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Specifications
7%09 5u> i14 zi l Rd /G-N ) t- °C 371 } RISER CHECK VALVES - 2" (50 mm) thru 8" (200 mm) MODEL F517 GROOVED END — READY - RISER'"— 250 PSI (17,2 bar) GENERAL DESCRIPTION AUTOMATIC SPRINKLERS The 2 thru 8 inch (50 thru 200 mm) Model F517 Grooved End Riser Check ____ 4 2 ' Valves are designed for installation in -411111U• the risers of wet pipe (automatic sprin- kler) fire protection systems and for use I in conjunction with vane -type waterflow alarm detectors. The combination of . the F517, trim, vane -type waterflow de- I tector, and grooved end butterfly valve illustrated in Figure A provides an eco- nomical means for actuating electrical alarms in installations not requiring a mechanical alarm. VANE TYPE (474 WATERFLOW The F517 Riser Check Valve performs cris t DETECTOR as a single check valve for the water supply connection to a wet pipe sprin- kler system. It also serves to reduce the possibility of false alarms by trapping a MODEL F5I7 RISER portion of transient surges in supply CHECK VALVE ■ pressure within the system; thus, re- 1Cti- SYSTEM ducing the possibility of subsequent GAUGE URE surges actuating the waterflow detec- tor and its associated alarms. (f 4 The F517 may be installed in either a 0 10. ma g i, vertically upward or horizontal flow di- l A rection. It has cut groove inlet and out- 'I O ' let connections which are suitable for ` ; S U P PLY use with grooved end pipe couplings t:�C PR that are listed or approved for fire pro- ' \ . , _ � G AU GE tection system service. ,f: �� , The Riser Check Valve Trim includes �� C) ' � .� O� , / approved water supply and system �` �ik LI / 1�j pressure gauges, as well as a main 0 i, o I 4, <<,p�s', drain valve appropriately sized to meet - i .� , the requirements of the National Fire Protection Association for wet pipe automatic sprinkler systems. MAIN ! L� C10. / , �� Refer to Technical Data Sheet TD200B VALVE � for information on vane -type waterflow ' L detectors. I ■ li ✓ MAIN CONTROL VALVE O. 1 I I APPROVALS AND STANDARDS P The 2 thru 8 inch (50 thru 200 mm) WATER SUPPLY Model F517 Grooved End Riser Check Valves are listed by Underwriters Lab - z oratories Inc. and Underwriters' Labo- ratories of Canada. They are approved FIGURE A by Factory Mutual Research Corpora- TYPICAL. RISER CHECK VALVE INSTALLATION tion as single check valves and as anti - waterhammer check valves. They are Printed in U.S.A. 6 -97 TD104B L.-B C r 4 0 - E —+ 0) ea '■ ro-r-) i1 © I Q a ` MIME el, f • i - ►.- I —. L �n O � o © 0 1 up RISER CHECK VALVE TRIM 2 INCH VALVES 2 -1/2 & 3 INCH VALVES 4 , 6 & 8 INCH VALVES 1 - 300 lb. Water Pres- 1 - 300 lb. Water Pres- 1 - 300 lb. Water Pres- sure Gauge (2 req'd) sure Gauge (2 req'd) sure Gauge (2 req'd) 2 - 1/4` Gauge Test Valve 2 - 1/4" Gauge Test Valve 2 - 1/4" Gauge Test Valve (2 req'd) (2 req'd) (2 req'd) 3 - 1/4' Plug (2 req'd) 3 - 1/4" Plug (2 req'd) 3 - 1/4' Plug (2 req'd) 4 - 1" Angle Valve 4 -1-114' Angle Valve 4 - 2' Angle Valve 5- 1/4" x 1 -1/2" Nipple 5. 1/4" x 1 -1/2" Nipple 5. 1/4" x 1 -1/2" Nipple 6 - 1/4' x 4' Nipple 6 - 1/4" x 4' Nipple 6 - 1/4" x 4' Nipple 7 - 1' x close Nipple 7 - 1 -1/4' x close Nipple 7 - 2' x close Nipple VALVE PIPE SIZE NOMINAL DIMENSIONS IN INCHES AND (MILLIMETRES) WEIGHT INCHES MILLIMETRES LBS. ANSI DN PIPE A B C D E N P T (KG) O.D. 2 50 60,3 6 -3/4 2 -3/16 5 -3/4 8 -7/8 3 -3/16 1 7.5 (171,5) (56) (146) (225) (81) (3,4) 2 -1/2 65 73,0 7 -1/4 2 -1/4 7 9 -11/16 3 -3/8 1 -1/4 10.5 (184,2) (57) (178) (246) (86) (4,8) — 65 76,1 7 -1/4 2 -1/4 7 9 -11/16 3 -3/8 1 -1/4 10.5 (184,2) (57) (178) (246) (86) (4,8) 3 80 88,9 7 -3/4 2 -1/2 7 -1/4 9 -7/8 3 -11/16 1 -1/4 11.5 (196,9) (64) (184) (251) (94) (5,2) 4 100 114,3 8 -1/4 3 7 -7/8 13 4 -1/4 2 13.5 (209,6) (76) (200) (330) (108) (6,1) — 150 165,1 12 -3/4 4 -1/4 8 -5/16 14 -1/8 6 -3/4 2 33.5 (323,9) (108) (227) (359) (172) (15,2) 6 150 168,3 12 -3/4 4 -1/4 8 -5/16 14 -1/8 6 -3/4 2 33.5 (323,9) (108) (227) (359) (172) (15,2) 8 200 219,1 14 -5/8 5 -1/4 9 -15/16 15 -1/4 8 2 59.0 (371,5) (133) (253) (387) (203) (26,8) FIGURE B RISER CHECK VALVE TRIM AND NOMINAL INSTALLATION DIMENSIONS also approved by the Scientific Serv pliance with this document, as well as taining their fire protection system I y " • ices Laboratories (Australia) and ac with the applicable standards of the and devices in proper operating con - cepted by the City of New York under National Fire Protection Association, dition. The installing contractor or MEA 38 - 92 - M. in addition to the standards of any manufacturer should be contacted other authorities having jurisdiction. relative to any questions WARNING Failure to do so may impair the integ- The Model F517 Grooved End Riser rity of these devices Check Values described herein must be installed and maintained in corn- The owner is responsible for main - -2- -- 9.0 immeminm■■ ■s rolur /11Th LP A1111111 NM' A s ■■•sEMU a......, •11•/sari 9.0 -0 8 ��t��►.t� / / /' ./ //q /11•1 ••11 •••1. ■ /� ■ / ■ �•••• ► .� ■ ■ / •/ /�' cA 8.0 I•••••••••1 M• IAN ■■F // 1111111■ I. MIMESES OHM AII•■•1• ••• • II•••1111►. 8 0. •••••••1.1MII• co ■ 11111111111I • ■i■1••I ■i1••••I.••1■i111 7.0 = '.U11111111/.• 1U111211111111 IIIIIMUIU 411 _2 6.0 reIMMO 1!111■ � 11 i , �' � MINIM, A•11■1111.MFAMIINUMEMPAIII IP'4111 6 .0 U NN -- : z W �MN,NINNNNN. NI • .� ••NN•a•■Mr• ∎NINNNNN. N■NN• I..., tu T ��� NINNNNN. I NI .�.... I 411••••=1••••••11M1•• NIMNNNNNN.MIN.I ..•N Y. 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FIGURE C -1 NOMINAL FRICTION LOSS (PSI/GPM) -3- 24 FLOW RATE IN CUBIC METRES PER HOUR (M31HR) 1200 30 40 50 70 100 200 300 400 500 700 1000 0.60 O ae� ... ..a. - ?G - -� . � :amomml :a_a_ ... •••___m.�...C7 0.60 . . al........ ■.■�. ... ... ...... • a_a.a. .■:. a.... �... ■r ::... MI......... aa....... a. 0.50 ..a.......MEWS .. �... a..a.a•.......a.. ...aaa.....■.. as ■�.,.• .. 0.50 . . CO —..—a. a....a.1' aM.......... a ..... ..��..... a.� ••••••a • .. ...�.. a 1, .. Me .....a.■a ••.........• . ..... ..M... ■ ■. ...M..a.. a .■ ■...... ► % � r..... ■•. =MUM ... ■ ■ ■ ■r. N. .... ■•• •=�...• ..■• ........ a C ........r. ..... .■■r.......�....... =...•..■ 0.40 r.... -/ r .■ 4/ •..S•• ate.....■■■.. 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O.D. 50 60,3 • 2,3 4,6 150 165,1 — — 3,6 3,7 5,0 8,0 4,5 3,1 5,4 7,8 65 73,0 2,6 6,1 150 168,3 4,0 9,4 3,6 5,3 5,0 8,9 5,0 4,5 5,6 8,5 65 76,1 2,6 7,6 200 219,1 4,5 15,6 3,6 6,6 5,4 15,0 5,0 5,4 6,3 14,3 80 88,9 2,9 6,7 t The equivalent length in metres of pipe is based on the 4,0 5,9 hazen and williams formula and the flow rates typically used 5,0 5,2 with each size valve. 100 114,3 2,9 6,8 4,5 5,9 5,6 5,3 FIGURE C -2 NOMINAL FRICTION LOSS (BAR/LPM) & (BAR/CUBIC METRES PER HOUR) -4- SPRING / FLOW A BUSHINGS '\\\\\\ 11 CLAPPER �l� CLAPPER a 'I� (IN CONTACT \ '� HING PIN WITH CLAPPER) U / l� 4 -8 INCH VALVES . CLAPPER FACING SPRING - 1 FLOW 1 BODY ,v SPACER I CLAPPER 41. i> � I IN CONTACT - I 40 FACING RETAINER WITH CLAPPER) HINGE PIN SPRING 3 I _ 2 - 3 INCH VALVES � / $ , , , SELF CLAPPER ASSEMBLY BUSHING (2) , / \, ri- Q HINGE PIN s ��� \�' �1 6 and 8 INCH VALVES I " " 2 - 4 INCH VALVES HINGE PIN PLUG (2) ' IV CLAPPER SEAT RING C to CLAPPER FACING FIGURED MODEL F517 GROOVED END RISER CHECK VALVES �/ FACING RETAINER LOCKNUT U, thread connections for the Riser , TECHNICAL DATA Check Valve Trim are threaded per ANSI Standard 81.20.1. HINGE PIN Valve Assemblies: — NlIr The 2 inch thru 8 inch (50 thru 200 mm) The nominal pressure loss versus flow Model F517 Grooved End Riser Check rate, as well as approximate friction Valves are rated for use at a maximum loss expressed in equivalent length of service pressure of 250 psi (17,2 bar). pipe for each size valve, are given in They may be installed either vertically Figures C -1 and C -2. o r horizontally. In the vertical direction, ; the flow direction must be upwards, as The Valve components are illustrated • . - shown in Figure A; and, in the horizon- in Figure D. The Body is Ductile Iron ■ _`° tal direction, the Hinge Pin is to be per ASTM A536 Grade 65 -45 -12 (UNS TOP VIEW located on the top as illustrated in Fig- F33100), and the year of manufacture ure E. is cast on the Body. The Seat Ring, HINGE PIN PLUG which is press -fit within the Body, is The grooved inlet and outlet connec- Stainless Steel per ASTM A213 or tions are cut in accordance with Gru- A312 (Grade TP 304). The Hinge Pin viok standard groove specifications for is made from S30200 or S30400 stain- / steel pipe, and they are suitable for use less steel and the Spring is formed with grooved end pipe couplings that from stainless steel wire per ASTM <=Z] O are listed or approved for fire protec- A313 (S30200). The Hinge Pin is sup- COI tion system service. It is recom- ported by a pair of sintered bronze mended, however, that a rigid type Bushings per ASTM 8438 (Grade 1, coupling be used at the inlet to 4 thru Type II) which are press -fit into the 8 inch (50 thru 200 mm) Riser Check valve Body on either side of the Clap - Valves, when the risers are greater per Assembly. The Bushings ensure SIDE VIEW than 7 feet (2,1 m) in length, in order low rotational friction and ease of FIGURE E to prevent the possibility of excessive Hinge Pin removal. movement within the piping system MODEL F517 RISER CHECK VALVE due to a seismic disturbance. Pipe The Clapper Assemblies for the 2 thru HORIZONTAL INSTALLATION -5- t DuPont Registered Trademark 4 inch (50 thru 100 mm) size valves after the discharge of aerated water consist of a Clapper which is fabri- INSTALLATION has ceased for at least 15 seconds. cated from S30200 or S30400 stain- less steel, an EPDM rubber Clapper The Model F517 Grooved End Riser 5. Fully open the Main Control Valve. Facing, a S30200 or S30400 stainless Check Valves are to be installed in - steel Facing Retainer, and a Type 18 -8 accordance with the following instruc- 6. After the Supply and System Pres- stainless steel Locknut. tions: sure Gauge readings stabilize, open the Inspector's Test Connection and The Clapper Assembly for the 6 and 8 1. The arrow cast on the Body must verify that the alarms operate in ac- - inch (150 and 200 mm) size valve con- point in the direction of flow. cordance with the requirements of sists of a Ductile Iron Clapper per the authority having jurisdiction. ASTM A536 Grade 65 -45 -12 (UNS 2. When installed vertically, the flow di- F33100). A pair of Bushings identical rection arrow must point upwards. 7. Close the Inspector's Test Connec- to the ones in the Valve Body are tion. press -fit into the Clapper arms. The 3. When installed horizontally, the Clapper Facing is EPDM rubber, the Hinge Pin must be located on the top The system is now set for service. Spacer is Type 18 -8 stainless steel, the of the Body as shown in Figure E. Facing Retainer is S30200 or S30400 NOTE stainless steel, and the Self- locking 4. Grooved end pipe couplings used After placing a fire protection system Cap Screw is Type 18 -8 or 316 stain- with the F517 Riser Check Valves in service, notify the proper authori- less steel. must be listed or approved for fire ties and advise those responsible for protection service and installed in monitoring proprietary and /or cen- Riser Check Valve Trim: accordance with the manufacturer's tral station alarms. The Riser Check Valve Trim and nomi- instructions. nal installation dimensions are shown in Figure B. The nipples utilized in the NOTE trim are Schedule 40 black steel per It is recommended that a rigid -- CARE AND- MAINTENANCE - ASTM A53 or A135 and they are type coupling be used at the inlet threaded per ANSI Standard B1.20.1. to 4 thru 8 inch (100 thru 200 mm) The Model F517 Grooved End Riser The 3 -1/2 inch dial size Water Pres Riser Check Valves, when the ris Check Valves do not require any regu- sure Gauges are listed and approved ers are greater than 7 feet (2,1 m) larly scheduled maintenance. It is rec- for fire protection system service. in length, in order to prevent the ommended, however, that proper op- possibility of excessive movement eration of the alarms be periodically Vane - type Waterflow Detector: within the piping system due to a verified in accordance with a proce- Refer to Technical Data Sheet TD200B seismic disturbance. dure which is acceptable to the author - for additional information on the sepa- ity having jurisdiction, and that the rately ordered Waterflow Detectors. 5. Install the Riser Check Valve Trim in Valves be inspected annually in ac- accordance with Figure B. Apply cordance with the following inspection System Design Considerations: pipe thread sealant sparingly to procedure. Any impairment must be In accordance with the requirements male pipe threads only. Use of a immediately corrected. of NFPA 13, an Inspector's Test Con- Teflont based pipe joint sealant is nection must be provided. It is also recommended. It is also recommended that fire pro- _ recommended that a vent connection tection systems be inspected by a be provided to bleed off trapped air 6. Complete the drain connection from qualified Inspection Service. from the system. The Inspector's Test the Main Drain Valve as necessary. Connection may serve as the vent con- NOTE nection; however, in order to be used Before closing a fire protection system as a vent connection, it should be main control valve for maintenance piped from the top of a cross main or work on the fire protection system the end of a branch line and be located - -- OPERATING PROGEDUR - -- which it controls, permission to shut at the highest level of a multi -level in- down the affected fire protection sys- stallation. Additional vents should be Place the fire protection system in tem must first be obtained from the provided, as necessary, to bleed off air service in accordance with the follow proper authorities and all personnel from all trapped sections of the sprin- ing procedure: who may be affected by this decision kler system piping. must be notified. 1. Open the 1/4 inch Gauge Test Valves Vent connections are used to bleed -off for the Supply and System Pressure air from the system when it is initially Gauges. Inspection Procedure: filled with water. Bleeding off trapped air pockets minimizes the possibility of 2. Open the Inspector's Test Connec- Before verifying proper operation of a false alarm due to a transient surge tion and any other vent connections the system alarms, oberve the System in supply pressure. Also, bleeding off (Ref. System Design Considera- and Supply Pressure Gauges. If the air pockets can eliminate the contrac- tions). System Gauge indicates a higher tion /expansion associated with an ex- . pressure reading than the Supply cessive volume of trapped air and, 3. Slowly open the Main Control Valve Gauge, as may be the case for a vari- therefore, help to prevent the Water- until the sound of flowing water just able pressure water suppy, a further flow Detector from cycling on -off dur- begins, and then open the Valve one inspection is not required. Otherwise, ing an inspector's test or during a dis- more turn to allow the system to fill proceed as follows to inspect the riser charge by a single sprinkler. slowly, so that the Waterflow Detec- check valve installation. tor will not be damaged and to allow the air in the system piping to be 1. Close the Main Control Valve and - vented. make note of the System Pressure Gauge reading. 4. Close the Inspector's Test Connec- tion and any other vent connections 2. Close the Supply Pressure Gauge -6- Test Valve and then remove the 1/4 nance work on the fire protection Valve Body and then while hold - inch plug. system. ing the coils of the Spring down, re- insert the Hinge Pin. 3. Open the Supply Pressure Gauge 4. Remove the F517 Valve from the Test Valve to relieve the supply pros- pipeline, and thoroughly clean all in- NOTES sure. If necessary, be prepared to tenor parts of the Valve. Care must be taken to avoid collect the small amount of water releasing a compressed Spring that will discharge from the Gauge 5. Raise the Clapper and remove any before the Hinge Pin is re- Test Valve. debris that may have become placed, in order to prevent the . lodged on top of the Seat Ring. In- possibility of injury. Determine whether any one of the spect the Seat Ring for any damage. following conditions are present and If the Seat Ring has become dented In order to be properly posi- correct any impairments: across the seat then the valve will tioned within the Value, the have to be replaced. It is impractical Spring must be wound ap- • If water continues to discharge to re -face a Seat Ring in the field. proximately one- quarter turn. from the open Gauge Test Valve, verify that the Main Control Valve 6. Inspect the internal parts of the Valve When the Spring is properly is completely closed. If water still for any sign of damage, and replace installed, one end of the continues to discharge and the all worn or damaged parts. The Spring will be in direct contact System Pressure Gauge re- Clapper Facing should also be care- with the Clapper and one end mains unchanged then there is fully inspected and replaced if there will be in contact with the leakage past the Main Control is any sign of deterioration due to Body, as shown in Figure D. If Valve, and the Main Control Valve age or chemicals in the water. the end of the Spring does not must be either repaired or re- contact the Clapper or if the placed. The Clapper Facing may be turned Spring unwinds as the Clap - over and reused if there is only minor per Assembly is opened, then it • If water continues to discharge imperfections in the Facing due to has been installed backwards from the open Gauge Test Valve any debris that may have become and it must be reassembled in and the System Pressure Gauge lodged between it and the Seat Ring. the proper orientation. Incor- indicates loss of pressure, then Remove the Facing, thoroughly rect reassembly of the Spring the Riser Check Valve is not hold- clean both surfaces with a clean can prevent the Clapper As- ing back pressure. Close the cloth and then reassemble with the sembly from opening and clos- Gauge Test Valve, open the Main Facing reversed. ing properly. Control Valve, and then open the Main Drain Valve. This procedure NOTE f. Replace the Hinge Pin Plugs af- may flush out any debris that is If the Clapper Facing is turned ter applying a non- hardening lodged between the Clapper Fac- over or replaced, be sure to se- type of pipe thread sealant spar- ing and the Seat Ring. After flush- curely re- tighten the fastener for ingly to the male threads only. ing, close the Main Drain Valve the Facing Retainer (Locknut for 2 Use of a Teflont based pipe and repeat the Inspection Pro- thru 4 inch (50 thru 100 mm) thread sealent is recommended. cedure. If there is an indication Valves; Self - locking Cap Screw for that the Check Valve is still not 6 and 8 inch (150 and 200 mm) 7. Install the reassembled Valve in the holding back pressure then it Valves. pipeline in accordance with the In- should be serviced in accord- stallation section. ance with the Service Procedure. If the Clapper Assembly or Spring 8. Return the fire protection system to • If there are no indications of leak- requires replacement, proceed as service in accordance with the Op- age past either the Main Control follows. erating Procedure and then perform Valve or the Riser Check Valve the Inspection Procedure. then the valves are considered to a. Remove the Hinge Pin Plugs. be functionally accceptable. Re- place the 1/4 inch plug in the b. Refer to Figure D and then note drain port of the Gauge Test the Spring position within the Valve and refer to the Operating Valve Body. Procedure section for returning the system to service. c. Place the Valve with its outlet close to and towards a wall or place a covering over the Valve Service Procedure: outlet, and then remove the Hinge Pin. 1. Close the Main Control Valve. NOTE 2. Open the Main Drain Valve. The Valve outlet must be cov- ered in order to prevent the Verify that the drainage water is be- possibility of injury, when the ing properly disposed of and that it Spring is released. will not cause damage or result in dangerous conditions. d. Remove the Spring and the Clapper Assembly from within 3. Wait until the sound of draining water the Valve Body. has stopped and/or the inlet and out- let pressure gauges read zero pres- e. Refer to Figure D to determine sure, before performing any mainte- the appropriate Spring position- ing. Replace the Spring and Clapper Assembly within the -7- Replacement Trim Parts: WARRANTY Specify: (specify description) for use with Riser Check Valve Trim, PSN Seller warrants for a period of one year (specify). from the date of shipment (warranty period) that the products furnished 1/4 " Gauge Test hereunder will be free from defects in Valve PSN 46-005-1-002 material and workmanship. 300 lb. Water Pres- sure Gauge PSN 92-343-1-005 ' For further details on Warranty, se 1-1/4' Angle Valve PSN 46 -048 -1 -007 Price List. 2" Angle Valve PSN 46 -048 -1 -009 Replacement Valve Parts: Specify: (specify description) for use with (specify size [inch or DN millime- tre]) Series 7800FP Grooved End ORDERING PROCEDURE Check Valves, PSN (specify). Orders for valves, trim, and replace- 2"(DN50) VALVES ment parts must include the descrip- Clapper PSN 92- 516 -1 -201 tion and Product Symbol Number Clapper Facing PSN 92-516-1-202 (PSN). Facing Retainer PSN 92-516-1-203 Locknut PSN 92- 514.1 -420 Valves: Hinge Pin PSN 92- 516 -1 -205 Specify: (specify as applicable] ANSI Spring PSN 92 -516 -1 -206 nominal pipe size in inches or pipe Clapper Assembly PSN 92- 516 -1 -207 O.D. in millimetres) Model F517 2-1/2" (65 mm) VALVES Grooved End Riser Check Valve, PSN Clapper PSN 92. 516-1.101 (specify from Table A). Clapper Facing PSN 92-516-1-102 Facing Retainer PSN 92- 516 -1 -103 PSN 52- 517 -1 -XXX Hinge Pin PSN 92- 516 -1 -205 Spring PSN 92- 516 -1 -306 Clapper Assembly PSN 92- 516 -1 -107 3" (DN80) VALVES VALVE PIPE SIZE Clapper PSN 92-516-1-301 INCHES MILLIMETRES Clapper Facing PSN 92-516-1-302 Facing Retainer PSN 92-200-1-205 ANSI DN PIPE O.D. Locknut PSN 92 -514 -1.420 020 2 50 60,3 Hinge Pin PSN 92-516-1-205 Spring PSN 92-516-1-306 025 2 - 1/2 65 73,0 Clapper Assembly PSN 92 -516.1 -307 076 — 65 76,1 4" (DN100) VALVES Clapper PSN 92-516-1-401 030 3 80 88,9 Clapper Facing PSN 92-514-1-403 040 4 100 1 14,3 Facing Retainer PSN 92- 514 -1 -405 Locknut PSN 92- 514 -1 -420 165 — 150 165,1 Hinge Pin PSN 92 -514 -1 -414 060 6 150 168,3 Spring PSN 92 -516 -1 -406 Clapper Assembly PSN 92-516-1-407 080 8 200 219,1 6" (DN150) VALVES Clapper w /Bushings PSN 92 -516 -1 -610 TABLE A Clapper Facing PSN 92-516-1-602 PRODUCT SYMBOL NUMBER Facing Retainer PSN 92-516-1-603 SELECTION FOR VALVE Spacer PSN 92 -516 -1 -608 ASSEMBLIES Sell- locking Cap Screw PSN 62- 636 -1 -105 Trim: Hinge Pin PSN 92-516-1-605 Specify: Riser Check Valve Trim for Spring PSN 92 -516 -1 -606 (specify inch or DN) size Model F517 Clapper Assembly PSN 92 -516 -1 -607 Grooved End Check Valve, PSN (spec- 8" (DN200) VALVES ify) Clapper w/Bushings PSN 92-516-1-810 Clapper Facing PSN 92-516-1-802 2" Facing Retainer PSN 92-516-1-803 ' (DN50) PSN 52-517 -1 -001 Spacer PSN 92-516-1-608 2 -1/2' & 3" Self- Locking (DN65 & DN80) PSN 52-517-1-002 Cap Screw PSN 62-636-1-105 4 ", 6'. 8" Hinge Pin PSN 92 -516 -1.805 (DN100, DN 150 Spring PSN 92 -516 -1 -806 & DN200) PSN 52 -517 -1 -003 Clapper Assembly PSN 92-516-1-807 • ® Reg. trademark of GRINNELL CORPORATION, 3 TYCO PARK, EXETER, NH 03833 A tgCQ INTERNATIONAL LTD. COMPANY • Submittal Data Sheet Schedule -106/Schedule -406 Stamp Here Fully Listed and FM Approved Sprinkler Pipe When you specify Schedule -10 /Schedule -40 sprinkler pipe you get UL listed and FM approved product. Although these products do not require separate approvals, Schedule -10 /Schedule -40 gives you the extra quality assurance you demand. Our Sch -10 (11/2" - 8 ") pipe and Sch -40 (1" - 21/2") pipe have passed the same thorough lab testing as our other listed pipe products, and receive periodic mill inspections from both UL and FM agents to ensure consistent quality. • Galvanized Pipe Schedule- 10/Schedule -40 product can be "hot -dip" galvanized to meet FM. Superior Coating Our advanced formula mill coating offers a clean, durable surface. It is also paint - ready for custom color applications without special preparation. The internal surface of all black Fire Sprinkler pipe up to 4.5000" in diameter shall be coated with Allied Tube & Conduit Antibacterial Formula "ABF'. American Made Meets "Buy American" requirement and is available through distributors in the USA, Canada and Mexico. .. I % Specifications & Approvals Schedule- 10 /Schedule-40 pipe are in compliance with the following: ASTM A135 and NFPA 13. Both pipe products have a working pressure rating of 300 psi maximum and also meet the stringent requirement for the following tests: Welded Outlets, Hydrostatic Pressure, Side Wall Rupture, Vibration Test. �', Sch•40 Specications NPS Nominal I.D. Wt. Wt. (H20 Filled) Pcs/ Wt/Lift (21') Wttift (24') Wt/Lift (25') i ,, , 25') , 1 ` In mm In mm Lbs/Ft Kg /m Lbs/Ft Kg/m Litt Lbs; Kg Lbs; Kg Lbs; Kg . 1" 1.049 1.680 2.05 70 2,470 2,822 2,940 , 25 26.6 2.5 3.05 70 1,120 1,280 1,334 ; 11/4" 1.380 2.270 2.93 51 2,431 2,778 2,894 ' 1 % 32 35.1 4.36 4.36 51 1,103 1,260 1,313 \, 1W 1.610 2.720 3.61 44 2,513 2,872 2,992 ' 4r - "``.. 40 40.9 4.0 5.37 44 1,140 1,303 1,357 " ` 2' 2.067 3.650 5.13 30 2,300 2,628 2,738 50 52.5 5.4 7.63 30 1,043 1,192 1,242 21/2" 2.469 5.790 7.86 19 2,310 2,640 2,750 65 62.7 8.6 11.73 19 1,048 1,197 1,247 SCh•10 Specications American Tube and Pipe was acquired NPS Nominal I.D. Wt. Wt. (H20 Filled) Pcs/ WVLift (21') WVLift (24') Wt/Lift (25') by Allied Tube and Conduit on February In; mm In; mm Lbs/Ft ;; Kg /m Lbs/Ft; Kg/m Lift Lbs; Kg Lbs; Kg Lbs; Kg 1, 1997. The engineered lightwall and 1" 1.097 1.400 1.81 91 2,675 3,053 3,185 25 27.9 2.1 2.70 91 1,213 1,385 1,445 standard wall family of products 1'/4' 1.442 1.810 2.52 61 2,319 2,664 2,760 although they have different names are 32 36.6 2.7 3.75 61 1,052 1,208 1,252 the same in all respects with regard to 11/2" 1.682 2.080 3.04 61 2,664 3,045 3,172 strength, weight, bundle count, listings 40 42.7 3.1 4.52 61 1,208 1,381 1,439 and approvals. For example, Dyna -Flow 2" 2.157 2.640 4.22 37 2,051 2,344 2,442 and Super Flo are the same product as 50 54.8 3.9 6.28 37 930 1,063 1,108 are Dyna Thread and Super 40. XL is 21/2" 2.635 3.530 5.89 30 2,224 2,542 2,648 manufactured with Exterior galvanized 65 66.9 5.3 8.77 30 1,009 1,153 1,201 coating. BLT is manufactured with 3" 3.260 4.330 7.94 19 1,728 1,975 2,057 Black lacquer coating. 80 82.8 6.4 11.82 19 784 896 933 4" 4.260 5.610 11.78 19 2,238 2,558 2,665 90 108.2 8.3 17.53 19 1,015 1,160 1,209 5" 5.295 7.77 17.33 10 1,632 1,865 1,943 " 134.5 11.56 25.80 10 740 846 881 6 6' 6.357 9.290 23.03 10 1,951 2,230 2,322 o 41: 415 150 161.5 13.8 34.27 10 885 1,012 1,053 8" 8.249 16.490 40.15 7 2,424 2,770 2,885 Listed Approved Listed 200 209.5 24.5 59.75 7 1,100 1,256 1,309 UTILITY INDUSTRIAL FLOW DESIGN FIRE SYSTEMS WEST 08 -13 -04 Project: Sprinkler Contractor: Date: - WET Engineer: Specification Reference: System Type: TIGARD, OREGON Locations: Comments: S5 -4 (E )ji Vu L ® Data Sheet 101 .,. INTERNATIONAL, INC. VU,V OK ® \ 1 i Fig ,, .=v- ... Fire Protection The Figure i7400 Rigid Coupling for fire protection is provided with a Grade E, Type A pre - lubricated "C" Style gasket, and is —_)„..1 ? I _ •, v > intended for use in fire protection systems when installed in accordance with NFPA Standard 13 "Sprinkler Systems ". Couplings lEhil with pre - lubricated gaskets are identified by yellow nuts. _/ 1 x Provides joint rigidity for the support and hanging requirements - II �.- - 1 ,� -- I 1E1 of ANSI 831.1 Power Piping Code; ANSI 831.9, Building Service ■m Pipe Code; and NFPA 13, Sprinkler Systems. 11 n • UL /ULC Listed and FM Approved for various pipe schedules. -_-_j 1 • Internationally manufactured housings are made of ductile iron conforming to ASTM A536. ® c ®us Available with a hot dipped galvanized coating, optional. O Nuts and bolts are heat treated and conform to the •Lz.,,,, requirements of ASTM A183 or ASTM A449. Figure 17400 Rigid Coupling for Fire Protection .'•%a -'x __. }e. ;, a°uza wra•m w...ns �t .tins• Pipe inch / Max. Range of No. . Approx. • Rated Max Pipe End Dimen i.n in. Bolt/Nut Wt. Nom. Actual Press. End Load Sep. Reg. -Size Each Size Size PSI / . Lbs. / in. / X Y Z Inch Lbs. / ' * 1 I 2 3 4 I 5 I 6 7 S 1'/4 1.660 300 649 0 -' /8 2 3 1 2/2 - x 2 1.2 1 i 1 1.900 300 851 0 - ' / 8 2' 4 1 2/2 -' /e x 2 1.3 1 .; 2 2.375 300 1,329 0 - 3 4 1 2/2 - 3 /8 x 2'/8 1.5 s 424 2 2.875 300 1,948 0 - '/a 3'/8 5 1 2/2 - x 2 1.8 3 3.500 300 2,886 0 -' /8 4 6 1 2/2 - 3 /8 x 2 2.4 8 €' 152 j 4 4.500 300 4,771 0 '/4 5 T/4 2 2/2 - 3 /e x 2 3.7 5 5.563 300 7,292 0 - 74 6 8 11 /,8 2 2/2 - 1 /2 x 3 4.6 4 ! .: ; 6 6.625 300 10,341 0 - 1 /4 8'/18 9 2 2/2 - 1 /2 x 3 6.0 8 8.625 300 17,528 0 - 10 12'/8 2'/8 2/2 - 5 /8 x 4'/2 11.9 • i 1 10 10.750 300 27,229 0 1 /8 12"/18 15 2'/2 2/2 - 3 /4 x 5 19 ,, 1? ^c)^ • 12 12.750 300 38,303 0 - 14 17 2 2/2 - x 5 22.9 ' ,, / , *See Coupling Data Chart Notes on Reverse Side i i7400 Rigid Coupling For �U�V X17 , Fire Protection ° Gruviok Cowlings for Grooved-End Pipe (imported w = Material Specifications: co Q Housing: Gaskets: Q Ductile Iron conforming to ASTM A536. Standard 100% inspected Grade E Type A EPDM gasket. CI i Coatings: Bolts and Heavy Hex Nuts: Rust inhibiting lead -free paint Heat treated, conform to ASTM A183 or A449. Color: ORANGE Nuts are yellow for identification of couplings with a ri, Hot Dipped Zinc Galvanized (optional). pre - lubricated gasket. STANDARD GASKET FOR FIRE PROTECTION Temperature Color c Grade Range Compound Code General Service Application i E -40 ° F Wet & Dry (oil free air) Pipe in Fire Protection Sprinkler Systems. Type A to Pre - Lubricated NA For dry systems pipe and freezer applications, Gruvlok Xtreme" C Style +150 °F Gasket Lubricant is required. Coupling Data Chart Notes Pipe inch / Max. Range of Dimensions in. / No. Approx. Rated Max Pipe End Bolt/Nut Wt. Nom. Actual Press. End Load Sep. X Y Z Req. -Size Each Size Size psi / LB. / in. / Inch LB. / -,G ---6-- -- 4 8 1 Gruvlok Couplings are identified by either the nominal ANSI pipe size in inches or 4 Maximum end load from all inter or and/or exterior forces to which the joint can pipe O.D. in millimeters (see column 2). �} be subjected are based on standard wall steel pipe with standard cut or roll 2 Nominal Outside Diameter of Pipe. grooves in accordance with Gruvlok specifications. 5 Range of pipe end separation is the gap between the pipe ends due 3 Maximum line prressure, including surge, to which a joint can be subjected. to assembly. Working pressure ratings are based on standard wall steel pipe with standard �+ ”` ",-y", and 2 are external dimensions for reference purposes only. cut or roll grooves in accordance with Gruvlok specifications. For Performance v Data on other than standard wall pipe, refer to Technical Data section in the 7 The quantity of bolts equals the number of housing segments per coupling. Gruvlok Catalog. Note: For one time field test only the maximum joint working pressure may Approx mate weight for a fully assembled coupling with gasket, bolts, and 8 be increased to 1'h times the figure shown. nuts. Refer to UL on -line Certifications (www.ul.com) for detailed UL pressure ratings of Anvil International, Inc. grooved fire protection products for various configurations of groove types, pipe schedules, and sizes. C NEVADA: Sparks, 89431, 1385 Greg Street, Phone: (775) 353 -7366, Fax: (775) 331 -2810 i ' Le ILLINOIS: University Park 60466, 750 Central Ave., Phone: (708) 534 -1414, Fax: (708) 534 -5334 GEORGIA: Norcross 30071, 6344 Cash Court, Phone: (770) 662 8177, Fax: (770) 662 -0284 I N T E R N A T I O N A L . i n c. PENNSYLVANIA: Bristol 19007, 2530 Pearl Buck Road, Phone: (215) 788 -4056, Fax: (215) 788 -4475 TEXAS: Grand Prairie 75050, 1313 Avenue R, Phone: (972) 343 -9206, Fax: (972) 641 -8946 /V /YY.. de thin V . #0191 Printed in USA/ RPI / 5.03 / 2.5M/ 0003 Page l of 1 Figure 7050S* Standard 90° Elbow for Fire Protection C toE I rk: ';'S" IVY ✓. +� ❑ — Available galvanized. 'When ordering, refer to product as FP7050S FIGURE 7050S* Above fitting is cast duce/a iron to ASTM A536 STANDARD O ELBOW form bltings are designed to provide minimal pressure drop and ant - Nurnlaai Pipe Mu. tiaras Caster *WW1 Wt. form strength. Pressure ratings of Grualok Fittings conforms to prose Size OD Pressure to Ered Ea.. of Fig. 7000 Gnivlok Standard Coupling. l'A 1.660 300 2Y4 1.0 1-.i 1.500 300 2 f 1.2 2 2.375 300 3th 1 7 2; 2.875 307 31, 2.6 3 3.500 300 Y 4.0 4 4.500 300 5 7.7 5 5:563 300 5'r 11 6 6.625 300 6. 16.5 • 8 8.625 300 7=i, 306 http://www.anvilintl.com/ps_gruvlok/gruv_gif_s/FP_012.gif 8/13/2004 IIIIIMML A' . , SST 1% i,. __. ...............................,.. ,...... A SAMMYS Item # Model Rod Size Shk Dia Shk Lgth 20 ' GST .750 i 1/4 ; 1/4 i 3/4 21 GST 100 1/4 - 20 I 1/4 1 Item # Model 22 . GST 200 1/4 -20 i 1/4 2 100 #14 23 GST 300 1/4-20 1/4 3 #14 Nut Driver 24 GST 600 1/4-20 1/4 I 6 See page 11 for Stainless Steel (Item #100) FM Test UL/FM Item # i Model Rod Size' Shk Dia Shk Lgth! Load, lb. Pipe Size Actual Pullout 10 GST .75 3/8 -16 i 1/4 1 f 564# - 6 Ply OSB ■ 11 ! GST 10 ! 3/8 -16 i 1/4 1 210# 7/16 Ply 670# - 3/4" Ply 12 GST 20 328:16 1/4 1 2 940# 3/4 -2 1/2 � 1760# - Fir Ctio, 13 GST 30 3/8 -16 1/4 3 I 1475# 3/4 -4 i 2060# - Fir e S ' r ■11 14 GST 60 3/8 -16 i 1/4 ; 6 Installations Item # Model Rod Size ! Shk Dia 'Shk Lgth Actual Pullout 8 GST 2 1/2-13 1/4 2 1760# - Fir Not less than 2" nominal width 15 , GST 3 i 1/2-13 1/4 3 2275# - Fir / (1 1/2 ") . 16 ' GST 4 j 1/2-13 '; 1/4 1 4 #14 SW Nut Driver 17 GST6 1 1/2 -13 ' 1/4 1 6 i (Item #101) Installation it E See Page 3 for installation instructions. per NFPA 13 - c g egiW Will g 2t m Y � > m f o 6 W 9 e z c m y `" E c . . a Sammy » TGI Joist / Truss Consult truss manufacturer for w Sammy recommended installation point , -' ' "' 3 (See "Special Notes" O on "page P') 0 r ':":.".,-P.,%r , I 1 Wood Flooring (a Lower face off •-• Sammy beam or Joist . r ; For vertical use. �+ Wood Joist _ Install in center of lower face. ✓i , et I Mi n im um 2 " imbedment into base material for N FPA 13 compliance _ -' - -�� r •-+ Sammy Sheetrock Ceiling " t 1 fir you don't see /t, call lll us at 1.888.773.0001 2 Wood - Sammys , ` Note: Must be installed with appropriate nut driver to comply with warranty. t ®TOLCS vvww.tolco.com a brand of NIBCO Revision 8/30/2002 . Fig. 1000 - "Fast Clamp" Sway Brace Attachment ©c© Size Range — Pipe size to be braced: 1" thru 6" Schedule 10 Component of State of e size used for bracin : 1" and 11/4" Schedule 40 California OSHPDSyste Approved ▪ thru 40.* Pi P 9 Seismic Restraints System IPS. * Additionally (UL) approved for use to brace Schedule 7 sprinkler pipe up to 4" (maximum horizontal design load 655 lbs.) Torque requirement 6 — 8 ft. lbs. .. _"' , ` ~� \ ' ,. Material — Carbon Steel _ Function — For bracing pipe against sway and seismic l 4 \ i disturbance. The pipe attachment component of a sway brace •, C 'j system: Fig. 1000 is used in conjunction with a TOLCOTM Fig. ` ti 900 Series Fitting and joined together with bracing pipe per NFPA 13* or TOLCO OSHPD Approved Seismic Manual, ! forming a complete sway brace assembly. rr i Features — Can be used to brace Schedules 7 thru 40 IPS. � r J > r Field adjustable, making critical pre-engineering of bracing . unnecessary. Unique design requires no threading of bracing I 1 :' / pipe. Can be used as 4 -way riser brace. Can be used as 1 ` ti ---/,.../ longitudinal brace with Fig. 907. All steel construction eliminates i ';� ••., -� s tructural deficiencies associated with casting type sway brace rj' ' ' fittings. Comes assembled and individually packaged with f' illustrated installation instructions — sizes are clearly marked. Steel leaf spring insert provided to assure installer and inspector necessary minimum torque has been achieved. Application Note — Position Fast Clamp and tighten two hex Maximum Design Load nuts until leaf spring flattens. A minimum of 1" pipe extension 1" thru 4" pipe size — 2015 lbs. beyond the Fig. 1000 is recommended. 6" size — 1265 lbs. • Approvals — Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spac- ing and placement information relating to OSHPD projects, ' please refer to the TOLCO Seismic Restraint Systems 1 X;`' Guidelines. ` /, �'. Finish — Plain ,f' / Note — Available in Electro-Galvanized and HDG finish or `' �,a Stainless Steel materials. 4 -- ,' Order By — Order first by pipe size to be braced, followed by //\ / pipe size used for bracing, figure number and finish. (J' �*,,., 7 5 Important Note — The Fig. 1000 is precision manufactured to + ` ' perform its function as a critical component of a complete bracing assembly. To ensure performance. the UL Listing ' ,r / requires that the Fig. 1000 must be used only with other , ,>,-.,. TOLCO bracing products.+ Office/Manufacturing facility • 1375 Sampson Ave. • Corona, CA 92879 • Ph: 909.737.5599 • Fax. 909.737.0330 168 Customer Service • 800.786.5266 www.forco.com ®TOLCO= www..co.com a brand of NIBCO Revision 5/24/2001 . Fig. 909 - No- Thread Swivel Sway Brace Attachment &Q Size Range — 1" bracing pipe. For brace pipe sizes larger than 1", Component of State of �.- ' California OSHPD Approved use TOLCO Fig. 980. i _ Seismic Restraints System • Material — Carbon Steel, hardened cone point engaging screw r � .� f ; = Function — The structural component of a sway and seismic bracing ',,„\-:/..„,...„..- ,- system. QS l \ \. Features — This product's design incorporates a concentric attach- r�-.. , . , ment opening which is critical to the performance of structural seismic `.l, I\ '--, j., -- v connections. NFPA 13 (1999 Edition) Table 6 -4.5.9 indicates clearly ''` jj \ , '� ,� , that fastener table load values are based only on concentric loading. �- t F: \ - \, \\,'� 1 ,� \` < H No threading of the bracing pipe is required. Open design allows for 1. �/ ) i �..,„ , easy inspection of pipe engagement. All steel construction eliminates °., i ..� deficiencies associated with malleable type attachments. Fastener ~ A ` \ ` 1 can be mounted to all surface angles. �` -, \ $(- Application Note — The Fig. 909 is used in conjunction with the '''•,.. f - - TOLCO Fig. 1000, Fig. 1001, or Fig. 4 (A) pipe clamp, and joined together with bracing pipe. Install per NFPA 13 and /or TOLCO State of California OSHPD Approved Seismic Restraint Manual. Installation — Extend bracing pipe through opening. Tighten cone point engaging screw until head bottoms out. 7 Approvals — Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Included in our Seismic Restraints Catalog approved 4 / 4 t0 by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish — Plain Note — Available in Electro- Galvanized and HDG finish. Order By — Figure number, pipe size and finish. Important Note — The Fig. 909 is precision manufactured to perform 111/ / its function as a critical component of a complete bracing assembly. 4 To ensure performance, the UL Listing requires that the Fig. 909 must be used only with other TOLCO bracing products. NATIONAL AND INTERNATIONAL PATENT APPLICATION IN PROCESS. Dimensions • Weights Max. Design. Max. Design Load Approx. Pipe Size A B Load Lbs. Lbs. w/Washer WtJ100 1 6 1 17/32 2015 2765 91 • Available with hole sizes to accommodate up to 3/4" fastener. Consult Factory. Office/Manufacturing Facility • 1375 Sampson Ave. • Corona, CA 92879 • Ph: 909.737.5599 • Fax: 909.737.0330 161 Customer Service • 800.786.5266 www.tolco.com • TDLCS • www.tolco.com a brand of NIBCO Revision 8/01 /2003 F ig. 907 - 4 -Way Longitudinal Sway Brace Attachment Qc® Size Range — 1" x 1", 1" x 1 and 1'/4" x 1'/4" bracing pipe. Component of State of California OSHPD Approved • Material — Carbon Steel, hardened cone point engaging screw Seismic Restraints System Function — For bracing pipe against sway and seismic disturbances, Functions as as longitudinal brace connection when attached to a lateral brace - pipe. Bracing connection must be positioned as close as physically possible A ` ! to the braced pipe (No more than 3" away). Must be used only with TOLCO ��. r bracing components. When used in conjunction with TOLCO Fig. 1000, this r /7/-1\ combination bracing restricts piping movement in tension and compression /�/ i i f both laterally and longitudinally. � 'll it ' Features — Universal swivel design allows the Fig. 907 to achieve any angle of I r f . i t attachment required. Pipe end requires no threads — simply slide bracing . • ;L !, 111 pi through fittings and tighten each set screw until lock washer is fully • l '. r 1� compressed. jam' ' Application Note — Length of bracing pipe per NFPA 13, Table 6- 4.5.8 -;' . ,r ; (L/R =200); 1" schedule 40 pipe maximum 7'0 ": 11/4" schedule 40 pipe t )f �i maximum 9'0 ". Alternative pipe materials are currently under review. Pleases / `/./ consult factory. B , 4 � Approvals — Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Included in our Seismic Restraints Catalog approved by the State of �,,.r y California Office of Statewide Health Planning and Development (OSHPD). For .�` additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish — Plain • Note — Available in Electro- Galvanized and HDG finish. Order By — Figure number, bracing pipe sizes and finish. Important Note — The Fig. 907 is precision manufactured to perform its • function as a critical component of a complete bracing assembly. To ensure performance, the UL Listing requires that the Fig. 907 must be used only with other TOLCO bracing products. The Fig. 907 is not intended for use with the Fig. 1001 Sway Brace Attachment. NATIONAL AND INTERNATIONAL PATENT APPLICATION IN PROCESS. t 1. Telco Fig. 1000 I. To Fig. 907 i � Tolco Fi 980 ,I ,,, 1 3(3 ____ Tole() > ig, 980 / '* 4 Toico Fig. 980= i , N ola) Tatco Fig. 1000 Z J Toico F 907 Fig. 980 Dimensions • Weights • Max. Design Approx. Pipe Size A B Load Lbs.* WtJ100 1 x 1 4 4'/4 655* 103 1 x 17. 5' /,, 4 " /,a 655' 107 114 x 1'/4 5 5'/4 655' 109 ' Load will accommodate up to 4" pipe at maximum spacing. Office/Manufacturing facility - 1375 Sampson Ave. • Corona, CA 92879 • Ph: 909.737.5599 • Fax 909 737.0330 160 Customer Service • 800.786.5266 www.tolco.com # FIRE SYSTEMS WEST, INC. 1.64, ;ecV / X 39 600 S.E. MARITIME AVENUE, SUITE 300 75"0 ytJ e) U -- VANCOUVER,WA 98661 HYDRAULIC CALCULATIONS FOR UTILITY INDUSTRIAL FLOW CONTROL TIGARD, OREGON 4" WET LOOP SYSTEM -EH -1 OCCUPANCY FILE NUMBER: 0112UTIL- INDUST -WET DATE: AUG 13, 2004 - DESIGN DATA - OCCUPANCY CLASSIFICATION: EXTRA HAZARD GROUP I DENSITY: 0.30 gpm /sq. ft. AREA OF APPLICATION: 2500 sq. ft. COVERAGE PER SPRINKLER: 100 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 26 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 833.7 gpm TOTAL WATER REQUIRED (including hose): 1333.7 gpm FLOW AND PRESSURE (@ RB): 833.7gpm @ 57.0 psi SPRINKLER ORIFICE SIZE: 3/4" inch K 8.0 NAME OF CONTRACTOR: FIRE SYSTEMS WEST, INC. CALCULATIONS BY: DAVID BAINES AUTHORITY HAVING JURISDICTION: CITY OF TIGARD CONTRACTOR CERTIFICATION NUMBER: 49732 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50090582 ) HRS SYSTEMS, INC. TUCKER, GA 30084 4 5:1 O \ " , SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8/13/2004 H: \HASSDATA \0112 UTIL - INDUST - WET.SDF JOB TITLE: UTILITY INDUSTRIAL FLOW DESIGN NEW 4" WET LOOP @ .30/2500 SF WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 110.0 105.0 1561.0 106.3 1333.7 66.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1333.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 833.7 GPM NODE ANALYSIS DATA PRESSURE NODE TAG ELEVATION NODE TYPE TOTAL NORMAL DISCHARGE (FT) (PSI) (PSI) (GPM) 201 24.0 K= 8.00 14.1 14.1 30.1 241 24.0 K= 8.00 15.2 14.6 30.5 261 24.0 K= 8.00 16.9 16.4 32.4 301 24.0 K= 8.00 18.1 17.1 33.1 5 24.0 - - - - 20.0 18.5 - - - 6 20.0 - - - - 24.8 24.2 - - - 361 24.0 K= 8.00 18.2 17.6 33.6 401 24.0 K= 8.00 16.3 15.7 31.7 441 24.0 K= 8.00 15.2 15.2 31.2 202 24.0 K= 8.00 14.1 14.1 30.0 .242 24.0 K= 8.00 15.1 14.5 30.4 262 24.0 K= 8.00 16.8 16.3 32.3 302 24.0 K= 8.00 18.0 17.0 33.0 10 24.0 - - - - 19.9 18.4 - - - 11 20.0 - - - - 24.7 24.6 - - - 362 24.0 K= 8.00 18.1 17.5 33.5 402 24.0 K= 8.00 16.2 15.6 31.6 442 24.0 K= 8.00 15.2 15.2 31.1 203 24.0 K= 8.00 14.1 14.1 30.0 243 24.0 K= 8.00 15.1 14.5 30.4 263 24.0 K= 8.00 16.8 16.3 32.3 303 24.0 K= 8.00 18.0 17.0 33.0 12 24.0 - - - - 19.9 18.4 - - - 13 20.0 - - - - 24.7 24.5 - - - 363 24.0 K= 8.00 18.1 17.5 33.5 403 24.0 K= 8.00 16.3 15.7 31.7 443 24.0 K= 8.00 15.2 15.2 31.2 204 24.0 K= 8.00 15.1 15.1 31.1 244 24.0 K= 8.00 16.2 15.6 31.6 264 24.0 K= 8.00 18.1 17.5 33.5 304 24.0 K= 8.00 19.3 18.3 34.2 14 24.0 - - - - 21.4 20.5 - - - " 15 20.0 - - - - 24.9 24.3 - - - ` SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8/13/2004 H: \HASSDATA \0112 UTIL - INDUST - WET.SDF JOB TITLE: UTILITY INDUSTRIAL FLOW DESIGN NEW 4" WET LOOP @ .30/2500 SF NODE ANALYSIS DATA PRESSURE NODE TAG ELEVATION NODE TYPE TOTAL NORMAL DISCHARGE (FT) (PSI) (PSI) (GPM) 364 24.0 K= 8.00 21.1 21.1 36.7 404 24.0 - - - - 21.1 21.1 - - - '444 24.0 - - - - 21.1 21.1 - - - 205 24.0 - - - - 23.7 23.7 - - - 245 24.0 - - - - 23.7 23.7 - - - 265 24.0 - - - - 23.7 23.7 - - - 305 24.0 - - - - 23.7 23.7 - - - 16 24.0 - - - - 23.7 23.7 - - - 17 20.0 - - - - 25.5 24.9 - - - 365 24.0 - - - - 23.7 23.7 - - - 405 24.0 - - - 23.7 23.7 - - - 445 24.0 - - - - 23.7 23.7 - - - 121 20.0 - - - - 28.9 28.3 - - - 150 20.0 - - - - 45.1 44.6 - - - 247 20.0 - - - - 46.1 45.6 - - - RT 20.0 - - - - 47.1 46.6 - - - RB 0.5 - - - - 57.0 56.5 - - - A -4.0 - - - - 60.0 60.0 - - - B -4.0 - - - - 68.0 68.0 - - - SOURCE 2.5 SOURCE 66.2 66.2 833.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 8/13/2004 H: \HASSDATA \0112 UTIL - INDUST - WET.SDF JOB TITLE: UTILITY INDUSTRIAL FLOW DESIGN NEW 4" WET LOOP 8 .30/2500 SF PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT PN DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (PSI) (PSI) (GPM) FL /FT (PSI) Pipe: 1 -30.1 1.380 PL 10.00 PF 1.0 .201 24.0 14.1 14.1 30.1 6.5 100 FTG - - -- PE 0.0 241 24.0 15.2 14.6 30.5 0.102 TL 10.00 PV 0.3 Pipe: 2 -60.6 1.610 PL 10.00 PF 1.8 241 24.0 15.2 14.6 30.5 9.6 100 FTG - - -- PE 0.0 261 24.0 16.9 16.4 32.4 0.176 TL 10.00 PV 0.6 Pipe: 3 -93.0 2.067 PL 10.00 PF 1.2 261 24.0 16.9 16.4 32.4 8.9 100 FTG - - -- PE 0.0 301 24.0 18.1 17.1 33.1 0.115 TL 10.00 PV 0.5 Pipe: 4 -126.1 2.067 PL 2.50 PF 1.9 301 24.0 18.1 17.1 33.1 12.1 100 FTG T PE 0.0 5 24.0 20.0 18.5 0.0 0.202 TL 9.64 PV 1.0 Pipe: 5 96.5 2.067 PL 7.50 PF 1.8 5 24.0 20.0 18.5 0.0 9.2 100 FTG T PE 0.0 361 24.0 18.2 17.6 33.6 0.123 TL 14.64 PV 0.6 Pipe: 6 62.9 1.610 PL 10.00 PF 1.9 361 24.0 18.2 17.6 33.6 9.9 100 FTG - - -- PE 0.0 401 24.0 16.3 15.7 31.7 0.189 TL 10.00 PV 0.7 Pipe: 7 31.2 1.380 PL 10.00 PF 1.1 401 24.0 16.3 15.7 31.7 6.7 100 FTG - - -- PE 0.0 441 24.0 15.2 15.2 31.2 0.109 TL 10.00 PV 0.3 Pipe: 8 -222.6 2.469 PL 4.00 PF 3.1 5 24.0 20.0 18.5 0.0 14.9 100 FTG T PE 1.7 6 20.0 24.8 24.2 0.0 0.243 TL 12.56 PV 1.5 Pipe: 9 -30.0 1.380 PL 10.00 PF 1.0 202 24.0 14.1 14.1 30.0 6.4 100 FTG - - -- PE 0.0 242 24.0 15.1 14.5 30.4 0.102 TL 10.00 PV 0.3 Pipe: 10 -60.4 1.610 PL 10.00 PF 1.8 242 24.0 15.1 14.5 30.4 9.5 100 FTG - - -- PE 0.0 262 24.0 16.8 16.3 32.3 0.175 TL 10.00 PV 0.6 Pipe: 11 -92.7 2.067 PL 10.00 PF 1.1 262 24.0 16.8 16.3 32.3 8.9 100 FTG - - -- PE 0.0 302 24.0 18.0 17.0 33.0 0.114 TL 10.00 PV 0.5 Pipe: 12 -125.7 2.067 PL 2.50 PF 1.9 302 24.0 18.0 17.0 33.0 12.0 100 FTG T PE 0.0 10 24.0 19.9 18.4 0.0 0.201 TL 9.64 PV 1.0 , SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8/13/2004 H: \HASSDATA \0112 UTIL - INDUST - WET.SDF JOB TITLE: UTILITY INDUSTRIAL FLOW DESIGN NEW 4" WET LOOP @ .30/2500 SF PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT PN DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (PSI) (PSI) (GPM) FL /FT (PSI) Pipe: 13 96.2 2.067 PL 7.50 PF 1.8 10 24.0 19.9 18.4 0.0 9.2 100 FTG T PE 0.0 362 24.0 18.1 17.5 33.5 0.123 TL 14.64 PV 0.6 • Pipe: 14 62.7 1.610 PL 10.00 PF 1.9 362 24.0 18.1 17.5 33.5 9.9 100 FTG - - -- PE 0.0 402 24.0 16.2 15.6 31.6 0.188 TL 10.00 PV 0.7 Pipe: 15 31.1 1.380 PL 10.00 PF 1.1 402 24.0 16.2 15.6 31.6 6.7 100 FTG - - -- PE 0.0 442 24.0 15.2 15.2 31.1 0.109 TL 10.00 PV 0.3 Pipe: 16 -221.9 2.469 PL 4.00 PF 3.0 10 24.0 19.9 18.4 0.0 14.9 100 FTG T PE 1.7 11 20.0 24.7 24.6 0.0 0.242 TL 12.56 PV 1.5 Pipe: 17 -189.9 4.260 PL 10.00 PF 0.1 11 20.0 24.7 24.6 0.0 4.3 100 FTG - - -- PE 0.0 6 20.0 24.8 24.2 0.0 0.013 TL 10.00 PV 0.1 Pipe: 18 -30.0 1.380 PL 10.00 PF 1.0 203 24.0 14.1 14.1 30.0 6.4 100 FTG - - -- PE 0.0 243 24.0 15.1 14.5 30.4 0.102 TL 10.00 PV 0.3 Pipe: 19 -60.4 1.610 PL 10.00 PF 1.8 243 24.0 15.1 14.5 30.4 9.5 100 FTG - - -- PE 0.0 263 24.0 16.8 16.3 32.3 0.175 TL 10.00 PV 0.6 Pipe: 20 -92.7 2.067 PL 10.00 PF 1.1 . 263 24.0 16.8 16.3 32.3 8.9 100 FTG - - -- PE 0.0 303 24.0 18.0 17.0 33.0 0.114 TL 10.00 PV 0.5 Pipe: 21 -125.7 2.067 PL 2.50 PF 1.9 303 24.0 18.0 17.0 33.0 12.0 100 FTG T PE 0.0 12 24.0 19.9 18.4 0.0 0.201 TL 9.64 PV 1.0 Pipe: 22 96.4 2.067 PL 7.50 PF 1.8 12 24.0 19.9 18.4 0.0 9.2 100 FTG T PE 0.0 363 24.0 18.1 17.5 33.5 0.123 TL 14.64 PV 0.6 Pipe: 23 62.9 1.610 PL 9.50 PF 1.8 363 24.0 18.1 17.5 33.5 9.9 100 FTG - - -- PE 0.0 403 24.0 16.3 15.7 31.7 0.188 TL 9150 PV 0.7 Pipe: 24 31.2 1.380 PL 10.00 PF 1.1 403 24.0 16.3 15.7 31.7 6.7 100 FTG - - -- PE 0.0 443 24.0 15.2 15.2 31.2 0.109 TL 10.00 PV 0.3 Pipe: 25 -222.1 2.469 PL 4.00 PF 3.0 12 24.0 19.9 18.4 0.0 14.9 100 FTG T PE 1.7 13 20.0 24.7 24.5 0.0 0.242 TL 12.56 PV 1.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 8/13/2004 H: \HASSDATA \0112 UTIL - INDUST - WET.SDF JOB TITLE: UTILITY INDUSTRIAL FLOW DESIGN NEW 4" WET LOOP @ .30/2500 SF PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT PN DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (PSI) (PSI) (GPM) FL /FT (PSI) Pipe: 26 32.0 4.260 PL 10.00 PF 0.0 13 20.0 24.7 24.5 0.0 0.7 100 FTG - - -- PE 0.0 11 20.0 24.7 24.6 0.0 0.000 TL 10.00 PV 0.0 Pipe: 27 -31.1 1.380 PL 10.00 PF 1.1 204 24.0 15.1 15.1 31.1 6.7 100 FTG - - -- PE 0.0 244 24.0 16.2 15.6 31.6 0.109 TL 10.00 PV 0.3 Pipe: 28 -62.7 1.610 PL 10.00 PF 1.9 244 24.0 16.2 15.6 31.6 9.9 100 FTG - - -- PE 0.0 264 24.0 18.1 17.5 33.5 0.187 TL 10.00 PV 0.7 Pipe: 29 -96.1 2.067 PL 10.00 PF 1.2 264 24.0 18.1 17.5 33.5 9.2 100 FTG - - -- PE 0.0 304 24.0 19.3 18.3 34.2 0.122 TL 10.00 PV 0.6 Pipe: 30 -130.3 2.067 PL 2.50 PF 2.1 304 24.0 19.3 18.3 34.2 12.5 100 FTG T PE 0.0 14 24.0 21.4 20.5 0.0 0.215 TL 9.64 PV 1.0 Pipe: 31 36.7 2.067 PL 7.50 PF 0.3 14 24.0 21.4 20.5 0.0 3.5 100 FTG T PE 0.0 364 24.0 21.1 21.1 36.7 0.021 TL 14.64 PV 0.1 Pipe: 32 0.0 1.610 PL 10.00 PF 0.0 364 24.0 21.1 21.1 36.7 0.0 100 FTG - - -- PE 0.0 . 404 24.0 21.1 21.1 0.0 0.000 TL 10.00 PV 0.0 Pipe: 33 0.0 1.380 PL 10.00 PF 0.0 . 404 24.0 21.1 21.1 0.0 0.0 100 FTG - - -- PE 0.0 444 24.0 21.1 21.1 0.0 0.000 TL 10.00 PV 0.0 Pipe: 34 -167.1 2.469 PL 4.00 PF 1.8 14 24.0 21.4 20.5 0.0 11.2 100 FTG T PE 1.7 15 20.0 24.9 24.3 0.0 0.143 TL 12.56 PV 0.8 Pipe: 35 254.1 4.260 PL 10.00 PF 0.2 15 20.0 24.9 24.3 0.0 5.7 100 FTG - - -- PE 0.0 13 20.0 24.7 24.5 0.0 0.022 TL 10.00 PV 0.2 Pipe: 36 0.0 1.380 PL 10.00 PF 0.0 205 24.0 23.7 23.7 0.0 0.0 100 FTG - - -- PE 0.0 245 24.0 23.7 23.7 0.0 0.000 TL 10.00 PV 0.0 Pipe: 37 0.0 1.610 PL 10.00 PF 0.0 245 24.0 23.7 23.7 0.0 0.0 100 FTG - - -- PE 0.0 265 24.0 23.7 23.7 0.0 0.000 TL 10.00 PV 0.0 • Pipe: 38 0.0 2.067 PL 10.00 PF 0.0 265 24.0 23.7 23.7 0.0 0.0 100 FTG - - -- PE 0.0 305 24.0 23.7 23.7 0.0 0.000 TL 10.00 PV 0.0 , SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 8/13/2004 H: \HASSDATA \0112 UTIL - INDUST- WET.SDF JOB TITLE: UTILITY INDUSTRIAL FLOW DESIGN NEW 4" WET LOOP @ .30/2500 SF PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT PN DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (PSI) (PSI) (GPM) FL /FT (PSI) Pipe: 39 0.0 2.067 PL 2.50 PF 0.0 305 24.0 23.7 23.7 0.0 0.0 100 FTG T PE 0.0 16 24.0 23.7 23.7 0.0 0.000 TL 9.64 PV 0.0 Pipe: 40 0.0 2.067 PL 7.50 PF 0.0 16 24.0 23.7 23.7 0.0 0.0 100 FTG T PE 0.0 365 24.0 23.7 23.7 0.0 0.000 TL 14.64 PV 0.0 Pipe: 41 0.0 1.610 PL 10.00 PF 0.0 365 24.0 23.7 23.7 0.0 0.0 100 FTG - - -- PE 0.0 405 24.0 23.7 23.7 0.0 0.000 TL 10.00 PV 0.0 Pipe: 42 0.0 1.380 PL 10.00 PF 0.0 405 24.0 23.7 23.7 0.0 0.0 100 FTG - - -- PE 0.0 445 24.0 23.7 23.7 0.0 0.000 TL 10.00 PV 0.0 Pipe: 43 0.0 2.469 PL 4.00 PF 0.0 16 24.0 23.7 23.7 0.0 0.0 100 FTG T PE 1.7 17 20.0 25.5 24.9 0.0 0.000 TL 12.56 PV 0.0 Pipe: 44 421.2 4.260 PL 10.00 PF 0.6 17 20.0 25.5 24.9 0.0 9.5 100 FTG - - -- PE 0.0 15 20.0 24.9 24.3 0.0 0.056 TL 10.00 PV 0.6 Pipe: 45 421.2 4.260 PL 322.42 PF 19.6 150 20.0 45.1 44.6 0.0 9.5 100 FTG T2L PE 0.0 17 20.0 25.5 24.9 0.0 0.056 TL 352.40 PV 0.6 Pipe: 46 412.5 4.260 PL 283.00 PF 16.1 . 150 20.0 45.1 44.6 0.0 9.3 100 FTG T PE 0.0 121 20.0 28.9 28.3 0.0 0.054 TL 301.56 PV 0.6 Pipe: 47 412.5 4.260 PL 65.42 PF 4.1 121 20.0 28.9 28.3 0.0 9.3 100 FTG 2L PE 0.0 6 20.0 24.8 24.2 0.0 0.054 TL 76.84 PV 0.6 Pipe: 48 -833.7 6.357 PL 30.00 PF 1.1 150 20.0 45.1 44.6 0.0 8.4 100 FTG L PE 0.0 247 20.0 46.1 45.6 0.0 0.028 TL 37.85 PV 0.5 Pipe: 49 -833.7 6.357 PL 26.50 PF 1.0 247 20.0 46.1 45.6 0.0 8.4 100 FTG L PE 0.0 RT 20.0 47.1 46.6 0.0 0.028 TL 34.35 PV 0.5 Pipe: 50 -833.7 6.357 PL 19.50 PF 1.5 RT 20.0 47.1 46.6 0.0 8.4 100 FTG BA PE 8.4 RB 0.5 57.0 56.5 0.0 0.028 TL 53.76 PV 0.5 • Pipe: 51 -833.7 6.280 PL 52.50 PF 1.1 RB 0.5 57.0 56.5 0.0 8.6 140 FTG L PE 1.9 A -4.0 60.0 60.0 0.0 0.016 TL 66.50 PV 0.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 • DATE: 8/13/2004 H: \HASSDATA \0112 UTIL - INDUST - WET.SDF JOB TITLE: UTILITY INDUSTRIAL FLOW DESIGN NEW 4" WET LOOP @ .30/2500 SF PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT PN DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (PSI) (PSI) (GPM) FL /FT (PSI) Pipe: 52 FIXED PRESSURE LOSS DEVICE B -4.0 0.0 68.0 0.0 8.0 psi, 833.7 gpm A -4.0 0.0 60.0 0.0 Pipe: 53 -833.7 6.280 PL 6.50 PF 0.9 B -4.0 68.0 68.0 0.0 8.6 140 FTG TG PE -2.8 SOURCE 2.5 66.2 66.2 (N /A) 0.016 TL 58.50 PV 0.5 NOTES: (1) Calculations were performed by the HASS 7.6 computer program under license no. 50090582 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.094 gpm. (3) Velocity pressures have been included in the calculation of the system pressures and flows. Maximum water velocity is 14.9 ft /sec at pipe 8. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkV1v BfyVly GatV1v A1mChk DPV1v NPTee 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 2.469 6.00 12.00 4.00 14.00 7.00 1.00 10.00 10.00 12.00 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkV1v BfyVly GatV1v A1mChk DPV1v NPTee 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 8/13/2004 H: \HASSDATA \0112 UTIL - INDUST - WET.SDF JOB TITLE: UTILITY INDUSTRIAL FLOW DESIGN NEW 4" WET LOOP @ .30/2500 SF PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee • 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 • ' • a s a 1. • q- I tj • W P1 WATER SUPPLY ANALYSIS 1-3 •• 120.0 Static: 110.00 psi Resid: 105.00 psi Flow: 1561.0 gpm H m LEGEND/ M H (.0 Available pressure y N o 1 106.26 psi @ 1333.7 gpm H o o Required pressure t" H 100.0 __ 2 66.16 psi @ 1333.7 gpm A. Source Supply Curve 1-< • B System Demand Curve H A U ro U C!) H G ' x E 8 0. 0 __ H • o r P 'r1 m R o m E 2 S U • 60.0 H U R • x E tt'1 C/) tt • Cl] H do ( 40.0 _ p Z 5 y o ff tl H Cr) O N M H o C 20.0 _ to • H a N (1) to y 0.0 B o ro cnyW '_] • IQ Cn(D 'l H -14.7 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM)