 507-66-02 Replacement tamper screws for covers of WFDT,WFDTNR WFDW Replacement tamper-proof wrench for cover of WFDT,WFDTNR WFDN4 NEMA 4 gasket kit C58-164-01 Replacement metal cover C58-195-01 Replacement plastic cover(WFDTNR) �� Spe� '�aregisteredtrademarko([he5pezrzNlan�faaur'nyCo p y��[aullc g tered d kof[h V�[uf�Comp iyotAr�erica. SYSTEM ��=Y�1e�Sef1$O 3825�h10 f�V2YlUe St.�{ldY�eS,��6�174 'oductspe6�ca�onssub�cttorn ngcwim,out otce.uis�sysremscnsor.comfor �� R Ph0112:8��-SENS�RZ•FdX:63�-3��-6495 curcen[produc[Inforrna[ion,�mduding[helarestversionotthlsdatasheet A05-0195-013•1/09•II1923 _ • • . . . . � • � - � Wa�ter Tube oontinued . � . � .• • ..--�- • �- : TYFE"M° Ft�rdQrawnQily. 24ft.(6.1m)StraightLengths l�ge: For 9er�"�purpose pl urrbi ng,heati ng arid drainage ir�stallatiais. Tdera��s F-�-d LTawn (F�-d Q-aNm Q1Y) Qrtside TubingCD Norrinal W�II Waght �rsting SafeWaidng Norrirr� Diarr�,#er lYiidviess Fd-Foot Ressure" Ress�areB WaterTube Min. Max 5�(In lixhes) Inch (rrrn) Inch (rrm) Inch (rrm) Irx:h (rrm) Lb (k9) psi (bars) psi (bars) 1/4 0.375 (9.53) 0.373 (9.4� 0.376 (9.5� f�YA f�YA f�YA f�UA f�UA f�YA f�UA f�YA 3�8 0.500 (1270) 0.497 (1252) 0.501 (1273) 0.025 (0.64) 0.145 (0.0� t�UA f�YA 855 (�) 1/2 0.5L5 (15.88) 0.572 (15.80) 0.5L6 (15.90) 0.028 (0.71) 0.204 (0.09) 6135 (423) 741 (51) 5�8 0.750 (19.05) 0.747 (18.9� 0.751 (19.08) f�YA f�YA f�YA f�UA t�UA f�YA f�YA f�YA 3�4 0.875 (7L23) 0.872 (2215) 0.876 (2225) 0.03� (0.81) 0.328 (0.1� 4717 (325) 611 (42) 1 1.125 (28.58) 1.122 (28.50) 1.127 (28.Gi) 0.035 (0.89) 0.466 (021) 3866 (266) `�OE'i (3� 11/4 1.375 (34.93) 1.372 (34.85) 1.377 (34.9R) 0.042 (1.0� 0.682 (0.31) 3875 (26� 507 (3� 11/2 1.5L5 (41.28) 1.521 (41.1� 1.527 (41.33) 0.049 (1.24) 0.9�0 (0.43) 3560 (245) 497 (34) 2 2125 (53.98) 2121 (53.8� 2127 (54.03) 0.058 (1.4� 1.460 (0.66) 2935 (202) 448 (31) 21/2 2625 (66.68) 2621 (66.5� 25Z7 (66.73) 0.065 (1.65) 2030 (0.92) 2800 (193) 411 (28) 3 3.125 (79.38) 3.121 (79.2� 3.127 (19.43) 0.072 (1.83) 2680 (1.71) 2666 (184) 380 (26) 31/2 3.5L5 (�.C�) 3.521 (91.9� 3.627 (�.13) 0.083 (211) 3.580 (1.62) I�UA f�YA 378 (26) 4 4.125 (104.78) 4.121 (104.6`� 4.127 (104.83) 0.095 (241) 4.660 (211) 7115 (153) 377 (26) 5 5.125 (130.18) 5.121 (130.0� 5.127 (130.23) 0.109 (27� 6.660 (3.02) 2490 (172) 349 (24) 6 6.125 (155.58) 6.121 (155.4� 6.127 (155.63) 0.171 (3.10) 8.920 (4.05) 2000 (138) 328 (23) 8 8.125 (206.38) 8.119 (206.71) 8.127 (206.43) 0.170 (4.32) 16.500 (1.48) 2285 (158) 344 (24) 10 10.125 (257.18) 10.119 (257.02) 10.127 (257.23) 0.212 (5.38) 25.600 (11.61) �UA f�YA 344 (24) 12 12125 (307.98) 12119 (3W.ffi) 12127 (308.03) 025� (6.45) 3G.700 (16.65) f�UA f�l/A 345 (24) Note:IrrforrrErtion and data oartained i n these charts,�taken from ASTM S�edf cations B 88. F�ated i rrterr�al press�ae for m�er water tube L�sed on the strength of the tube alone arxJ appl icable to systerrs usi ng suitable rredx�nical ja rrts. "&-ued on acival laboratorytest data pradided by Q�pper�oprerrt Assodation,Inc. e�Sed�pm 150°F(65.6°G)with an al lavable stress of 9500 psi(6681�a). U.S astorrnry�its in tHs doaxr��t are the starxiard;the rr�ric ur�ts a�e pro�ided fa- reference only.lhe values stated in each systema-e not exad eq�ivalerrts. m NIBO�INGWCFID�• 1516MID�L�Lk2�'ST• BF4-WK�IN46516-4740• US�,• R-t1.S00234.0227 1H}i SB�v1C6 F}t 1.888.446.4226• FAX 1.800234.0557• I NTffdVAll WAL S@ZvICE FFt+1.574295.3221• F�C+1.574.295.3455 www.niboo.�m Bulletin 135 Rev.G � c � o Model F1 � Residential Sprinklers for W Design Density of .05 gpm/ft2 � < � Model F1 Res Sprinklers engineered for the lowest flows to meet the minimum design density of.05 gprn/f�t� ! -�-� �. , �a�� '` � �� 'i;y Types: -" -. �� `'�� 1. F 1 R e s 3 0 P e n d e n t _ - -- 2. F1 Res 30 Recessed Pendent/F2 --- - -- 3. F1 Res 30 Recessed Pendent/F P F1 Res 30,49,58&76 F1 Res 30,49,58&76 I 4. F1 Res 49 Pendent Recessed Pendent/F1 Recessed Pendent/FP 5. F1 Res 49 Recessed Pendent/F1 6. F1 Res 49 Recessed Pendent/FP 7. F1 Res 58 Pendent 8. F1 Res 58 Recessed Pendent/F1 � � �' ��, ,�`s � �..=,r 3.. 9. F1 Res 58 Recessed Pendent/FP �. �, 10. F1 Res 76 Pendent ,�� 3 11. F1 Res 76 Recessed Pendent/F1 12. F1 Res 76 Recessed Pendent/FP F1 Res 30, 49, 58&76 F1 Res 44&58 I 13. F1 Res 30 CCP Pendent CCP Pendent Recessed HSW/F2 I 14. F1 Res 49 CCP Pendent 15. F1 Res 58 CCP Pendent � 16. F1 Res 76 CCP Pendent � -��,� � 17. F1 Res 44 H SW ".y, �� 18. F1 Res 44 Recessed HSW/F2 � � t �� 19. F1 Res 58 HSW 20. F1 Res 58 HSW Recessed HSW/F2 21. F1 Res 44 SWC F1 Res 44 SWC F1 Res 40 Recessed 22. F1 Res 40 HSW HSw/F2 23. F1 Res 40 Recessed HSW/F2 The low flow F1 Res sprinklers are specially engineered for fast thermal response to meet the sensitive fire protection application needs of the latest Listings & Approvals residential market standards(UL 1626 Standard). Upon 1. Listed by Underwriters Laboratories Inc. and fire conditions, rising heat causes a sprinkler's UL Certified for Canada (cULus) heat-sensitive glass-bulb to shatter, releasing the I 2. NYC MEA 258-93-E waterway for water flow onto the deflector, evenly Slope Ceiling Approvals: Refer to Bulletin 035 distributing the discharged water to control a fire. Sprinklers for .10 Density: Refer to Bulletin 176 Technical Data: • Thermal Sensor: Nominal 3mm glass-bulb UL Listing Category • Sprinkler Frame : Brass Casting Residential Automatic Sprinkler • Sprinklers' Pressure Rating : 175 psi UL Guide Number Factory Hydrostatically Tested to 500 psi VKKW • Thread Size: '/2" NPT (R'/2) I • K-Factor: 3.0 (Actual) - F1 Res 30 Pendent Sprinkler Patents 4.9 (Actual)-F1 Res 49 Pendent Sprinkler US Patent No. 6,516,893 applies to the 5.8 (Actual) - F1 Res58Pendent&HSWSprinkler Model F1 Res 49 & 58 Pendent Sprinklers 7.6(Actual)-F1 Res 76 Pendent Sprinkler 4.4(Actual)-F1 Res 44 HSW Sprinkler Product Description 4.0(Actual)-F1 Res 40 HSW Sprinkler Model F1 Res Pendent sprinklers(Figs. 1,2,3,&4)are • Density: Minimum 0.05 gpm/ft2 fast response sprinklers combining excellent durability, qpplication high sensitivity glass-bulb and low profile decorative Model F1 Res Sprinklers are used for Residential Fire design. The F1 Res Horizontal Sidewall sprinklers(Figs. Protection according to UL 1626 Standard*. Be sure 5,6&7)are equally attractive when above ceiling piping that orifice size, temperature rating, deflector style and cannot be used. sprinkler type are in accordance with the latest The 3mm glass-bulb pendent sprinklers permit the published standards of The National Fire Protection efficient use of residential water supplies for sprinkler Association or the approving authority having , coverage in residential fire protection design. jurisdiction. I The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Installation Models F1 Res sprinklers are to be installed as SWC sprinklers use only the Model GFR2 sprinkler shown. Model F1, F2 and FP Escutcheons, illustrated wrench; for installing Model F1 Res Recessed HSW herewith,are the only recessed escutcheons to be used sprinklers use only the Model GFR2 Sprinkler Wrench. with Model F1 Res sprinklers. Use of any other Use of wrenches other than those specified may recessed escutcheon will void all approvals and damage these sprinklers. Install F1 Res 44 and 40 HSW warranties. For installing Model F1 Res Pendent with a ceiling to deflector distance of 4"-12". Flow arrow sprinklers use only the Model D sprinkler Wrench; for on deflector must point away from near wall and "Top" installing Models F1 Res Recessed Pendent, CCP & marking must face ceiling. • Model F1 Res 30 Recessed Pendent/ F2 • Model F1 Res 30, 49, 58 & 76 Pendent • Model F1 Res 49, 58 & 76 Recessed Pendent/ F1 ;> - � r . �� n � � � ��`��` � � .,a�!�1 ', �+ �, :;� � �- �� . . `� : _ � _�� .�,� �,— ��` �.� �.�� F1 escutcheon, /" (19mm) adjustment 1 I/I'HOLE OL0. (51.7mm) r/ � I IS/16'041. I � � (19.7mm) I � _�� — �– — _ = _ _ I — � — !'X I/1'REOULER I 7URM'CIXLAF UNlIL I 7K•H7 AWMST$PRINNLER IYRENCt/BO55. B- � -I fACE OF F17TMG 10 CEiLiNG OiNENS/ON �vii o°°•� ANUSiMEN1 I � I I (J.]mm) I A' � � 735FC03 �35FG01 �zi�JZ au' (n.amm) Fig. 1 Fig. 2 Escutcheon*, F1 or F2, Data: Adjustment °°q°° Face of fitting to Ty� Inch(mm) Inch(mm) In h�(m) F1 %(19.0) Min.=3/„ (19.1) %s-'%s�4.7-24.0) Max.=1%"(38.1) F2 '/,(12.7) Min.='%�°(23.8) a/,s-'%s�4.7-17.4) Max.=1 2"(38.1) *Note: Escutcheons F1 or F2 may be used with Model F1 Res 49, 58&76 Recessed Pendent 2. Technical Data: F1 Res 30 Pendent and Recessed Pendent Nominal Spnnlder Max. M�• Actual Sprinlder Thread Orifice Temp. p�u� Ambierrt K �� Si� Inch Ratin psi Tem . Inch (mm) �F �C (bar) oF oC Factor (mm) %"NPT 2164��8 2� 155 68 175(12) 100 38 3.0 2.25(57) (R,z) 175 79 Deflector-to-ceiling Mauimum 1" (25mm)to 4" (100mm) Max. Sprinkler Sprinkler Flow Pressure Spacing Identification ft (m) 9Pm(Lpm) psi(bar) Number(SIN) 12 x 12(3.6x3.6) 8(30.3) 7.0(0.48) R3511 14 x 14(4.3x4.3) 10(37.8) 11 (0.76) Technical Data: F1 Res 49 Pendent and Recessed Pendent Nominal Sprinlder Max. M�. Actual Sprinlder Thread Orifice Temp. p�u� Ambierrt K �� Size Inch R��n psi T� • Inch (mm) �F �C (bar) oF oC Factor (mm) �/"NPT ,�� 155 68 100 38 z(R'z) /16��11) 175 79 175(12) 150 66 4.9 2.25(57) Deflector-to-oeiling *Deflector-to-ceiling Ma�cimum 1"(25mm)to 4"(100mm) Maximum 4" (100mm)to 8"(203mm) Max.Sprinkler Sprinkler Max.Sprinkler Sprinkler Flow Pressure Flow Pressure Spacing m L m si bar ldentification Spacing m L m si bar ldentification ft (m) gp � p � p � � Number(SIN) ft m gp � p � p � � Number SIN 12 x 12(3.6x3.6) I 13(49) 7.0(0.48) 12 x 12(3.6x3.6) 15(57) 9.4 (0.65) 14 x 14(4.3x4.3) I 13(49) I 7.0(0.48) 14 x 14(4.3x4.3) 16(60.5) 10.6(0.73) 16 x 16(4.9x4.9) I 13(49) 7.0(0.48) R3516 16 x 16(4.9x4.9) 17(64.3) 12.0(0.83) R3516 18 x 18(5.5x5.5) 17(64.3) 12.0(0.83) 18 x 18(5.5x5.5) 19(72) 15.0(1.0) 20 x 20(6.1 x6.1) 20(75.7) 16.7(1.14) 20 x 20(6.1 x6.1) 22(83.2) 20.2(1.4) *Note: The F1 Res 49 pendent and recessed pendent residential sprinklers can be installed per NFPA 13 in beamed ceilings meeting the following criteria: 1. Maximum beam depth = 7" (178mm) 2.Beam spacing at or greater than 7.5 ft.(2.3m)on center. Technical Data: F1 Res 58 Pendent and Recessed Pendent Nominal Sprinkler Mau. M�• Sprinkler Thread Orifice Temp. pressure Ambient K Length Size Inch Ratin psi Tem . Factor Inch (mm) �F �� (bar) �F �� (mm) ��(�N jT %"(13) 175 7g 175(12) 160 66 5.8 2.25(57) Max.Sprinkler Ceiling-to- Sprinkler Flow Pressure Spacing Deflector ldentification ft m 9pm(Lpm) ps�(bar) Inch mm Number SIN 12 x 12(3.6x3.6) 16(61) 7.6(0.53) 14 x 14(4.3x4.3) 16(61) 7.6(0.53) 16 x 16(4.9x4.9) 16(61) 7.6(0.53) �25-00) R3513 18 x 18(5.5x5.5) I 19(72) 10.8(0.75) 20 x 20(6.1x6.1) 22(83.3) 14.4(1.0) 3. Technical Data: F1 Res 76 Pendent and Recessed Pendent Nominal ��' M�c � SpriiWer Thread Orifice T� Pres�re � K Lengtli Size Inch psi T Fac�on c�h �mm) °F °C ��r) °F °C (mm) 3/"NPT �%�" 155 68 175(12) 100 38 �6 2.25(57) (R%) (13.5) 175 79 150 66 Max.Sprinkler Sprinkler Flow Pressure Spacing Identification � m gpm(Lpm) psl(bar) Number SIN 12 x 12(3.6x3.6) 21 7.6(0.53) 14 x 14(4.3x4.3) 21 7.6(0.53) 16 x 16(4.9x4.9) 21 7.6(0.53) R7618 18 x 18(5.5x5.5) 21 7.6(0.53) 20 x 20(6.1 x6.1) 23 9.2(0.63) • Model F7 Res 30, 49, 58 & 76 • Model F1 Res 30, 49, 58 & 76 CCP Pendent Recessed Pendent/ FP ;��: � ', �,� � ;, ;;,. ��""�, � � �'�. �_ � .,_,�_,,, - �'�'�� -- - W _ �W FP push-on/thread-off escutcheon 2 S�Fs"[66Jrnrn] DIA. 2 5/a"oiA.[6s.n.,mJ HOLE M CEICWG 2 S/>ti° DIA. HOLF lN CEl(.JNG [58Jmm] ' z s/re°oia. CUP � �'—__ —a (sa.�mm) CUP 7'k 1/2° RF�iUrFR L— —� ��=—�� CUF � . �� I I r"x i/2"aeoucER `'� � ---�----- CEILING � ��'--� -- '1-- � '09�tl'� > 7/4"(37.S�nm] V / �_,� nnax FacE oF FirnNC \ / � ; ro FacE oF cEiuN� � � �-� DIMENSION � L J ,%{» � ,.8., CENING rouER Ao✓usrnnFNr i�ciciir � @��1i� � �iz°�3a.�mm�MAX. ; 1 FACE OF F177/NG i (` r0 FACE OF CEILING �\�-\�:� DIMENSION �\� � 3 5�16° DIA. �.�S�G�� 84.7mm� I � 1/2"[13mmJ MAN. F1 RES 30, 49, 58 �c 76 CCP PEND. FPAp1U5rMENT +� Fig. 3 Fig. 4 NOTE: The F1 Res 76 will use a 1"X 3�4� reducer. 4. Technical Data: F1 Res 30 CCP Pendent and Recessed Pendent/ FP Nominal �rinlder � Max. S�rinlder Thread Orifice Temp. �� ' Ambierrt K Lengtli Size Inch Rahig � �.� Temp. Factor Irtch (mm) oF °C °F C I °F °C �� ,Z RP� ��%4'(8.2) 155 68 135 57 175(12) 100 38 3.0 (57) I , Max. Sprinkler Sprinkler Spacing Flow P�u� Ident'rfication ��m� gpm(Lpm) psi(bar) Number(SIN) 12 x 12 3.6x3.6 8 30.3 � 7.0 0.48 14 x 14(4.3x4.3) 11_(41 6� � 13.4(0.92)_ R3511 Technical Data: F1 Res 49 CCP Pendent and Recessed Pendent/ FP Nominal �riilder � �, �. CCP Options Data: Thread Orifice Temp. �� Amhient K Le�x�tlh "A" "B" Size InCh RaGng �' Temp. Fac.'toY hCh Cover Adjustment CCP Height (mm) �� - - (rryp� Inch(mm) Inch(mm) °F °C °F °C °F °C ,�z„ %(12.7) '%s�24) NPT '/,6"(11) 155 68 135 57 175(12) 100 38 4.9 2.25 s a R�/z (57) /,s�7.9) /�19) Max.Sprinkler Flow Pressure Sprinkler FP Data "A": Spacing . Identification ft(m) 9pm(Lpm) psi(bar) Number(SIN) FP Position Inch(mm) 12 x 12 3.6x3.6 13 49 7.0 0.48 14 x 14 4.3x4.3 13 49 7.0 0.48 Max. Recessed '/16(11) 16 x 1F(4 9x4�� . 14(�� 8 2(Q,56) R3516 Min. Recessed �%s(24) 18 x 18 5.5x5.5 18 68.1 13.5 0.93 20 x 20 6.1x6.1 20 �5.� 16.7 1.14 Note: Sprinklers shown in Fig. 3 and Fig. 4 are not suitable for installation in ceilings which have positive pressure in the space above. Technical Data: F1 Res 58 CCP Pendent and Recessed Pendent/FP Nominal Sprinlder � Max Man. Sprinlder Thread Orifice Temp. �� Pres�.re Ambierrt K LengUi S'�ze Inch Ra�r�g �' psi Temp. Faction c�h (mm) oF o� oF o� (bar) oF o� (mm) Yz'RNPT /��(13) 155 68 135 57 175(12) 100� 38 5.8 2.25(57) Max.Sprinkler Sprinkler Flow Pressure Spacing Identification ft m 9pm(Lpm) psi(bar) Number SIN 12 x 12 3.6x3.6 16 61 7.6 0.53 14 x 14(4.3x4.3) 1_6(61�_. 7.6(0.53) 16 x 16 4.9x4.9 16 61 7.6 0.53 R3513 18 x 18 5.5x5.5 19 72 10.8 0.75 20 x 20 6.1 x6.1 22 83.3 14.4 1.0 Technical Data: F1 Res 76 CCP Pendent and Recessed Pendent/FP Nominal SprimWer � Ma�c Max. Thread Orifice Temp. �� Pr�.r� Amuient K � Size Inch Ra�g � psi Temp. Factior �� mm� °F °C I °F �� bar) oF o� 3/"NPT �%z" 155 68 135 57 175(12) 100 38 �6 2.25(57) R3 4 13.5 175 79 150 66 Max. Sprinkler Sprinkler Spacing Flow Pressure Iderrtification ft m 9pm(Lpm) psi(bar) Number IN 12 x 12 3.6x3.6 21 7.6 0.53 14 x 14 4.3x4.3 21 7.6 0.53 16 x 16 4.9x4.9 21 7.6 0.53 R7618 18 x 18 5.5x5.5 22 8.4 0.58 20 x 20 6.1 x6.1 25 I 10.8 0.74 5. • Model F1 Res 44 & 58 HSW • Model F1 Res 44 & 58 Recessed HSW/F2 �.��°`� _�.�_ -- �� ; �� 1'� - j.;.l� ��. [ �' - �). � ' R., =�'-e� �'y;�� '�;`� � � ; � �� . F2 escutcheon, /" (13mm) adjustment Technical Data: F1 Res 44 HSW & HSW/F2 Escutcheon, F2, Data: Nominal ��' Max. � Ider Face of Fitting Tl�read Orifice T� Press�re �►� K � Ty� Adjustment to wall Sme Inch � p� T �. � Inch(mm) Inch mm (Itllll) °F °C (bar) °F `C (Itltl'1) F2 %�13) %s-'%s�4.7-17.4) ��RN�T 3/"(10) 175 7g 175(12) 1b0 66 4.4 2.45(62) Mau.Sprinkler �ili g-to- Sprinkler Temp. Flow p�ssure Sprinkler Spacing peflector Rating Jpm psi(bar) Identification ft(m) Inch mm F(°C) (Lpm) Number(SIN) 12 x 12(3.6x3.6) 155(68) 175(79) 12(45.4) 7.5(0.52) 14 x 14(4.3x4.3) 155(68) 175(79) 14(53.0) 10.2(0.71) 16 x 16(4.9x4.9) q_g 155(68) 175(79) 16(60.6) 13.3(0.92) 16 x 18(4.9x5.5) (101-152) 155(68) 175(79) 18(68.1) 16.8(1.16) I 18 x 18(5.5x5.5) I 155(68) 175(79) 19(72.0) 18.7(1.29) I 16 x 20(4.9x6.1) I 155(68) 175(79) 23(87.1) 27.4(1.89) R3531 12 x 12(3.6x3.6) � 155(68) 175(79) 14(53.0) 10.2(0.71) 14 x 14(4.3x4.3) 155(68) 175(79) 16(60.6) 13.3(0.92) 16 x 16(4.9x4.9) 155(68) 175(79) 17(64.4) 15.0(1.04) 6-12 (152-305) 16 x 18(4.9x5.5) 155(68) 175(79) 20(75.7) 20.7(1.43) 16 x 20(4.9x6.1) 155(68) 175(79) 23(87.1) 27.4(1.89) 6. Technical Data: F1 Res 58 HSW & HSW/F2 Escutcheon, F2, Data: Thr�d Orifice I T�� P�,re �rt I( � Type Adjustment Faceo�aitting S�e Inch �nJ p� Temp. � � Inch(mm) �nch(mm (mm) °F °C (bar) � � � � (mm) F2 %(13) 3/,s-"/,s(4.�-1�.4) '/z"NPT /��(13) 155 68 175(12) 100 38 5.8 2.45(62) (Rh) 175 79 150 66 Mau.Sprinkler A Sprinkler Temp. Flow Sprinkler Ceiling-to- Pressure Spacing Rating gpm Identification ft(m) �flector �F(°C) (Lpm) psi(bar) Number(SIN) Inch(mm) 12 x 12(3.6x3.6) 155(68) 175(79) 16(60.6) 7.6(0.53) 14 x 14(4.3x4.3) 155(68) I 175(79) 18(68.2) 9.7(0.67) 16 x 16(4.9x4.9) (101-5 2) 155(68) I 175(79) 21 (79.5) 13.2(0.91) 16 x 18(4.9x5.5) 155(68) 175(79) 25(94.7) 18.6(1.28) 16 x 20(4.9x6.1) 155(68) 175(79) 29(109.8) 25(1.73) R3533 12 x 12(3.6x3.6) 155(68) I 175(79) 22(83.3) 14.4(1.0) 14 x 14(4.3x4.3) g_12 155(68) 175(79) 22(83.3) 14.4(1.0) 16 x 16(4.9x4.9) (152-305) 155(68) I 175(79) 26(98.4) 20.1 (1.39) 16 x 18(4.9x5.5) 155(68) 175(79) 31 (117.4) 28.6(1.97) 7. • Model F1 Res 44 SWC � . .. <-�o i2,. �"` (701.60mm To �� 1 1/4"(31JSmmJ Max�mum 304.80mmJ ;.j'; �`� Foce Of FrtLng PUSH ON COVER, THEN '�.��-y� � To Wall D�mens�on TURN TO ADJUST UNTIL ��"' �� TIGHT AGAINST WACL. .r� y� , 1"X 1/2"Reducer �4�� a `��`� Recommended ,1ui�� `� �� Wall Hole 2 5/16"" � :'y�r 2 5/8' (58J4mmJ� --- - - -�- (66.68mm) Dio. 3 5/16'" I �i�i� (84.14mm) Dlo. �� ' � Dio. �r�I 7URN COLLAR UNTIL �� TIGNT AGAINST SPRINKLER � 2��3z.. WRENCH BOSS. `�' (42.07mmJ IJSFCO] � 1�2��12.70mm� Adjustment F1 RES 44 SWC Fig. 5 Technical Data: F1 Res 44 SWC Nominal ��' C,�.T� Max. � �Wer TFre�d Orfice T� � Pres�.re q�T� K LengUi S�e Inch ��J psi F�ctor Inch (mm) � � � � (bar) � � (mm) ��RN�T %"(10) 155 68 135 57 175(12) 100 38 4.4 2.45(62) Mau.Sprinkler A�� Flow Sprinkler Spacing ��ling-to- gpm Pressure Identification ft�m� InDceh mm ��pm) psi(bar) Number(SIN) � 12 x 12(3.6x3.6) 13(49.2) 8.7(0.60) 14 x 14(4.3x4.3) 14(53.0) 10.2(0.71) 16 x 16(4.9x4.9) �101_6 2� 17(64.3) 15.0(1.1) 16 x 18(4.9x5.5) 19(71.8) 18.7(1.13) 16 x 20(4.9x6.1) 23(87.1) 27.4(1.89) R3531 12 x 12(3.6x3.6) 14(52.9) 10.2(0.71) 14 x 14(4.3x4.3) g_12 � 15(56.7) 11.7(0.81) 16 x 16(4,9x4.9) (152-305) 18(68.1) 16.8(1.16) � 16 x 18(4.9x5.5) � � 20(75.6) i 20.7(1.43) 8. 2. • Model F1 Res 40 Recessed • Model F1 Res 40 HSW HSW/F2 � � � . � ,�- �, �. �-,. � , � r��r�� a= ., t- � � . � �� F2 escutcheon, y" (13mm) adjustment � FA�E oF F„�,N� �o - WALL D/MENSION 1 1�4"M/N. [3 i.amm) -2 �/�°NocE ora �/e.. q. [SZ2mm] �32mm] CE/L/NC TO DEFLEC70R i"X 7�2"REDUCEl7 DIMENSION �� _�P� r , 7 75/76°DIA-A/�ii�i�� ' I [ae.z „] ��„�� - z z�/3z"oia. 1 � �ii ', __ C722m,�n] 1- `- _ � Y �V TUl7N COLLAR UNTIL 7/Gl-l7 AG.4/N57 SPRINKLER � WRENCh/ QO55. � � � 1�2°(73mm� ;35FGO6-C AUJUSTMEN7 135FG05 F1 RES 58, 44 & 40 HSW/F2 Fig. 6 Fig. 7 Technical Data: F1 Res 40 HSW & HSW/F2 Escutcheon, F2, Data: � TF�reAd Orifice I T�p�� Pres�,re a�►'rt I( �� Ty� Adjustment Fac{o aitting Sme Inch � T F�. � _ Inch(mm) Inch(mm) (1'nnl) °F �C (bar) `f °C (nln'1) F2 %z�13) %s-'%;s(4.7-17.4) '/z"N PT 3-� 155 68 100 38 (R'/z) �8 �10� 175 79 175(12) 150 66 4.0 245(62) , Mau.Sprinkler Sprinkler Temp. Flow Sprinkler Spacing �iling-to- Rating gpm P�SU� Identification ft(m) �flector �F(°C) (Lpm) psi(bar) Number(SIN) Inch mm 12 x 12(3.6x3.6) 155(68) 175_(79� 13(49.0) 10.6(0.73) 14 x 14(4.3x4.3) 155(68) 175(79) 16(60.5) 16.0(1.10) . 16 x 16(4.9x4.9) 155(68) 17(64.3) 18.1 (1.24) 16 x 16(4.9x4.9) �101-5 2) 175(79) 18(68.1) 20.2(1.39) 16 x 18(4.9x5.5) 155(68) 175(79) 20(75.7) 25.0(1.72) R3538 18 x 18(5.5x5.5) 155(68) 175(79) 22(83.3) 30.2(2.08) I 16 x 20(4.9x6.1) 155(68) 175(79) 23(87.0) 33.1 (2.28) 12 x 12(3.6x3.6) 155(68) 175(79)_ 13(49.0) 10.6(0.73) 14 x 14(4.3x4.3) 6-12 155(68) 175(79) 17(64.3) 18.1 (1.24) (152 305) 16 x 16(4.9x4.9) 155(68) 175(79) 20(75.7) 25.0(1.72) I 9. Finishes�'� Ordering Information Specify: Standard Finishes 1. Sprinkler Model Sprinkler F1, F2, FP Cover Plates 2. S rinkler T e Escutcheons p yp gronze Brass White Painted 3. Temperature Rating Chrome Plated Bright Chrome Plated Chrome 4. Sprinkler Finish White Polyester White Painted Coated 5. Escutcheon Finish Special Application Finishes _ _ 6. Cover Plate Finish � Sprinkler F1' F2' Cover Plates Escutcheons Bright Brass Bright Brass Bright Brass Black Plated Black Plated Black Plated Black Paint Black Paint Black Paint Off White Off White Off White Satin Chrome Satin Chrome Satin Chrome "'Other finishes and colors are available on special order. Consult factory for details. Note: Paint or any other coating applied over the factory finish will void all approvals and warranties. Maintenance Model F1 Res 49 & 58 Recessed Pendent/F1, � Model F1 Res 30, 49, F1 Res 58, F1 Res 76, F1 Res 44 Model F1 Res 30,49&58 Recessed Pendent/F2, and F1 Res 40 Sprinklers should be inspected quarterly, Model Fl Res 30,49&58 Recessed Pendent/FP and the sprinkler system maintained in accordance with Sprinklers shall be [cULus Listed] [New York Ciry MEA NFPA 25, 13, 13D, and 13R. Do not clean sprinkler with Approved (258-93-E)] low flow residential recessed soap and water, Ammonia or any other cleaning fluids. pendent sprinklers engineered to provide a minimum Remove dust by using a soft brush or gentle vacuuming. design densiry of 0.05 gpm/ft2 over the listed coverage area. Remove any sprinkler which has been painted (other than Listed flows as specified by the manufacturer's technical factory applied)or damaged in any way. A stock of spare data sheets are to be used. Residential sprinklers shall be sprinklers should be maintained to allow quick installed in conformance with the manufacturer's installation replacement of damaged or operated sprinklers. Prior to guidelines and the applicable installation standard. Where installation, sprinklers should remain in the original cartons pendent residential sprinklers are installed under sloped and packaging until used. This will minimize the potential ceilings having a pitch from [4/12] to [8/12], the sprinklers � for damage to sprinklers that could cause improper shall be listed for such use. Deflector-to-ceiling distance operation or non-operation. listing shall be 1" to 8" maximum. Sprinkler frame and Model F1 Res 30, 49 & 58 Pendent deflector shall be of bronze frame construction having a'/2" NPT thread. Water seal assembly shall consist of a Sprinkler Specifications Teflon-coated Belleville spring washer with top-loaded Sprinklers shall be [cULus Listed] [New York Ciry MEA extruded or cold head cup with 3 mm glass bulb containing Approved (258-93-E)] low flow residential pendent no plastic parts, and having a temperature rating of [155°F sprinklers engineered to provide a minimum design (68°C)] [175°F (79°C)]. Sprinklers shall have a nominal 2 K-factor of 3.0, 4.9 & 5.8. Standard finish: Bronze density of 0.05 gpm/ft over the listed coverage area. Listed flows as specified by the manufacturer's technical [Chrome-plated] [White Polyester] [Special finish—specify]. data sheets are to be used. Residential s rinklers shall be Recessed escutcheon assembly shall be a steel,two-piece p escutcheon [with '/z" adjustment (Model F2)] [with 3/4° installed in conformance with the manufacturer's installation guidelines and the applicable installation adjustment (Model F1)] [of push-on and thread off design standard. Where pendent residential sprinklers are With /z" adjustment (Model FP)]. Standard finish shall be installed under sloped ceilings having a pitch from[4/12]to [brass][bright chrome] [white painted]. Residential [8/12], the sprinklers shall be listed for such use. recessed pendent sprinklers shall be Reliable [Model F1 Deflector-to-ceiling distance listing shall be 1" to 8" Res 3.0, 49&58 Recessed Pendent/F1] [Model F1 Res 30, maximum.Sprinkler frame and deflector shall be of bronze 49&58 Recessed Pendent/F2] [Model F1 Res 30, 49&58 frame construction having a '/2" NPT thread. Water seal Recessed Pendent/FP] SIN R3511, R3516 & R3513 assembly shall consist of a Teflon-coated Belleville spring �Bulletin 135). � washer with top-loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (68°C)] [175°F (79°C)]. Sprinklers shall have a nominal K-factor of 3.0,4.9 and 5.8. Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish— specify]. Residential pendent sprinklers shall be Reliable Model F1 Res 30,49&58, SIN R3511, R3516 & R3513 (Bulletin 135). 10. Model F1 Res 30,49&58 CCP Pendent(Concealed) Model F1 Res 40 Recessed Sprinklers shall be [cULus Listed] [New York City MEA Horizontal Sidewall Sprinkler Approved (258-93-E)] low flow residential concealed Use description for the Model F1 Res 40 horizontal sprinklers engineered to provide a minimum design sidewall sprinklerwith thefollowing modifications: Replace density of 0.05 gpm/ft2 over the listed coverage area. "horizontal sidewall sprinkler" with "recessed horizontal Listed flows as specified by the manufacturer's technical sprinkler." Add: Recessed escutcheon assembly shall be data sheets are to be used. Residential sprinklers shall a steel, two-piece escutcheon with '/2" adjustment(Model be installed in conformance with the manufacturer's F2). Standard finish shall be [brass][bright chrome] [white installation guidelines and the applicable installation painted] [Special finish— specify]. Residential recessed standard. Where pendent residential sprinklers are horizontal sidewall sprinklers shall be Reliable Model F1 installed under sloped ceilings having a pitch from [4/12] Res 40/F2, SIN R3538(Bulletin 135). to [8/12], the sprinklers shall be listed for such use. Sprinkler frame and deflector shall be of bronze frame construction having a '/2" NPT thread. Water seal Model F1 Res 44 Horizontal Sidewall Sprinkler assembly shall consist of a Teflon-coated Belleville Sprinklers shall be[cULus Listed] [New York City MEA spring washer with top-loaded extruded or cold head Approved (258-93-E)] low flow residential horizontal cup with 3 mm glass bulb containing no plastic parts,and sidewall sprinklers engineered to provide a minimum having a temperature rating of 155°F(68°C). Cover plate design density of 0.05 gpm/ft2 over the listed coverage assembly shall consist of a brass cover plate and copper area. Listed flows as specified by the manufacturer's alloy retainer flange. Method of attaching the cover plate technical data sheets are to be used. Residential to the sprinkler cup shall be a push-on and thread-off sprinklers shall be installed in conformance with the design allowing a Yz" cover plate adjustment. Cover manufacturer's installation guidelines and the plate temperature rating shall be 135°F(57°C). A plastic applicable installation standard. Where horizontal protective cap shall be provided and factory installed sidewall residential sprinklers are installed under sloped inside the sprinkler cup to protect the sprinkler from ceilings having a pitch from [4/12] to [8/12], the damage, which could occur during construction before sprinklers shall be listed for such use. Sprinkler frame the cover plate is installed. Standard cover plate finish: and deflector shall be of bronze frame construction [White] [Custom Color— specify]. ]. Concealed pendent having a Yz° NPT thread. Water seal assembly shall sprinklers shall be Reliable Model F1 Res 30, 49 & 58 consist of a Teflon-coated Belleville spring washer with CCP, SIN R3511, R3516 & R3513 (Bulletin 135). top-loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a ModeIF1RES40andF1 Res44HorizontalSidewall temperature rating of [155°F (68°C)] [175°F (79°C)]. Sprinklers shall have a nominal K-factor of 4.4 (62.8). Residential Sprinkler Specifications Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish— specify]. Residential horizontal sidewall sprinklers shall be Reliable Model F1 Model F1 Res 40 Horizontal Sidewall Sprinkler Res 44, SIN R3531 (Bulletin 135). Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential horizontal Model F1 Res 44 Recessed sidewall sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage Horizontal Sidewall Sprinkler area. Listed flows as specified by the manufacturer's Use description for the Model F1 Res 44 horizontal technical data sheets are to be used. Residential sidewall sprinkler with the following modifications: sprinklers shall be installed in conformance with the Replace "horizontal sidewall sprinkler" with "recessed manufacturer's installation guidelines and the applicable horizontal sprinkler." Add: Recessed escutcheon installation standard. Where horizontal sidewall assemblyshallbeasteel,two-pieceescutcheonwith'/2" residential sprinklers are installed under sloped ceilings adjustment (Model F2). Standard finish shall be having a pitch from [4/12] to [8/12], the sprinklers shall be [brass][bright chrome] [white painted] [Special finish— listed for such use. Sprinkler frame and deflector shall be specify]. Residential recessed horizontal sidewall of bronze frame construction having a '/2" NPT thread. sprinklers shall be Reliable Model F1 Res 44/F2, SIN Water seal assembly shall consist of a Teflon-coated R3531 (Bulletin 135). Belleville spring washer with top-loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (68°C)] [175°F(79°C)]. Sprinklers shall have a nominal K-factor of 4.0 (57.1). Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish— specify]. Residential horizontal sidewall sprinklers shall be Reliable Model F1 Res 40, SIN R3538 (Bulletin 135). 11. Model F1 Res 76 Pendent Model F1 Res 76 CCP Pendent (Concealed) Sprinklers shall be [cULus Listed] low flow residential Sprinklers shall be [cULus Listed] low flow residential pendent sprinklers engineered to provide a minimum concealed sprinklers engineered to provide a minimum design densiry of 0.05 gpm/ft2 over the listed coverage design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential technical data sheets are to be used.Residential sprinklers sprinklers shall be installed in conformance with the shall be installed in conformance with the manufacturer's manufacturer's installation guidelines and the applicable installation guidelines and the applicable installation installation standard.Sprinkler frame and deflector shall be standard. Sprinkler frame and deflector shall be of bronze of bronze frame construction having a 3/4" NPT thread. frame construction having a 3/4° NPT thread. Water seal Water seal assembly shall consist of a Teflon-coated assembly shall consist of a Teflon-coated Belleville spring Belleville spring washer with machined or cold head cup washer with machined or cold head cup with 3 mm glass with 3 mm glass bulb containing no plastic parts, and bulb containing no plastic parts,and having a temperature having a temperature rating of [155°F (68°C)] [175°F rating of 155°F(68°C). Cover plate assembly shall consist (79°C)]. Sprinklers shall have a nominal K-factor of 7.6. of a brass cover plate and copper alloy retainer flange. Standard finish: [Bronze] [Chrome-plated] [White Method of attaching the cover plate to the sprinkler cup Polyester] [Special finish— specify]. Residential pendent shall be a push-on and thread-off design allowing a '/2" sprinklers shall be Reliable Model F1 Res 76, SIN R7618 cover plate adjustment. Cover plate temperature rating (Bulletin 135). shall be 135°F (57°C). A plastic protective cap shall be provided and factory installed inside the sprinkler cup to Model F1 Res 76 Recessed Pendent/F1, protect the sprinkler from damage, which could occur during construction before the cover plate is installed. Model F1 Res 76 Recessed Pendent/F2, Standard cover plate finish: [White] [Custom Color- Model F1 Res 76 Recessed Pendent/FP specify]. ].Concealed pendent sprinklers shall be Reliable Sprinklers shall be [cULus Listed] low flow residential Model F1 Res 76 CCP, SIN R7618 (Bulletin 135). recessed pendent sprinklers engineere�d to provide a minimum design density of 0.05 gpm/ft over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3/4" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (68°C)] [175°F(79°C)]. Sprinklers shall have a nominal K-factor of 7.6. Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish— specify]. Recessed escutcheon assembly shall be a steel,two-piece escutcheon[with'/2"adjustment(Model F2)] [with 3/4" adjustment (Model F1)] [of push-on and thread off design with '/2" adjustment (Model FP)]. Standard finish shall be [brass][bright chrome] [white painted]. Residential recessed pendent sprinklers shall be Reliable [Model F1 Res 76 Recessed Pendent/F1] [Model F1 Res 76 Recessed Pendent/F2] [Model F1 Res 76 Recessed Pendent/FP] SIN R7618 (Bulletin 135). The equipment presented in this bulletin is to be installed in accordance with the latest pertinent 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 80 years,and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States,Canada and foreign countries. Manufactured by � Q The Reliable Automatic Sprinkler Co., Inc. (800)431-1588 Sales Offices Recycled � '� � (800)848-6051 Sales Fax � Paper (914)829-2042 Corporate OffiCes Revision lines indicate updated or new data. www.reliablesprinkler.com Internet AddresS EG.Printed in U.S.A.06/08 P/N 9999970235