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HomeMy WebLinkAboutF10-0103TOWNOFVAIL" APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGN' p Project #: k r T l - 0 3 /a Building Permit #: P510- Sprinkler Permit #: -or) -- 0)/03. 75 S. Frontage Rd. Vail, Colorado 81657 TOWN OF VAIL FIRE SPRINKLER PERMIT APPLICATION Fire Sprinkler shop drawings are required at time of permit submittal and must include the following. Permit application will not be accepted without this information: • A Colorado Registered Engineer's stamp or N.I.C.E.T. Level III (min) stamp. • Equipment cut sheets of materials. • Hydraulic calculations. • A State of Colorado Plan Registration form. • Plans must be submitted by a Registered Fire Protection Contractor. CONTRACTOR INFORMATION Fire Sprinkler Contractor: / Town of Vail Reg. No.: Contact and Phone #'s: �Je5�t!: fG F5 �-Ife Ia SCI �c - Sf '� ��c -1 721 -Z -6 E -Mail Address: t �� A ll L ", A W 5'v Q u Contractor Signature: / o COMPLETE VALUATIONS FOR ALARM PERMIT (Labor & Materials) Fire Sprinkler: $ 336 rnntart Fao /P rnunty Assessors Office at 970- 328 -8640 or visit www. eaglecounty. us for Parcel # Parcel # 1 f Job Name: •p,l � � i �c.�ti Job Address: �) f C� At 1 a. Legal Description Lot: 2 Block: Filing: `1 Subdivision: V r , I (� ; �q Owners Name: Address: Phone: Engineer: Address: Phone: Detailed Location of work: (i.e., floor, unit #, bldg. #) Detailed description of work: f � 1 3/� Work Class: New V) Addition ( ) Remodel( ) Repair ( ) Retro -fit ( ) Other ( ) Type of Bldg.: Single- family (>� Two - family ( ) Multi- family ( ) Commercial ( ) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: Does a Fire Alarm Exist: Yes ( ) No (X) �1 tLo Does a Fire Sprinkler System Exist: Yes( ) No * * * * * * * * * * * * * * * ** * * * * * * * * * * * ** *FOR OFFICE USE ONLY * * * ** PON - TOWN OF VA.1L. L.�2 F: \cdev \FORMS \Permits\ Fire \sprinkler —perm_10- 19- 06.DOC 10/19/2006 FIRE PROTECTION HYDRAULIC CALCULATIONS AND MATERIAL CUT SHEETS FROM: Western States Fire Protection Co. p d&W a4a' . , 274 CENTER DRIVE GLENWOOD SPRINGS, CO 81601 (729)219 -0574 996 PTARMIGAN VAI L, CO 81657 JOB# CH0095 SUBMITTED BY: STEVE ALLEN PROJECT MANAGER DECEMBER 29, 2010 Hydraulic Summary Job Number: CH0095 P—nrt n—rintinn VIT(`WP:NI Job Job Number CH0095 Design Engineer STEVE AL Job Name - . State CeraficaeonlUcenae Number - -- 996 PTARMIGAN 032 Address t - ANJ 996 PTARMIGAN VAIL FIRE Address 2 Job Sae VAIL CityStoma Zip Code Drawing Name VAIL CO 8657 996 Ptarmingan.cad SYs tern Remote Area (s Most Demancing Sprinkler Data Occupancy Job Suffix 5.6 K -Factor 26.00 at 21.556 Manually Calculated Hose Allowance At Source Denedy Area of Application 0.00 NA NA Adcibonal Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow(gom) 0 NA AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Total Hose Streams 0.00 System Flaw Demand Total Water Recpared (Inducing Hose Allowance) 106.06 106.06 Maximum Pressure Unbalance In Loops 0.000 Mwmum Velooity Above Ground 20.95 between nodes 6 and 7 Maximum Velocity Under Ground Volume capadty of Wet Pipes volume capacdy of Dry Pipes 170.12gal Supplies Hose Flow Static Node m (psi) Residual @ Flow (psi) m Available @ Total Demand Required Safety Margin (psi) m (psi) (psi 1 _ 95.000 _ 28.480 1 991.00 1 93.935 1 106.06 1 74.551 19.384 Western States Fire Protection Co. Craig Wiseman NICET LVl_ 111 #117917 DEC. 29, 2010 SPRINKL YS EM LAYOUT Signatur _ Contractor Contractor Number 10 -032 Contact Name Steve Allen Contact Ttle PM Name of Contractor: Western States Fire Protection Phone (720)219-0574 Extenvon Address 1 FAX 274 Center Drive (970)945 -9504 Address 2 Email Steve.Allen@wsfp.us cny stare zip cone wedsroe Glenwood Springs CO 81601 [M, ©M.E.P.CAD. Inc. '11AutoSPRINKO VR7 v7.0.60 12/29/2010 7:44:16AM Page 1 ' Jill *au6c Analy Job Number: CH0095 Report Description: KITCHEN Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Total Length Summary ei••••• Route 1••••• DR 1.0550 Q =26.00 9.54 C =150 0.136091 10'- Pf 1.837 101 9 19' -0 19' -6 q =26.00 K =5.6 21.556 23.177 Spr(- 21.556) E (3' -0) T-0 13'-6 Pe Pv -0.217 BL 1.0550 Q =52.47 19.26 C =150 0.498803 2'-9 Pf 4.863 9 188 19' -6 19'-6 23.177 28.040 T(7'-O 7'-0 9' Pe Pv BL 1.2910 Q =52.47 12.86 C =150 0.186620 4' -1'/ Pf 0.774 188 8 19' -6 19'-6 28.040 28.814 4' -1'/ Pe Pv CM 1.2910 Q =31.87 7.81 C =150 0.074219 5' -10% Pf 0.434 8 7 19'-6 19' -6 28.814 29.248 5' -10'/ Pe Pv CM 1.2910 Q =85.47 20.95 C =150 0.460277 3' -2'/ Pf 4.236 7 6 19' -6 19' -6 29.248 33.484 C 6' -0 6'-0 9' -2'/ Pe Pv FR 1.2910 Q =75.72 18.56 C =150 0.367897 10'-0 Pf 3.679 6 5 19'-6 9'-6 33.484 41.498 10' Pe Pv 4.335 CM 1.5050 Q =75.72 13.66 C =150 0.174315 12' -0% Pf 2.705 5 4 9'-6 9'-6 41.498 44.204 T 3' -6 T-6 15' -6% Pe Pv CM 1.5270 Q= 106.06 18.58 C =150 0.302954 10' -8'/ Pf 5.969 4 3 9'-6 9' -6 44.204 50.173 T(9' -0) 9'-0 19' -8'/ Pe Pv FR 2.0090 Q= 106.06 10.73 C =150 0.079645 11' -5'/ Pf 77.768 3 2 9'-6 1' -0 50.173 71.626 sCV, 2E(6' -0), BFP(- 13.500), Tr 4' -0 , PRV -2.000 , c I 1' -0 17'-0 28' -5% Pe Pv 3.685 BL 4.2200 Q= 106.06 2.43 C =140 0.002437 116' - Pf 0.323 2 1 1' -0 -5' -0 71.626 74.551 E(16-8'/. ), S 16' -8'/ 132' -8'/ Pe Pv 2.601 �••••• Route 2••••• DR 1.0550 Q =26.47 9.71 C =150 0.140654 0'- Pf 1.055 102 9 19' -0 19' -6 q =26.47 K =5.6 22.338 23.177 Spr(- 22.338) T(7' -0 7'- 7'- Pe P -0.217 4m ••••• Route 3••••• DR 1.0550 Q =26.56 9.75 C =150 0.141566 10 Pf 1.911 103 10 19' -0 19' -6 q =26.56 K =5.6 22.495 24.189 Spr(- 22.495) E 3' -0 3'-0 13'-6 Pe Pv -0.217 BL 1.0550 Q =53.60 19.67 C =150 0.518841 2'- Pf 5.059 10 7 19' -6 19' -6 24.189 29.248 T(7' -0) 7'- 9'- Pe Pv �••••• Route 4••••• DR 1.0550 Q =27.04 9.92 C =150 0.146297 0'- Pf 1.097 104 10 19' -0 19' -6 q =27.04 K =5.6 23.309 24.189 Spr(- 23.309) T(7' -0 ) 7'- 7'- Pe Pv -0.217 o••••• Route 5••••- FR 1.2910 Q =30.34 7.44 C =150 0.067753 10'- Pf 1.084 12 11 19' -6 9' -6 35.403 40.822 T(6' -0 6'- 16'- Pe Pv 4.335 CM 1.2910 Q =30.34 7.44 C =150 0.067753 37' -11 Pf 3.382 11 4 9' -6 9' -6 40.822 44.204 2T (6' -0) 12'- 49' -11 Pe Pv v••••• Route 6••••• CM 1.2910 Q =20.59 5.05 C =150 0.033080 4'- Pf 0.549 30 15 35' -9 35' -9 24.640 25.189 2T(6' -0 12'- 16'- Pe Pv FR 1.2910 Q =20.59 5.05 C =150 0.033080 16'- Pf 0.736 15 14 35' -9 19' -6 25.189 32.970 T(6' -0) 6'- 22'- Pe Pv 7.045 CM 1.2910 Q =20.59 5.05 C =150 0.033080 10' -1'/ 0.732 14 13 19' -6 19' -6 32.970 33.701 2T 6' -0 12'- 22' -1'/ Pvf CM 1.2910 Q =30.34 7.44 C =150 0.067753 19' -1'/ Pf 1.702 13 12 19' -6 19' -6 33.701 35.403 T(6' -0 6'- 25' -1'/ Pe Pv ea••••• Route 7••••• CM 1.2910 Q =20.59 5.05 C =150 0.033080 3'-6Y Pf 0.316 8 17 19' -6 19' -6 28.814 29.129 T(6' -0) 6'- 9' 6'/ Pe Pv © M.E.P.CAD, Inc. -2 AutoSPRINK® VR7 v7.0.60 12/29/2010 7:44:19AM Page 1 1 Hydraulic Analysis Job Number: CH0095 Report Description: KITCHEN Pipe Type Diameter Downstream Elevation Upstream Flow Discharge Velocity K- Factor HWC Pt Friction Loss Pn Fittings Length Eq. Length Total Length Pressure Summary FR 1.2910 0=20.59 5.05 C =150 0.033080 16'-3 Pf 0.538 17 19' -6 16 35' -9 29.129 22.622 16' Pe -7.045 Pv CM 1.2910 Q =20.59 5.05 C =150 0.033080 i 18' -9'/ Pf 0.819 16 35' -9 24 35' -9 22.622 23.441 T(6' -0 ) 6 24' -9Y Pe Pv CM 1.2910 Q =20.59 5.05 C =150 0.033080 2' -8'/ Pf 0.089 24 35' -9 25 35' -9 23.441 23.530 2' -8'/ Pe Pv CM 1.2910 Q =20.59 5.05 C =150 0.033080 8' -11'/ Pf 0.495 25 35' -9 26 35' -9 23.530 24.025 T (6' -0) 6- 14' -11'/ Pe Pv CM 1.2910 Q =20.59 5.05 C =150 0.033080 12'-7 Pf 0.615 26 35' -9 30 35' -9 24.025 24.640 T(6' -0 ) 6- 18' Pe Pv w..... Route 8••••• CM 1.2910 Q =9.75 2.39 C =150 0.008292 7' -8'/ Pf 0.114 6 19' -6 31 19' -6 33.484 33.598 C(6' -0) 6'- 13' -8'/ Pe Pv CM 1.2910 31 19' -6 13 19' -6 Q =9.7 2.39 C =150 33.598 33.701 0.008292 cpl (1' -0) 11' -5'/ 1'- 12' -5'/ Pf 0.103 Pe Pv Equivalent Pipe Lengths of Valves and Fittings (C =120 only) Actual Inside Diameter 4 87 ( Schedule 40 Steel Pipe Inside Diameter ) = Factor C Value Multiplier Value Of C 100 Multiplying Factor 0.713 130 140 150 1.16 1.33 1.51 & 0 M.E.P.CAD, Inc. -SAutoSPRINK® VR7 v7.0.60 12/29/2010 7:44:19AM Page 2 Hydraulic Analysis I Job Number: CH0095 Report Description: KITCHEN (M, © M.E.P.CAD, Inc. 1.15AutoSPRINK® VR7 v7.0.60 12/29/2010 7:44:19AM Page 3 Pipe Type Diameter Downstream Elevation Upstream Flow Velocity HWC Friction Lo ss_ Discharge K- Factor Pt Pn Fittings Length Pressure Eq. Length Summary Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm -Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain 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 P 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 P Pressure due to elevation difference between indicated points E 90° Elbow UG Underground P Velocity pressure at a point in a pipe EE 45° Elbow Eel 11'/,' Elbow Ee2 22'/2° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer /Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap (M, © M.E.P.CAD, Inc. 1.15AutoSPRINK® VR7 v7.0.60 12/29/2010 7:44:19AM Page 3 IN Summary Of Outflowing Devices Job Number: CH0095 Report Description: KITCHEN Device Actual Flow m Minimum Flow m K- Factor K Pressure (psi Sprinkler 103 26.56 26.00 5.6 22.495 b Sprinkler 101 26.00 26.00 5.6 21.556 Sprinkler 104 27.04 26.00 5.6 23.309 Sprinkler 102 26.47 26.00 5.6 22.338 c:�> Most Demanding Sprinkler Data [M ©M.E.P.CAD, Inc. .jj AutoSPRINK® VR7 v7.0.60 12/29/2010 7:44:24AM Page 1 Hydraulic Graph Job Number: CH0095 Report Descriotion: KITCHEN Supply at Node 1 100 Static Pressure 95.000 90 80 106.06 @ 74.551 70 60 0i 50 5 N N W a` ystem demand curve 40 30 991.00 @ 28.480 20 10 0 0100 200 300 400 500 600 700 800 900 1000 Water flow, gpm Hydraulic Grapn Supply at Node 1 Staso'. Pressure 95.000 R-duel Pressure 991.00 @ 28.480 Available Pressure Q Time of Test 93.935 @ 106.06 System Demand 106.06 @ 74.551 System Demand (Induang Hose Allowance) 106.06 @ 74.551 k, @ M.E.P.CAD, Inc. a AutoSPRINK® VR7 v7.0.60 12/29/2010 7:44:22AM Page 1 a IN Summary Job Number: CH0095 Report Description: LIVING ROOM Job Job Number CH0095 uu,g . _ ^.g. STEVE ALLEN Job Name: State Cars cation/License Number 996 PTARMIGAN 032 Address 7 AHJ 996 PTARMIGAN VAIL FIRE Address 2 Job Site VAIL oty SfaOe Zip — Dravnng Name VAIL CO 8657 996 Ptarmingan.cad System i Remote Area (s Most Demanding Spnnlder Data Occupancy Job Suffix 4.3 K- Factor 14.40 at 11.215 Manually Calculated Hose Allowance At Source Density Area of Application 0.00 NA NA Additional Hose Supplies Number Of Sprinlders Calculated Coverage Par Spdnlder Node Flow(gpm) 0 NA AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Total Hose Streams 0.00 System Flax Demand Total Water Required (Including Hose Allowance) 58.94 58.94 Mosmum Pressure Unbalance In Loops 0.000 M-.Um Velocity Above Ground 14.45 between nodes 3 and 18 Maximum Velocity Under Ground Volume capacity of wet Pipes volume capacity of Dry Pipes 168.32gal Supplies Hose Flow Static Residual @ Flow Available @ Total Demand Required Safety Margin Node m (psi) (psi) m (psi) m (psi) si 1 95.0 1 28.480 1 991.00 94.641 58.94 1 71.240 1 23.401 Western States Fire Protection Co. Craig Wiseman NICET LVL III #117917 DEC. 29, 2010 SPRINKL YS EM LAYOUT SignatUr A Contractor Contractor Number 10 -032 Steve Allen PM Name of Contractor: Western States Fire Protection Ph— (720)219-0574 Eirteruion Address 1 FAX 274 Center Drive (970)945 -9504 Address 2 E-mail Steve.Allen@wsfp.us City State Lp Code Web -Site Glenwood Springs CO 81601 & © M.E.P.CAD, Inc. 'd AutoSPRINK® VR7 v7.0.60 12/29/2010 7:34:14AM Page 1 ng Hydraulic Analysis Job Number: CH0095 Report Description: LIVING ROOM Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Velocity K- Factor HWC Pt Friction Loss Pn Fittings Length Eq. Length Total Length Pressure Summary v••••• Route 1. • •• DR 1.0550 Q =14.40 5.29 C =150 0.045614 11' -5Y Pf 1.116 201 23 30' -3% 30' -9% q =14.40 K =4.3 11.215 12.114 Spr(- 11.215) 2E(3'-O), T 7' -0 13'- 24' -5'/ Pe -0.217 Pv CM 1.2910 0=29.38 7.20 C =150 0.063829 3' -2 Pf 0.205 23 22 30' -9'% 30' -9% 12.114 12.319 3' -2'/ Pe Pv CM 1.2910 Q =44.38 10.88 C =150 0.136902 0'-6 Pf 0.068 22 21 30' -9'% 30' -9% 12.319 12.387 U-0 Pe Pv CM 1.2910 Q =58.94 14.45 C =150 0.231410 12'-6 '/ Pf 4.293 21 20 30' -9% 30' -9'% 12.387 16.681 T(6' -0) 6- 18' -6% Pe Pv CM 1.2910 Q =58.94 14.45 C =150 0.231410 4' -9 Pf 1.808 20 19 30' -9% 30' -9% 16.681 18.489 E 3' -0 3'- 7' -9'/ Pe Pv FR 1.2910 Q =58.94 14.45 C =150 0.231410 21'- Pf 6.306 19 18 30' - 9'% 9' -6 18.489 34.016 T 6' -0 6'- 27'- Pe 9.221 Pv CM 1.2910 Q =58.94 14.45 C =150 0.231410 44' -11'/ Pf 14.563 18 3 9'-6 9'-6 34.016 48.579 3T 6' -0 18'-0 62' -11 % Pe Pv FR 2.0090 Q =58.94 5.97 C =150 0.026858 11' -5'/ Pf 16.265 3 2 9'-6 1' -0 48.579 68.529 sCV, 2E(6' -0), BFP(- 13.500), Tr 4' -0 , PRV (- 2.000), c I 1' -0) 17'-0 28' -5'/ Pe 3.685 Pv BL 4.2200 Q =58.94 1.35 C =140 0.000822 11 6'-C Pf 0.109 2 1 1' -0 -5' -0 68.529 71.240 E(16'-8%), S 16' -8'/ 132' -8'/ Pe 2.601 Pv v••••• Route 2••••• DR 1.0550 Q =14.56 5.34 C =150 0.046557 11' -5'/ Pf 1.139 202 21 30' -3% 30' -9'/. q =14.56 K =4.3 11.465 12.387 Spr(- 11.465) 2E(3' -0), T(7' -0 ) 13'- 24' -5'/ Pe -0.217 Pv v••••• Route 3••••• DR 1.0550 Q =14.98 5.50 C =150 0.049063 1'- Pf 0.196 203 23 30' -3'% 30' -9'% q =14.98 K =4.3 12.134 12.114 Spr(- 12.134) E(3' -0) 3'- 4'- Pe -0.217 Pv �••••• Route 4••••• DR 1.0550 Q =15.00 5.50 C =150 0.049185 0'- Pf 0.369 204 22 30' -3% 30' -9% q =15.00 K =4.3 12.167 12.319 Spr(- 12.167) T(7' -0) 7'- 7' Pe -0.217 Pv Equivalent Pipe Lengths of Valves and Fittings (C =120 only) III / Actual Inside Diameter 4.87 Schedule 40 Steel Pipe Inside Diameter ) = Factor IC Value Multiplier Value Of C 100 Multiplying Factor 0.713 130 140 150 1.16 1.33 1.51 & 0 M. E.P.CAD, Inc. I AutoSPRINK® VR7 v7.0.60 12/29/2010 7:34:18AM Page 1 1h Hydraulic Analysis Job Number: CH0095 Report Description: LIVING ROOM Pipe Type Diameter Downstream Elevation Upstream Flow Velocity HWC Fri Loss Discharge K- Factor Pt Pn Fittings Length Pressure Eq. Length Summary Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm -Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain 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 P 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 P 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 Eel 11'/4' Elbow Ee2 22'/2° 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 GloV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer /Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ( ©M.E.P.CAD, Inc. y1�AutoSPRINKO VR7 v7.0.60 12/29/2010 7:34:18AM Page 2 8jjl j Summary Of Outflowing Devices Job Number: CH0095 Report Description: LIVING ROOM Device Actual Flow m Minimum Flow m K- Factor K Pressure (psi Sprinkler 202 14.56 14.40 4.3 11.465 Sprinkler 204 15.00 14.40 4.3 12.167 Sprinkler 201 14.40 14.40 4.3 11.215 Sprinkler 203 14.98 14.40 4.3 12.134 b Most Demanding Sprinkler Data © M. E. P. CAD, Inc. -jflAutoSPRINK® VR7 v7.0.60 12/29/2010 7:34:23AM Page 1 J"�ZjHydraulic Graph Job Number: CH0095 Reoort Descriotion: LIVING ROOM Supply at Node 1 100 Static Pressure 95.000 90 80 58.94 @ 71.240 70 60 i N CL 50 N N N o stem demand curve 40 30 991.00 @ 28 480 20 to 0 g 00 200 300 400 500 600 700 800 900 1000 Water flow, gpm Hydraulic Graph Supply at Node 1 Stab c Pressure 95.000 Residual Pressure 991.00 @ 28.480 Availade Pressure Q Time of Test 94.641 @ 58.94 System Demand 58.94 @ 71.240 System Demand (Indudmg Hose Allowance) 58.94 @ 71.240 © M. E. P. CAD, Inc. 1?15 AutoSPRINKO VR7 v7.0.60 12/29/2010 7:34:20AM Page 1 Hydraulic Summary Job Number: CH0095 Renort Desnrintion MARTFR RTI 1nV Job Job N,. -:e CH0095 STEVE ALLEN Job Name'. State Cerehcation ticenee Number 996 PTARMIGAN 032 Address 1 -- - - - AHJ 996 PTARMIGAN VAIL FIRE Address 2 Job Site VAIL City State LD Code Drawing Name VAIL CO 8657 996 Ptarmingan.cad System Remote Area (s Most Demanding Spnnkler Data Occupancy Job Sufis 4.3 K- Factor 14.40 at 11.215 Manually Calculated Hose Allowanca At Source Area of Application - Density 0.00 NA NA Addibonal Hose Supplies Number Of Sprinklers Calclxlatee Coverage Par Sprinkler Node Flow(gpm) 0 NA AutoPeak Reaulls: Pressure For Remote Area(a) Adjacent To Most Remote Area Toth Hose Streams 0.00 System Flow Demand Total Water Required (Inducing Hcae Allowance) 58.88 58.88 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 14.43 between nodes 26 and 27 Maxumum Velocity Under Ground Volume capaoty of Wet Pipes Volume capacity of Dry Pipes 167.84gal Supplies Hose Flow Node m Static (psi) Residual (psi) @ Flow m Available @ Total Demand (psi) m Required Safety Margin (psi) (psi 1 95.000 28.480 991.00 1 94.641 1 58.88 61.448 33.194 Western States Fire Protection Co. Craig Wisernan NICET LVL 111 #117917 DEC. 29, 2010 SPRINKL YS EM LAYOUT Signatur Contractor Contra ROr Number 10 -032 ..- C."-: -, ts Steve Allen PM Name of Contractor: Ph— Etderrion Western States Fire Protection (720)219 -0574 Address 1 FAX 274 Center Drive (970)945 -9504 E-mail Address 2 Steve.Allen@wsfp.us Web -arts City state Zip Code Glenwood Springs CO 81601 ,© M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.0.60 12/29/2010 7:20:20AM Page 1 & © M.E.P.CAD, Inc. aAutoSPRINK® VR7 v7.0.60 12/29/2010 7:21:19AM Page 1 Job Number: CH0095 Report Description: MASTER STUDY Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Total Length Summary w••••• Route 1 ••••• DR 1.0550 Q =14.40 5.29 C =150 0.045614 11'- Pf 1.095 301 29 35' -3 35' -9 q =14.40 K =4.3 11.215 12.093 Spr(- 11.215) 2E(3'-O), T(7' -0 ) 13'- 24'- Pe -0.217 Pv BL 1.2910 Q =29.37 7.20 C =150 0.063778 2'4 Pf 0.175 29 28 35' -9 35' -9 12.093 12.267 2'-9 Pe Pv BL 1.2910 Q =43.87 10.75 C =150 0.134011 0'-6 Pf 0.067 28 27 35' -9 35' -9 12.267 12.334 0'-6 Pe Pv BL 1.2910 0=58.88 14.43 C =150 0.230968 18' -7% Pf 5.683 27 26 35' -9 35' -9 12.334 18.017 T(6' -0 ) 6'-0 24' -7'/ Pe Pv CM 1.2910 Q =30.62 7.51 C =150 0.068923 8' -11 % Pf 0.617 26 25 35' -9 35' -9 18.017 18.635 8' -11'/ Pe Pv CM 1.2910 Q =30.62 7.51 C =150 0.068923 2' -8'/ Pf 0.185 25 24 35' -9 35' -9 18.635 18.820 2' -8% Pe Pv CM 1.2910 Q =30.62 7.51 C =150 0.068923 18' -9% Pf 1.707 24 16 35' -9 35' -9 18.820 20.527 T 6' -0 6'-0 24' -9'/ Pe Pv FR 1.2910 Q =30.62 7.51 C =150 0.068923 16- Pf 1.120 16 17 35' -9 19' -6 20.527 28.692 16 Pe 7.045 Pv CM 1.2910 Q =30.62 7.51 C =150 0.068923 3'-6 Pf 0.658 17 8 19' -6 19' -6 28.692 29.350 T(6' -0 ) 6'-0 9' -6Y Pe Pv CM 1.2910 Q =30.62 7.51 C =150 0.068923 5' -10'/ Pf 0.403 8 7 19'-6 19'-6 29.350 29.753 5' -10'/ Pe Pv CM 1.2910 Q =30.62 7.51 C =150 0.068923 3' -2Y Pf 0.634 7 6 19' -6 19' -6 29.753 30.387 C(6' -0 ) 6'-0 9' -2'/ Pe Pv FR 1.2910 Q =41.06 10.06 C =150 0.118564 10'-0 Pf 1.186 6 5 19' -6 9'-6 30.387 35.908 1 0'-Q Pe 4.335 Pv CM 1.5050 Q =41.06 7.40 C =150 0.056177 12' -0'/ Pf 0.872 5 4 9' -6 9'-6 35.908 36.780 T 3'-6 T-6 15' -6% Pe Pv CM 1.5270 Q =58.88 10.31 C =150 0.101969 10' -8'/ Pf 2.009 4 3 9'-6 9'-6 36.780 38.789 T 9' -0 9' 19' -8'/ Pe Pv FR 2.0090 Q =58.88 5.96 C =150 0.026807 11' -5% Pf 16.263 3 2 9'-6 1' -0 38.789 58.738 sCV, 2E(6' -0), BFP(- 13.500), Tr(4' -0), PRV(- 2.000), c I 1' -0) 17'-0 28' -5% Pe 3.685 Pv BL 4.2200 Q =58.88 1.35 C =140 0.000820 116'-0 Pf 0.109 2 1 1' -0 -5' -0 58.738 61.448 E(16'-8%), S 16' -8% 132' -8'/ Pe 2.601 Pv v••••• Route 2••••• DR 1.0550 Q =14.50 5.32 C =150 0.046217 11 Pf 1.109 302 28 35' -3 35' -9 q =14.50 K =4.3 11.375 12.267 Spr(- 11.375) 2E(3'-O), T 7' -0 13'- 24'- Pe -0.217 Pv 4w ••••• Route 3••••• DR 1.0550 Q =14.97 5.49 C =150 0.048986 1'- Pf 0.196 303 29 35' -3 35' -9 q =14.97 K =4.3 12.114 12.093 Spr(- 12.114) E(3'-O 3'- 4'- Pe -0.217 Pv �••••• Route 4••••• DR 1.0550 Q =15.01 5.51 C =150 0.049242 0'- Pf 0.369 304 27 35' -3 35' -9 q =15.01 K =4.3 12.182 12.334 Spr(- 12.182) T(7' -0 7'- 7'- Pe -0.217 Pv �••••• Route 5••••• FR 1.2910 Q =17.82 4.37 C =150 0.025308 10'- Pf 0.405 12 11 19' -6 9' -6 30.777 35.517 T(6' -0 6'- 16'- Pe 4.335 Pv CM 1.2910 Q =17.82 4.37 C =150 0.025308 37' -11 Pf 1.263 11 4 9'-6 9'-6 35.517 36.780 2T(6' -0) 12'-0 49' -11 Pe Pv 4w ••••• Route 6••••• CM 1.2910 Q =28.25 6.92 C =150 0.059378 4'- 0.985 30 15 35' -9 35' -9 19.478 20.462 2T 6' -0 12'- 16'- e P'Vf & © M.E.P.CAD, Inc. aAutoSPRINK® VR7 v7.0.60 12/29/2010 7:21:19AM Page 1 8�� Hydraulic Analysis Job Number: CH0095 Report Description: MASTER STUDY Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K- Factor Pt Pn Fittings Upstream FR 1.2910 Q =28.25 6.92 C =150 0.059378 16- Pf 1.321 15 14 35' -9 19'-6 20.462 28.828 T(6' -0 ) 6- 22'-3 Pe 7.045 Pv CM 1.2910 Q =28.25 6.92 C =150 0.059378 10' -1'/ Pf 1.313 14 13 19' -6 19' -6 28.828 30.141 2T 6' -0 17- 22' -1 % Pe Pv CM 1.2910 Q=10.43 2.56 C =150 0.009405 11' -5'/ Pf 0.117 13 31 19' -6 19' -6 30.141 30.258 c I 1' -0 V-0 12' -54 Pe Pv CM 1.2910 Q =10.43 2.56 C =150 0.009405 7' -8'/ Pf 0.129 31 6 19' -6 19' -6 30.258 30.387 C(6' -0) 6' 13' -8'/ Pe Pv o••••• Route 7••••• CM 1.2910 Q =17.82 4.37 C =150 0.025308 19' -1'/ Pf 0.636 13 12 19' -6 19' -6 30.141 30.777 T 6' -0 6- 25' -1'/ Pe Pv �••••• Route 8••••• CM 26 30 1.2910 35' -9 35' -9 Q =28.25 6.92 C =150 18.017 19.478 0.05937 T(6' -0) T 6' -0 12'- 12'- 24'- Pf 1.460 Pe Pv Equivalent Pipe Lengths of Valves and Fittings (C =120 only) I Actual Inside Diameter 4.87 ( Schedule 40 Steel Pipe Inside Diameter ) = Factor IC Value Multiplier Value Of C 100 Multiplying Factor 0.713 130 140 150 1.16 1.33 1.51 & 0 M.E.P.CAD, Inc. q@AutoSPRINK® VR7 v7.0.60 12/29/2010 7:21:19AM Page 2 � 111 ' 1 11ydraulic Analysis I Job Number: CH0095 Report Description: MASTER STUDY ©M.E.P.CAD, Inc. ,1�AutoSPRINKO VR7 v7.0.60 12/29/2010 7:21:19AM Page 3 Pipe Type Diamete Downstream Elevation Upstream Flow Velocity HWC Friction Loss Discharge K- Factor Pt Pn Fittings Length Pressure Eq. Length Summary Total Length Pipe Type Legend Units Legend Fittings Legend AO Arm -Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DIN 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 P 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 Eel 11 Y.' Elbow Eel 22'/2° 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 GloV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer /Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ©M.E.P.CAD, Inc. ,1�AutoSPRINKO VR7 v7.0.60 12/29/2010 7:21:19AM Page 3 Summary Of Outflowing Devices Job Number: CH0095 Report Description: MASTER STUDY Device Actual Flow m Minimum Flow m K- Factor K Pressure (psi b Sprinkler 301 14.40 14.40 4.3 11.215 Sprinkler 303 14.97 14.40 4.3 12.114 Sprinkler 302 14.50 14.40 4.3 11.375 Sprinkler 304 15.01 14.40 4.3 12.182 c> Most Demanding Sprinkler Data & © M.E.P.CAD, Inc. '0 AutoSPRINK® VR7 v7.0.60 12129/2010 7:21:24AM Page 1 •�� Hydraulic Graph Job Number: CH0095 Rc nrf rloerrinfinn KADCTCD CTI 1MV Supply at Node 1 100 I atic Pressure 95.000 90 80 70 88 @ 61.448 60 N a ai 50 t N a` 40 S tem demand cury 30 991.00 @ 28.480 20 10 0 g W 200 300 400 500 600 700 800 900 1000 Water flow, gpm Hydraulic Graph Supply at Node 1 Stasc Pressure 95.000 Residual Pressure 991.00 @ 28.480 Available Pressure @ Time of Test 94.641 @ 58.88 System Demand 58.88 @ 61.448 System Demand (Including Hose Allowance) 58.88 @ 61.448 [A;, © M.E.P.CAD, Inc. . ?fl AutoSPRINK® VR7 v7.0.60 12/29/2010 7:21:21AM Page 1 111 1 Hydraulic Summary Job Number: CH0095 Rannrt nperrrintinn FNTRV _ RAI r`ONIV Job Job Number CH0095 - STEVE ALLEN Job Name. State Cemacabonll.Jcenee Number 996 PTARMIGAN 032 Address1 AFU _ 996 PTARMIGAN VAIL FIRE Address 2 Job Site VAIL City State Zip Coda Dravnng Name VAIL CO 8657 996 Ptarmingan.cad SYMOM Remote Area (s) Most Demanding Spnnkler Data Occuparwy Job Suffix 5.6 K- Factor 26.00 at 21.556 Manually Calculated Hose Allowance At Source Denaity Area of Applicebon 0.00 NA NA Addigonal Hose Supplies Number Of Spnnklem Calculated Coverage Per Spnnkter Node Flow(a °m) 0 NA AutoPeak Results: Preasure For Remote Area(s) Adjacent To Most Remote Arse Total Hoag Streams 0.00 System Fax Demand T Total Water Required (Indudng Hose Allowance) 113.85 113.85 Maximum Pressure Unbalance In Locpe 0.000 Maximum Veloaty Above Ground 19.95 between nodes 3 and 4 Maximum Veloaty Under Ground Volume cepaaty of Wet Rpes Volume capacity of Dry Rpes 167.34gal Supplies Hose Flow Static Residual @ Flow Available @ Total Demand Required Safety Margin Node m (psi) (psi) m (psi) m (psi) (psi 1 95.000 28.480 991.00 93.785 113.85 1 83.249 1 10.536 Western States Fire Protection Co. Craig Wiseman NICET LVL III #117917 DEC. 29, 2010 SPRINKL?ft7S,Y S EM LAYOUT Signatur Contractor Comractor Number Contact Name Conted Tioe 10 -032 Steve Allen PM Name of Contractor: Plana FxMmon Western States Fire Protection (720)219 -0574 Address 1 FAX 274 Center Drive (970)945 -9504 Address 2 E -mail Steve.Allen@wsfp.us Qty State Zip Code WeDSite Glenwood Springs CO 81601 L, © M. E.P.CAD, Inc. aAutoSPRINK® VR7 v7.0.60 12/29/2010 7:14:14AM Page 1 'Of" I ra Hydraulic Analysis Job Number: CH0095 Report Description: ENTRY - BALCONY Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length ISummary Total Length , io••••• Route l••••• DR 1.0550 Q =26.00 9.54 C =150 0.136091 11' -11 Pf 4.481 401 30 35' -3 35' -9 q =26.00 K =5.6 21.556 25.820 Spr(- 21.556) 3T 7' -0 21'- 32' -11 Pe Pv -0.217 CM 1.2910 Q =38.25 9.37 C =150 0.103998 4'-7 Pf 1.725 30 15 35' -9 35' -9 25.820 27.545 2T 6' -0 12'-0 16- Pe Pv FR 1.2910 Q =38.25 9.37 C =150 0.103998 16'-3 Pf 2.314 15 14 35' -9 19' -6 27.545 36.904 T(6' -0) 6- 22'-3 Pe Pv 7.045 CM 1.2910 Q =38.25 9.37 C =150 0.103998 10' -1'/ Pf 2.300 14 13 19' -6 19' -6 36.904 39.204 2T(6' -0 ) 12'-0 22' -1'/ Pe Pv CM 1.2910 Q =2.94 0.72 C =150 0.000903 11' -5'/ Pf 0.011 13 31 19' -6 19' -6 39.204 39.215 c I 1' -0 V-0 12' -5'/ Pe Pv CM 1.2910 Q =36.72 9.00 C =150 0.096457 7' -8Y Pf 1.323 31 6 19' -6 19' -6 39.215 40.538 C(6' -0) 6' 13' -8'/ Pe Pv FR 1.2910 Q =78.54 19.25 C =150 0.393619 10'- Pf 3.936 6 5 19' -6 9'-6 40.538 48.809 10' Pe Pv 4.335 CM 1.5050 Q =78.54 14.16 C =150 0.186502 12 Y41 Pf 2.894 5 4 9'-6 9'-6 48.809 51.704 T(3' -6) 3'- 5 15' -6% Pe Pv CM 1.5270 Q= 113.85 19.95 C =150 0.345376 10' -8Y Pf 6.805 4 3 9'-6 9'-6 51.704 58.509 T(9' -0) 9 19' -8'/ Pe Pv FR 2.0090 Q= 113.85 11.52 C =150 0.090798 11' -5% Pf 18.086 3 2 9'-6 1' -0 58.509 80.280 sCV, 2E(6' -0), BFP(- 13.500), Tr 4' -0 , PRV -2.000 , c I (1' -0 17'-0 28' -5% Pe Pv 3.685 BL 4.2200 Q= 113.85 2.61 C =140 0.002778 11116-0 Pf 0.369 2 1 1' -0 -5' -0 80.280 83.249 E(16' -8 %), S 16' -8% 132' -8'/ Pe Pv 2.601 �••••• Route 2••••• DR 1.0550 Q =26.82 9.84 C =150 0.144098 8' -11'/ Pf 2.732 402 24 35' -3 35' -9 q =26.82 K =5.6 22.930 25.445 Spr(- 22.930) E (3' -0), T (7' -0) 10'- 18' -11'/ Pe -0.217 Pv CM 1.2910 Q =41.82 10.25 C =150 0.122638 18' -9% Pf 3.038 24 16 35' -9 35' -9 25.445 28.483 T(6' -0) 6- 24' -9% Pe Pv FR 1.2910 Q =41.82 10.25 C =150 0.122638 16 Pf 1.993 16 17 35' -9 19' -6 28.483 37.521 16- Pe Pv 7.045 CM 1.2910 Q =41.82 10.25 C =150 0.122638 V -6'/ Pf 1.170 17 8 19' -6 19' -6 37.521 38.691 T 6' -0 6- 9' -6Y Pe Pv CM 1.2910 Q =41.82 10.25 C =150 0.122638 5' -10% Pf 0.718 8 7 19' -6 19'-6 38.691 39.409 5' -10'/ Pe Pv CM 1.2910 Q =41.82 10.25 C =150 0.122638 3' -2'/ Pf 1.129 7 6 19' -6 19' -6 39.409 40.538 C(6' -0 ) 6- 9' -2'/ Pe Pv 4�••••• Route 3••••• DR 1.0550 Q =27.25 10.00 C =150 0.148432 3' -0'/ Pf 1.936 403 25 35' -3 35' -9 q =27.25 K =5.6 23.677 25.396 Spr(- 23.677) E 3' -0 , T 7' -0 10' 13' -0'/ Pe -0.217 Pv CM 1.2910 Q =15.00 3.68 C =150 0.018403 2' -8'/ Pf 0.049 25 24 35-9 35' -9 25.396 25.445 2' -8'/ Pe Pv 4i&••••• Route 4••••• DR 1.0550 Q =33.79 12.40 C =150 0.220942 3' -8'/ Pf 3.033 404 31 19' -0 19' -6 q =33.79 K =5.6 36.398 39.215 Spr(- 36.398) E(3' -0), T(7' -0) 10 13' -8'/ Pe -0.217 Pv .i••••• Route 5••••• FR 1.2910 Q =35.31 8.65 C =150 0.089697 10'- Pf 1.435 12 11 19' -6 9' -6 41.456 47.227 T(6' -0 ) 6'- 16'- Pe Pv 4.335 CM 1.2910 Q =35.31 8.65 C =150 0.089697 37' -11 Pf 4.477 11 4 9' -6 9' -6 47.227 51.704 2T(6' -0) 12'- 49' -11 Pe Pv 4.&••••• Route 6••••• L, © M.E.P.CAD, Inc. !aAutoSPRINK® VR7 v7.0.60 12/29/2010 7:14:19AM Page 1 �jjj Analysis Job Number: CH0095 Report Description: ENTRY - BALCONY Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length CM 1.29 Q =35.31 8.65 C =150 0.08. 19' -1'/ Pf 2.253 13 19' -6 39.204 6- Pe 12 19' -6 41.456 T(6' -0) 25' -1'/2 Pv , io••••• Route 7••••• CM 1.2910 Q =12.25 3 .00 C =150 0.012653 8' -11 Pf 0.189 25 35-9 25.396 6-0 Pe 26 35-9 25.585 T 6' -0 14' -11'/2 Pv CM 1.2910 _ Q =12.25 3.00 C =150 0.012653 12' -7 Pf 0.235 26 35' -9 25.585 6-0 Pe 30 35' -9 25.820 T(6' -O) 18' -7' Pv Equivalent Pipe Lengths of Valves and Fittings (C =120 only) C Value Multiplier Actual Inside Diameter \ 487 Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter J = Factor Multiplying Factor 0.713 1.16 1.33 1.51 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 P 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 Eel 11Y <° Elbow Ee2 22'/2° 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 GloV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer /Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90 Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap © M.E.P.CAD, Inc. ,J�AutoSPRINK® VR7 v7.0.60 12/29/2010 7:14:19AM Page 2 �jjj Of Outflowing Devices Job Number: CH0095 Report Description: ENTRY - BALCONY Device Actual Flow m Minimum Flow m K- Factor K Pressure (psi Sprinkler 403 27.25 26.00 5.6 23.677 Sprinkler 402 26.82 26.00 5.6 22.930 b Sprinkler 401 26.00 26.00 5.6 21.556 Sprinkler 404 33.79 26.00 5.6 36.398 b Most Demanding Sprinkler Data L, © M. E. P. CAD, Inc. "A AutoSPRINKO VR7 v7.0.60 12/29/2010 7:14:25AM Page 1 11 1 Hydraulic Graph Job Number: CH0095 Report Description: ENTRY - BALCONY Supply at Node 1 100 - Static Pressure 95.000 90 113.85 @ 83.249 80 70 60 . CL ystem demand curve 5 50 N d CL` 40 30 991.00 @ 28.480 20 10 0 0100 200 300 400 500 600 700 800 900 1000 Water flow, gpm Hydraulic Graph Supply at Node 1 Static Pressure 95.000 _ Residual. Pressure 991.00 @ 28.480 Avaaable Pressure Q Time of Test 93.785 @ 113.85 System Demand 113.85 @ 83.249 System Demand (Induding Hose Allowance) 113.85 @ 83.249 L © M.E.P.CAD, Inc. Aj AutoSPRINKO VR7 v7.0.60 12/29/2010 7:14:22AM Page 1 BtIleth 009 FbvA Model RFC56 Concealed Residential Sprinkler (SIN RA0914) c r• A Concealed Residential Sprinkler approved for a minimum density of 0.05 gpm/ft The larger K Factor provides lower pressure demands for 0.10 densities in NFPA -13 residential applications. Features 1.'/2" (13mm) Total adjustment. 2. Smooth aesthetic ceiling profile. 3. Available in brass, chrome and black plated or painted finishes. Listings & Approval 1. Listed by Underwriters Laboratories, and certified by UL for Canada (cULus) 2. NYC MEA 258 -93 -E UL Listing Categories Residential Automatic Sprinklers UL Guide Number VKKW Product Description Model RFC56 Concealed Residential 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. Model RFC56 sprinklers discharge water in a hemispherical pattern below the sprinkler deflector. Residential distribution patterns are higher and generally contain a finer droplet size than standard sprinkler patterns. The combination of speed of operation and high discharge pattern required for residential sprinklers has demonstrated, in fire testing, an ability for controlling residential fires, and thereby providing significant evacuation time for occupants. The RFC56 Spnnkler provides the best form of fire protection by combining an attractive appearance and W (13rrgn) of cover adjustment for ease of installation. The small diameter cover plate is easily and positively attached and blends into the ceiling, concealing the most dependable fire protection available, an automatic sprinkler system. The RFC56 is a UL Listed Residential Sprinkler to be installed in the residential portions of any occupancy in accordance with NFPA 13,13R, & 13D. The RFC56 can reduce the need for precise cutting of drop nipples. The threaded cover plate assembly can be adjusted without toots to fit accurately against the ceiling. The fire Protection system need not be shut down to adjust or remove the cover plate assembly. Application and Installation The RFC56, for residential instatlations, uses a 165OF (74°C) fusible solder link with a drop -down deflector. This assembly is recessed into the ceiling and concealed by a flat cover plate. The cover plate is attached to the skirt, using 135 (57°C) ordinary temperature classification solder. When the ceiling temperature rises, the solder holding the cover plate releases the cover allowing the deflector to drop into position and exposing the sprinkler inside to ceiling temperature. The The Reliable Automatic Sprinkler Co., Inc., 525 North MacOuesten Parkway, Mount Vernon, New York 10552 subsequent operation of the solder link opens the waterway to distribute the discharging water in a hemispherical pattern below the sprinkler deflector. Any adjustment of thread engagement between the cover plate and cup will assure that the drop-down deflector is properly located below the ceiling. The residential distribution pattern contains a finer droplet size than a standard sprinkler, and the pattern produces significantly higher wall wetting. After a 2 % inch diameter hole is cut in the ceiling, the sprinkler is easily installed with the Model G4 Wrench. The wrench has drive tangs which insert into the cup slots. When installing a sprinkler the wrench is first positioned into the sprinkler /cup assembly until the wrench tangs engage the drive slots in the top of the cup (there are two sets of drive slots in the cup). The sprinkler is then tightened into the pipe Te Rating Sprinkler toyer plate MaxAmbient TiTemp. 165 °F /74 °C 135°F/57°C 100'F/38 °C Install Data fitting. When inserting or removing the wrench from the sprinkler /cup assembly, care should be taken to prevent damage to the sprinkler. DO NOT WRENCH ON ANY OTHER PART OF THE SPRINKLER CUP ASSEMBLY. MODEL RFC56 CONC SPRINKLERS MUST BE INSTALLED ONLY WITH 135OF RATED COVERS. In ceilings that have a plenum space above the sprinkler, the plenum space may have neutral or negative pressurization but must not be positively pressurized. In addition, inspect all sprinklers after installation to ensure that both the gap between the cover plate, ceiling and the 4 slots in the cup are open and free from any air flow impediment. NOW. I Uar = I W T\pd Q �� Minimum Requir Thread Size K Sprinkler Maximum Minimum Sprinkler Discharge Inch (mm) Factor Spacing ft (m) Distance to Wall ft. (m) Distance between sprinkler ft. (m) Flow Press. Ipm (fpm) psi (bar) (15mm) 5.6 12 x 12 (3.6x3.6) 6 (1.83) 8 243) 26 (98) 21.6 (1.49) Fqx4_5j,[___7T 73) ' /z" 15mm 5.6 16 x 16 (4.9x4.9) 8 (2.43) 8 (2.43} 26 913 21.6 (1.49) NOW. I Uar = I W T\pd Q Maintenance Model RFC56 Concealed Sprinklers should be inspected quarterly and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any spnnkler cover plate assembly which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick repot of damaged or operated sprinklers. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to rrynimize the potential for damage to sprinklers that would cause improper operation or non - operation. Model RFC56 Residential Concealed Sprinkler Specification Sprinklers shall be cULus Listed low flow residential concealed sprinklers with drop -down deflector and adjustable flat cover plate engineered for a minimum design density of 0.10 gpm/ff. Sprinkler frame and deflector shall be of bronze construction having a 1 /2 " NPT thread. Thermal element shall consist of an approved black- painted beryllium-nickel fusible solder link with lever and strut mechanism, maintaining a Teflon brass cap water seal containing no plastic parts. Sprinkler K- factor shall be nominal 5.6 (80), having a y orifice. Temperature rating shall be Ordinary 165OF (74 cover plate temperature rating to be 135°F (57 Cover plate assembly shall consist of a brass cover plate and copper alloy retainer flange having a push-0 and thread -off design, allowing a 1 12' cover plate adjustment Any secure engagement between the cover plate and the cup will assure that the drop - dawn deflector is property located below the ceiling. A plastic protective cap shall be provided and factory installed inside the sprinkler cup to protect the drop -down sprinkler deflector from damage, Mich could occur during construction before the cover plate is installed. Standard cover finish: [Chrome] [White] [Specialty - specify]. Residential concealed sprinklers shall be Reliable Model RFC56, SIN RA0914 (Bulletin 009). Ordering Information Specify: 1. Sprinkler Model 2. Cover Plate Finish SPRINKLER CUP ASS£AeL Y CE /LING NOL.E — 2 3/8' DUl f60.3m -j 1AMN 2 518" 66.7mml FACE FRYING TO CEILA►1G M iLIX. L' PUSH - OFF FLAT R PLATE AS.SE]SLY L � 112' [13m UU COVER 35116' DtA- -� 3116 ADJUSWAfT IN. 1 [s.&—) f4IMIA I l Comer Platte Finishes m 3. S I i Finishes Chrome White Bright Brass Black Plating Black Paint Off White Satin Chrome "' Other colors and finishes available. Consult factory for details. Mote: Paint or any other coatings applied over the factory finish will void all approvals and warranties. / rte - I' x f 2" REDUCING /— TEE ELBpw -- ITI �? - - - -- (TI I� - -7 ' 1 Lr��r� 2 5/8' 66.7mmJ SPRINKLER CUP ASS£AeL Y CE /LING NOL.E — 2 3/8' DUl f60.3m -j 1AMN 2 518" 66.7mml FACE FRYING TO CEILA►1G M iLIX. L' PUSH - OFF FLAT R PLATE AS.SE]SLY L � 112' [13m UU COVER 35116' DtA- -� 3116 ADJUSWAfT IN. 1 [s.&—) f4IMIA I l Comer Platte Finishes m 3. S I i Finishes Chrome White Bright Brass Black Plating Black Paint Off White Satin Chrome "' Other colors and finishes available. Consult factory for details. Mote: Paint or any other coatings applied over the factory finish will void all approvals and warranties. / rte - Reliable...For Complete Protection Reliable offers a wide selection of sprinkler components. Following are some of the many precision -made Reliable products that guard life and property from fire around the clock. • Automatic sprinklers • Flush automatic sprinklers • Recessed automatic sprinklers • Concealed automatic sprinklers • Adjustable automatic sprinklers • Dry automatic sprinklers • Intermediate level sprinklers • Open sprinklers • Spray nozzles • Alarm valves • Retarding chambers • Dry pipe valves • Accelerators for dry pipe valves • Mechanical sprinkler alarms • Electrical sprinkler alarm switches • Water flow detectors • Deluge valves • Detector check valves • Check valves • Supertrol electrical system • Sprinkler emergency cabinets • Sprinkler wrenches • Sprinkler escutcheons and guards • Inspectors test connections • Sight drains • Ball drips and drum drips • Control valve seals • Air maintenance devices • Air compressors • Pressure gauges • Identification signs • Fire department connection 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: The Reliable Automatic Sprinkler Co., Inc. Recycled (800) 431 -1588 Sales Offices P aper �' (800) 848 -6051 Sales Fax (914) 668 -3470 Corporate Offices Revision lines indicate updated or new data www reliablesprinkler.com Internet Address E.G. Printed in USA.4/05 PM 9999970277 In 0 Rel bile M i Guidelines for Listed Residential Sprinkler installations below Sloped Ceilings The installation guidelines cover Residential Sprinkler Models: F1 Res 49 Pendent F1 Res 49 Recessed Pendent/F2 F1 Res 58 Pendent F1 Res 58 Recessed Pendent/F2 F1 Res 44 HSW F1 Res 44 Recessed HSW/F2 F1 Res 49 CCP F1 Res 58 CCP RFC 43 Flat Concealed RFC 49 Flat Concealed Listings & Approvals 1. Listed by Underwriters Laboratories Inc. and UL Certified for Canada (cULus) 2. NYC MEA 258 -93 -E UL Listing Category Residential Automatic Sprinkler UL Guide Number VKKW Patents: US Patent number 6,516,893 Model F1 Res 49 Product Description for F1 Res Sprinklers Model F1 Res Pendent sprinklers are fast response sprinklers combining excellent durability, high sensitivity glass -bulb and low profile decorative design. The F1 Res Horizontal Sidewall sprinklers are equally attractive when above ceiling piping cannot be used. The 3mm glass -bulb pendent sprinklers, with a K Factor of 4.9 & 5.8 for pendent and 4.4 for horizontal sidewall, permit the efficient use of residential water supplies for sprinkler coverage in residential fire protection design. The low flow F1 Res sprinklers are specially engineered for fast thermal response to meet the sensitive fire protec- tion application needs of the latest residential market stan- dards (UL 1626 Standard "). Upon fire conditions, rising heat causes a sprinkler's heat - sensitive glass -bulb to shat- ter, releasing the waterway for water flow onto the deflec- tor, evenly distributing the discharged water to control a fire. Bulletin 035 Rev. H Residential Sprinkler For Sloped Ceilings F1 Res 49 & 58 \ Pendent w F1 Res 44 HSW , F1 Res 49 & 58 CCP ,- --- - _ Pendent _ r RFC 43 & RFC 49 Effective date July 12, 2002 F1 Res 49 & 58 Recessed Pendent / F2 F1 Res 44 Re RFC 43 & RFC 49 OD C: m W m on The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Product Description for RFC 43 & RFC 49 Model RFC43 & RFC49 Concealed Residential Sprin- klers are fast response residential fusible solder link au- tomatic sprinklers. Residential sprinklers differ from stan- dard sprinklers primarily in their response time and water distribution patterns. Model RFC43 & RFC49 sprinklers discharge water in a hemispherical pattern below the sprinkler deflector. Resi- dential distribution patterns are higher and generally con- tain a finer droplet size than standard sprinkler patterns. The combination of speed of operation and high dis- charge pattern required for residential sprinklers has dem- onstrated, in fire testing, an ability for controlling residen- tial fires, and thereby providing significant evacuation time for occupants. The RFC43 & RFC49 Sprinkler provides the best form of fire protection by combining an attractive appearance and 1 12" (13mm) of cover adjustment for ease of installa- tion. The small diameter cover plate is easily and posi- tively attached and blends into the ceiling, concealing the most dependable fire protection available, an automatic sprinkler system. The RFC43 & RFC49 are UL Listed Residential Sprinkler to be installed in the residential portions of any occupancy in accordance with NFPA 13, 13R, & 13D. The RFC43 & RFC49 can reduce the need for precise cutting of drop nipples. The threaded cover plate assem- bly can be adjusted without tools to fit accurately against the ceiling. The fire protection system need not be shut down to adjust or remove the cover plate assembly. Technical Data (F1 Res Sprinklers): • Thermal Sensor: Nominal 3mm glass -bulb • Sprinkler Frame : Brass Casting • Sprinkler Pressure Rating : 175 psi Factory Hydrostatically Tested to 500 psi • Thread Size : 1 /2 " NPT (RI/2) • K Factor 4.9 (Actual) - F1 Res 49 Pendent Sprinkler 4.4 (Actual) - F1 Res 44 HSW Sprinkler 5.8 (Actual) - F1 Res 58 Pendent Sprinkler • Density Minimum .05 gpm/W Technical Data (RFC 43 & RFC 49): • Thermal Sensor: 165 °F Fusible Link • Sprinkler Frame : Brass Machined • Sprinkler Pressure Rating : 175 psi Factory Hydrostatically Tested to 500 psi • Thread Size : 1 12" NPT (R' /z) • K Factor 4.3 (Actual) RFC43; 4.9 (Actual) RFC49 • Density Minimum .05 gpm /ftz Application Model F1 Res and RFC 43 & RFC 49 Sprinklers are used for Residential Fire Protection according to UL 1626 Stan- dard*. Be sure that orifice size, temperature rating, deflec- tor style, cover plate and sprinkler type are in accordance with the latest published standards of The National Fire Protection Association or the approving Authority Having Jurisdiction. * Effective date July 12, 2002 2. METHOD OF CALCULATING THE CONVERSION OF 'RISE - OVER -RUN' TO DEGREES OF AN ANGLE. CA run 1..4 A = TAN (a /b) l (rise) C 2. slope distance: c = 17 _+b Example: a = 4 b = 12 4 A = TAN - ' (a /b) 4 A = TAN - ' = (0.333) 4 A = 18.43' slope distance: c = 4 +12 C = 160 C = 12.65 035_ROR A Model F1 Res 49 Pendent & F1 Res 49 Recessed Pendent/F2 & F1 Res 49 CCP Pendent, Model F1 Res 58 Pendent & F1 Res 58 Recessed Pendent/F2 & F1 Res 58 CCP Pendent, RFC 43 & RFC 49 Pendent Flat Concealed Sprinklers installed below Sloped Ceilings. Note: F1 4 F1 Res 49 & 58 F1 Res 49 & 58 F1 Res 49 & 58 CCP Pendent Recessed Pendent / F2 Pendent sprinklers are not suitable for installation in ceilings which have positive pressure in the space above. A -B C - FLEVAnoN n. LISTED AREA OF COVERAGE CORRESPONDS TO CEILING SLOPE — L = THE MAXIMUM LISTED SPRINKLER SPACING, LENGTH (8' -0" MINIMUM). L/2 = ONE HALF THE MAXIMUM LISTED SPRINKLER SPACING (0' -4" MINIMUM). W = THE MAXIMUM LISTED SPRINKLER SPACING, WIDTH. A = 3' -0" MAXIMUM. 8 = RANGE: 2/12 (9. r) < 8 S 8/12 (33.7 C = 8' -0" MINIMUM. 5. B -af L = THE MAXIMUM LISTED SPRINKLER SPACING. LENGTH (8'-0 MINIMUM). L/2 = ONE HALF THE MAXIMUM LISTED SPRINKLER SPACING (0' -4" MINIMUM). W = THE MAXIMUM LISTED SPRINKLER SPACING, WIDTH. A = 3'-0' MAXIMUM. 8 = RANGE: 2/12 (9.4') < 8 S 8/12 (33.T) C = 8'-0' MINIMUM. Sprinkler spacing below multiple sloped ceilings with a maximum slope of e /12 (33.7 pitch. A M I F1 Res 49 Pendent & F1 Res 49 Recessed Pendent/F2 installed below Sloped Ceiling. Tenical Data Table 1 - Applicati" Max. kxV Slope er SpaGng A Along (w) width x ( L) Length It (m) Max. 33 Pilch Actual Min. Flow Per Sprinkler Head gpm (Lpm) Pressure Psi (bar) Sprinkler Th Pressure Ambient K Factor Sprinkler Escutcheon identification Size psi (bar) Temp (metric) Length Number (SIN) 13 (4 13 (49) C' 7.0 (0,48) 13 (49) 7.0 (0,48) 16 x 16 (4,9 x 4,9 ) 'h" NPT (RI/2) 175 (12) 100 (38) 4.9 (69,94) 2.25" (57mm) 1/2" Ad ustment) R3516 Table 1 - Applicati" Max. kxV Slope er SpaGng A Along (w) width x ( L) Length It (m) Ma)L Slope of -h: 33 Pilch LIML Slope Of /12 18 Pitch Min. Flow Per Sprinkler Head gpm (Lpm) Pressure Psi (bar) Sprinkler Temp. Rating °F (°C) 155 (tom do 175 (7'9) 1 (SEM) 175°F (79°C) 1551F ) (m) Min. Flow Per Sprinkler Head gpm P psi ( 1381 1 12 x 12 (3,6 x 3,6) 13 9 13 (49 ) 7.0 0,48 7.0 0,48 13 49 7.0 0,48 14 x 14 (4,3 x 4,3) 13 (4 13 (49) 7.0 (0,48 7.0 (0,48) 13 (49) 7.0 (0,48) 16 x 16 (4,9 x 4,9 ) 13 (49) 13 (49) 7.0 (0,48) 7.0 (0,48) 13 (49) 7.0 (0,48) 18 x 18 (5,5 x 5,5) 17 (64.3 ) 18 68,2) 12.0 (0,83) 13.5 (0,93 ) 18 (68,3) 13.5 (0,93) 20 x 20 (6,1 x 6,1 ) 20 (75,7 ) 21 (79,5) 16.7.(1,15 ) 18.4 (1,28) 20 (75,7) 16.7 (1,15) Model F1 Res 49 CCP Pendent instal below Sloped Ceiling. Technical Data Table 2 - Application \ Max. Sprinkla Spacing V Slope (W) Width x o ( L) Length ft (m) Sprinkler CCP Assy. Max.m Max. Actual p sprimider Thread Size Temp. 9 Temp 7.0 (0,48 Ambient K Sprinkler Idendrication 7.0 (0.48) °F (°C) °F °C (bar) F Temp. °C Factor (metric ) Length Number (SIN) 'h' NPT (R 1 121 155 (68) 135 (57) 17 12) 100 (38) 4.9 (69,94) 2.25' (57mm ) R3516 Table 2 - Application \ Max. Sprinkla Spacing V Slope (W) Width x o ( L) Length ft (m) Max Slope Of Ohl s 33 Max. of 'h: 18.4° Pitch Min. Flow Per Sprinkler Head p P ) Min. Flow Per Sprinkler Heed p 12 x 12 3,6 x 3,6) 14 (53) 8.2 (0,57) 13 (49) 7.0 (0,48 14 x 14 (4,3 x 4,3) 14 (53) 8.2 (0,57) 13 49 7.0 (0.48) 16 x 16 (4,9 x 4,9) 14 (53 ) 8.2 (0,57) 14 (53) 8.2 (0,56) 18 x 18 (5,5 x 5,5 ) 23 (87) 22 (1,52) 20 75,7 17 (1,17 20 x 20 (6,1 x 6,1) 23 (87) 22 (1,52) 1(75,7) 17(1,1 Model F1 Res 58 Pendent & F1 Res 58 Recessed Pendent/F2 i lied below Sloped Ceiling. Technical Data IT Thread Max. MWL Max of 'h: 18.4° Poch Min. Flow Per Sprinkler Head gpm (Lpm) Sprinkler Iderrtltiea- Sim Pressure AmbieenttTemp. K Factor (Metric) Length F cheon tion Number (SIN) 155 WC 21 (79.5) 23 (87) 13.1 (0,9) 15.7 (1,1) 'h" NPT (RI/2) 175 (12) 100 (38) 5.8 (83,38) 2.25" 7mm) stment / Ad R3513 Table 3 - Application Max Sprinkler Slope Along Sb (W) Width x (L) Length ft (m) Max. Slope of °h: 33 Pitch Max of 'h: 18.4° Poch Min. Flow Per Sprinkler Head gpm (Lpm) Pressure Psi (bar) Min. Flow Per Sprinkler Head Pressure psi (bar) 155°F 88°C 175 155°F 68°C 175°F 1 SWC 155 WC 12 x 12 (3,6 x 3,6) 21 (79.5) 23 (87) 13.1 (0,9) 15.7 (1,1) 14 x 14 4,3 x 4,3) 21 (79.5) 23 (87) 13.1 0,9) 15.7 (1,1) 16 x 16 (4,9 x 4,9) 21 (79.5) 23 (87) 13.1 0,9 15.7 (1,1) 18 x 18 (5,5 x 5,5 ) 23 (87 ) 15.7 (1,1) 20 (75,7) 12 (0,83) 20x20(6,1 x6,1) 23 (87) 15.7(1,1) 20(75,7) 12(0,83) 7. el F1 Res 58 CCP Pendent Installed below sloped Ceiling. Tech al Data ..._..... — Sprinkler Temp. CCP Y. Temp. Max Ambient Actual Sprinkler Sprinkler Identification Thread Size Rating Ratin Pressure psi (bar) Temp. m K Factor (metric) Length Number (SIN) Adjustment KC) -F °C OF °C bar OF °C 'h" NPT R' /z 155 68 135 57 175 12 100 38 5.8 83,38 2.25" 57mm R3513 x20(61 x61) 24(91) 31 (2,14) 1 21 (79) I 23.8(1,64) Model RFC 49 Pendent Flat Concealed installed below Sloped Ceiling. 1pnnwer VVV6TlAmw maw. Thread Size Te � � R �ting Temp. Rating Pressure Ambient Temp. K Factor Identification -'l_ -- ^ —• -- or ions L ..�s..\ Adler w a..1.ar /cr�rl Table 6 - App lication Head Pressure Max Sprinkler Spacing Along Slope Max' ' Pitch Max. of %: 18.4 PfEch (VV) Width x (�� Length R Slope Min. Flow Per Sprin kler ( � ' Id Pressure Mln Flow Per Sprinkler Installation Guidelines 1. For systems designed in accordance with NFPA 13, 13D and 13R, where specific UL Listed flows are not required, consult with the local Authority Having Juris- diction regarding the number of design sprinklers for sloped ceilings having a pitch greater than (9.4 2. Installation of UL Listed residential sprinklers under sloped ceilings shall be limited to a type of unob- structed construction consisting of smooth ceilings, as defined by NFPA 13, having a maximum pitch of 4/12 (18.4 or 8/12 (33.7 3. Spacing of residential sprinklers under sloped ceil- ings is measured along the slope when determining the distance off of walls and between sprinklers. 4. Measure listed areas of coverage along the sloped ceiling. The actual floor coverage area will be less than the listed area. 5. For coverage areas less than the listed coverage area shown in Tables 1 through 5, use the minimum flow requirement for the next largest listed coverage area. 6. Minimum spacing between pendent type sprinklers is 8 ft. (2.4 m). Minimum distance from a pendent type sprinkler and an adjacent wall is 4" (102 mm). 7. Residential sprinklers located closest to the peak of the ceiling shall have the deflectors located not more than 3 ft (1m) vertically down from the peak. Align de- flectors parallel with the ceiling slope 1" to 4" (25mm to 102mm) below the sloped ceiling. 8. Hydraulic Requirements: a. For NFPA 13D Systems, the number of design sprinklers shall include all sprinklers within a compartment, up to a maximum of two sprinklers (where specific UL Listed flows are required) that requires the greatest hydraulic demand. b. For NFPA 13R Systems, the number of design sprinklers shall include all sprinklers within a com- partment, up to a maximum of four (4) sprinklers (where specific UL Listed flows are required), that requires the greatest hydraulic demand. 91 Model RFC43 Pendent Flat Concealed installed below Sloped Ceiling. Technical Data 5pnnvuer wverxaw maw. — –�- Thread Size Temp. Rating Temp. Rating Pressure Ambient Temp. K Factor Adjustment -F °C OF °C bar OF °C metric Number SIN ' "NPTR' 157 13557 17 502) 1 4.3614 ' R0612 able 5 - Application SHM Of */12 4 g, p Nil Max. Sprinkler Spacing Along Slope Min. Flow Per Sprinkler Head Pressure Min. re r J ft m do d061fy .,... �..�� IAIrM 175(1911 13 (49) 9.1(0.63) `► # x20(61 x61) 24(91) 31 (2,14) 1 21 (79) I 23.8(1,64) Model RFC 49 Pendent Flat Concealed installed below Sloped Ceiling. 1pnnwer VVV6TlAmw maw. Thread Size Te � � R �ting Temp. Rating Pressure Ambient Temp. K Factor Identification -'l_ -- ^ —• -- or ions L ..�s..\ Adler w a..1.ar /cr�rl Table 6 - App lication Head Pressure Max Sprinkler Spacing Along Slope Max' ' Pitch Max. of %: 18.4 PfEch (VV) Width x (�� Length R Slope Min. Flow Per Sprin kler ( � ' Id Pressure Mln Flow Per Sprinkler Installation Guidelines 1. For systems designed in accordance with NFPA 13, 13D and 13R, where specific UL Listed flows are not required, consult with the local Authority Having Juris- diction regarding the number of design sprinklers for sloped ceilings having a pitch greater than (9.4 2. Installation of UL Listed residential sprinklers under sloped ceilings shall be limited to a type of unob- structed construction consisting of smooth ceilings, as defined by NFPA 13, having a maximum pitch of 4/12 (18.4 or 8/12 (33.7 3. Spacing of residential sprinklers under sloped ceil- ings is measured along the slope when determining the distance off of walls and between sprinklers. 4. Measure listed areas of coverage along the sloped ceiling. The actual floor coverage area will be less than the listed area. 5. For coverage areas less than the listed coverage area shown in Tables 1 through 5, use the minimum flow requirement for the next largest listed coverage area. 6. Minimum spacing between pendent type sprinklers is 8 ft. (2.4 m). Minimum distance from a pendent type sprinkler and an adjacent wall is 4" (102 mm). 7. Residential sprinklers located closest to the peak of the ceiling shall have the deflectors located not more than 3 ft (1m) vertically down from the peak. Align de- flectors parallel with the ceiling slope 1" to 4" (25mm to 102mm) below the sloped ceiling. 8. Hydraulic Requirements: a. For NFPA 13D Systems, the number of design sprinklers shall include all sprinklers within a compartment, up to a maximum of two sprinklers (where specific UL Listed flows are required) that requires the greatest hydraulic demand. b. For NFPA 13R Systems, the number of design sprinklers shall include all sprinklers within a com- partment, up to a maximum of four (4) sprinklers (where specific UL Listed flows are required), that requires the greatest hydraulic demand. 91 Model RFC43 Pendent Flat Concealed installed below Sloped Ceiling. Technical Data c. For NFPA 13 systems, the design area shall be the area that includes the four (4) hydraulically most demanding sprinklers. The minimum re- quired discharge from each of the four hydrauli- cally demanding sprinklers shall be the greater of the following: (1) In accordance with the minimum flow rates in- dicated by the individual listings (that already will provide a minimum density of 0.1 gpm/ft2); or (2) A calculated value based on delivering a mini- mum of 0.1 gpm/ft2 over the design area. 9. Because of the varied nature of residential construc- tion features, there will be some compartment designs which cannot be fully sprinklered in accordance with Model F1 NFPA 13, 13D, or 13R. In these instances, consult the Authority Having Jurisdiction (AHJ) for guidance and approval. This includes sloped ceilings having a pitch greater than 8/12 (33.7 10. Glass bulb sprinklers have orange bulb protectors to minimize bulb damage during shipping, handling and installation. REMOVE THIS PROTECTION AT THE TIME THE SPRINKLER SYSTEM IS PLACE IN SER- VICE FOR FIRE PROTECTION. Removal of the pro- tectors before this time may leave the bulb vulnerable to damage. RASCO wrenches are designed to install sprinklers when covers are in place. REMOVE PRO- TECTORS BY UNDOING THE CLASP BY HAND. DO NOT USE TOOLS TO REMOVE THE PROTECTORS. 44 and F1 Res 44 HSW/F2 installed below Sloped Ceiling. � w F1 Res 44 F1 Res 44 HSW Recessed HSW/F2 0 kwim aiscnarge airemea aown the slope) Honzontai bioewan bpnnKier (with discharge directed across the slope) U57ED AREA OF COVEW E 70P OF DEFLECTOR AAIST BE LOC471 4" TO 12" BELOW SLOPED CEUW. THE 70P OF THE DEFLECTOR AMFST I PARALLEL MATH 7W PLANE OF THE DOSCH4RG£ IS THE SLOPE L = THE MAXIMUM LISTED SPRINKLER SPACING, LENGTH. W = THE MAXIMUM LISTED SPRINKLER SPACING, WIDTH. W/2 = ONE —HALF THE MAXIMUM LISTED SPRINKLER SPACING, WIDTH (0' -4' MINIMUM). A = 3' -0' MAXIMUM. B = RANGE: 2/12 (9.4') < B s 8/12 (33.7). C = 8' -0' MINIMUM. '`L D AREA OF COVERAGE ESPOAVS TO CE"W SLOPE 70P OF DEFLECTOR MUST BE LOCATED 4" 70 12" BELOW SLOPED CEILING 7H£ 70P OF TW MIEC70R A967 BE PARALLEL WITH 7HE PLANE OF 7HE COUNG. DMCNA GE IS QM THE SLOPE. HSW sprinkler spacing below single sloped ceilings with a maximum slope of 8 /, 2 (33.7 pitch. W W W 2 W/2 W W Z W/2 A *--B LZIM ARFiA OF C10H'OWM 00 105 7O CEXMV SLOPE C W OF DDI CIOR MET BE LOCXW 4" 7D Q" BELOW SLOPID CE1/M: VIE ELEW I 7OP OF TW DEFLECM YLST BE PARALLEL WAN VIE PLAW OF VIE Ca M". DL9C *W&r IS 40= VIE SLOPE L = THE MAXIMUM LISTED SPRINKLER SPACING, LENGTH. W = THE MAXIMUM LISTED SPRINKLER SPACING, WIDTH (0' -4' MINIMUM). W/2 = ONE —HALF THE MAXIMUM LISTED SPRINKLER SPACING, WIDTH (0' -4' MINIMUM). A = 3'-0' MAXIMUM. B = RANGE: 2/12 (9.4") < 8 s 8/12 (33.r). C = 8'-D' MINIMUM. 055fwf Wer spacing a 12 i2 I2 10. Mod@l F1 RES 44 HSW & F1 RES 44 HSW Recessed HSW/F2 installed below Sloped Ceiling. TechnTftl,qata Table 7 - Application Sprinkler Max S Ong Along Slope (V Width x (L} L ft (m) nlder Temp Max. Max. Actual Sprinkler Min. Flow gpm (Lpm) S Thread Size Rating Pressure Ambient Temp. K Factor Lenght Escutcheon Identification 17 64,3 °C bar °F °C metric 17 (64,3) 15 (1,04 Number (SI 'h" NPT (R'h) 175 (12) 100 (38) 4.4 (62,8) .45" 27.4(1,89 ) R3531 27,4(1,89) 175 16x18 49x55 18(68 16.8 116 (6 ('/z" Ad ustment) Table 7 - Application Sprinkler Max S Ong Along Slope (V Width x (L} L ft (m) Max of 4A2 16.4° Pitch Discharge Directed Across the Slope 4" to 6° Deflector to Celli Discharge Directed Across the slope 6" to 12" Deflector to Ceil Ml n gpm (Lpm) Pressure psi (bar) Min. Flow gpm (Lpm) Pressure psi (bar) 12 x 12 (3,6 x 3,6) 16 ,5) 13.3 (0,92) 17 (64,3) 15 (1,04) 14 x 14 4,3 x 4,3) 16 (60IN 13.3 (0,92) 17 64,3 15(1,04 16 x 16 (4,9 x 4,9) 16 (60,5) 13.3 (0,92) 17 (64,3) 15 (1,04 16 x 18 (4,9 x 5,5) 18 (68,1 ) 16.8 (1,16 ) 20 (75,6) 20.7 1,43) 16x20 4,9x6,1) 23(68,1) 27.4(1,89 ) 23(68,1) 27,4(1,89) Table 8 - Application Max" � Spacing Mw in9 Slope (W) Width x ( L) Length ft (m) 8 /12 33.7 Pft . SLOW Of i Discharge Directed Down the Slope 4" to 6" Deflector to Ceiflno he Slope \f6'-'to e Directed 12" to Ceiling r+g ae Directed Across the Slope 4" to 12" Deflector to Ceili (') Mir. Flow Pressure bar t'► Min. Pressure n> Min. Plow Pressure 1 x 12(45,4) 7,5(0.52) 14(53.0 71 16(60.6) 13.3(0.92 14x14 43x43 14 530 10.2 071 16 606 13. 092 16(60 13.3 092 16x16 49x49 16(60 13.3( 092 17 644 15 1 16(60 13.3 092 16x18 49x55 18(68 16.8 116 20(75 20.7 1 16 x 20 4,9 x 6,1) 23 (72,0) 27.4 (1,89) 23 (87,1) (') Minimum flow per sprinkler gpm (Lpm). (2) Minimum 3 head design in a compartment. (1) 155 °F only. Installation Guidelines 1. For systems designed in accordance with NFPA 13, 13D and 13R, where specific UL Listed flows are not required, consult with the local Authority Having Juris- diction regarding the number of design sprinklers for sloped ceilings having pitch greater than (9.4 2. Installation of UL Listed residential sprinklers under sloped ceilings shall be limited to a type of unobstruct- ed construction consisting of flat, smooth ceilings, as defined by NFPA 13, having a maximum pitch of 4112 (18.4 °) or 8/12 (33.7 °). 3. Where listed, install horizontal sidewall sprinklers along the wall below the sloped ceiling when dis- charge is directed across the slope, and install at the peak below the sloped ceiling when discharge is directed down the slope. Always align the sprinkler deflector parallel with the direction of the sloped ceil- ing. 4. Residential HSW sprinklers located closed to the peak of the ceiling shall have the deflectors located not more than 3 ft. (1m) vertically down from the peak. 5. Spacing of residential HSW sprinklers under sloped ceilings is measured along the slope when determin- ing the distance off of walls and between sprinklers. 6. Measure listed areas of coverage along the sloped ceiling. The actual floor coverage area will be less than the listed area. 7. For coverage areas less than the listed coverage area shown in Tables 1 through 6, use the minimum flow requirement for next largest listed coverage area. 8. Minimum spacing between horizontal sidewall sprin- klers is 8 ft. (2.4 m). Minimum distance from a hori- zontal sidewall sprinkler and an adjacent wall is 4" (102 mm). 9. Hydraulic Requirements: a. For NFPA 13D Systems, the number of design sprinklers shall include all sprinklers within a compartment, up to a maximum of two sprinklers (where specific UL Listed flows are required) that requires the greatest hydraulic demand. b. For NFPA 13R Systems, the number of design sprinklers shall include all sprinklers within a com- partment, up to a maximum of four (4) sprinklers (where specific UL Listed flows are required), that requires the greatest hydraulic demand. 11. c. For NFPA 13 systems, the design area shall be the area that includes the four (4) hydraulically most demanding sprinklers. The minimum re- quired discharge from each of the four hydrauli- cally demanding sprinklers shall be the greater of the following: (1) In accordance with the minimum flow rates in- dicated by the individual listings (that already will provide a minimum density of 0.1 gpm/ft2); NFPA 13, 13D, or 13R. In these instances, consult the Authority Having Jurisdiction (AHJ) for guidance and approval. This includes sloped ceilings having a pitch greater than 8/12 (33.7 11. Glass bulb sprinklers have orange bulb protectors to minimize bulb damage during shipping, handling and installation. REMOVE THIS PROTECTION AT THE TIME THE SPRINKLER SYSTEM IS PLACE IN SER- VICE FOR FIRE PROTECTION. Removal of the pro - or tectors before this time may leave the bulb vulnerable (2) A calculated value based on delivering a mini- to damage. RASCO wrenches are designed to install mum of 0.1 gpm/ft2 over the design area. sprinklers when covers are in place. REMOVE PRO - 10. Because of the varied nature of residential construc- TECTORS BY UNDOING THE CLASP BY HAND. DO tion features, there will be some compartment designs NOT USE TOOLS TO REMOVE THE PROTECTORS, which cannot be fully sprinklered in accordance with Model F1 res 49 Pe ent, F1 Recessed Pendent/F2, F1 Res 49 Concealed (CCP), RFC 49 and RFC 43 installed below sloped ceiling a maximun slope of 8 /12 (33.7 pitch. Table 9 - Application L O L = THE MAXIMUM LISTED SPRINKLER SPACING, LENGTH (8'-0' MINIMUM). L/2 = ONE HALF THE MAXIMUM LISTED SPRINKLER SPACING (0' -4' MINIMUM). W = THE MAXIMUM LISTED SPRINKLER SPACING, WIDTH. A = 3'-0' MAXIMUM. B = RANGE: 2/12 (9.4') < B S 8/12 (33.7). C = 8'-0' MINIMUM. MULTI- SPRINKLER ARRAINGEMENT FOR SLOPED CEILINGS WITH A MAXIMUM SLOPE OF 8/12 (33.7) PITCH. 0_ 7 JF i07 Fig. 7 12. Max. Min. Sprinkler Coverplate Mods K - Factor [ Ft Fkw&Vressure Temperature Rating Temperature ( ) x Ft (m x m 1 / bar OF °C Rated°F °C F1 Res 49Pendent 4.9 (69,94) 10 x 10 3 x 3 1 / 7.0(0,48) 155 68 - R e Recoesed Pertderrf/F2 4.9 (69,94) 10 x 10 (3 x 3) 13(49) / 7. ,48) 155 (68) - F1 Res 49CCP Pendent 4.9 (69,94) 10 x 10 (3 x 3 ) 13(49) / 7.0(0,48 155 (68) 135 (57) RFC491 4.9 (69,94 ) 10 x 10 3 x 3) 1 14(53) /8.2(0,57) 165 (74) 135 (57) RFC43Pendent 4.3 (61,4) 10 x 10 (3 x 3) 1 18(68) /17.5(1,21) 165 (74) 135 (57) L O L = THE MAXIMUM LISTED SPRINKLER SPACING, LENGTH (8'-0' MINIMUM). L/2 = ONE HALF THE MAXIMUM LISTED SPRINKLER SPACING (0' -4' MINIMUM). W = THE MAXIMUM LISTED SPRINKLER SPACING, WIDTH. A = 3'-0' MAXIMUM. B = RANGE: 2/12 (9.4') < B S 8/12 (33.7). C = 8'-0' MINIMUM. MULTI- SPRINKLER ARRAINGEMENT FOR SLOPED CEILINGS WITH A MAXIMUM SLOPE OF 8/12 (33.7) PITCH. 0_ 7 JF i07 Fig. 7 12. ' __--4-� 4�-B X //I LISTED AREA OF COVERAGE CORRESPONDS TO CEILING SLC 2 L = THE MAXIMUM LISTED SPRINKLER SPACING, LENGTH (10' -0" MAXIMUM) (8' -0" MINIMUM). L/2 = ONE HALF THE MAXIMUM LISTED SPRINKLER SPACING (5' -0" MAXIMUM) (4' -0 "MINIMUM) W = THE MAXIMUM LISTED SPRINKLER SPACING, WIDTH (10' -0"). A = 3' -0" MAXIMUM. B = RANGE: 2/12 (9.4') < B 5 8/12 (33.7'). C = 8' -0" MINIMUM. L = B + C D = 8' - 0" MINIMUM A = 3' - 0" MAXIMUM 035FG08 Fig. 8 13. E LEVATION /!2 Installation Guidelines per UL1626A 1. For systems designed in accordance with NFPA 13, 13D and 13R, where specific UL Listed flows are not required, consult with the local Authority Having Juris- diction regarding the number of design sprinklers for sloped ceilings having pitch greater than (9.4 2. Installation of UL Listed residential sprinklers under sloped ceilings shall be limited to a type of unob- structed construction consisting of smooth ceilings, as defined by NFPA 13, having a maximum pitch of 8/12 (33.7 3. Spacing of residential sprinklers under sloped ceil- ings is measured along the slope when determining the distance off of walls and between sprinklers. 4. Measure listed areas of coverage along the sloped ceiling. The actual floor coverage area will be less than the listed area. 5. For coverage areas less than the listed coverage area shown in Tables 8, use the minimum flow requirement listed. 6. Minimum spacing between pendent type sprinklers is 8 ft. (2.4 m). Minimum distance from a pendent type sprinkler and an adjacent wall is 4" (102 mm). 7. Reidential sprinklers located closest to the peak of the ceiling shall have the deflectors located not more than 3 ft (1 m) vertically down from the peak. Align de- flectors parallel with the ceiling slope 1" to 4" (25mm to 102mm) below the slope ceiling. 8. Hydraulic Requirements: a. For UL1626A, the number of design sprinklers shall include up to a maximum of two sprinklers that requires the greatest hydraulic demand. 9. Glass bulb sprinklers have orange bulb protectors to minimize bulb damage during shipping, handling and installation. REMOVE THIS PROTECTION AT THE TIME THE SPRINKLER SYSTEM IS PLACE IN SER- VICE FOR FIRE PROTECTION. Removal of the pro- tectors before this time may leave the bulb vulnerable to damage. RASCO wrenches are designed to install sprinklers when covers are in place. REMOVE PRO- TECTORS BY UNDOING THE CLASP BY HAND. DO NOT USE TOOLS TO REMOVE THE PROTECTORS. 10. A maximum distance from the floor to the ceiling peak of 24 ft. 11. A maximum of two sprinklers installed within 3 ft. verti- cally of the peak. 12. Installation is for smooth, flat ceilings only that do not extend into or serve as a ceiling for an upper level floor in the structure. 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. Productsmanufactured and distributed by Reliable have been protecting Irfe and property for over 90 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout ft United States, Canada and foreign countries. Manufactured by The Reliable Automatic Sprinkler Co., Inc (800) 431 -1588 Sales Offices (800) 848 -6051 Sales Fax (914) 829 -2042 Corporate Offices www.reliablesprinkler.com Internet Address Revision lines indicate updated or new data. EG. Printed in u.S.A t 1x09 PM 9999970245 POTTER RMME try SINGLE INLET FUNCTION: Used as an auxiliary inlet connection to supplement the fire protection water supply. Provides unobstructed waterway. Flush design desirable when appearance is a factor. REGULARLY FURNISHED: Brass plate with lettering as selected. Polished brass snoot with rigid end NPT x pin lug hose thread swivel, pin lug plug and chain. Round or square plate; size as selected by model number. With 4% "111.4 cm Round Plate With 8 "120.3 cm Round Plate With 8 "120.3 cm Square Plate Rough Brass Polished Model Size Model Type Size 5016 ...........2%"76.4 cm 1 5005 .....F x F......1''13.a 5011 ...........2'1'76.4 cm 017 ...2!1"x 3 "16.4 cm x7.6 cm 5012 ... x 76.4 cm x7.6 am 5018 ............3 "n.6 cm OPTIONAL FINISHES: -D 5013 ............3 "/7.6 cm Polished chrome plated (Refer LETTERING: AUTO SPKR SPECIFY: Thread and lettering t o page 6 fo special finishes) STANDPIPE FUNCTION: Used as an auxiliary inlet connection to supplement the fire protection water supply. Drop clappers provide unobstructed waterway. Flush design desirable when appearance is a factor. REGULARLY FURNISHED: Cast brass body with drop clappers. Size, outlet location and number of inlets as selected by model number. Polished brass plate with lettering as selected. Polished brass 2;e' cm double female snoots with rigid end NPT x pin lug hose thread swivels, pin lug plugs and chains. TWO -WAY INLET I THREE -WAY INLET Back Outlet Top or Bottom Outlet ' -E ( -C-I I -E I H I B + + D +' t i I I - A -I I -F -1 Plate _ 15" sat«" -I -E- I 3 +h" t I 8S cm 4h ") 11.4 cm 9" + + �9an 3" I `ap Snoot 7,6 °" 11 +h t SUFFD( -F -G 3 "776cm Female Hose Thread Inlet Back Outlet Top or Bottom Outlet W E r . i -C -I I A I -H -I FF D U P A" I I A6a n A plate - E - - E - 20" _ saam - - - I - 3 4% as &9= 9 . t + + 22.9 am 3" ( l O.O 7.6 em Snoot ` 1 , h "16 an` SUF13X - F t Model Outlet SI>x UL FM A 6 C D E F 6 H No. Location cm Listed Approval in. In. in. in. in. in. in. in No. na ue ae em rw cm an v Inlets 5821 Back 4 x 212 x 272 YES NO 11 6 5'h 6 7 11 5' /. 10.2 x6.4x6.4 27.9 15.2 14 15.2 178 27.9 _ 14.6 2 5025 Back 6 x 2'h x 21/= NO NO 12 8 T1 912 Th 12 Sy, 15.2 x 6.4 x 6.4 32.3 22.2 19.6 24.7 19 30.4 _ 13.3 2 5031 Back 6 x 2'/= x 2'h. x 2'h NO NO 16 11 T/. 12'h 6 10 6 5'k 15.2x6.4x6.4x6.4 40.6 279 196 31.7 15.2 25.4 15.2 14 3 5022 Bottom 4 x 2'h x 2'h YES NO 11 6 57= 6 7 11 Sh 10.2x6.4x6.4 279 15.2 14 15.2 178 279 _ 14.6 2 5026 Bottom 6 x 2 x 2'h NO NO 12'/ 8°/ 1 9'h 7'l' 12 5'h 15.2x6.4x6.4 32.2 22.2 196 24.7 19 30.4 _ 13.3 2 5032 Bottom 6 x 2'h x 2'h x 2'/' NO NO 16 11 Tl. 12'h 6 10 6 5'h 152x6.4x6.4x6.4 40.6 27.9 19.6 31.7 15.2 25.4 75.2 14 3 5023 Top 4 x 2'h x 21h YES NO 11 6 5'/ 6 7 11 5'/. 10.2x6.4x6.4 27.9 15.2 1 14 15.2 17.8 279 _ 14.6 2 5827 Top 6 x 2'l: x 2'h NO NO 12'/, 8'!. 7'/, 9'l: 7 12 5 15.1 x 6.4 x 6.4 32.3 222 19.6 24.7 19 30.4 _ 13.3 2 5833 TOP NO NO q 6 2719 54: 1152 x 6.4x6.4x6!4 196 3?7 15.2 25 1 3 OPTIONAL FINISHES: LETTERING AVAILABLE: VARIATInM- -D Polished Chrome Plated -SS Polished Stainless Steel Plate (Refer to page 6 for special finishes) AUTO SPKR STANDPIPE DRY STANDPIPE AUTO SPKR STANDPIPE (Refer to page 5-8 for special l ettering) -F Sillcock Flange Plate with Sillcock SPECIFY: Thread and lettering NOTE: ALWAYS INDICATE HOSE THREAD REQUIREMENTS All dimensions in English and Metria i ce± �U Page 5-2 ri qT".M@ MODELS Lti 90G -21 90A -21 CLA=VAU Fire Protection Pressure Reducing Valve oas 90 -21 UL Listed �U�� 0 Fires Prntorrtinn Valves Special System Water Control Valves — Class II UL P Category VLMT — File No. Ex 2 534 • U.L. Listed, ULC Listed, MEA Approved • Globe or Angle Pattern • Proven Reliable Design • Available in Cast Bronze, Ductile Iron and Cast Steel • Accurate Pressure Control • In Line Service • Grooved Ends (1 1/2" - 8 ") Cla -Val 90G -21 (globe) and 9OA -21 (angle) Pressure Re- ducing Valves are indispensable in any fire protection sys- tem. Our diaphragm actuated design is proven highly reliable and easy to maintain. We offer both a globe or angle pattern with a full range of adjustments. These valves are also avail- able in a variety of material options. Epoxy coating is strongly recommended for all fire system valves (excluding bronze valves). The 90G -21 and 90A -21 can be supplied with optional internal and external epoxy coating of the main valve wetted surfaces. Cla -Val 90G -21 (globe) and 90A -21 (angle) Pressure Re- ducing Valves automatically reduce a higher inlet pressure to a steady lower outlet pressure regardless of changing flow rate and /or varying inlet pressure. The valves pilot con- trol system is very sensitive to slight downstream pressure fluctuations, and will automatically open or close to maintain the desired pressure setting. The downstream pressure can be set over a wide range by turning the adjustment screw on the CRD pilot control. The adjustment screw is protected by a screw -on cover, which can be sealed to discourage tampering. Schematic Diagram Item Description 1 Model 100 -01 Hytrol (Globe or Angle) 2 X58C Restriction Tube Fitting 3 CRD Pressure Reducing Control 4 X46A Flow Clean Strainer nET UAM ME HEADER . Typical Application Underwriters Laboratories requires the installation of pressure == "- = =' gauges upstream and downstream of the Pressure Reducing Valve. wdb� Also, a relief valve of not less than 1/2 inch in size must be installed on the downstream side of the pressure control valve. Adequate ii la! drainage for the relief valve discharge must be provided. UL/ ULL, LISUFlgS dlobe Pattem Ductile Iron Grooved End gle Pattem Ductile Iron Grooved End Size Ductile Iron 150# F Ductile Iron 300# S Ductile Iron 300 # F Bronze 300# Threaded Bronze 150# F Bronze 300# F Cast Ste 300# 1 1 UL / L / ULC UL UL / ULC 2" UL / ULC UL / ULC UL / ULC UL / ULC ULC ULC UL UL UL UL /ULC ULC UL /ULC UL /ULC ULC U L CU L 3" UL / ULC UL / ULC UL / ULC UL / ULC ULC ULC UL UL UL 4" UL /ULC UL /ULC ULC ULC UL UL UL 6" UL / ULC UL / ULC UL UL 8" UL / ULC UL/ULC UL 10" ULC ULC LU CWVAL MEA 90 -21 UL Listed Grooved End Fire Protection Valve Dimensions VALVE SIZE {inches 1 1 ' 2" 2' /2' 3" 4^ 6" 8^ 10" A THREADED 7.25 9.38 11.00 12.50 GB - Tunbridge Wells Canada LOR IB4 Lausanne. Switzerland - AA 150 ANSI 8.50 9.38 11.00 12.00 15.00 20.00 25.38 29.75 AAA 300 ANSI 9.00 10.00 11.62 13.25 15.62 21.00 26.38 31.12 AAAA GROOVED 8.50 9.00 11.00 12.50 15.00 20.00 25.38 - B 1.12 1.50 1.69 2.56 3.19 4.31 5.31 9.25 BB GROOVED 1.94 2.13 2.50 6 4.13 6.00 7. - C MAX 208 97n 340 40 17.12 CC (MAX) GROOVED 104 127 175 165 P2 9gi REA - D 71 84 102 11 11.81 DD GROOVED 71 84 102 116 - E THREADED 3.25 4.75 5.50 6 - - - - EE 150 ANSI 4.00 4.75 5.50 6.00 7.50 10.00 12.75 14.88 EEE 300 ANSI 4.25 5.00 5.88 162 200 267 349 15.56 EEEE GROOVED - 4.75 - 152 - F THREADED 1.88 3.25 4. 114 - - - FF 150 ANSI 4.00 3.25 4.00 4.00 5.00 6.00 8.00 8.62 FFF 300 ANSI 4.25 3.50 4.31 4 1 6.50 8.50 9.31 FFFF GROOVED 3.25 114 - G MAX 7.50 7.75 7.75 8.00 900 950 1050 11.50 GG (MAX) 8.10 8.00 - 8.13 9.31 10.50 11.50 - VALVE SIZE (mm) 40 50 65 80 100 150 200 250 A THREADED 184 238 279 318 GB - Tunbridge Wells Canada LOR IB4 Lausanne. Switzerland - AA 150 ANSI 216 238 279 305 381 508 645 756 AAA 300 ANSI 229 254 295 337 397 533 670 790 AAAA GROOVED 216 228 279 318 381 508 645 - B 28 38 43 65 81 109 135 235 BB GROOVED 52 54 73 6.00 4 184 - MA 208 97n 340 40 435 CC (MAX) GROOVED 104 127 175 165 P2 9gi REA - 0 71 84 102 11 300 DD GROOVED 71 84 102 116 - E THREADED 83 121 140 159 EE 150 ANSI 102 121 140 152 191 254 324 378 EEE 300 ANSI 108 127 149 162 200 267 349 395 EEEE GROOVED 121 152 - F THREADED 48 83 102 114 FF 150 ANSI 102 83 102 102 127 152 203 219 FFF 300 ANSI 108 89 109 111 135 165 216 236 FFFF GROOVED 121 114 - G MAX 191 197 197 203 292 GG (MAX) 206 203 - 207 236 267 292 - --------- - t------ - E - EE EE EE - D G DD GG nuxl l vaE56URE REDUCWGGOM"0./�OAIS ro TUWI T"E ApIJSTYIG STEL 0.IX'xW ff TO NGREAg TIE SETTWG C I cc -F CC B BB s� AAAA s� T FFF Flow Capacity Table Maximum Flow Rate Valve Size (GPM of Water) 1'h" 160 2" 262 2'/z' 373 3" 576 4" 992 6" 2251 8" 3900 10" 6150 When Ordering Please Specify 1. Model Number 90 -21 2. Size 3. Globe or Angle Pattern 4. Main Valve Body and Cover Material 5. Threaded, Flanged or Grooved 6. Pressure Class 7. Optional Epoxy Coating (specify with suffix "KC) Size: 175 lb. Class 1 1/2" - 8" (Globe) 2" - 6" (Angle) 300 lb. Class 1 1/2" - 8" (Globe) 2" - 6" (Angle) End Details: 150 ANSI 876.42 (Ductile Iron) (Bronze) 300# (Ductile Iron) 300# (Cast Steel). 300# (Ductile Grooved End). Pressure Differential: 10 PSI Min. Pressure Adjustment Range: 175 lb. Class 30 -165 psi 300 lb. Class 30 -165 psi Materials Main valve body & cover: Ductile Iron - ASTM A536 Main valve internal trim: Bronze ASTM B61 Pilot control system - Pilot control valve: Bronze ASTM 662 with Stainless Steel 303 internal trim Copper tubing with brass fittings Main valve and pilot valve diaphragm and disc: Buna -N'j synthetic rubber Temperature Range: Water to 180 °F Max. SPECIAL NOTE: THE MODEL 90-21 CAN BE SUPPLIED WITH INTERNAL EPDXY COATING OF THE MAIN VALVE. THIS OPTION IS U.L. FILE NO. EX2855, C.C. NO. HNFX EPDXY COATING IS STRONGLY RECOMMENDED FOR ALL CAST VALV CLA-VAU E- 90G -21 (R -7/08) Represented By: CLANAL PO Box 1325 Newport Beach CA 92659 -0325 • Phone: 949- 722 -4800 Fax: 949 - 548 -5441 • Web Site: da- val.com • E -mail: claval@cla- val.com CLA -VAL CANADA CLA -VAL EUROPE CLA -VAL UK 4687 Chnsre Drive Chemin des Mesanges 1 Daimon House. Goods Station Road Beamsville, Ontario CH -1032 Romanel/ GB - Tunbridge Wells Canada LOR IB4 Lausanne. Switzerland Kent TNi 2 DH England Phone: 905- 563 -4963 Phone: 41 -21- 643 -15-55 Phone: 44- 1892 -514 -400 Fax: 9D5 -563 -4040 Fax: 41 -21-643 -15-50 Fax: 441892- 50.3423 E -Mail: sales @cla- val.ca E -Mail: eta val@cla val.ch E -Mail: into@cla- val.co.uk ".'.iq+IgM GtA.V,u 2lpv t+rataa in u5A 541"A000S aigad m dvuga rTON wan. Represented By: 2" 90G -21 OBSERVED FLOW RATE WHEN INLET PRESSURE DROPS BELOW OUTLET PRESSURE SET POINT 200 175 150 a Lu 125 w 100 Cc CL w 75 O 50 25 0 0 50 100 150 200 250 300 FLOW (GPM) 3' 90G -21 a w cc D U) U) w ¢ a w w J H 7 O 75 i ! D C45' Inlet 155 si• Outlet Settin @ 165 si Met @ 155 psi; Outlet tting @ 165 psi 25 Inlet 0 100 psi; Out) Setting @ 165 psi -- ' Inlet @ 20 psi; O i Inlet @ Aet Setting @ 30 psi SO psi; Outlet Setting @ 65 psi 0 50 100 150 200 250 300 FLOW (GPM) 3' 90G -21 a w cc D U) U) w ¢ a w w J H 7 O 75 50 Met @ 155 psi; Outlet tting @ 165 psi 25 -- -- ' 00 nlet @ 100 psi; Outlet ng C 165 psi 75 50 i I i D1:i:_ OU019 Bettina C� I 165 pg 25 1 0 I let 0 20 psi; Outlet Se ng C 30 psi 0 100 200 300 400 500 600 FLOW (GPM) UL Tested March 23, 1999 Page 3 C F1 CAT SUBMI TF*AL SHEET FEATURES Sizes: ❑ 3/4" 0 1" ❑ 1 %" ❑ 1'/2" 2" Maximum working water pressure 175 PSI Maximum working water temperature 180 °F Hydrostatic test pressure 350 PSI End connections Threaded ANSI 81.20.1 OPTIONS (Suffixes can be combined) ❑ - with full port QT ball valves (standard) 0 L - less ball valves ❑ U - with union ball valves ❑ MS - with integral relief valve monitor switch ❑ P - for reclaimed water systems ❑ S - with bronze "Y" type strainer ❑ BMS - with battery operated monitor switch ❑ FDC - with fire hydrant connection; 2" only ❑ TCU - with test cocks up ❑ V - with union swivel elbows ❑ SE - with street elbows ❑ FT - with integral male 45 flare SAE test fitting ACCESSORIES ❑ Air gap (Model AG) ❑ Repair kit (rubber only) ❑ Thermal expansion tank (Model WXTP) ❑ Soft seated check valve (Model 40) ❑ Shock arrester (Model 1250) ❑ QT -SET Quick Test Fitting Set ❑ Ball valve handle locks ❑ Test Cock Lock (Model TCL24) 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. STANDARDS COMPLIANCE • ASSE® Listed 1013 • IAPMO® Listed • UL® Classified (less shut-off valves orwithOSBYvalves) • C-UL® Classified • CSA® Certified • AWWA Compliant C511 • Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California MATERIALS Main valve body Cast Bronze ASTM B 584 Access covers Cast Bronze ASTM B 584 Fasteners Stainless Steel, 300 Series Elastomers Silicone (FDAApproved) Buna Nitrile (FDAApproved) Polymers Noryl"'', NSF Listed Springs Stainless steel, 300 series w ^� O Relief Valve discharge port: 3/4" - I" - 0.63 sq. in. 1 1/4" - 2" - 1.19 sq. in. DIMENSIONS & WEIGHTS (do not include pkg.) 2 DIMENSIONS (approximat e WEIGHT MODEL A UNION SIZE A BALL B LESS BALL C D E F G LESS BALL WITH BALL VALVES VALVES VALVES VALVES in. mm in. mm in. I mm in. I mm in. I mm in. mm in. I mm in. I mm in. I mm lbs. kq Ibs. I k 3/4 20 12 305 14 1356 73/4 197 21/8 54 3 76 3112 89 5 127 153/4 400 10 4.5 12 5.5 1 25 13 330 141/4 2 7 314 197 21/8 54 3 76 31/2 89 5 127 173/4 451 10 4.5 14 6.4 11/4 17 432 10 15/16 278 23/4 70 3 1 /2 89 5 127 6 314 171 22 559 22 10 28 12.7 1 1/2 j32 17 3/8 441 8 10 15/16 278 2 314 70 3 112 89 5 127 63/4 171 23 118 587 22 10 28 12.7 2 181!2 470 0 1015!16 278 2314 70 3 112 89 5 127 6 314 171 251/2 648 22 10 34 15.4 2 FLOW CHARACTERISTICS MODEL 975XL 3/4 ", 1 ", 1 1/4",l 1/2" & 2" (STANDARD & METRIC) FLOW RATES (1 /s) is 1.26 2.52 3.8 5.0 3.2 6.3 9.5 to a 20 314 (20mm) 1" (25mm) 20 co 0 15 15 W N 10 10 W W a 5 0 20 40 60 80 5 12.6 15. a FLOW RATES (GPM) O Rated Flow (Established by approval agencies) 1 A ` � V� O t �i C 137 Cn 103 0 W 69 In W 35 If 10 TYPICAL INSTALLATION Local codes shall govem installation re- quirements. To be installed in accor- dance with the manufacturers' instruc- tions and the latest edition of the Uni- form Plumbing Code. Unless otherwise specified, the assembly shall be mounted at a minimum of 12" (305mm) and a maximum of 30" (762mm) above ad- equate drains with sufficient side clear- ance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged. CENTRAL STATION ALARM PANEL BATTER`! MONITOR SWITCH AIR GAP FITTING l o FLOOR J Capacity thru Schedule 40 Pipe P ip e s iz e 5 ft /s e c 7.5 ft /s e c 1 0 ft /s e c 1 5 ft /s e c 1/8" 1 1 2 3 1 /4" 2 2 3 5 3/8" 3 4 6 9 1/2" 5 7 9 14 3/4" 8 12 1 7 25 1" 13 20 27 40 1 1 /4" 23 35 47 70 1 1 /2" 32 48 63 95 2" 52 78 105 167 PROTECTIVE ENCLOSURE 12 MIN. 9U' MAX FLOOR DRAIN — DIRECTION OF FLOW CD INDOOR INSTALLATION (Shown w /optional BMS) OPTIONAL WATER METER 12' MIN Xr MAX AIR GAP l DRAIN DIRECTION OF FL OF a�OWWJIW INLET SHUT -OFF OUTDOOR INSTALLATION SPECIFICATIONS The Reduced Pressure Principle Backflow Preventer shall be ASSE® 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 NSF® Listed Noryl"m 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 WILL INS a Zum 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 1 L2 Phone:905/405 -8272 Fax:905/405-1292 Product Support Help Line: 1- 877- BACKFLOW (1 -877- 222 -5356) • Website: http: //www.zum.com Model HGI -25 s Hose Bibb Pressure Gauge with Maximum pressure indicator Application: Designed for measuring water system pressure within a build- ing. The 3/4" hose adapter allows for direct connection to a hose bibb or water heater drain valve. The indicator needle identifies the highest pressure reached within the system. Ideal for registering maximum system pressure caused by thermal expansion or pressure spikes. The maximum pres- sure indicator needle can be reset by turning the external knob counter clockwise. For water service only. Identify water service pressure to determine if a pressure regulator is needed. Troubleshoot pressure problems. Identify thermal expansion problems. FEATURES Sizes: ❑ 3/4" Hose Connection Dial size: 2" Range: 0 -200 psi; minimum 2 psi graduation 3/4" hose adaptor Knurled for easy gripping Sold in convenient pegboard packaging -;,- - HOSE BIBB HOSE BIBB PRESSURE GAUGE SHUT-OFF WATER VALVE METER MODEL BR4 f REGULATOR DIRECTION OF FLOW TYPICAL INSTALLATION (MODEL HGI -25) Model 92 -25 & 92 -25A Pressure Gauge Application: Designed for accurately measuring system pressure down- stream of a Pressure Reducing Valve. The Pressure gauge can be threaded directly to all WILKINS Pressure Reducing Valves supplied with tapped or plugged option. For water service only FEATURES Sizes: ❑ 1/8 "NPT (Model 92 -25A) ❑ 1/4" NPT (Model 92 -25) Dial size: 2" range: 0 -100 psi; minimum 2 psi graduation NOTE: A Pressure Regulator should be installed when sup- ply pressure exceeds 60psi. HOSE BIBB MODEL BR4 REGULATOR 9HUT -0FF GAUGE WATER VALVE METER DIRECTION OF FLOW TYPICAL INSTALLATION (MODEL 92 -25 & 92 -25A) DOCUMENT#: REVISION: MIS -GAUGE 10/02 WILKINS OPERATION OF ZURN INDUSTRIES, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805 1238 -7100 Fax805/238 -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:/twww.zum.com P POTTER FOR SMALL PIPE VSR -SF VANE TYPE WATERFLOW ® The Symbol of Protection ALARM SWITCH WITH RETARD UL, ULC, CSFM Listed and NYMEA Accepted, CE Marked Service Pressure: Up to 250 PSI (17,2 BAR) Minimum Flow Rate for Alarm: 8 -10 GPM (30-38 LPM) Maximum Surge: 18 FPS (5,5 m/s) mss- Enclosure: Die -cast, red enamel finish Cover held in place with tamper resistant screws _ Contact Ratings: Two sets of SPDT (Form C) 15.0 Amps at 125/250 VAC 2.0 Amps at 30 VDC Conduit Entrances: Two knockouts provided for 1/2" conduit. Usage: Listed plastic, copper and schedule 40 iron pipe. Fits pipe sizes - V (25mm), 1 1/4" (32mm), 1 1/2" (38mm) - and 2" (50mm) Note: 12 paddles are furnished with each unit, one for each pipe size of threaded and sweat TEE, one for V (25mm) CPVC, one for 1" (25mm) CPVC (Central), one for 1 1/2" (38mm) polybutylene and one for l 1/2" (38mm) threaded (Japan). (CTS - Copper tubing size) Environmental Specifications: • Suitable for indoor or outdoor use with factory installed gasket and die -cast housing. • NEMA 4/IP55 rated enclosure - use with appropriate conduit fitting. • Temperature range: 40° F to 120° F, 4,5° C to 49° C) Caution: This device is not intended for applications in explosive environments. Service Use: Automatic Sprinkler NFPA -13 One or two family dwelling NFPA -13D Stock No. 1113000 Residential occupancy up to four stories NFPA -13R U.S. Pat. No. 3921989, Canadian Pat. No. 1009680 National Fire Alarm Code NFPA -72 Other Patents Pending Optional: Cover Tamper Switch Kit, Stock No. 0090018 The Model VSR -SF is a vane type waterflow switch for use on wet Screw the device into the TEE fitting as shown in Fig. 2. Care must be sprinkler systems that use 1" (25mm), 1 1/4" (32mm), 1 1/2" (38mm) or taken to properly orient the device for the direction of waterflow. 2" (50mm) pipe size. The unit may also be used as a sectional waterflow The vane must not rub the inside of the TEE or bind in any way. The detector on large systems. stem should move freely when operated by hand. The unit contains two single pole double throw snap action switches and The device can also be used in copper or plastic pipe installations with an adjustable, instantly recycling pneumatic retard. The switches are the proper adapters so that the specified TEE fitting may be installed actuated when a flow of 8 -10 gallons per minute (30 -38 LPM) or more on the pipe run. occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. INSPECTION AND TESTING: Check the operation of the unit by opening the inspector's test valve at the end of the sprinkler line or the INSTALLATION: These devices may be mounted in horizontal or vertical pipe. On horizontal pipe they should be installed on the top drain and test connection, if an inspector's test valve is not provided. side of the pipe where they will be accessible. The units should not be If them are no provisions for testing the operation of the flow detection installed within 6" (15cm) of valve, drain or fitting which changes the device on the system, application of the VSR -SF is not recommended direction of the waterflow. Select the proper paddle for the pipe size or advisable and type of TEE used see Fig. I for instructions on changing paddle. The frequency of the inspection and testing and its associated protective The unit has a V NPT bushing for threading into a non - corrosive TEE. monitoring system should be in accordance with the applicable NFPA See Fig. 2 for proper TEE size, type and installation. Use no more than Codes and Standards and/or authority having jurisdiction (manufacturer three wraps of teflon tape. recommends quarterly or more frequently). Potter Electric Signal Company • 2081 Craig Road, St. Louis, MO, 631464161 • Phone: 800 - 325- 3936/Canada 888- 882 -1833 • www.pottersignal.com PRINTED IN USA MKT. #880000; - REV AA PAGE 1 OF 2 MFG. #5400802 -11102 ( E)POTTER The Symbol of Protection OD NOT LEAVE COVER OFF FOR EXTENDED PERIOD OF TIME FIG. I Retard Adjustment: To change time, turn knob (either direction) for desired time delay. Use the minimum amount ofretard necessary to prevent false alarms. A "B" setting is usually adequate for this. Factory set at `B ". MOUNT SD ARROW ON DIRECTION WATERFLOW FOR SMALL PIPE VSR—SF VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD Shown with optional Cover Tamper Switch Kit. 1 Pon �+ THREADED FITTING ON ALL SIZES DIRECTION OF WATER / F L OW � T WAY OR V SWEAT TYPE _ aRECTION or i n OE W DWC4 n7 -31 Important: There are 12 paddles furnished with each uniL One for each size of threaded, sweat or plastic TEE as described in Fig. 2. These paddles have raised lettering that shows the pipe size and type of TEE that they are to be used with. The proper paddle must be used. The paddle must be properly attached (see drawing) and the screw that holds the paddle must be securely tightened. DWG 1007 -30 70 PREVENT LEAKAGE APPLY TE%ON TAPE SEALANT TO MALE THREADS ONLY, DO NOT USE ANY OTHER TYPE OF LUBRICANT OR SEALANT. APPROR, RETARD SEmNM (N SEC.) 0 A a C D E 0 10-26 20-A0 36-00 00-70 00-90 FIG. 2 FLOW 1 11!16' ~ (4.3M M) APPROX. I I DEP TH II — — t_ — DWG# 735 - 33 Screw the device into the tee fining as shown. Care must be taken to properly orient the device for the direction of waterflow. On sweat tees, no threaded bushings, inserts, or adapters are permitted, unless they comply with the dimensions listed in the chart below. Important - The depth to the inside bottom of the tee should have the following dimensions: Approx. Depth Requirement Tee Size Threaded Sweat CTS. Polybutylene CPVC 1 "xl "xl" 2 1/16" 13/4" N/A 2 7/16" 1' /. "xl' /. "xl" 2 7/16" 2 7/16" N/A N/A 1 %2 "x1 Y2 "x1 " 211/16" 21/4" 21/2" N/A 2 "x2 "xl" 33/16 23/4' N/A N/A Warning: Do not use more than three wraps of teflon tape. SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL FIG. 3 CAUTION: An uninsulated section of a single conductor should not be looped around the terminal and serve as two separate connections. The wire must be severed, thereby providing supervision of the connection in the event that the wire becomes dislodged -0r 1 ' MG 9 from under the terminal. FIG. 4 TYPICAL ELECTRICAL CONNECTIONS 2 SETS OF NORMALLY NOTES: OPEN CONTACTS WATERFLOW ZONE EOLRFROM 1. The model VSR -SF has two CLOSE ON ALARM ON FIRE PANEL FLRE PANEL E1A switches, one can be used EKI to operate a central station, proprietary or remote signaling unit while the other is used to coH 31D !'3C ChM [:O :VC operate a local audible or visual annunciator. THE N.C. AND N.O. MARKINGS ON PO SITIV E DC 2. For supervised circuits see THE SWITCH ARE FORAN ALARM OR HOT "Switch Terminal Connections" CONDITION BELL NEGATIVE DC OR drawing and caution note THE CONTACTS ARE REVERSED NELTRALAC WHEN THE DEVICE IS IN THE (Fig. 3). Dwu e!a NORMAL CONDRION. FIG.5 To remove knockouts: Place screwdriver at edge of knockouts, not in the center. OW6. /761 -1 APPLICATION WARNING! Due to the possibility of unintended discharges caused by pressure surges, trapped air, or short retard times, waterflow switches that are monitoring wet pipe sprinkler systems should not be used as the sole initiating device to discharge AFFF, deluge, or chemical suppression systems. PRINTED IN USA MKT. #8800003 - REV AA PAGE 2 OF 2 WG. #5400802 - 11/02 Class 125 Bronze Check Valves Horizontal Swing • Regrinding Type • Y- Pattern • Renewable Seat and Disc 125 PSI/8.6 Bar Saturated Steam to 353° F/178° C 200 PSI/13.8 Bar Non -Shock Cold Working Pressure CONFORMS TO MSS SP -80 MATERIAL LIST Sizes 3 /4•, 1•,1 , Ph• and r only DIMENSIONS - WEIGHTS - QUANTITIES S ize A PART SPECIFICATION 1. Bonnet Bronze ASTM B 62 2. Body Bronze ASTM B 62 3. Hinge Pin Bronze ASTM B 140 Alloy C31400 or B 134 Alloy C23000 4. Disc Hanger Bronze ASTM B 62 or 304 Stainless Steel 1 /4" thru Y4" sizes 5. Hanger Nut Bronze ASTM B 16 6. Disc Holder Bronze ASTM B 62 7. Seat Disc Water, Oil or Gas (Buna -N) (W) Steam (TFE) (Y) Bronze ASTM B 62 (B) Viton` (V) 8. Seat Disc Nut Bronze ASTM B 16 or B 62 9. Hinge Pin Plug Bronze ASTM B 140 Alloy C32000 (not sho m) '10. Seat Disc Washer ASTM B 98 Alloy C65500 or ASTM B 103 Sizes 3 /4•, 1•,1 , Ph• and r only DIMENSIONS - WEIGHTS - QUANTITIES S ize A B C T -413 S-413 Master In. mm. In. mm. In. mm In. m_ m. Lbs. Kg. Lbs. Kg. Ctn. Qty. 1 /4 8 2.13 54 1.63 41 1.38 35 0.50 0.23 0.51 0.23 50 3 /s 10 2.13 54 1.63 41 1.31 33 0.47 0.22 0.48 0.2 50 1 12 15 2.44 62 1.69 43 1.50 38 0.55 0.25 0.55 0.25 50 - 20 2.94 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 1 1 /4 32 4.19 106 2.69 68 2.75 70 2.17 0.99 2.22 1.01 20 1 1 12 40 4.50 114 2.94 75 1.13 79 2.95 1.34 3.00 1.36 10 2 50 5.25 133 3.94 100 3.75 95 4.79 2.17 4.87 2.21 10 2 1 /2' 65 8.00 203 5.06 129 5.06 129 11.48 5.21 10.48 4.76 5 3' 80 9.25 235 6.25 159 6.25 159 17.53 7.96 15.29 6.94 4 Ordering T413 and 5413 normally furnished with Bronze Disc (T413 -B) or (S- 413 -B). Both available with TFE Steam Disc (1 -1), (S413 -Y), or CWP Disc (F413 -W). (S413 -W) or 300' F 67 PSI steam Viton Disc (T413 -V). - Class 150 (433) furnished for these sizes. S-413 Solder T-413 -B NPT x NPT T -413 -Y S 413 -w CxC NIBCO check valves may be installed in both horizontal and vertical lines with upward flow or in any intermediate position. They will operate satisfactonly in a declining plane (no more than 151. For detailed operating Pressure, refer to Pressure Temperature Chan on page 109. Warning - Do Not Use For Reciprocating Air Compressor Service. ® NIBCO INC. WORLD HEADQUARTERS • 1516 MIDDLEBURY Sl. • ELKHART. IN 46516 -4740 • USA • PH: 1.800.234.0227 TECH SERVICES PH. 1.888.446.4226 • FAX: 1.800.234.0557 • INTERNATIONAL OFFICE PH: +1.574.295.3221 • FAX +1.574.295.3455 APPLICATION Designed for installation on liquid or medical gas lines as a means of positive shut -off. The "swing away" design al- lows for repair and maintenance without removing the device from the line. MATERIALS FEATURES Main valve body Forged brass ('/z " -1 ") Sizes: ❑ ' /z" ❑ 3/4" ❑ 1" ❑ 1' /z" Cast bronze ASTM B 584 (1 '/2"-3 ") ❑ 2" ❑ 2 ' /2 ' ❑ 3" Ball Brass ASTM B 16, chrome plated Seat & packing Teflon Maximum pressure 400 PSI WOG O -rings Buna Nitrite, NSF Listed Copper connections (FC) ANSI 816.22 SPECIFICATION OPTIONS ❑ - with female copper inlet x outlet ❑ CL - with copper "L" tube extensions ACCESSORIES ❑ Repair kit; o-rings, stem and seats ❑ Bracket for locking ball valve handle in open position (Model BVLCK) ❑ Bracket and padlock (Model BVLCKP) The three piece swing away ball valve shall consist of a copper alloy body, two tailpieces, a hard - chromed copper alloy ball, two Teflon seats, a stem and coated handle. The stem shall be blow -out proof and the ball & seats replace- able in -line without the use of special tools. Tailpieces shall be designed to accept sweated copper tube or provided with copper tailpiece extensions. The three piece swing away ball valve shall be a WILKINS Model 800C. I DIMENSIONS & WEIGHTS (do not include pkg.) 8 SIZE in. mm DIMENSIONS (approximate) WEIGHTS lbs. kg. A in. mm B in. mm C in. mm 1/2 15 21/8 54 1 5/8 41 37/8 98 1 0.5 314 20 23/4 70 1 7/8 48 37/8 98 1 0.5 1 25 31/2 89 2 51 41/2 114 2 1.0 1 1/2 40 47/8 124 27/8 73 6 152 7 3.0 2 50 51/2 140 31/8 79 6 152 9 4.0 21/2 65 63/8 162 35/8 92 6 152 17 8.0 3 80 6314 172 43/8 111 12 305 22 10.0 DOCUMENT #: REVISION: BV -800C 5/05 WILKINS OPERATION OF ZURN INDUSTRIES, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805/238 -7100 Fax:8051238 -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: httpJtwww.zum.com SPECIFICATION SUBMITTAL SHEE �--A Calculation for size of 13D expansion tank Minimum hlsert do% into yellow boxes only Tank Type of antif ropyl Giyc 4.3 Glycerine .3 Ilon A.7.5.3.2 One formula for sizing the chamber is as follows. Oth methods also exist. Where: -- - - - - -- d L = thane in antifreeze s olution volume (gal) d ue to therm ex pansion 11 69 1.045 12 S v = volume (gal) of antifreeze system, not including the expansion chamber -- - 13 D = density (gm/m of antifreeze solution at lowest expected temperature 1.135 14 H = density (gm/ml) o antifreeze solution at highest expected temperature 016 1.103 15 This method is based on the following information: where: Adjusted Given Converted 19 V = minimum required volume (gal) of expansion chamber 3 20 V G = air volume (gall) in expansion chamber at precharge (before installation) 3 21 V I = air volume (gal) in expansion chamber at normal static pressure 3 22 V 2 = air volume (gal) in expansion chamber at post - expansion pressure (antifreeze at high temperature) 054 95 3 23 P o = absolute precharge pressure (psia) on expansion chamber before installation 110 24 P 1 = absolute static pressure (psi) on water (suppl side of baddlow preventer ` 110 25 P 2 = absolute maximum allowable working pressure i for antffreeze system 175 190 26 T G = temperature ( °R) of air in expansion chamber at precharge 686 528 27 T , = temperature ( °R) of air in expansion chamber when antifreeze s ystem piping is at lowest expecte temperature 68 6 528 T 2 = temperature ( °R) of air in expansion chamber when antifreeze system piping 28 is at h ighest expected te This equation is one formulation of the ideal gas law from basic chemistry. The amount of air in the expansion chamber will not change over time. The pressure, temperature, and v olume of the air at different times will be related in accordance with this formula. 686 528 .The antifreeze in the system is essentially incompressible, so the air volume in the exp ansio n chamber will decrease by an amount equal to the expans of the antifreeze. It is assumed that there is no trapped air in the system piping, so the only air in the :system is in the expansion chamber. 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 wTansion cha mber can be relied upon to be available when needed. At precharge, the chamber wW be completely full of air. - ti P, • !<, 1 • Al. • %; NFP 13 (02) i temperature Density is baser) 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 might be expected for a tri -level home. Use density for glycerine under the sam condi 2 itemperature Density is based on 130 for 50% propylene glycol and is an estimate of the highest expected temperature of the mixture in the entire system for a ranch style house. A lower might be expected for a tri-level home. Use density for glycerine under the same co nditions 3 It is believed that values for V cancel since the total volume within the chamber does not cha ` The_ pre �►a_r a press w ill be the sa as s tatic pre ssure a t the street or pump chum ressure s maximum allowable working pressure is the same as the maximum listed pressure r the sprin heads 6 :The temperature chosen is based on expansion tan installe in heated basement — 44 - R evised 12/06105 - �MTROL�C• J — C —. MODELS: FPT -20V -C FPT -30V C A FPT -42V -C FPT -60V-C FPT -70VC FIRE44ROL® FPT Series, Fire Protection Expansion Tanks(ASME) 175 PSI Worldng Pressure In -line Models Model No. Tank Vol. Lit. Gal. A Height mm ins. B Diameter mm ins. Sys. Conn. ins. Ship Wt. kg lbs. FPT -1 -C 5.7 1.5 222 8 210 8' /4 4'4 NPTF 7.3 16 al -5 _ -C 8 52 FPT -30V -C 3 14.0 486 19 419 21 FPT -12 -C 24 1 6.4 1 397 1 15 1 305 12 1 3 /4 NPTF 1 15.4 1 3 Stand Mod els Model No. Tank Vol. Lit. Gal. A Height mm I ins. B Diameter mm I ins. C Dim. mm I ins. Sys. Conn. ins. Ship Wt. kg I lbs. FPT -20V -C 30 8.0 495 19 305 12 273 10 3 /4 NPTF 23.6 52 FPT -30V -C 53 14.0 486 19 419 16 324 12 3 /4 NPTF 44 97 FPT -42V -C 66 17.5 616 24 419 16 324 12 3 /4 NPTF 52.7 116 FPT -60V -C 95 25.0 838 33 419 16 324 12-'4 3 /4 NPTF 70 154 FPT -70V -C 129 34.0 1054 41 '/Z 419 16 324 124/4 3 /4 NPTF 90 197 FPT -80V -C 200 53.0 908 35 610 24 406 16 1 NPTF 114 251 FPT- 120V -C 250 66.0 1111 43 610 24 406 16 1 NPTF 127.6 281 FPT- 180V -C 292 77.0 1235 48 610 24 406 16 1 NPTF 160.3 353 FPT- 210V -C 341 1 90.0 11410 55 610 24 406 16 1 1 /4 NPTF 173.4 382 B -20 °F ( -29 °C) to 200 °F (93T) CHARGING 175 PSIG 12 bar) System Connection VALVE Diaphragm Material High- Performance Rubber Compound Liner Material MODELS: Shell Steel Coating FPT -80V-C Fluid Compatibility With or Without Antifreeze Per NFPA 13 A FPT -120V C FPT- 18OV -C FPT -21OV C SYSTEM _ 1• - _ CONNECTION l• Job Name Location :M l.UNNItl.lium : HARGING IALVE MODELS: FPT -1-C FPT -5-C FPT-1 2-C i S_Y�VALVE M CONNECTION CHARGING ��i Constructed per ASME Code Section Vlll, Division 1. All dimensions and weights are approximate. Maximum Operating Conditions Operating Temperature -20 °F ( -29 °C) to 200 °F (93T) Working Pressure 175 PSIG 12 bar) Specifications U� Description Standard Construction Standard Factory Pre - charge 25 PSIG 1.7 bar System Connection Stainless Steel Diaphragm Material High- Performance Rubber Compound Liner Material Polypropylene Shell Steel Coating FPT Red Fluid Compatibility With or Without Antifreeze Per NFPA 13 Contractor Contractor P.O. No. Sales Representative Engineer Model No. Ordered Rev. OW10 Submittal data sheets can ONLY be ordered as a "Submittal Data Sheet Pack ", using MC# 4400. They are not available to order on an 50 PM 4400 -050 individual basis, however each data sheet is available on the AMTROL Web Site and can be downloaded and printed for use as needed. C..- K... ........:C......:...... ..1 ....1.......1....1 ..M.... _ ..........-.A...1 ........ AMTROLNc F1RE=X=TR0V FPT Series, Fire Protection Expansion Tanks(Non -ASME) 175 PSI Working Pressure CONNECTION ARGING _V E MODELS: FPT -1 FPT -5 FPT -12 SYSTEM CONNECTION B CHARGING VALVE t-- C — MODELS: FPT -20V FPT -30V A FPT -42V FPT -60V FPT -70V SYSTEM CONNECTION I �s C Job Name Location Engineer I MODELS: FPT -80V A FPT -120V FPT -180V FPT -210V Non -ASME In -Line Models Model No. Tank Vol. Lit. Gal. A Height mm ins. B Diameter mm I ins. Sys. Conn. ins. Ship wt. kg lbs. FPT -1 5.7 1.5 222 8 210 8 3 /4 NPTF 7.3 16 FPT -5 8 2.1 264 10 254 10 3 /4 NPTF 9.5 21 FPT -12 1 24 6.4 1 397 15 1 305 12 1 3 /4 NPTF 1 15.4 36 Non -ASME Stand Models Model No. Tank Vol. Lit. Gal. A Height mm I ins. B Diameter mm I ins. C Dim. mm I ins. Sys. Conn. ins. Ship Wt. kg I lbs. FPT -20V 30 8.0 495 19 305 12 273 10 3 /4 NPTF 23.6 52 FPT -30V 53 14.0 486 19 419 16 324 12 3 14 NPTF 44 97 FPT -42V 66 17.5 616 24 419 16 324 12 4/4 NPTF 52.7 116 FPT -60V 95 25.0 838 33 419 16 324 124/4 3 /4 NPTF 70 154 FPT -70V 129 34.0 1054 41 419 16 324 12 3 /4 NPTF 90 197 FPT -80V 200 53.0 908 35 610 24 406 16 1 NPTF 114 251 FPT -120V 250 66.0 1111 43 610 24 406 16 1 1 /4 NPTF 127.6 281 FPT -180V 292 77.0 1235 48 610 24 406 16 1 NPTF 160.3 353 FPT -210V 341 90.0 1410 55 610 24 406 16 1 1 /4 NPTF 173.4 382 All dimensions and weights are approximate. Maximum Operating Conditions Operating Temperature -20 °F ( -29 °C) to 200 °F (93 °C) Working Pressure 175 PSIG (12 bar) 0 Specifications Description Standard Construction Standard Factory Pre - charge 25 PSIG 1.7 bar System Connection Stainless Steel Diaphragm Material High- Performance Rubber Compound Liner Material Polypropylene Shell Steel Coating FPT Red Fluid Compatibility With or Without Antifreeze Per NFPA 13 Contractor Contractor P.O. No. Sales Representative Model No. Ordered Rev. 03110 Submittal data sheets can ONLY be ordered as a "Submittal Data Sheet Pack ", using MC# 4400. They are not available to order on an 51 P/N 4400 -051 individual basis, however each data sheet is available on the AMTROL Web Site and can be downloaded and printed for use as needed. Copper Water T Nominal Water Tube Sire On Inches) DATA COPPER Outside Diameter Inch (mm) . Tolerances (Hard Drawn Only) Tubing OD Min, Max. inch (rant) Inch (MM) TYPE "M" Hard Drawn Only. 20•ft (6.1 m) Straight Lengths Usage: for general ppuurrppoossee plumbing, heating and drainage irutallations. Nominal Wall Thickness Inch (mm) Welght Per Fax 1b (kg) Hard Drawn Bursting Safe Working pressure" Pressure' psi (bars) Psi {bans) 1/4 0375 (9.53) 0373 (9.41) 0.376 (9.55) WA WA WA N/A WA WA NIA WA 318 0.500 (12.70) 0.497 (1262) 0.501 (12.73) 0.025 (0.64) 0.145 (0.07) WA WA 855 (59) 1/2 0.625 0&88) 0.622 (15.80) 0.626 (151" 0.028 (0.71) (1204 (0.09) 6135 (423) 741 (51) 578 0.750 09.05) 0.747 (18.97) 0.751 09.08) WA WA WA WA NIA WA WA WA 3/4 0.875 (22.23) 0.872 (22.15) 0.876 (2225) 0.032 (0.81) 0.328 (0.15) 4717 (325) 611 (42) 1 1.125 (28.58) 1.122 (28.50) 1.127 (28.63) 0.035 (0189) 0.465 (0.21) 3865 (266) 506 (35) 11/4 1.315 (34.93) 1.372 (34.85) 1.377 (34.98) 0.042 (1.07) 0.682 (0.31) 3875 (267) 507 (35i 11/2 1.625 (41.28) 1.621 (41.17) 1.627 (41.33) 0.049 (1.24) 0.940 1143) 3550 (245) 497 (34) 2 2112 3 2.125 2.625 3.125 (53.98) (6668) (79.38) 2121 2.621 3.121 (53.81) (65.57) (7927) Z.127 2.627 3.127 (54.03) (66.73} (79.43) 0.058 0.065 OD72 (1.47) (1.65) (1.83) 1.460 2.030 2680 (0.66) (0.92) (1.22) 2935 2800 2665 (202) on (184) 448 411 380 (31) (28) (26} 31/2 3.625 (92.06) 3821 (91.91) 3.627 (92.13) 0.083 (2.11) 3.580 0.62) WA WA 378 (26) 4 4.125 (10438) 4121 (104.67) 4.127 (104.83) 0.095 (2.41) 4.660 (211) 2215 (153) 377 (26) 5 5.125 030.18) 5.121 (130.01) 5.127 030.23) 0.109 (1.77) 6.660 (3.02) 2490 (172) 349 (24) 6 6.125 (155.581 6.121 055.44 6.127 (155.63) 0.122 (3.10) 11920 (4.05) 2000 (138) 328 (23) 8 8. 125 ( 206.38) 8.119 (20624 8.127 (2()Ei.43) 0.170 (4.32) 16.500 (7.48) 2285 058) 344 (24) 10 10,125 (257.18) 10.119 (257.02) 10.127 (257.23) 0.212 (5 38) 2 5.600 (11.61) WA WA 344 (24) 12 12.125 (307.98) 12.119 (307.62) 12.127 (308A3) 0.254 (6.15) 1 36.700 (16.65) WA WA 345 (24) Note: k ftmation and data contained in these chift as taken from ASTM Specificatois 8 88. Rated internal presstue for copper water tube based on the strength of the tube alone and applicaNe to systems using suitable mechanicaljo'r". "eased an achW laboratory test data provded by Copper Development Asswalwa. Inc. • Based upon I50'F 166:6 °C) with an allowmWe stress of 9500 psi (668 kPa). U.S. cu stomaq units in this document are the standard: the metric units are provided for reference Wy. The values stated in each system are not exact equivalents. ® NIBCO INC. WORLD HEADQUARTERS • 1516 hWDLEBURY ST. • ELKHART. W 465164740 • USA • PH: 1.800234.0227 TECH SERVICES P1+:1.898,446.4226 • FAX: 1.800.234.0557 • INTERNAT10-Wt1 SERVICE PH: +1.574.2953221 • FAX: +1.574.295.3455