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BLD19980911IMF& .w�•+•+� "►111N�M Ta HYDRAULIC CALCULATIONS Low loso � t4 zft - &ayA) for � FtFisT F lwn dpaoR ) wo i ;;[7 �C fir' T s -gyp t�a�1. D CONTRA.CT NO ATE � S DESIGN DATA: OCCUPANCY CLASSIFICATION DENSITY i �i I mow AREA OF APPLICATION X D l7w-led15ipEts.T 4 SQ. FT, L — & COVERAGE PER SP-R.D�KLE..Rqnsomm" - 'L "i. CP`lhX SPECL3L SPRLVKLERS NOo OF SPRINFi ERS CALCULATED IN —RACK DEMiAL`qD HOSE STREAMS =mob ys� G,PM TOTAL WATER REQUIRED GPNf INCLUDING HOSE STR.E.AMS NAME OF CONTRACTOR w NAME OF DESIGNER ADDRESS AUTHORITY .JUN 2 2 1998 r I :: 4::::: kt.. HAVING TURISDIC ON Zot:j Ln� mQtiPs aste,� MASTER CeftifiCr?f�,0�� ° 4 oos` u.•�iOrs ri cl y 4(D Robert Ve r. , "1 w � IL l" 7 0 ' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 05/13/1998 JOB TITLE: BALLINGERWOOD APTS. (1ST. FLR4 — 4 HEADS) WATER SOURCE NODE TAG SUPPLY DATA I Page 1 075-685AG STATIC RESID. FLOW AVAIL. TOTAL REQ'D PRESS. PRESS. C PRESS. @ DEMAND PRESS. (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 9060 70sO 1977oO 89*4 299s 2 33e 2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 299 * 2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250 a 0 GPM OTHER HOSE STREAM ALLOWANCES Os 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 49. 2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) f (PSI) (GPM) X. 0.0 SOURCE 33. 2 49,6 2 1 17a 4 — — — — 7-v 8 — — — 2 17-s 4 — — — — 8.6 1 — — — 3 17. 4 — — — — 8.5 — — — h 16*9 K= 4. 30 7. S 12* 0 5 16o 9 K= 4.30 8. 4 12* 5 6 19*4 — — — — 17.5 — — — 7 19.4 — — — — 19s 4 — — — 8 19* 4 — — — — 18* 2 — — 0~ 9 17.4 — — — — 8. 7 — — — 10 16* 9 K= 4.30 8. 4 12w 5 11 17.4 — — — — 8. 3 — — — 12 16a 9 K 4o3O 8. I l2w 3 19 106 8 — — — — 25. 7 — — — 20 10.8 — — — — 25t 3 — — — 29 100 8 — — — — 25v7 — — — 30 12a 8 — — — — 25d. 3 — — — 31 12o 8 — — — — 25*4 — — — 32 12.8 — — — — 25.6 — — — 33 7.8 — — — — 27.8 — — — 34 .7o 8 — — — — 29. 7 — — — 35 0.0 — — — — 33v 1 — — — SDF 1 w • SPRINKLER SYSTEM HYDRAULIC ANALYSIS I'age 2 Date: 05/13/1998 075-685A4 SDF JOB TITLE: BALLINGEkW00D APTS. (1ST. FLR. - 4 HEADS) PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PS I (GPM) F.L. /FT (PSI) Pipe: 1 49s 2 4. 7.00 PL 45eOO PF 0.91 x 0*0 SRCE 33a 2 (N/A) Is 2 100 FTG TG PE 0'h 0 35 0. 0 000 33a 1 000 0. 001 TL 62o 16 PV 0. 0 Pipets 2 49*2 4. 100 PL 7o25 PF 0,00 35 040 000 33o 1 000 1. 2 100 FTG L PE -3. 4 34 7,o 8 0. 0 29* 7 000 0e001 TL 11s 93 PV 0.60 Pipe: 3 FIXED PRESSURE LOSS DEVICE 34 7.9 8 060 29*7 000 1. 9 psi, 49. 2 gpm 33 7s, 8 040 27-R 8 080 Pipe: 4 43. 2 2. 635 PL 5*00 PF 0. 1 33 7. 8 0. 0 27a 8 on 0 2. 9 120 FTG L PE -2.2 32 12o 8 090 259 6 0. 0 0. 008 TL 10949 PV 0. 1 P ipe: 5 49e 2 2. 157 PL 5a50 PF Ov 2 32 12a 8 060 25*6 040 le 3 120 FTG L PE 0.60 31 12a 8 000 25*4 0. 0 0*021 TL 9919 Pv 0. 1 P ipe: 6 23s, 6 2. 157 PL 15*33 PF 0. 1 31 12*8 000 25a4 0400 2. 1 120 FTG ---- PE 0. 0 30 12s 8 000 25o3 000 OcO05 TL 15s, 33 PV 0.00 Pipe: 7 25,o 6 2. 157 PL 60,,75 PF Of, 5 31 12*8 Ono 254.4 04.0 2. 2 120 FTG 2ET PE 0. 9 29 10a 8 0. 0 25*7 0. 0 OvOO6 TL 85m 36 PV 0. 0 Pipe: 8 25a 6 1. 610 PL 6o54 PF 0-m 4 29 10a 8 01b 0 25s 7 000 4. 0 120 FTG T PE 0.9 0 20 100 8 090 25m 3 0. 0 0*025 TL 14954 PV 0.6 1 P ipe: 9 499 2 Is 687 PL Ile 75 PF 2-m 2 20 10,6 8 0. 0 25m 3 0,0 0 7. 1 120 FTG 2ET PE -3.7 7 19,4 0. 0 19m 4 Q. 0 0s. 068 TL 31o84 PV Os 3 P ipe: 10 24m 5 Is 109 PL 6a92 PF 1. 9 7 19, 4 08,0 19a 4 000 8. 1 120 FTG T PE 01,0 6 19s4 000 17-a 5 00,0 0. 144 TL 13948 PV 0*4 P ipe: it 24* 5 le 109 PL 56e75 PF 9. 9 6 190 4 060 17* 5 060 8. 1 120 FTG 2ET PE 0,59 3 17*4 0. 0 8. 5 0. 0 Oo 144 TL 68a 55 PV Ob 4 P ipe: 12 12m 5 1. 109 PL Os 54 PF 0. 3 3 17a 4 0. 0 8. 5 0400 4. 1 120 FTG T PE o,. 2 5 16*9 4.3 8. 4 12m 5 0*041 TL 7. 10 PV 0101 Pipe: 13 12. 0 1,m 10 9 PL 9. 0 II PF Oe 4 3 17v 4 0.90 8. 5 010 0 4*0 120 FTG - -- - P E 060 2 17. 4 0*0 8. 1 O-W 0 Ou 039 TL 9. 08 Pv 0. 1 I'Ii I KL.ER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 05/13/1998 075-685Ao JOB TITLE: BALLINGERWOOD APTS. (1ST. FLR. - 4 HEADS) PIPE DATA (cont. PIPE TAG END NODES 2 1 1 4 30 19 19 20 Poe 9 10 9 11 11 12 ELEV. (FT) Pipes. 14 17* 4 17n 4 Pipe: 15 17s 4 169 9 NOZ. (K) 000 4.3 PT DISC. (PSI) (GPM) Q(GYM) DIA(IN) VEL(FPS) HW(C) F.L. /FT LENGTH PRESS. (FT) SUM. (PSI) 8.1 7. 8 090 000 124 4. 0 0 1. 0*039 109 120 PL FTG TL 7. 7. 8 8 000 12oO 12o 4. 0 0 1. 09039 109 120 PL FTG TL SDF 1. 12 PF Oo 3 T PE 090 7. 68 PV 0. 1 Os54 PF Oe 3 T PE 0. 2 7. 10 PV 0. 1 P ipe: 16 12a 100 8 8 000 0. 0 .259 25a 3 7 090 Of, 0 23* 2. 6 1 2. Oe 157 120 005 PL FTG TL 60*75 2ET 85* 36 PF PE PV 0. 0. 0. 5 9 0 P ipe: 17 10v 10-s 8 8 0*0 0. 0 25* 25o 7 3 000 000 23-v 3. 6 7 1, 0, 610 120 022 PL FTG TL 8o42 16942 T PF PE PV 0*4 000 0.6 1 P ipe: 18 19a 19* 4 4 00, 020 0 19* 1II. 4 2 Ok Ono 0 24a 6. 7 2 1. On. 109 120 147 PL FTG TL 8a42 ---- 8942 PF PE PV I OaO Ot io 2 5 Pipe: 19 19. 17*4 4 Ono Ono 18* 8. 2 7 0.60 000 21* 3,,2 7 1. On. 109 120 147 PL FTG TL 58n.83 2ET 70* 63 PF PE PV 10* 0119 Ot 4 5 P ipe: 20 17o 16* 4 9 060 4. 3 8. 8. 7 4 000 12* 5 12-v 4. 5 1 1n109 0*041 120 PL FTG TL 2o96 12-s ET 14 PF PE PV 0,85 Oe 0,81 2 P ipe: 21 17* 17a 4 4 0. 000 0 8. 8. 7 3 000 000 12e 4,, 3 1 1. 0*040 109 120 PL FTG TL Ile - - 11s00 00 -- PF PE PV Oe 0,,0 0. 4 1 P ipe: 22 17. 16a 4 9 04, 4. 0 3 8. 8,9 3 1 000 12n 3 12a 4. 3 1 lo 0*040 109 120 PL FTG TL 2. 8. 96 2E 20 PF PE PV Oft 0. 0. 3 2 1 NOTES: (1) Calcuiations were under license no. performed by the HASS 6.2.0 008F561 granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 computer program (2) The system has been balanced to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.452 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity 1p is 8.2 ft/see at pipe 19. 1 I k Date: JOB T I SPkINKLER SYSTEM HYDRAULIC ANALYSIS 05/13/1998 TLE of BALLINGEHWOOD APTS. (1ST. FLR. - 4 HEADS) (4) PIPE FITTINGS TABLE Pipe Table Name: STANDAFiD.PIP PAGE: A Diameter ( in) le 610 PAGE; * Diameter Cin? 2-w 157 2*635 4. 100 i 0 Page 4 075-685A. SDF MATERIAL: S40 HWC so 120 Equivalent Fitting Lengths in Feet E T L c B G A D E I I Tee LngEll ChkVIv BfyVlv GatVIv AlmChk DPVlv -- GP~ ----- am~ --------------------------------------------- WOW - N NPTee 4s00 8000 2*00 9.00 6.00 1*00 10000 10000 8.00 MATERIAL: S40 HWC49 L20 Equivalent Fitting Lengths in Feet E T L c B G A D E I I Tee LngEll ChkVIv BfyVlv GatVIv AlmChk DPVlv ------------------------------------------------------ 'Emma - N Invirm-11 2. 62 6. 56 2. 62 5. 56 7*87 1. 31 13* 11 13a 11 6. 56 5. 02 10* 04 2. 51 It a 30 7. 53 1. 26 12*55 12o 55 10904 6. 15 12a 31 3. 69 13a 54 7. 38 1. 23 12. 31 12o 31 129 31 8. 24 16e47 5.49 Igo 22 9. 61 1. 37 13a 73 139 73 16. 47 10*93 21* 86 6*56 21*04 13s 11 2. 19 210 86 10a 93 21. 86 4 `=URINIiLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 05/13/1998 075-685A. SDF JOB TITLE: SALLINGERWOOD APTS. (1ST. FLR. - 4 HEADS) 14ATER SUPPLY CURVE I MWI *\O\\\\ 88+ \\\\\\ 80+ 72+ 70.0 psi @ 1977 9pm- > Flow Test Point P 64+ R E S S 56+ U R E 48+ P S 1 40+ x 32+ 24+ 16+ X = Requi red Water Supply 33* 18 psi @ 299 2 gpm 8+ .. 0 = Available Water Supply 89.39 psi @ 299.2 gpm 0++ + "mmw MEW* MEN* 4mw + dm + MOW MIMP MMP dM� AW� AFEMkh + M�p �w demp ago" m� mmml@mop + wohm dEdEp ANIMP + .0mm + ==No mmmm F� mmm 00=0 + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) L at • 0 HYDRAULIC CALCULATIONS for (FI :LL SST F�pt�) -�iW.00D A�PTS. S i aAamo 'L`m .9 7f >i CONTRACT NO.. DATE r7 DESIGN DATA* OCCTj?AN,LCY CLASSIFICA'i'ION DENSITY11-i0017'F1 e51veorrAT ABEA OF ?.P°LIGATION SQ,17T, COVERAGE PER SPRINKLER SQ. F SPECIAL SPRDTKLERS • NO. OF SPNXLERS.2IC.A.1CULATED l IN -,RACK DEqNfA�ID HOSE STREa"MS TOTAL WATER REQUMED INCLUDING HOSE STRE..kNIS NAME OF CONTRACTOR m NiAMiE OF DESIGiVER ADDRESS �l t S P� � l Pc ��P� Lo AUTHORITY HAVING NRISDICTION Z ki Dr-o Low 15�v -mmoo low% cww,'< - i-me ITY (DFl A 4B.Ul.EP...lffQ. JUN 2 2 1998 S _etT v i N I Date: JOB T I WATER SOURCE NODE TAG x SPItINI{LEk SYSTEM HYDRAU 05/13/1998 TLE top BALLINGERWOOD APTS. (1ST. FLR SUPPLY DATA NODE TAG x 1 2 3 4 5 6 7 8 9 10 it 12 19 20 29 30 31 32 33 34 35 STATIC PRESS. (PSI) 9060 AGGREGATE RESID. PRESS. (PSI) 70.0 x FLOW (GPM) 1977oO FLOW ANALYSIS: L I C ANALYS — 1 HEAD AVAIL. PRESS. (PSI) 89.5 TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS I S DATA ELEVATION (FT) o.o 17m 4 17o 4 17. 4 16* 9 16. 9 19*4 19*4 19s4 17.4 16o 9 l7e 4 16m 9 100 8 100 8 10. 8 12* 8 12* 8 12m 8 7. 8 7. 8 o.o NODE TYPE SOURCE -UNEW dhEM mb� NONE& mmek 0~ if Mob= -044m 0-0 4Y �4 #ram K Woftib 4.30 ■+IFS -pop"F� f+W w4 err err mmof mmw M."f ME" -=Ef �F ME" 6 r w PRESSURE (PSI) 22* 7 13-e 3 13. 3 13* 3 13* 5 13. 5 12t5 12m 5 12fs 1 9.8 1000 9.3 9111 16*4 16* 4 16. 4 15s 6 15o, 6 15* 6 174 8 19s 3 229 6 IS Page 1 075-685C. SDF J I TOTAL REQ " D DEMAND PRESS. (GPM) (PSI) 263.0 22* 7 263 * 0 GPM 250 a 0 GPM 0*0 GPM 13.0 GPM DISCHARGE (GPM) 1340 *—PW 04mob loom w w � MEOWi �f anka4 Emwr A" w« -mbw mommm 4001 i 13*0 #per @-%WM +Fr 7T! Ow" ft� *ONE& mmft w ion 6 Y dwow mw� ORM I 4 Date: JOB T I SF'RINICLER SYSTEM HYDRAULIC ANALYS 05/13/1998 TLE 4* BALLINGERWOOD APTS. (1ST. FLR. - 1 HEAD PIPE DATA PIPE TAG END ELEV. NOZ. NODES (FT) (K) Pipe: 1 x OtO SRCE 35 0. 0 oleo Pipe: 2 35 000 040 34 7s8 Ono Pipe: 3 34 7. 8 060 33 7*8 U. 0 Pipets 4 33 7. 8 090 32 12* 8 000 Pipe: 5 32 12* 8 000 31 12m 8 0,90 P ipe: 6 31 12s 8 0. 0 30 12* 8 0. 0 Pipe: 7 31 12* 8 060 29 10m 8 0,00 Pi pe: 8 29 100 8 0. 0 20 10m 8 000 P ipe: 9 20 10,w 8 000 7 19v4 000 P ipe: 10 7 19n 4 0100 6 190 4 0. 0 P ipe: 11 6 19v4 090 3 17v 4 000 Pipe: 12 3 17. 4 00, 0 5 169 9 0. 0 Pipe: 13 3 17. 4 000 2 17. 4 0. 0 PT DISC. (PSI) (GPM) 22a 7 229 6 22o 6 190 3 19. 3 17. 8 17. 8 156 6 15o 6 15.6 15v 6 15a 6 15o 6 16m 4 16a 4 16*4 16. 4 129 5 121m 5 12m 5 12. 5 13. 3 13o 3 13o 5 13. 3 13. 3 (N/A) 000 0.00 000 IS Page 2 075-685C, SDF 0 Q (GPM) D I A ( I N) LENGTH PRESS. VEL(FPS) HW(C) (FT) SUM. F.L. /FT (PSI ) 13* 0 4.100 PL 45eOO PF 0.00 049 3 100 FTG TG PE 0,60 0m000 TL 62* 16 PV 0. 0 13aO 49100 PL 7. 25 PF 060 0.3 100 FTG L PE -3,4 0e000 TL Ile 93 PV 060 FIXED PRESSURE LOSS DEVICE 1.5 psi, 13.0 gpm 13o 0 2. 635 PL 5*00 PF 000 0. 8 120 FTG L PE -2.2 0*001 TL 10*49 PV 000 13s 0 2. 157 PL 5. 50 PF 0. 0 1.1 120 FTG L PE 0, 0 0..002 TL 9. 19 Pv 010 0 6. 2 2. 157 PL 15t 33 PF 0,00 Oe 5 120 FTG ---- PE 04, 0 0a000 TL 15* 33 PV 000 6. 8 2. 157 PL 60* 75 PF 0,00 On 6 120 FTG 2ET PE 0. 9 0,001 TL 85* 36 PV 0. 0 6. 8 lo 610 PL 6. 54 PF 0, 0 1.1 120 FTG T PE 0,10 0w002 TL 14* 54 PV 00, 0 13eO le 687 PL 114 75 PF Oo 2 it 9 120 FTG 2ET PE -3,7 Ot 006 TL 310 84 PV 000 0. 0 1. 109 PL 6e92 PF 0. 0 0. 0 120 FTG T PE 000 OoOOO TL 13*48 PV '0* 0 Ot 0 lo 109 PL 569 75 PF 0. 0 000 120 FTG 2ET PE 0, 9 Oa 000 TL 681 55 PV 0. 0 OsO 1. 109 PL 0. 54 PF 0, 0 060 120 FTG T PE 0. 2 OsOOO TL 7. 10 PV 0. 0 Oe 0 1. 109 PL 9. 08 PF 090 000 120 FTG ---- PE 0. 0 0*000 TL 9m08 PV 0, 0 x 1 r L Date: JOB TI 05/13/1998 TLE PIPE DATA fiPRINKL,EF{ SYSTEM HYDRAULIC ANALYS 4 BALLINGERWOOD APTS. (IST. FLR. - 1 HEAD (cont.) Page 3 075-685C. SDF PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PS I) (GPM) F.L. /FT (PSI) Pipe: 14 090 1. 109 PL le 12 PF 0. 0 2 17. 4 000 13* 3 000 0. 0 120 FTG T PE 0. 0 1 17*4 000 13o 3 000 0. 000 TL 7,68 PV 0. 0 P ipe: 15 0. 0 1. 109 PL 0*54 PF 0. 0 1 17. 4 000 13.3 000 080 120 FTG T PE 0. 2 4 16. 9 010 0 13s. 5 0. 0 0. 000 TL 7. 10 PV 0. 0 P ipe: 16 6. 2 2. 157 PL 609 75 PF 0. 0 30 12o 8 000 15r, 6 060 0. 5 120 FTG 2ET PE 0.0 9 19 10.6 8 0-V 0 16*4 000 04000 TL 85a 36 PV 000 P ipe: 17 6. 2 le 610 PL 8*42 PF 090 19 10* 8 000 1694 0. 0 1,80 120 FTG T PE 0. 0 20 10e 8 0. 0 16,b 4 01,0 0@002 TL 16*42 PV 0. 0 Pipe: 18 13*0 lo 109 PL 8*42 PF 0*4 7 199 4 0. 0 12* 5 0,00 4. 3 120 FTG - - -- P E 0,00 8 19. 4 060 12o 1 000 0. 045 TL 8*42 PV ot 1 Pipe: 19 13a 0 le 109 PL 589 83 PF 3. 2 8 194 4 090 12* 1 0. 0 4.3 120 FTG 2ET PE 0. 9 9 17* 4 0. 0 9. 8 060 0*045 TL 70v63 PV 04,1 Pipe: 20 OsO 1. 109 PL 2. 96 PF 000 9 17. 4 000 9. 8 000 060 120 FTG ET PE Oa 2 10 16o 9 090 lot 0 0. 0 0*000 TL 12a 14 PV 000 PqP ipe: 21 13@0 1. 109 PL 11o00 PF 0. 5 9 17*4 000 9. 8 090 4-s 3 120 FTG - - - - P E 0. 0 11 17* 4 0.80 9. 3 000 09045 TL Ile 00 PV 0. 1 Pipe: 22 139 0 le 109 PL 2*96 PF Ot 4 11 17*4 Oft 0 9. 3 000 44,3 120 FTG 2E PE Oe 2 12 169 9 4. 3 91,1 13e 0 0*045 TL 8. 20 PV 0. 1 NOTES: (1) Calculations were performed by the HASS 6.2.0 computer program under license no. 008F561 granted by FRS Systems, Inc. ' 2193 Ranchwood Dr., N.E. ' Atlanta, GA 30345 (2) The system has been balanced to provide an average a.mbalance at each node of 0.005 gpm and a maximum imbalance at any node of 0. 109 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 4.3 ft/sec at pipe 18. C 1 Date JOB T I SPRINKLER SYSTEM IIYDRAULiC ANALYSIS 05/13/1998 TLE,& BALLINGERWOOD APTS. (1ST. FLR. — 1 HEAD) (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP 4 Page 4 075-685C. SDF PAGE: A MATERIAL: S40 HWC so 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L c B G A D Ell Tee LngEll ChkVIv BfyVIv GatVlv AlmChk DPVlv N NPTee 1a610 PAGE so * Diameter (in) Is 109 lie 687 2.15T 29635 4.100 4eOO 8400 2*00 9000 1800 10400 10400 MATERIAL: S 4 0 HWC 120 Equivalent Fitting Lengths in Feet E T L c B G A D E I I Tee LngEll ChkVIv BfyVlv GatVIv AlmChk DPVlv ----------------------------- Chem -------------------------- N NPTee 2. 62 6. 56 54, 02 10*04 6. 15 12. 31 8. 24 16a47 10*93 21e86 6*56 2.62 6.56 10.04 2o5l 11*30 12431 3.69 13a 54 16*47 5*49 19..22 21* 86 6*56 24eO4 7.87 la 31 13* 11 7.53 1.26 12o55 7.38 Is 23 124,31 9.61 Is 37 13a 73 13o 11 2o19 21686 13o 11 12a 55 12.. 31 13a 73 10a93 1 CA SPRINKI.Ek SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 05/13/1998 075-685C. SDF JOB TITLE: BALLINGEkW00D APTS. (1ST. FLR, - 1 HEAD) WATER SUPPLY CURVE i 96+ *\O\\\\ 88+ \\\\\\ 804- 72+ 70.0 psi @ 1977 gpm---- > Flow Test Point P 64+ R E S S 56+ U R E 48+ P S I 40+ 32+ 24+ x 16+ LEGEND " X = Required Water Supply fill 224 65 psi @ 263 0 gpm It 8+ ,. 0 = Available Water Supply ' 89.52 ps I' @ 263 0 gpm 0++—+ + 00-F + AMEW momm AMNON& aqwqip � + MINIM. + MENEM& MOffift dommim mommot &WONIpi db.0 + 4MMW 40PINIO 4MMMd 40MIMM 4� MINNOW + MEMNON MMOMP MENEM 410MIND 0MO 000" 411MIND + N� Pm 4.~ + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) x r t, i • r 0 0 HYDRAULIC CALCULATIONS for izi) ■ JUN 2 2 1900 ��I�I�lNlst�V�lb1�D )sq�lPTS• ' g'f �� Z� Z �v S`i• p T,41A p VIA V> s 5 V1 CONTRACT NiO. 44>"7 r7 - (C;0515; Dam DESIGN DATA: OCCU.LOANCY CLASSIFICATION � 65 t V Etkv-� DENSITY 1'&27' AREA OF AP?LIGATION f 6 X i in !� PAX . S U. COVER.,A6GEPLER SPRDIK.1.. E a � r7 CAP SQ. FT. CMe*w*X;� SPT7CLA.L SPRINKLERS NO. Or SPRLTKLEyAiKS CAL CULATED mmammme Tv -RACK DENMAND OMEN& HOSE STREAMSZ �il� L, P P'� TOTAL WATER PEQ=D Z`I mommmmwwGPNt L INCLUDING HOSE STREAMS NAB OF CONTRACTOR 0. NAME OF DESIGNiER ADDRESS �Iw.EMAsTV,: V, AUTHORITY HAVEI;G JUEUSDIC ON G two 00F9 korllf 0 fow, 'If COO �7:.. • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 05/13/1998 075-685, JOB TITLE: BALLINGERWOOD APTS. (2ND. FLR. — 1 HEAD) WATER SUPPLY DATA SOURCE STATIC RES I Db FLOW AVAIL. TOTAL REQ t D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) x 9000 70*0 1977oO 89,5 2774, 0 57a 6 AGGREGATE TOTAL FLOW ANALYSIS: FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRI NODE ANALYSIS DATA NKLERS 277oO 25040 0. 0 27.0 NODE TAG ELEVATION NODE TYPE.. PRESSURE D I S CHARGE (FT) (PSI) .(GPM) x oo 0 SOURCE 57. 6 27*0 1 25o I K= 5.50 249 1 27. 0 2 17* 4 — — — — 31-o 7 — — — 3 17*4 — — — — 33v 3 — — — 4 17o4 — — — — 47o 4 — — — 5 19a 4 — — — — 46. 6 — — — 6 19m 4 — — — — 44*2 — — — 7 19. 4 — — — — 46o6 — — — 8 25* 1 — — — — 44v 1 — — — 19 109 8 — — — — 510 1 — — 20 10* 8 — — — — 51,10 — — — 29 1048 — — — — 51. 1 — — — 30 129 8 — — — — 50.4 — — — 31 12o 8 — — — — 50. 4 — — — 32 121m 8 — — — — 50*5 — — — 33 7. 8 — — — — 52o 7 — — — 34 T. 8 — — — — 54s 2 — — — 35 000 — — — — 57. 6 — — — GPM GPM GPM GYM a SDF 4 • RL SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 05/13/1998 075-685 SDF JOB TITLE: BALLINGERWOOD APTS. (2ND. FLRf - 1 HEAD) PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F. L. /FT (PSI) P ipe: 1 27oO 4. 100 PL 45a00 PF 0-8 0 x OwO SRCE 57o6 (N/A) Os 7 100 FTG TG PE 0-t 0 35 060 ou 0 57e6 0*0 09000 TL 62v 16 PV 0. 0 Pipe: 2 2790 4. 100 PL 7..25 PF 0, 0 35 0-00 060 57v 6 0. 0 0. 7 100 FTG L PE -3.4 34 7. 8 000 54* 2 000 0*000 TL Ile 93 PV on 0 Pipe: 3 FIXED PRESSURE LOSS DEVICE 34 7. 8 04.0 54o 2 000 Im 5 psi, 27. 0 gpm 33 7. 8 060 52o 7 0. 0 p ipe; 4 27oG 2. 635 PL 5400 PF 0. 0 33 Ts 8 000 52m7 060 is 6 120 FTG L PE -2. 2 32 12a 8 040 50*5 0,10 0. 003 TL 10v49 PV 0. 0 Pipe: 5 27eO 2.157 PL 5. 50 PF 0. 1 32 126 8 000 50* 5 000 2*4 120 FTG L PE 0. 0 31 12o 8 060 50o4 0. 0 0*007 TL 9. 19 Pv 0. 0 P ipe: 6 12* 9 2. 157 PL 15m 33 PF 04.0 31 12. 8 0. 0 50.4 0. 0 le 1 120 FTG -- -- P E 0. 0 30 12s 8 000 50o4 0*0 0. 002 TL 15*33 PV '06,0 P ipe: 7 14m 1 2. 157 PL 60* 75 PF 0. 2 31 12*8 000 50s4 0,10 1. 2 120 FTG 2ET PE 0,39 29 10o 8 0. 0 51rt I on 0 OoOO2 TL 85*36 PV 060 Pipe: 8 14* 1 1. 610 PL 6. 54 PF 0,11 29 100 8 000 510 1 000 2. 2 120 FTG T PE 0,10 20 10. 8 0,80 51m 0 000 OoOO8 TL 14*54 PV 000 P ipe: 9 27*0 le 687 PL 110 75 PF 0. 7 20 10* 8 0,10 51sO 060 3. 9 120 FTG 2ET PE -3.7 7 19* 4 0. 0 46. 6 000 0a022 TL 31o.84 PV 0. 1 P ipe: 10 27*0 lo 109 PL 6*92 PF 2. 3 7 19. 4 4. 0 46*6 0. 0 9. 0 120 FTG T PE 0,00 6 19a 4 000 44,6 2 0*0 Ow 173 TL 13*48 PV 0. 5 P ipe: 11 27*0 1. 108 PL 56., 75 PF 11* 9 6 190 4 000 44* 2 040 go 0 120 FTG 2ET PE 0. 9 3 17m4 0. 0 33e 3 04.0 Oe 173 TL 68v 55 PV 0. 5 Pipe ve 12 090 la 109 PL 58a 33 PF 000 5 19m4 0. 0 46.. 6 0. 0 0. 0 120 FTG 2ET YE Os 9 4 17s, 4 000 47o4 0,60 0m000 TL 70* 13 PV 040 0 Pipe: 13 OsO le 109 PL 8*42 PF 010 5 19* 4 08,0 46s6 080 000 120 FTG - - -- P E 060 7 19v 4 000 46o6 0. 0 0*000 TL 8. 42 PV 000 1 M i • SPRINKLER SYSTEM HYDRAULIC ANALYS Date: 05/13/1998 JOB TITLE PIPE DATA PIPE TAG END NODES BALL ING ERWOOD (cont.) ELEV. (FT) NOZ . (K) APTS. (2ND w PT DISC. (PS I) (GPM) FLR * - 1 HEAD Q(GPM) DIA(IN) VEL(FPS) HW(C) F.L. /FT IS Page. 3 075-685. SDF LENGTH (FT) PRESS. SUM. (PSI) Pipes. 14 Os 0 1. 109 PL 9. 17 PF 4 17*4 050 479 4 060 060 120 FTG 3ET YE 8 25.1 0. 0 44-a 1 0. 0 OoOOO TL 23o59 PV P ipe: 15 27oO 1. 109 PL 9908 PF 3 179 4 000 33a 3 000 940 120 FTG ---- PE 2 17. 4 0,00 31. 7 01,0 0. 173 TL 9o08 PV Pipe: 16 27aO lo 109 PL 12a 83 PF 2 17. 4 0. 0 310 7 01b 0 990 120 FTG 2ET PE 1 25a 1 5-v 5 24.1 27,o 0 Ow 173 TL 24963 PV P ipe: 17 12o 9 2. 157 PL 61 .42 PF 30 12a 8 0. 0 50* 4 0460 1411 120 FTG 2ET PE 19 100 8 000 510 1 060 0e002 TL 86o03 PV Pipe: 18 12m 9 le 610 PL 8,42 PF 19 10f* 8 0*0 51s 1 0. 0 2. 0 120 FTG T PE 20 100 8 020 519 0 0. 0 OsOO7 TL 16* 42 PV NOTES: (1) Calculations were under license no. performed by the HASS 6.2.0 computer HRS 2193 8F561 granted by ystems, Inc. Ranchwood Dr., N.E. o.o -3.3 0.0 4.3 -3.3 0.5 program Atlanta, GA 30345 (2) The system has been balanced to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of Oe 059 rpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 9oO ft/see at pipe 154 I 0 E Date: JOB TI SPRINKLEk SYSTEM HYDRAULIC ANALYSIS 05/13/1998 TLE: BALLINGERWOOD APTS. (2ND. FLR. — 1 HEAD) (4) PIPE FITTINGS TABLE Pipe Table Name,, STANDARD.PIP 0 Page 4 075-685. SDF PAGE: A MATERIAL: S40 HWC at 120 Diameter Equivalent Fitting Lengths in Feet C in) E T L c B G A D E I I Tee LngEll ChkVIv BfyVIv GatVIv AlmChk DPVlv --- MEOW ----- MOW ----------------------- -IMP ---------------------- N NPTee 1.610 4900 8.00 2000 9000 6.00 is 00 10000 10* 00 8oOO PAGE: * MATERIAL: S40 HWC es 120 Diameter Equivalent Fitting Lengths in Feet ( in) E T L c B G A D E I I Tee LngEll ChkV1v BfyVlv GatVIv AlmChk DPVlv -------------------------------------------------------- N NPTee 19,109 2o62 6. 56 2. 62 6.56 74b 87 1. 31 13o 11 13o 11 6*56 le 687 5902 10o04 2. 51 Ile 30 7. 53 lo 26 129 55 12a 55 10*04 2. 157 6. 15 12a 31 3969 13o54 7. 38 It 23 12*31 12o 31 12a 31 2*635 8424 16o47 5*49 190 22 9. 61 Is 37 13o 73 13a 73 16. 47 4e. 100 10o 93 210 86 6956 24904 13o 11 2-o 19 210 86 10w 93 21-w86 4 �j+Date: SI'kIN1CLEk SYSTEM H`IDRAULIC ANALYSIS Page 5 05/13/1998 075-685. SDF JOB TITLE: BALLINGEkWOOD WATER 96+ CURVE APTS. (2ND . FLR it - 1 HEAD) 0 *\O\\\\ 88+ \\\\\\ 80+ 72+ \\\\\\ 70*0 psi @ 1977 gpm-> Flow Test Point P 64+ R ' E S x S 56+ U R E 48+ P 1 S I 40+ 32+ 24+ 16+ LEGEND X = Required Water Supply 1 I 57.61 psi @ 277*0 gpm 8+1tip .. 0 = Available Water Supply 89.47 psi @ 277.0 gpm " to 0++ mwm + + + � 80� � dIPMO 4� + 410mb now= mom" + m� MEMO 4� + 4� m� 4� dmhffip+ dWEN 40� AWO d~ OMM ME + 4� + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) j 6 on 4 HYDRAULIC CALCULATIONS for �8F�5 EMENT �G, pc R a G E� PTS s \tNlltl.Lp�s CONTRACT NO. j DAB �i "on 13 — 4PS .r DESIGN DATA: OCCUPAN-6CY CLASSIFICATION e� DENSITY • 1477 GPiW.SQ,FT, A�d U�ROF I 7 SQv 1 . z9w I COVER.6kGE "GE PR ER Q * rT. (MAX) SPECIAL SPRR4KLERS NO. OF SP.R,.JYKLERS CALCUOLATED IN -RACK DENL4ND HOSE STREANMS �-�7� TOTAL. WATER REQUIRED r'l�"2 • �o GPNI INCLUDING HOSE STREAMS NAME OF CONTRACTOR .. NA-MiE OF DESIGNER ADDRESS s 7T ,�', A I... er=, Z.... No Loos JUN 2 2 7998 7 AUTHORITY HAVLNG =SDICTION,./. VT 0 v . 9 Gear' i xRo c t ft es .. It Date: JOB TI WATER SOURCE NODE TAG 061 _ SYHINICLER SYSTEM FIYDHAULIC ANALYSIS 05/13/1998 TLE:l BALLINGEHWOOD APTS. (BSMT./GARAGE) SUPPLY DATA STATIC PRESS. (PSI) 900 0 AESID. PRESS. (PSI) 70sO FLOW (GPM) 1977.0 AGGREGATE FLOW ANALYSIS: TOTAL TOTAL OTHER TOTAL AVAIL. PRESS. (P5I) 10,016,11vP FLOW AT SOURCE HOSE STREAM ALLOWANCE AT SOURCE HOSE STREAM ALLOWANCES DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG ELEVATION (FT) NODE TYPE PRESSURE (PSI) x 000 SOURCE 53* 8 1 8. 8 Kamm 5. 44 12.8 2 8. 8 — — — — 13* 2 3 8. 8 K= 5. 44 13* 6 4 Be 8 — — — — 14* 6 5 8. 8 K= 5. 44 l3w 7 6 8. 8 — — — — 14. 7 7 8. 8 K= 5. 44 136 8 8 8. 8 — — — — 149 7 9 8.6 8 K= 5. 44 13o 9 10 898 — — — — 14t 9 11 8. 8 K= 5. 44 149 4 12 8. 8 — — — — 159 5 13 8s, 8 — — — — 158 8 14 10* 8 — — — — 15* 6 15 100 8 K= 5. 44 l5a4 16 10* 8 — — — — 16* 5 17 10* 8 K= 5. 44 16*4 18 106 8 — — — — 17. 6 19 10,08 — — — — 19. 6 21 8. 8 K= 5. 36 14m 7 22 808 K= 5. 36 14* 7 23 8.9 8 K= 5. 36 15o 3 24 II. 8 K= 5. 36 159 9 25 8. 8 — — — — 169 3 26 10. 8 — — — — 16oO 27 ion 8 K= 5. 36 l6v 9 28 1048 Klmom 5.3 6 180 1 29 10o 8 — — — — 19a 7 30 12m 8 — — — — 30w 8 31 12. 8 — — — — 3390 32 12m 8 — — — — 38m 1 33 7-v 8 — — — — 429 5 34 7. 8 — — — — 48*0 i TOTAL DEMAND (GPM) 542.E Page 1 075-685B. SDF 542w6 250,0 0,10 292.E DISCHARGE (GPM) 292,66 190 5 20.0 MEOW* ummop� 20* 1 -wow 20w2 � 20o 3 dm� 4� 20* r,.f lumpm 6 m� lm� rf �f 21.4 A-mr qmmw� 22*0 20s5 20o6 21. 0 21. 4 kp&ob domm F� 4EP-W n.r* •..fr 22sO 2 2 * 8 ■w� NOR= �+ �w MOMEM REQ P D PRESS. (PSI ) 530 8 GPM GPM GPM GPM 1 RPRINKLER SYSTEM HYDRAULIC ANALY Date: JOB T I rcuff-IT-0 35 A B 20 05/13/1998 TLE BALLINGEHWOOD ELEVATION (FT) 000 8.8 8'r 8 io. 8 APTS. (BSMT . /GARAGE) NODE TYPE PRESSURE C] (PSI) 510 6 14o 7 14m 6 190 6 SIS Page 'L 075-685BO DISCHARGE '(GPM) AN" owfflw 00*0 mom* mmmo SDF I • liaLe: JOB T I • SPHINKI.ER SYSTEM HYDkAULIC 05/13/1998 TLE eq BALL I NGERWOOD APTS. (BSMT /GARAGE PIPE DATA PIPE TAG x 35 35 34 34 33 33 32 32 31 31 30 31 29 29 28 28 27 27 26 26 25 25 24 24 23 END ELEV. NODES (FT) Pipe: 1 0*0 040 Pipe!* 2 000 7.8 Pipe: 3 7.8 7*8 NOZ. (K) SRCE 000 0 ANALYSIS Page 3 075-685B. SDF Q(GPM) D I A ( I N) LENGTH PRESS . PT DISC. VEL(FPS) HW(C) (FT) SUM. (PSI) (GPM) F. L. /FT (PSI) 292.E 4. 100 PL 45*00 PF 2.1 53* 8 (N/A) 7. 1 100 FTG TG PE 000 51.6 0.60 0. 034 TL 62.16 PV 0... 3 292* 5 4. I00 PL 3*00 PF 0. 3 51. 6 000 7.1 100 FTG L PE -3.4 48tO 0. 0 0. 034 TL 7.. 68 PV 0, 3 FIXED PRESSURE LOSS DEVICE 48a 0 000 5*5 psi, 292o 5 gpm 42a 5 000 Pipe: 4 292. 5 2. 635 PL 5oOO PF 2. 2 7. 8 0so 42* 5 On 0 17m 2 120 FTG L PE -2,2 129 8 060 380 1 000 06210 TL 10s49 PV 2.o Pipe: 5 292. 5 2., 157 PL 5. 50 PF 5, 1 12a 8 090 38,ml OmO 25m 7 120 FTG L PE 0. 0 12. 8 0. 0 33. 0 000 Oe 556 TL 9,919 Pv 4*4 Pipe: 6 140n.0 2. 157 PL 15*33 PF 2. 2 12-o 8 0160 33. 0 0,00 128 3 120 FTG ---- PE 0. 0 12* 8 000 309 8 090 0. 142 TL 15v 33 PV 1. 0 P ipe: 7 152o 5 2. 157 PL 60* 75 PF 14a 2 120 8 0*0 33. 0 0*0 13, 4 120 FTG 2ET PE 0. 9 1008 0. 0 194m 7 040 0. 167 TL 85o 36 PV 1.9 2 P ipe: 8 144n. 3 2. 157 PL 10a42 PF 1-a 6 10,8 000 19m 7 OwO 129 7 120 FTG ---- P E 000 10e 8 5. 4 18.0 1 22o 8 0. 150 TL 10*42 PV I * 1 Pipe: 9 121. 5 2. 157 PL Ile 00 PF I e 2 ion 8 5. 4 184 1 22a 8 10a 7 120 FTG ---- PE 0*0 10a 8 5. 4 16-a 9 22,m 0 0. 109 TL 11c 00 PV Oe 8 P ipe: 10 9994 2. 157 PL 5. 42 PF 0. 9 10a 8 5. 4 16o 9 22oO 8e. 7 120 FTG E PE 0,10 1048 000 16*0 090 OsO76 TL 119 57 PV On.5 Pipe: it 99, 4 2,157 PL 2w00 PF Os 6 1098 Ono 1640 046 0 8. 7 120 FTG E PE 0. 9 8. 8 0.0 0 16. 3 08,0 0..076 TL 8. 15 PV 0.5 Pipe: 12 990 4 2. 157 PL 5.. 42 PF 0. 4 8. 8 0. 0 16s 3 000 8. 7 120 FTG ---- PE 0,80 8. 8 5. 4 15o 9 21*4 0a076 TL 5w42 PV 0. 5 Pipe: 13 78.. 1 2. 157 PL 11*00 PF on, 5 8. 8 5.. 4 15* 9 2194 6. 9 120 FTG ---OEM* PE 000 8. 8 5.9 4 15o 3 21. 0 09048 TL 11*00 PV o. 3 1 0 Date: 05/13/1 4&161161,1 `f'RINKLEI{ SYSTEM HYDRAULIC ANALYS IS Page 4 075-685B. SDF JOB TITLE: BALLINGERWOOD APTS. (BSMT./GARAGE) PIPE DATA (cont.) PIPE TAG END ELEV. NODES (FT) Pipe: 14 23 8. 8 A 898 Pipe: 15 A 8. 8 22 £3. 8 Pipe: 16 22 8. 8 21 £3. 8 Pipe: 17 30 12e 8 19 100 8 P ipe: 18 19 10o 8 18 10-18 P ipe: 19 18 104 8 17 10* 8 Pipe: 20 18 100 8 16 104,8 Pipe: 21 16 10,68 15 10.6 8 Pipe 22 16 100 8 14 10,18 Pipe: 23 14 100 8 13 8. 8 P itpe : 24 13 898 12 8. 8 Pipe: 25 12 8. 8 11 8. 8 Pipe: 26 12 8. 8 10 8. 8 0 Q(GPM) DIA(IN) LENGTH PRESS. NOZ PT DISC. VEL(FPS) HW(C) (FT) SUM. (K) <PSI} (GPM) F.L. /FT (PSI) 57a 1 2. 157 PL 10*08 PF 0,6 5. 4 15o 3 2110 0 5. 0 120 FTG T PE 000 000 14. 7 0140 0. 027 TL 22o39 PV 0. 2 41m 1 2. 157 PL Oo67 PF 0,10 0. 0 14*7 040 3. 6 120 FTG ---- PE 000 5. 4 14., 7 20o6 0*015 TL Ot 67 PV O's I 20. 5 2. 157 PL 11*00 PF 0. 0 5. 4 14o 7 20. 6 188 120 FTG ---- PE 0.0 5. 4 14v 7 20* 5 0*004 TL 11o00 PV 0.0 140*0 2. 157 PL 60.75 PF 126 1 000 30,18 0. 0 12.0 3 120 FTG 2ET PE 0,0 9 000 19* 6 0,0 0 0. 142 TL 85*36 PV 1100 41 148v 2 2. 157 PL 12t 33 PF 1,19 0. 0 19. 6 0. 0 13*0 120 FTG ---- PE 04,0 0. 0 17* 6 on 0 0. 15II TL 129 33 PV I a 1 22mO 1*049 PL 2. 62 PF I io 2 0. 0 17s 6 0. 0 8, 2 120 FTG T PE OvO 5. 4 16. 4 22. 0 Ov 156 TL 7. 62 PV 0. 5 126-m 2 2. 157 PL 9. 17 PF 1.1 0. 0 174 6 0. 0 11.1 120 FTG ---- PE 090 0. 0 16a 5 0,00 0. 117 TL 9. 17 PV 00,8 21. 4 lie 049 PL 2. 62 PF 1. 1 000 16* 5 040 7. 9 120 FTG T PE 0. 0 5*4 15. 4 21. 4 Ot 147 TL 7. 62 PV 0*4 104o 8 2. 157 PL 4950 PF 0. 9 000 16o 5 oleo 9. 2 120 FTG E PE 000 090 15o 6 0. 0 OoO83 TL 10665 I'V 0. 6 104.,8 2. 157 PL 2400 PF 0.7 060 15. 6 0. 0 9.2 120 FTG E PE 0. 9 0. 0 15a 8 000 0.,083 TL 8* 15 PV Oe 6 104e8 2. 157 PL 4.50 PF 064 060 159.8 060 9, 2 120 FTG ---- PE 000 0so 159 5 0*0 0.,083 TL 4v50 PV Oo 6 20*6 1. 049 PL 2w62 PF 1. 1 Ono 15m 5 000 7. 7 120 FTG T PE 0. 0 5. 4 14..4 20a6 0. 138 TL 7. 62 PV 0. 4 84* 2 2. 157 PL 9. 17 PF Oe 5 060 15s5 060 7-m 4 120 FTG ---- PE OmO on 0 14* 9 040 0 OeO56 TL 9. 17 PV Oa4 i I n SPRINKLER Date: 05/13/1998 JOB TITLE: BALLINGERWOOD APTS. (BSMT.IGARAGE) PIPE DATA (cont.) P I PE TAG SYSTEM HYDRAULIC ANALYS END ELEV. NOZ a PT DISC. ' NODES (FT) (K) (PS I) (GPM) P ipe: 27 10 8. 8 000 14.9 000 9 8. 8 5. 4 134 9 20. 3 Pipe: 28 10 8. 8 040 14a 9 000 8 8. 8 000 14a 7 000 Pipe: 29 8 8. 8 0. 0 14o 7 0. 0 7 8. 8 5. 4 13,18 20..2 Pipe: 30 8 8. 8 000 149 7 0. 0 6 8. 8 0. 0 14* 7 090 11 Q(GPM) DIA(IN) EL(FPS) HW(C) F.L. /FT 20a 3 1., 049 PL 7.5 120 FT 0. 134 TL 63a 9 2.157 PL 5.6 120 FT 0.033 TL 20. 2 1.049 PL 7. 5 120 FT d. 133 TL 43, 6 2.157 PL 3. 8 120 FT 0.016 TL IS Page 5 075-685B. SDF 0 LENGTH PRESS. (FT) SUM. (PSI) 2. 62 PF 1. 0 T PE 000 7. 62 PV On 4 6*42 PF Oe 2 ---Odom PE Ot 0 6. 42 PV Os 2 1-m 83 PF 0. 9 T PE OwO 6. 83 PV 0,.4 3. 50 PF 0. 1 - - -- P E 000 3o5O PV 0. 1 P ipe: 31 20a 1 1. 049 PL 2. 62 PF 1,90 6 8. 8 060 14a 7 0. 0 7a, 5 120 FTG T PE 000 5 8. 8 5. 4 13.7 20o 1 0. 132 TL 7o62 PV On 4 Pipe: 32 23s 5 2. 157 PL 2. 92 PF of, 1 6 8. 8 000 14* 7 000 2. 1 120 FTG T PE 0. 0 B 8-a 8 0. 0 14m 6 040 0*005 TL 15o 23 PV 0'm 0 Pipe: 33 39m 5 2. 157 PL 3*46 PF ow 0 B 8. 8 060 14o 6 0. 0 3. 5 120 FTG ---- PE 0.0 4 8. 8 Ono 14* 6 oleo 09014 TL 3*46 PV 0. 1 Pipe: 33A 20sO l..049 I'L 2..62 PF 1. 0 4 8. 8 000 14m 6 Ob 0 7,v 4 120 FTG T P E 0. 0 3 8. 8 5. 4 l3a. 6 20eO On 130 TL 7. 62 PV 0. 4 P 6 ipe: 34 190 5 1.,049 PL 9*08. PF 1.4 4 8a, 8 000 14. 6 090 7. 2 120 FTG E PE 0.0 2 8,0 8 000 13* 2 000 0. 124 TL 11* 08 PV On 4 Pipe: 35 19a 5 In.049 PL 2*62 PF 0,,3 2 8. 8 040 0 13a 2 on 0 7. 2 120 FTG - - -- PE 080 1 8. 8 5. 4 12o 8 190 5 0. 124 TL 2. 62 PV 0*4 Pipe: 36 16*0 1. 682 PL 15s 33 PF 0.0 1 A 8. 8 000 14* 7 0,0 0 2. 3 120 FTG ---- P E 0,00 B 8. 8 000 14* 6 0. 0 0*009 TL 15* 33 PV 000 Pipe: 37 8. 2 1. 682 PL 8*50 PF 0,51 20 ion 8 000 19* 6 0. 0 1. 2 120 FTG 2T PE 0,00 19 10,b 8 0.00 19* 6 000 0. 003 TL 28. 30 PV 0,10 P ipe: 38 -8. 2 Is 682 PL 6. 54 PF on 0 20 100 8 000 190 6 Ono 1. 2 120 FTG T PE 0,50 29 10a 8 0. 0 19* 7 0.9 0 0*003 TL 16. 44 PV 0. 0 1 IF 11 Date: JOB T I �q}'ItINKLER SYSTEM HYDRAULIC ANALYSIS 05/13/1998 TLE: BALLINGERWOOD APTS. (BSMT./GARAGE) NOTES: (1) Calculati under lic a Page 6 075-685B. SDF ons were performed by the HASS 6.2.0 computer program ense no. 008F561 granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 (2) The system has been balanced to provide an average imbalance at each node of 0.005 gpm and a maximum imbalance at any Wade of 0.191 gprne (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 25. 7 f t/see at pipe 5. (4) PIPE FITTINGS TABLE Pipe Table Names. STANDARD. P I P PAGE: A MATERIAL: S 4 0 HWC 1: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkVIv BfyVIv GatVlv AlmChk DPVlv ---------- MEMO ----------- maw -------------- RE~ --- BMW ----- man* -------- N NPTee 1.049 2oOO 5.00 2eOO 5400 6.00 1000 10000 10600 5.00 PAGE t. * MATEkIAL: S40 HWC lop 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D E I I Tee LngEll ChkVlv BfyVlv GatVIv AlmChk DPVlv ----------------------- "MEW -- MEMO* -- AM* ------------ *Maw ------------- N NPTee 1*682 4. 95 9.690 2.47 110 14 7. 42 lo 24 129 37 12a 37 9490 2. 157 6.. 15 12s 31 3. 69 13* 54 7. 38 Is 23 12a 31 12o 31 12o 31 29635 8. 24 16s47 5s49 19. 22 9. 61 1. 37 13o 73 13o 73 16o 47 4. 100 10o 93 21986 6. 56 24*04 13* 11 2. 19 21. 86 10o93 21. 86 r 71 L SF'RINKLLIt SYSTEM HYDRAULIC ANALYSIS Rage 7 Date: 05/13/1998 075-685B. SDF JOB TITLE: BALL I NGERWOOD APTS (BSMT . /GARAGE) WATER SUPPLY CURVE 96+ 88+ 80+ 72+ 70.0 psi @ 1977 gpm- > Flow Test Point P 64+ R E S S 56+ U 1 x R E 48+ C P S 1 I 40+ 32+ 24+ 16+ LEGEND X = Required Water Supply ' 53. 77 psi @ 542. 6 gpm 8+ 1 0 = Available Water Supply 88m17 psi @542.6 gpm 0++-+-- INOMP MODE& + 4� + dPddb 4� 4� dm� mmme + 4� 4m� MPMdb dNW00 + d0h� � 4pokke doubw 4� MOMP mmpmll+ dEMEN OMk= 004dENEW + 4WEEN MOPAP doom& dw=b "Eke mmft + + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) a �# 4 4+ �ti T • F r � 1 ■ 44 ■ EQUIVALENT K-FACTOR CALCULATOR 4 • _ Node Spr Press. Pipe dia. Pipe Ft9s Total H-W Equiv. Name K-fac. (Dsi) in) Len* (f t) Len. f t) coef. K-f ac. NNW& W� -M-M 4MM MMM MMM M~ =M i ON=& ww� �f Mwwf M� wwoew �� i i� i� i i! !� 4MM� MMWM q.—W MEW40 M�* � dM*M .MUM —ffi� 21-24 5s5O 12*6 1&049 0* 25 T 5 v 25_ 120 5* 36 27,28 5950 '12*6 1&049 Os 25 T 56 25 120 M 5. �3 6 1 5* 50 129 6 1. 049 Oo 25 E 29 25 120 5e44 41. • i • a 16 ■ i • # ! I t June 30,1994 Sprinkler 13 a 1. PRODUCT NAME Viking Model "M" Micromati& Sprinkler Style: Upright, Pendent and Conventional 2. MANUFACTURER THE VIKING CORPORATION 210 N. Industrial Park Road Hastings, Michigan 49058 U.S.A. Telephone: (616) 945-9501 800) 968-9501 .._ Fax Number: (616) 945-9599 From outside U.S.A. Telephone: +1 (616) 945-9501 Fax Number: +1 (616) 945-9599 3. PRODUCT DESCRIPTION The Viking MicromaticO Sprinkler is a small thermosensitive glass -bulb spray sprinkler. The sprinkler is available in several styles, finishes, temperature rat- ings and orifice sizes to meet design requirements. The small frame and rug- ged 8mm glass -bulb provide a pleasing aesthetic appearance. Used in conjunc- tion with one of the various corrosion resistant coatings the unit provides pro- tection against many corrosive environ- ments. In addition, the special polyester or TeflonO coatings can also be used in decorative applications where the colors are desired. During fire conditions, the heat sensitive liquid in the glass -bulb expands, causing the bulb to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkle- orifice strikes the sprinkler deflector forming a uniform spray pattern to extinguish or control the fire. The sprinklers may be ordered and/or used as open sprinklers (glass -bulb and pip cap assembly removed) on deluge systems. WOV1111A 4. TECHNICAL DATA See Charts (pages 13c and 13d) for list of approvals. Maximum spacing; 15 feet (4,57m) Minimum spacing: 6 feet (1 8m) Minimum operating pressure-, 7 PSI (48,3 kPa) Glass Bulb Fluid Temperature rated to -65°F (-55°C) Rated 175 PSI (1 207 kPa) water work" ing pressure Factory tested hydrostatically to 500 PSG {3 448 kPa) Materials: Frame: Brass castings UNS-C84400 Deflector: Brass UNS-C26000 Bulb -Glass with Gycerin solution Nominal 8mm diameter Bushing: Brass UNS-C36000 Seal.- TeflonO Tape Spring: Nickel Alloy Screw: Brass UNS-C36000. Pip Cap: Copper UNS - C11000 TeflonO Sprinklers: Spring: Nickel Alloy; Exposed Pintle Screw: Brass UNS-C36000 Tin plated, painted black for appearance only Pip Cap: CopperUNS-C11000 Feflono coated Polyester Sprinklers - Spring: Nickel AIloy; Exposed Screw: Brass UNS-C36000 Tin plated, painted white for appearance only Pip Cap: Copper UNS-Cl 1000 Tin Plated Accessories: Sprinkler Wrench Standard Micromatic wrench: PN 05000CM Wrench for coated and recessed Af #0. { 9 1998 sprinklers: PN 07398W Refer to "Sprinkler Accessories" for other accessories Available Finishes: Chrome, Brass, Bright Brass, White Polyester, Black Polyester, Black TeflonOl or Wax Coated Brass or Polyester 5. AVAILABILITY AND SERVICE Viking sprinklers are available through a network of Domestic. Canadian, and In- temational Distributors, see the Yellow Pages of the telephone directory (listed under "Sprinklers Automatic Fire") or write to The Viking Corporation. 6.GUARANTEES Viking agrees to repair or replace goods found to be defective in material and workmanship for a period of one year from the date of shipment. For details of warranty, refer to price list. 7. INSTALLATION WARNING: Viking sprinklers are manu- factured and tested to meet the rigid requirements of the approving agencies. The sprinklers are designed to be in- stalled in accordance with recognized installation standards. Deviation from the standards or any alteration to the sprinkler after it leaves the factory in- cluding, but not limited to, painting, plat- ing, coating or modification, may render the sprinkler inoperative and will auto- maticallynullify approvals and any guar- antee made by The Viking Corporation. A. Sprinklers are to be installed in ac- cordance with the latest published standards of the National Fire Protec- tion Association, Factory Mutual, Loss Prevention Council, Assembles Pleniere, Verband der Sachver- Is or other smilar organiza- 0, 0 0 60 Note: Units of measure in parentheses may be approximations Form No. 072788 Replaces Sprinkler page 13a-d dated September 14, 1991 Sprinkler 13 b June 30, 1994 10 0 I 10111,%ilrx Sprinkler Nominal Sprinkler ceiling Temperature at Sprinkler _ Max. Ambient Max. Recommend. Temperature Temperature Rating Bulb Classification (Fusing Point) Temp. Allowed' Ambient Temp. color Ordinary_____ 1 °F'C; 115 F 'C 1000E °Q Oran e Ordina 155 0 °C 1350E 7 C 100 °F ° Red Intermediate 1750E 7 0 1550E ' 150 ° t) Yellow Intermediate 2000E 1800E °C 1 0°l 3C Green lntermediate 1 °F 100bC 192 0 F(880QJ 1500E Green High 2860E 1 1 ° 266 0� 1 ot 2250E 1070 Blue Extra High 3600F(1 0C) 340 F(171°C) 3000F 1 'c Mauve r Sprinkler Finishes: Brass, 66ght Brass, Polished Chrome, white (Polyester), Black (Polyester), and Black Teflon Corrosion Resistant Coatings 4: Polyester and TeflonG in all temperatures, wax Coated brass, and Wax over Polyester in the following temperatures: 135 °P 7°C white Wax. 175 0F (79t) Dark Brown Wax 155 °F ('C) Light Brown flax 200OF Dark Brown Wax 1OF1°c Dark Brown wax 1 Based on National Fire Prevention and Control Administration Contract No. 7- 0. Based on FPA-1 IOther limits ran ► apply depending on fire loading, sprinkler location and other authority having jurisdiction requirements. . Refer to specific installation standards. Temperature rating is stamped on deflector. 4 The Corrosion Resistant Coatings have passed the standard corrosion test required by the approving agencies'Indicated (refer to approval chart). These tests cannot and do not represent all possible corrosive environments. Prior to installing, verify through the end user, that the coatings are compatible or suitable for the proposed environment, The coatings indicated are appiid to the exposed exterior surfaces only and therefore cannot be used as open sprinklers. Note that the spring is exposed on the Teflons coated sprinkler and the Polyester sprinkler. tions and also with the provisions of governmental codes, ordinances and standards whenever applicable. B. Sprinklers must be handled with care. They must be stored in a cool, dry place in their original shipping con- tainer. Never install sprinklers that have been dropped, damaged or ex- posed to temperatures in excess of the maximum ambient temperature allowed. Never install any glass bulb sprinkler if the bulb is cracked or if there is a loss of liquid from the bulb. (These sprinklers should be de- stroyed immediately.) With the 8mm glass bulb sprinkler held horizontal, a small air bubble should be present. The diameter of the air bubble varies from approximately 1/16 inch for the 135°F (57°C) rating to 1/8 inch forthe 286°F (1410C) racing and is approxi- mately 3/16 inch diameter for the 360°F (1 82°C) rating. C. Corrosion resistant sprinklers must be installed when subject to corrosive atmospheres. When installing corro- sion resistant sprinklers, care muss betaken not to damage the corrosion resistant coating. Use only the spe- cial sprinkler wrench and immedi- ately replace any damaged units. D. Use care when locating sprinklers year fixtures that can generate heat. Do not install sprinklers where they will be exposed to temperatures that exceed the maximum recommended ambient temperature for the tem- perature rating used. E. The sprinklers must be installed after the piping isin place. to prevent me- chanical damage. Before installing, make sure the appropriate model, style, orifice size and temperature rating is used. 1. Install escutcheon, (it used) which is designed to tread on to the external threadsof the sprinkler. Refer to "Sprinker Accessories" for approved escutcheons and other accessories. 2. Apply a small amount of pipe joint compound or tape to the external threads only, taking care not to allow a, build up of compound in the sprinkler orifice. 3. install the sprinkler on the piping using the special sprinkler wrench only, while takingcare not to dam- age the sprinkler operating parts. (Any other type of wrench may damage the unii.) DO NOT use the sprinkler deflector to start or thread the sprinkler into a fitting. F. After installation, the entire sprinkler system must be tested in accordance with the recognized installation standards. The testis applied after the sprinkler installation to insure no damage has occurred to the sprinkler during shipping and installation, and to make .sure the unit has been prop- erly If a thread Peak should occur, normally the sprinkler must be removed, new pipe joint compound or tape applied, and reinstalled. This is due to the act that when the joint seal is damaged, the sealing com- MICROMATICO SPRINKLER MODEL M pound or tape is washed out of the point. Air testing the sprinkler piping d, prior to testing with water may be considered in areas where Leakage during testing must be prevented. Refer to to the installation Guides, and the Authodty Having Jun*sdiction. G. Sprinklers must be protected from mechanical damage. Wet pipe sys- tems must be provided with adequate heat. When installing sprinklers on dry systems, refer to the Installation Guides, and the Authority Having Ju- risdiction. 8. MAINTENANCE NOTICE: The owner is responsible for maintaining the fire protection system and devices in proper operating condi- tion. For minimum maintenance and in- spection requirements refer to the Na- tional Fire Protection Association Pam- phlet that describes care and mainte- nance of sprinkler systems. In addition, the "Authority Having Jurisdiction" may have additional maintenance, testing and inspection requirements which must be followed. A. The Sprinklers must be inspected on a regular basis for corrosion, me- chanical damage, obs#ructions, paint, etc. The frequency of the in- spections may vary due to corrosive atmospheres, water supplies and ac- tivity around the device. B. Sprinklers that have been painted or mechanically damaged must be re- placed immediately. Sprinklers showing signs of corrosion shall be tested and/or replaced immediately as required. Standard response Sprinklers that are 50 years old shall be tested and/or replaced as re- quire d.Sprinklers that have operated cannot be reassembled or reused, but must be replaced. When replac- ing sprinklers, use only new sprin- klers. C. The sprinkler discharge pattern is critical for proper fire protection, therefore, nothing should be hung from, attached to, or otherwise ob- struct the discharge pattern. All ob- structions must be immediately re- moved or, if necessary, additional sprinklers installed. D. When replacing existing -sprinklers, the system must be removed from service. Refer to the appropriate sys- tem description and/or valve instrucftp tions. Prior to removing the system from service, notify all Authorities Having Jurisdiction. Consideration . June 30, 1994 Sprinkler 13 c 4 should be given to employment of a fire patrol in the affected area. 1. Remove the system from service, draining all water and relieving all pressure on the piping. 2. Using the special sprinkler wrench, remove the old sprinkler and in- stall the new unit. Care must be taken to replace the sprinkler with the proper mode, style, orifice size and temperature rating with the desired response charac- teristic. A fully stocked spare sprinkler cabinet should be pro- vided for this purpose. 3. Place the system back in service and secure all valves, Check and repair all leaks. E. Sprinkler systems that have been subjected to a fire must be returned to service as soon as possible. The entire system must be inspected for damage and repaired or replaced as necessary. Sprinklers that have been exposed to corrosive products of combustion or high ambienttempera- tures, but have not operated, should be replaced. Refer to the Authority Having Jurisdiction for minimum re- placement requirements. MICROMATICMODEL M GLASS BULB. STANDARDFSeeproved R8mm ESPONSE Approved Temp. chat A 3 Finish chart STANDARD ORIFICE Thread Nominal Deflector Nominal ll overall Approval Size orlf ice Style K Factor9 Length -LPC Inches, rr L Le Fly a Foe ..'+B.S.P.inches[ recri tin l,� �1lletrl 1 2" �_ 1 2 1Up(ig..,ht 04802E 2.3 1 58 11 4? D7 A31 B4.1 D7 F11 , B41 1 2" 15m m 1 2 15 P nd e n t604804B 5.5 71 2.3 58' A, B t D7 A3t B, D7 F 1 I E5 A3t B4. C 1 All B 15 lJ ri ht 05143B -i 7,9 F 1, E5 C1 1 Al , E36 LARGE OR IFIC 8 20 17 32 20 Upright 04824B 8.0 1115 T 2.4 61 1 A3, E34, 7 A3, B , 7 F1, E5 A31 B4 c1 Alt B 3 20mm 17 2 20 Pendent 04826B 8.0 1115 2.41 61 '1 A31 B41 D7 A31 B , 7 F11 E5 A3t B4 All B5 1 2" -# 17/32 PendenI5,6 05067B 8.0 2.9 74 A31 B , D7 A # B , D7 F11 E5 A31 B 1 211 i- F_17/32 Up6ah -' i i= 2.9 I 74 A3, B f, D7 A3, B4t D77 F1, E5 A ., SMALL ORIFICE ��!Pendent y 89B �.7i �{ 1 BiD7 A3v ■_B1 D7 #4 1 2 FF rt� I 3 f - right M o4 815 B I 2.7 2.7 .1 A31 t 7 A31 B , D7 1 11 A31 B 1/2— 112 _� 7 1 1 __ lPendent . 822B 4.0 ft# 2.7 5 # A384, D7 A3 B4 7 fi A3, B4# �# 1 Omm -- 10 Lupright 59 9B .3 l 58 ft" C1 A`1 B • 1 omm � -- 1 o Pendent � 71 B -# `8 1 2. � 8 � ## �� ii Yi F� �1 +7 Al 73 1 y COWENTIONAL 1 2" l mm 1 2 15 conventional 1 050636 5.5 71 .8 51 1 A r B , 7 Al JA1, B " 2 mm __ _ I Conntional 04828B 8.0 111�1 2.4 1 51 A31 B4, 7 �� _; ## Al Al, B APPROVED TEMPERATURES APPROVED FINISHES A - 135 7 C), 155T (68cC), 17 °F I °C , 1 - Brass, Bright Brass and Chrome. 2 00 O (930C)i 2 °F(141 °C , L'3 5 182 OC 2 - Brass, Bright Brass, Chrome White Polyester8, and Black Polyestei-8. B - 135OF (570C), 155OF (680C), 1750F (790C)t 3 -Brass, Brlht Brad, chf'orrle, Blac� Ton 08 , Whlte Pl�ester,93C 20 F and Black Polyester8- C - 155'OF (68'OC), 200T (93"C), 286T (1410C) 4 - Wax Coattnd Brass and Wax over Polyester. Corrosion Resistant. 28 6DF1 1OC 5 - Wax Coated Brass. For corrosion resistance). B - 13 °F 7 °C , 155OF 0C , 175 °F °C , 6 - Wax Coated Brass, and White Polyester. 2001DF (930C) 212OF(1000C) I - 200OF (93)C) Wax coafing,. (For corrosion resistance.) Max. ambient temp. F - 1350F 57 C , 1550F (68DC), 1750F 7 °C , at ceiling = 150OF 50C . 2 0T 3°C , 2 12 T 100T 286 1 41 °C 5°F 182°c FOOTNOTES 1 Base part number stern. For complete part number, see price list. This Chart shovers the listings and approvals available at the time of pdntin . Other approvals are In process. check with the manufacturer for any additional approvals. 3 Approved by the New York city Board of Standards and Appeals under calendar Number 19-7 -SA. 4 The spdnkler frame is identified with the nominal orifice size and the deflector has a protruding pintle. The spdnkler orifice is bushed. The}�'�'.',�%r�n� ler frame is identified with the nominal orifice size and f the deflector has protruding pintl . 6 Refer to Sprinkler Access r*es for approved escutcheons and other accessories. L, ULC, FM, e approval indicated agave 1s limited to light hazard, hydraulically calculated systems. 8 LfL, ULC &NYC approved as corrosion resistant spdnkler. 9 Metdc K Factor shown is for use when pressure is measured in kPa. When pressure Is measured in BAR, multiply the metric K Factor shown by 10.0. For fislin s and approvals for Recessed Pendent Installations, see chart on page 13 d. • 0 • 4 Form No.072788 March 26,, 1996 JUIN 2 2 1998 I- 0—� A �j Ink��r 142 a 4. 1. PRODUCT NAME VIKING Microfast" Model M Residential Horizontal Sidewall Sprinkler 2. MANUFACTURER THE VIKING CORPORATION 210 N. Industrial Park Road Hastings, Michigan 49058 USA Telephone: Fax No: From outside Telephone: Fax: (616) 945-9501 (800) 968-9501 (616) 945-9599 U.S.A. +1 (616) +1 (616) 945-9501 945-9599 3. PRODUCT DESCRIPTION The Viking MicrofasOl Mode[ M, Residential Horizontal Sidewall Sprinkler, is a small, high sensitivity, glass -bulb spray sprinkler. The sprinkler is available in several fin- ishes, with temperature ratings to meet design requirements. The ori- fice design, with a K Factor of 5.5, allows efficient use of available water supplies for the hydraulically designed fire protection system. The small rugged 3mm glass bulb, and special deflector, combine speed of operation and area of cov- erage, to meet residential sprinkler standards white providing a pleasing aesthetic appearance. During fire conditions, the heat sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. The water flowing through the sprin- kler orifice strikes the sprinkler de- flector forming a uniform spray pat- tern to extinguish or control the fire. 4. TECHNICAL DATA See Chart {Page 142c) for approvals. See chart for minimum water supply requirements and maximum ar- eas of coverage. Glass Bulb Fluid Temperature rated to -65°F (-550C) Rated to 175 PSI (1 207 kPa) water working pressure Factory tested hydrostatically to 500 PSG (3 448 kPa) Spring: USA Patent No. 4,167,974 Bulb: USA Patent No. 4,796,710 Testing: USA Patent No,, 4,831,870 Thread Size`. 1/2" (15 mm) NPT Orifice Size: Nominal 1/2" (15 mm) K Factor: 5.5 (7,9 Metric") "See footnote 7 on Approval Chart (Page 142c) SPRINKLER MATERIALS: Frame: Brass Castings UNS-C 400 Deflector: CopperUNS-C19500 Bulb; Glass Nominal 3 mm diameter Seat: TeflonO Tape Spring: Nickel AlIcy Screw: Brass UNS-C36000 Pip Cap: Copper UNS-C14500 ACCESSORIES: Sprinkler Wrench Standard: PN 05000CEN Recessed: PN 07398W Refer to "SPRINKLER ACCESSO- RIES" for escutcheons. 5. AVAILABILITY AND SERVICE Viking Sprinklers are available through a network of Domestic, Ca- nadian, and International Distribu- tors. See the Yellow Pages of the telephone directory (listed under "Sprinklers Automatic Fire") or write to The Viking Corporation, Hastings, Michigan USA Attention: Sales De- partment. 6.GUARANTEES For details of warranty, refer to Vi- king's current list price schedule or contact Viking directly. _ ?. INSTALLATION WARNING: Viking sprinklers are manufactured and tested to meet the rigid requirements of approving agencies. The sprinklers are de- signed to be installed in accordance with recognized installation stand- ards. Deviation from the standards or any alteration to the sprinkler after it leaves the factory including, but not limited to, painting, plating, coat- ing, or modification, may render the sprinkler inoperative and will auto- matically nullify the approval and any guarantee made by The Viking Corporation., A. Sprinklers are to be installed in accordance with the latest Pub- lished standards of the National Fire Protection Association, Fac- tory Mutual, Loss Prevention Council, Assemblee Pleniere, Verband der Sachversicherer or other similar organizations, and also with provisions at govern- mental codes, ordinances, and standards whenever applicable. For conditions not specifically covered by the Standards, refer to the "Viking Residential Installa- tion Guide" . Final approval and acceptance of all Residential Spr'l'nkler Installations must be obtained from the Authority Haying Jurisdiction. Residen- tial sprinklers are special service sprinklers for use in one and two family dwellings, mobile homes, and residential portions of other occupancies where allowed. The use of Residential Horizonte! Sidewall sprinklers may be lim- ited due to occupancy and haz- ard. The minimum flow rate indi- cated for a listed area of coverage must be provided at the sprinkler, therefore, the system must be hy- draulically calculated. Refer #o the Authority Having Jurisdiction prior to installation. B. Sprinklers must be handfed with cares They must be stored in a 1 Units of measure in parentheses may be approximations. Form No. 080588 Replaces Sprinkler Page 142 a-c dated June 2, 1994 and Page 142 a-c dated October 27, 1994 0 Sprinkler 142 b March 26, 1996 cool, dry place in their origins! container. Never install sprin- klers that have been dropped or damaged in any way. Never in- stall any glass bulb sprinkler if the bulb is cracked or if there is a loss of liquid from the bulb. Never in- stall sprinklers which have been exposed to temperatures in ex- cess of maximum ambient tem- perature allowed. Such sprinklers should be destroyed immedi- ately. C. Corrosion resistant sprinklers must beinstalled when subject to corrosive atmospheres. Viking Microfast�" Residential Horizontal Sprinklers are not intended for use in corrosive environments. D. Use care when locating sprinklers near fixtures that can generate heat. Do not install sprinklers where they will be exposed to temperatures that exceed the maximum recommended ambi- .ent temperature for the tempera- ture rating used. E. Sprinklers must be protected from mechanical damage. Adequate heat must be provided when sprinklers are installed on wet pipe systems. When installing residential sprinklers on dry sys- tems, refer#o appropriate installa- tion standards. F. The Microfast'5 Residential Hori- zontal Sidewall sprinkler must be k installed after the piping is in place to prevent mechanical damage, and only in the horizon- tal position. Before installing, make sure the appropriate model, style, orifice size, and tempera- ture rating is used. Apply a small amount of pipe joint compound or tape to the male threads only, tak- ing care not to allow a build up of compound inside the orifice. In- stall the sprinkler on the piping using the special sprinkler wrench only, while taking care not to damage the sprinkler operating parts. DO NOT use the sprinkler deflector to start or thread the sprinkler into a fitting. G. After installation the entire sprin- kler system must be tested in ac- cordance with the recognized in- stallation standards. The hest is applied after sprinkler installation to insure no damage has oc- curred to the sprinkler during shipment and installation, and to make sure the unit has been properly tightened. If a thread leak should occur, normally the unit must be removed, new pipe joint compound or tape applied, and reinstalled. Thisis due to the fact that when the joint seal leaks, the sealing compound is washed out of the point. 8. MAINTENANCE NOTICE : The owner is responsible for maintaining the fire protection system and devices in proper oper- ating condition. For minimum main- tenance and inspection require- ments, referto the National Fire Pro- tection Association Pamphlet that describes care and maintenance of sprinkler systems. In addition, the "Authority Having Jurisdiction" may have additional maintenance, test- ing, and inspection requirements which must be followed. A. The sprinklers must be inspected on a regular basis for signs of cor- rosion, mechanical damage, ob- structions, paint, etc. The fre- quency of the inspections may vary due to corrosive atmos- pheres, water supplies and activ- ity around the device. B. Sprinklers that have been field painted, caulked, or mechanically damaged must be replaced im- mediately. Sprinklers showing signs of corrosion shall be tested and/or replaced immediately as required. MicrofasP Residential sprinklers that are 20 years odd shall be tested and/or replaced immediately as required. Never attempt to repair or reassemble a sprinkler. Sprinklers that have op- erated cannot be reassembled or reused, but must be replaced. When replacing sprinklers, use only new sprinklers. t OF March 26,1996 Sprinkler 142 c . C. The sprinkler discharge pattern is critical for proper fire protection. Nothing should be hung from, D. attached to, or otherwise ob- struct the discharge pattern. All obstructions must be immedi- ately removed or, if necessary, additional sprinklers installed. When replacing existing sprin- klers, the system must be re- moved from service. Refertothe appropriate system description and/or valve instructions. Prior to removing the system from serv- ice, notify all Authorities Having Jurisdiction. Consideration should be given to employment of a fire patrol in the effected area. 1,. Remove the system from serv- ice, draining all water and re- lieving all pressure on the pip- ing. 2. Using the special sprinkler wrench, remove the old sprin- kler and install the new unit. Care must be taken to replace the sprinkler with the proper model, style, orifice size, and temperature rating. A fully stocked sprinkler cabinet should be provided for this pur- pose.. I Place the system back in serv- ice and secure all valves. Check and repair all leaks. E. Sprinkler systems that have been subjected to a fire muss be re- turned to service as soon as pos- sible. The entire system must be inspected for damage and re- paired or replaced as necessary. Sprinklers that have been ex- posed to corrosive products of combustion or high ambient tem- peratures, but have not operated, should be replaced. Refer to the Authority Having Jurisdiction for minimum replacement require- ments. I i SIDEWALL SPRINKLER Sprint der l rr �r a s �n� er Ceiling Temperature at rrnkler Max. Ambient Max. Recommend. Temperature Temperature Rating Bulb Classification Fusin Point Temp. Allowed Ambient Temp. 2 Color Ordinary 1580E 8 C 1380F 480C 10 OF 380C Red Intermediate 175 F (79"C) 155 F 88"C) 150c F 8 C) Yellow Sprinkler Finishes: Brass. Bright Brass, Polished chmme. bite Paint and Navajo White Paint), 1 Based on National Fire Prevention and Control Administration Contract No. 7-3 860. Based on I FP -13. other limits may apply depending on fire loading, spdn ler location and other Authority Having Judsdiction requirements. Refer to specific installation standards. Del lector Thread Nominal Nominal Overall Style Size NPT orifice K Factor Length Base Part Number Horizontal 1/2 'inch 1 inch 8.5 us 2.75 inch Bidewall (15 m ) (15 mm) (7,9 metric) 89, rr m 08769B KEY Temperature AREA of COVERAGEFinish X* Escutcheon Maximum Area Minimum later Supply Requirements of Coverage L Lc c Width Lenoth Single Sprinkler Two or More 12 ft. x 12 ft. 21 GPM @ 14.7 PSI 17 GPM 9.6 PSI A1x 1 ,7 m x 3,7 m 7 ,5 UMin @ 101.0 kPa 8# Lit l in @ 85,4 kPa C 1 x 1 X 12 ft. x 12 ft. 23 GPM @ 17.5 PSI 17 GPM 0 9.6 PSI AlY & MY 3, 3,7 i 1 1 #� i y ..� I t `! 14 ft. x 14 ft. 35.GP l @ 20.7 PSI 18 GPM @ 10.7 PSI MY & MY & Al 4,3 m x 4,3 m 94,6 UMin @ 143.4 kPa 68,1 1..1Mire @ 74,3 kPa cly cly c1y 18 ft. x 18 ft. 27 GPM @ 24.1 PSI 23 GPM @ 17.5 PSI A1X A1x 4,9 m x 4,9 m 102.2 L/Min @ 1 7A kPa 87,1 L/Mi 1218 kPa 18 ft. x 16 fits 28 GPM @ 25.9 PSI 23 GPI I @ 17.5 PSI B1 � -- B1X 4, m 4,9 188, UMin 180.3 kPa 8 J L Min 121, kPa 18 ft. x 18 ft. 28 GPM @ 25.9 PSI 23 GPM 0 17.5 PSI A1X & A1X 4,9 rid x 8,5 m 105,0 UMin @ 189.0 kPa 8711 L/M in @ 1 1,5 kPa E31 X B1X 15 ft. x 20 ft. 37 GPM @ 45.2 PSI 30 GPM Q 29.7 PSI 1 � -� 1 x , m x ,1 143,1 UM*l 1 31 +13 a 113,6 LJMi l 206,6 P 18 ft. x 20 ft. 38 GPI @ 47.7 PSI 31 GPM @ 31.7 PSI B1X -- B1 4,9 m x 8,1 m 143,9 UMin @ 331,5 kPa 117,4 UMin @ 220,,8kPa 18 ft. X 15 ft. 29 GPM @ 27.8 PSI 25 GPM @ 20.5 PSI AIX & A1X 815 M x 4,9 m 10 ,8 UMin @ 193,1 kPa 94,6 I.,/Min 0 143+8 kPa B1X B1X 18 ft. x 18 ft. 31 GPM @ 31.7 PSI 26 GPM Q 22.3 PSI Al x & Al X 8,8 m x 8,5 1'1'1 117',3 L Min @ 220,6 kPa 98,4 LJMin @ 155,2 kPa B1X � B1X APPROVED APPROVED APPROVED TEMPERATURES FINISHES ESCUTCHEONS 1 F 8 e installed with deflector located 1 - Brass, Bright X - Standard 48 1 o m to B" 15 rr m below ceiling. Brass,Ghrome, (surface) only See Footnote 5. White (Paint), Y - Standard surface and 1 8 F 880C installed with deflector located Navajo White F-1 Adjustable 8" 15 to 10* 2 4tx m below ceiling. (Paint) See Footnote 5. - 175F 90e installed with deflector lo- cated 4* 102mm to 8' 15 mm below cell - in. Bee Footnote 5. IL FOOTNOTES S 3 Base part number shown. For complete part number, see puce list. 4 This chart shows the listings and approvals available at the time of printing. Other approvals are in process. Check with manufacturer for any additional approvals. 8 Listing is for Residential occupancies with smooth, flat, horizontal ceilings. 8 For areas of coverage smaller than shown, use the "minimum water supply requirement" for the next largest area listed. 7 Metft K Factor shown is for use when pressure is measured in kPa. When pressure is measured in BAR, multiply the metric K Factor shown by 10.0. 8 Approved by the New York city Board of Standards and Appeais under Calendar Number 19-7 -S , Units of measure in parentheses may be approximations. Form No.080588 March 711996 Sprinkler 139 a I % 4 1. PRODUCT NAME VIKING MicrofasP Model M-3 Small Orifice Residential Pendent Sprinkler 2. MANUFACTURER THE VIKING CORPORATION 210 N. Industrial Park Road Hastings, Michigan 49058 USA Telephone: (616) 945-9501 (800 968-9501 Fax No: (616) 945-9599 From outside U.S.A. Telephone: +1 (616) 945-9501 Fax No: +1 (616) 945-9599 3. PRODUCT DESCRIPTION The Viking Microfasto Model M-3, Small Orifice, Residential Pendent Sprinkler is a small, high sensitivity, glass -bulb spray sprinkler. The sprinkler is avail- able in several finishes, with tempera- ture ratings to meet design require- ments.The small orifice design, with a K Factor of 4.3, allows efficient use of available water supplies for the hydrau- lically designed fire protection system. The small rugged 3 mm glass -bulb, and special deflector, combine speed of op- eration and areas of coverage to meet residential sprinkler standards. During fire conditions, the heat sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. The water flowing through the sprinkler orifice strikes the sprinkler deflector forming a uniform spray pattern to extinguish or control the fire. 4. TECHNICAL DATA See Chart for approvals. _ See Chart for minimum water supply require- ments and maximum areas of coverage. Glass Bulb Fluid Temperature rated t _°F ..0 Rated to 175 PSI (1 207 kPa) water working pressure Factory tested hydrostatically to 500 PSI (3 448 kPa Spring, USA Patent No. 4,167,974 Bulb: USA Patent No. 4,796,710 Testing: USA Patent No. 4,831,870 Thread Size: 1 " 1 I PT K Factor., 4.3 12 M tdc* *See footnote 8 on Approval Chart SPRINKLER MATERIALS: Frame: Brass CastingsUNS-C84400 Deflector: Brass iS-C2000 Bulb; Glass Nominal3 diameter Seal: Teflon@ Tape Sp ring : Nickel Alloy Screw: Brass NS-C300 Pip Cap: Capper UNS"-C14500 ACU'SSORIES: Referto "Sprinkler Accessories" for approved sprinkler wrench and other accessories. [I7 5. AVAILABILITY AND SERVICE Viking Sprinklers are available through a network of Domestic, Canadian, and Intemational Distributors. See the Yel- low Pages of the telephone directory (listed under "Sprinklers Automatic Fire") orwrite to The Viking Corporation, Hastings, Michigan USA Attention: Sales Department. 6. GUARANTEES For details of warranty, refer to Vikings current list price schedule or contact Vi- king directly. 7. INSTALLATION WARNING: Viking sprinklers are manufactured and tested to meet the rigid requirements of approving agen- cies. The sprinklers are designed to be installed in accordance with recognized installation standards. Deviation from Sprinkler 1" orninal sprinkler Ceiling Temperature at Sprinkler Temperature Temperature Rating Bulb Max. Ambient Max. . ecom end. Classification ; (Fusing Point) Temp. Allowed � Ambient Temp, color Ordinary 155OF C 1 5°F 50c 1 o"F 0C Red Intermediate t 17 OF (7 ° k 1550F ( 3 C) 1 °F ( °C) Yellow pd nkfer Finishes-, Brass, Bright Brass, Polished Chrome, White(Paint) and Navajo hite(Paint). 1 Based on National Fire Prevention and Control Administration Contract No. 7-34860. Based on I IF A-13. other limits may apply depending on fire loading, spdnkler location and other Authority Having Jurisdiction requirements. Refer to specific installation standards. Deflector I Thread Nominal Overall Style size IPT K Factor3 Length Base Fart Number Pendent inch . US 2.25 inch 09371 (1:5MM1/2 ) (6,2 metdc) (57,2mm) SAMPLE Temperature AREA of COVERAGE 4 Finish Al X Fcuic eon Maximum Area Minimum water Supply Requirements o n covee'7 UL ULC6 YCs Single Sprinkler I Two or More 1 ' X 1 ' 11 GPM .5 PSI 10 GPM @ 5.4PSI 1 X -- 3.7mX 3. 41,6 Ukin 45,1 I ! f i n 37 1 ' x 1 ' 13 GPM @ 9.1 PSI 12.0 GPM -9 7.8 PSI AIX .3m x 4.3m 49,2 1.. Min @ 63,0 kPa 45.4 UMin @ 53.7 kPa 1 ' 1 ' 13 GPM @ 9.1 PSI 12.0 GPM TS PSI Al x /��yJJ }f/�� 2 ie M 0 a 45,4 1n +■.[}{-Pa is, X 181, 17 GPM @ 15.6 PSI 14 GPM @ 10.6 PSI Al X r . m X 5.5m 64A UMin @ 107,9 kPa,53.0 UMin @ 73,1 kPa i i f APPROVED TEMPERATURES APPROVED FINISHES B APPROVED ESCUTCHEONS A. 155T 5 ')C 1. Brass, Bdght Brass, Chrome, . Standard (surface) or White Paint ,Navajo White Eml Recessed FOOTNOTES Base part number shown. Per complete part number, see price list. This chart shows the listings and approvals available at the time of printing. Other approvals are in process. Check with manufacturer for any additional approvals. Listing is for Residential occupancies with smooth, flat, horizontal ceilings. LC listing and acceptance for use by city of New York Department rtment of Buildings are pending. 7 For areas of coverage smaller than shown, use the "minimum water supply requirement' for the next lamest area listed with sprinklers of similar K factor. I etnc K Factor shown is for use when pressure is ,measured in kPa. When pressure is ,measured in BAR, multiply the metricK Factor shown by 10.0, AD NOTE: Install Residential Pendent sprinklers with deflectors between 1' " for recessed) & 40 below the ceiling* 11 Form No,. 030895 Replaces Spdnkler page 139 ab dated March 24, 1995 (Revised flows downward for "Two or More" sprinklers at 14'X 14'& 16'X 16'spacings per UL listing). sprinkler 139 b March 7, 1996 -0 0 the standards or any alteration to the spunkier after it leaves the factory in- cluding, but not limited to, painting, plat- ing, coating, or modification, may render the sprinkler inoperative and will auto- matically nullity the approval and any guarantee made by The Viking Corpora- tion. A. Sprinklers are to be installed in ac- cordance with the latest published standards of the National Fire Protec- tion Association, Factory Mutual, Loss Prevention Council, Assemblee Pleniere, Verband der Sachver- sicherer or other similar organiza- tions, and also with provisions of gov- ernmental codes, ordinances, and standards whenever applicable. For conditions not specifically covered by the Standards, refer to the "Viking Residential installation Guide" . Final approval and acceptance of all Residential Sprinkler Installa- tions must be obtained from the Authority Having Jurisdiction. Residential sprinklers are special service sprinklers for use in one and two family dwellings, mobile homes, and residential portions of other oc- cupancies where allowed. The use of residential sprinklers may be lim- ited due to occupancy and hazard. Tire minimum Ifiow rate indicated for a listed area of coverage must be pro- vided at the sprinkler, therefore, the system must be hydraulically calcu- lated. Refer to the Authorifty Having Jurisdiction prior to installation. B. Sprinklers must be handled with care. They must be stored in a cool, dry place in their original container. Never install sprinklers that have been dropped or damaged in any way. Never install any glass bulb sprinkler if the bulb is cracked or if there is a loss of liquid from the bulb. Never install sprinklers which have been exposed to temperatures in ex- cess of the maximum ambient tem- perature allowed. Such sprinklers should be destroyed immediately. C. Corrosion resistant sprinklers must be installed when subject to corrosive atmospheres. VikingMiGr o If a IS t% 0 Residential Pendent Sprinklers are not intended for use in corrosive en- vironments. D. Use care when locating sprinklers near fixtures that can generate heat. Do not install sprinklers where they will be exposed to temperatures that exceed the maximum recommended MICROFAsr MODEL M-3 _1 p1t��d SMALL ORIFICE RESIDENTIAL ambient temperature for the tem- perature rating used. E. Sprinklers must be protected from mechanical damage. Adequate heat must be provided when sprin- klers are installed on wet pipe sys- tems. When installing Residential Pendent spdnkiers on dry systems, refer to appropriate installation stand- ards. F. The MicrofasO Residential Pendent Sprinkler must be installed after the piping is in place to prevent mechani- cal damage, and only in the pendent position. Before installing, make sure the appropriate model, style, ori- fice size, and temperature rating is used. Apply a small amount of pipe joint compound or tape to the male threads only, taking care not to allow a build up of compound inside the ori- fice. Install the sprinkieron the piping using the special sprinkler wrench only, while taking care not to damage the sprinkler operating parts. DO NOT use the sprinkler deflector to start or thread the sprinkler into a fit- ting. G. After installation the entire sprinkler system must be tested in accordance with the recognized installation standards. The test is applied after sprinkler installation to insure no damage has occurred to the sprinkler during shipment and installation, and to make sure the unit has been prop- edy tightened. if a thread leak should occur, normally the unit must be re- moved, new pipe joint compound or tape applied, and reinstalled. This is due to the fact that when the point seal Leaks, the sealing compound is washed out of the joint. 8. MAINTENANCE NOTICE: The owner is responsible for maintaining the fire protection system and devices in proper operating condi- tion. For minimum main#enance and in- spection requirements! refer to the Na- #ional Fire Protection Association Pam- phlet that describes care and mainte- nance of sprinkler systems. In addition, the " Authority Having Jurisdiction" may have additional maintenance, testing, and inspection requirements which must be followed. A. The sprinklers must be inspected on a regular basis for signs of corrosion, mechanical damage, obstructions, paint, etc. The frequency of the in- spections may vary due to corrosive PENDENT SPRINKLER atmospheres, water supplies and ac- tivity around the device. B . Sprinklers that have been field painted, caulked, or mechanically damaged must be replaced immedi- ately. Sprinklers showing signs of corrosion shall be tested and/or re- placeddiately as required. Mi- crofast Residential sprinklers that are 20 years old shall be tested and/or replaced immediately as re- quired. Never attempt to repair or re- assemble asprinkler. Sprinklers that have operated cannot be reassem- bled or reused, but must be replaced. When replacing sprinklers, use only new sprinklers. C. The sprinkler discharge pattern is critical for proper fire protection. Nothing should be hung from, at- tached to, or otheRvise obstruct the discharge pattern. All obstructions must be irnmediately removed or, if necessary, additional sprinklers in- stalled. D. When replacing existing sprinklers, the system must be removed from service. Refer to the appropriate sys- tem description and/or valve instruc- tions. Prior to removing the system from service, notify all Authorities Having Jurisdiction. Consideration should be given to employment of a fire patrol in the effected area. 1. Remove the system from service, draining all water and relieving all pressure on the piping 2. Using the special sprinklerwrench, remove the old sprinkler and in- stall the new unit. Care must be taken to replace the sprinkler with the proper model, style, orifice size, and temperature rating A fully stocked sprinkler cabinet should be provided for this pur- pose. I Place the system back in service and secure all valves. Check and repair all leaks,, E. Sprinkler systems that have been subjected a to fire must be returned to service as soon as possible. The en- tire system must be inspected for damage and repaired or replaced as necessary. Sprinklers that have been exposed to corrosive products of combustion or high ambienttempera- tures, but have not operated, should be replaced. Refer to the Authority Having Jurisdiction for minimum re- placement requirements. Replaces Sprinkler page 139 ab dated March 24, 1995 (Revised flows downward for "Two or More" sprinklers at 14'X 14'& 16'X 16'spacings per UL listing). Form No. 030895 Om I v IV tl APAaka-I _�e A -19 a�_ A�Flm- ZPAP WA-* bsAL "dr. _gp%~ ra k IF A.IiPff 4116 1—% b,,.FzL gar.:A M 20-In N"iWADMOM b&ILFLILEKA -1 mo 44 mpt vNIVA PW:! irk _`~.I A] k m &WIP JQ A 1 - ,? 'W" L - Q 1, ', C;* _LA' -rdj� effiLI_1 �j* 4 el IIi,. III., _I -,I! P! %�,-,,F d 61.6 Z b�e- -,0 -0. IF--- IP-1 4 1 t*V i V P -3 db 7 w kc j; 2' .3 1 •!1 1. J 'I Lk - A I t ZL III 'M 1 4 PI 0 �YL ��a �Al%k) r Wa 0 PAO' AIMW=L�tvl 11 4 1,3 PA 4f '16 -P 41 40 ' �' �"f �' t H C-7 LIP De u, -A ffl-v� - jb-, 41 -or I jr -P'r W4 w-. NL' t 0-a-&-AL" *--VOINTL " tv &R!RCT�W -.-I C-416-A WIFO�WP;JWO WI&MV rPOL14W4kt�fIrA-"4?f&.M'41190'rV" *Mlh'q, A or." rev-W, P. $I 1w, W I* e ft Vffl'-jft - A16ed Schedule 40 pipe Is excapGDnal domestic quality pipe sped6cally designod a rvd mantAachrod kor Insiallation in Way's advancad-Wchrx*W spiinkkN syslams. Like all of our qualky sprinklow p;pe and cornponorft. A11M Schodvis 40 pipe nwW& or exceeds aft indusl ry s Pac W)c Ft t bn 9 - as wel as ow own strinuord qualdy ccarol standards. To assme unikm cornposnicn and cwsisk�rg appearance, Allied manufactuwas Ks Schedule 40 pipe tAiRziing an exclusiva, innmtW Super 40" Pipe represents a technical advancement In sprInkler p1pe. Ideally sulted for most sprinkler systems, Supef 40 off eirs a CRR of 1.1 and Improved hydraulic design capabliffles. Cory ith ASI. 3 ,J5 Supef 40 �s manufactured to bolh ASTM A 135 and ASTM A 795 Type E. Grade A standards. rvocess to provide excelled strongth. The resuh is a mcisk)n-engineored Schedule 40 pipe of suporkw quaRy. AMed Sctmdule 40 pipe n)eMs al ASTM-A135 standards Altiod Schedule 40 p;pe has been thwoughly losiK sM possesses cor I i 61 ablo n*chankai properties that comply W�h the axacthq glandards of ASTM-AI35. wWch cordains rigid specikalions gover-ning lansila prowlios. malerial composRion. tolerances and otheir relevant product qualmios. The Inheml st"gth of All1ed Sct*dule 40 pipe All -led Schodule 40 rApe is manufaclurod ftom high quality suml and 13work hardened through a spocial cold forming process W exceptional strength and SCHEDULE 40 PIPE AVAILABLE IN TRADE SIZES 10'THRU 2E IN LENGTHS OF 21'AND 25' 9morw laumte TrW% 00 to Woft NoMkW Six" ra ? Ttk*n" o WeIgM Ptia. Por I IF 1.315 I.G49 J33 1.68 70 I �uo A40 227 51 11120 1 �900 1.610 j45 2.72 44 2* 2,375 1 2,067 154 3,65 30 FebrScallon Melalhyftal Properties provide excellerlt fabdenlion characwWics br threading, woldimg, roll grooving and end prop finishes. No special process or equipment are needed kw fabdcalkm and Installalkn Costing Super 40 products ara coated wkh an environmentally accepted and spmlally brmulated nx6fied acryliic coating thal Is pairdable. The black coating ads as an oxcelleryt Pdmor and Is resistant to weathering and U.V. degradallion from outdoor slorage. Econornical Denefils Super 40 can be used In earthquake sway bracing. Physical dimensions allow tise with wandard fabrication equipment. Special md to long1h ordm are also accepted on Super 40. Slze range is from V through 21. Flow Charactedstice Largor Inside diamelors provide Supef 40 w4h Improved Row characledslics and lond to hydraulically calculaled sprinkler syslems, Th a ta ble be low s hows th 9 friction loss differences between Supor 40, Schedule 40, and XL. UL A FM Approw*d Supw 40 is manubduted to A 051A 795, Type E, Grado A requirements. Lisling and SUPER AD FRICTIDN LOSS PIPE WEIGHTS/ I fpsurp T) C-120 FOOT Mrs I.D. C-M CRR GPM "i"ER SCII-40 XL SUPER, PCSJ M. Is. 1 40 1 1 40 LIFT 10 1.089 1.315 1.1 40 .1910 .4691 .3651 A .1.45 70 1 Yam' 1.420 1660 1. 1 100 5848 .6721 .5247 1 2.08 51 Me 1.650 V200 1.1 120 .3944 .4445 .3540 2.49 44 -2.115 2.3 7-5 -Fl. -1 i5o i7qg 1989 is2771 3.32 30 AIIW XL Pipe successfully mat or exceeded all the U.L mquirenwIs and was th* Orat sprInkler pipe to re4Mve unrestricted Underwhers Labors. torles, Im 11sting for approved fire systems havIng workIng pres- sures of 300 P.S.I. or less. Tests performed by Underwriters Lob Flexural lesi: Simmilafing IcMing (A typkal pipa and harKw in�llalk)ns. One imh and Wgef sizes were testod simuflating sprinkkw branch lines dewrbDd In NFPA 13, HWrostaVc WkeW A atwnbfy tnt: Leakn9e and hydmstalic Ints on both contraclor threadW p1pe and UL 1"aded pipe. gauged ard fourd Ilo conform with ANSIASME 13120.1-19W. Mrs tW: SimulatIng wvt de. We and dry pipe fire exposi. Burst Ircstafic burst L -imadW wd urfteaoou Ope. �Abrmr0on test Exposure of Allied XL P" b vibrMkxl h order to simufale selsmic condilkM , Test performed by F&cWy MutuaV Allied XL Pipe pef ASTM A135 eimlustlone: Chemical anatos TensRe stteVh FlationsMity HydmrsUl k Pof kwma nc e Ouslily c4 welded soarns 1 41 • VaHalk)ns In weight or dimensk)ns • Wo(kmanship • Finish • Marking Joint evaluallon tests: * Threaded Pef manufac- Wrar's r000rnmendalk>n v Threaded Pof obsmod IieW pradices (EkXh "dmp-head" and "adjost&e") M Bull wows * Mxib;e pipe couplings on ron -groove -ended pipe 9 Pinin-end fittings (Locking set -screw engaging pipe lo a pr&:Wannined dinwnsk)n) a Plain -end fillings (Locking set -screw engaging pipo to a predetermined Wque value) Hydrostntic tests per ASTM A135 on: • Threaded asw-mblies • IVVokw &MMbfies Hydrostatic temle performod at 4 times the pressure rotings- 0 Pinin-and fittings * "-groove fillings Bending mon*nt tests: Samples were Internall'y prossurized to ftk rated wxkhV pressurre Wbrallon teatc e Threaded Oints * Plain -end fittlrVs (Lockirg M-wte*s wVaging pipe lo a pro- deformlir*d diffwsk)n) a Pialn-wid fittings (Lockh-9 W-wrows arVaging pipe lo a pre"Morm4wd kxque value) Cyc I Ing pro* a ure too t a: Three similar ammUies were cycle pressure tested 20.000 1 i me s from 0- 125 P. S.I. Thmod str&ngth tests: Allied XL Pipe behaves similarly to ASTM A53 matedal Allied XL Pipo has a much highef Yiiold strength 1han Schodule 40 d greater wan thickness Threads are easi� cut on AXIed XL Apo No leaking, loosening, weakening or other evIdence of failure was detect&d In any of the above testing proce- dures. Tested against conventlonal SK40 product Comparative tests surnmory - Allied XL Pipe vs. Schedule 40 Construction and Instal. lation: UL stated Allied XL Pipe is suitable W fabrication of sprinkler systems. Materials: Allied XL Pipe has mechanical sirength propertioa oquivalerd to or greator than requIrod kw Schedule 40. Flexural: Alliod XL Pipe passed ScWula 40 flerxme Wal requirarneft wi#W leakage. Hydrostatic: Assembled AJIM XL Pipe. threadod In accGrdance wilh ANSI"ME 13 120.14 M ca n wit Wand intemal pressure without �eaks in the same manner as Schedule 40. Vibration: Aniod XL Pipe did " look at or below 600 P.S.1.1 twice its nonnal Working pres- sure. and did W exhibit any signs of weakness, deta"a- lion (x wear al the threads, diff ability. Necision- engineering pfoduces a Schedulo 40 ptoduct with an exceptionally low variation in outside diamator ard wall thickness. Rigid quality conifol inspedion dwing the manufaciLving pfocoss helps to assuro thal Allied pipe will have consislont propwtias aM unHorm cornpositk>n kw easier threading and kKver threading tod [do. The end re su N is a long - I ast ing. h 19h ly adaplable Schedule 40 pipe exhibil'ing excellent sitength characledstic& approval include [he following cons��alk)ns- 1. Flexural stronglh 2. Fire, resistance 3. Sidewall bmt strength 4. Vibration resistance 5. Gorrosion rasistanco 6. Joint strength 7. Hydrostatic stronglh 8. Wolded outlet strength Coplos of labofatofy approval reports are avaflable on requesil. Approved Approved Flm resistance: The me. chanical and banding strength d Allied X L Pipe provides equivalerd resistance to lhe strems imposod by fire. Burst lost: Allied XL Pipe lestod to 9.000 P.S.I. Corrosion resfelance: Basod on the a xa m inat k)n o( Sc hod - We 40 pipe spocimens', the Battelle Columbus Laboratories has eslimaled that Miod XL Pipe wouW last up to and exceeding 100 years in nwst automatic sprinkler "ams. It ts expectod that parlicularty corrosive condi- 5ms will result in a shorter service 149, as it Mll [or Schedule 40" . 9 U UL (k Approved L E 1F 6-ft I D Approved Taday Muhml Appro"d kw vvM wt*1w rtswm In 10 ftu r 91z vs. C4ft Its mmlablo in Febmw 21, 1984 Mpon by LNM�M" LabotakwM6 hw. "I"LMLC - DeUft rmhbl* in January to. I M repod by LkW*w0hw* Lzbwsb6n ol Canada. ULC appmyed br wM rp%= in Oviedo AppkalkK MC ammmid br we-ft-pr&WKm &M drAu" rrjWms in urft WW *Wcetion. SpocftstkM descrijAkxu. saviess end M usli 01 hm maMdal bef oin ars *cctff @W mi known at time of "Icalmn 9nd are vibJect b chap" wAhixA Mco. r Alliod Light Wall Pipe is a quailly domestic manufactured product with exceptional physical characWistics and advantageous hydraulic design capabilities. Ideally suited for use in any sp(inkler system installaflon, Allied light wall pipe is a proven pedormer that complies with 11he exactingstandards of ASTM-A135, Llqhtwolghl bul strong and dwablo. the predsion-engineered Allied light wall pipe allows for easo of handling to lacililale fnstallalion. at significanily teduced labor costs. Complies with ASTM-A135 standards Allied light wall pipe meets 1he precise requirements of ASTM-AI35 governing tensile a n d yi o3d pro p(K I lo s, tol'of - ances. rnalatial composilion, etc., as well as Atiliod's own exacting standards of consistency and quality. Reduced weight w1th Increased strength Allied's unique in -line cold fofming process produces a work hardened light wall pipe wilh exceplional tonsila strangth. Allied lighl wall pipe aVC-f a905 30% greatef tensile s1rangth than the minimurn requirements of ASTM-AI35 (grade Al and is resislant lo pef manent denecifon. In addition. the superior quality stool used in the manufacture of Allied's Nhl wall pipe minels tho ASTM-AS68 requirements for c-arbon and high strength, tow alloy steel. d III I op Ease of handling FDr cost ettkiemy The lightor weight of Allied light wall pipe asstres aasll(w handling, resulling In reducod InsiallatiDn cosLs and considorable freight savir�gs. Flexible desIgn for maimum enghwing capablIffies Allicd light warill pipe's largor Insido diamolor provides increased waler ncrw ard volume. which can rchduce pipe sizos roquired kw many Installations, Ctd-lo-length pipe availaWlq also assures greater system flexibility, since systems can bo enginewod minus tho installallion res-traints Imposed by standard pipe lengths. For kirther floxibilay. MiDd light wall pipo is spocially designed for use wRh either plain -end or groovod mechanical fillings. Tnode Sue 00 10 M"Irw wan Thk*x"111 N&nlftw W84ght FL BL"'Odle Sues pm PW Ak". 1* 1.3 15 1.097 .109 1.40 91 11140 1,660 1 A42 .109 1.81 61 1 Ile 1.9W IM2 .109 216 61 T 2.375 2J57 .109 2.64 37 2 $12N 2.875 2.635 .120 153 30 T 3.5W 3.260 J20 4 23 19 31/20 4.000 3.760 .120 4,97 19 4& 4-5W 420 .120 5.61 19 V 5S63 5.295 .134 7.77 7 V 6.625 6.357 .134 9.28 7 Ir B-625 8.249 .188 16.94 7 Super Flo"o Pipe represents the West technical advancement In light wall sprinkler pipe. Ideally suited for use In most sprinkler gygtem Installations, Super Fla offers advantageous hydraulic design capablIfflos. Light wolght but Incredibly strong., the precision - engineered Super Flo light wall sprInkler pipe allows for ease of handlIng to facilitate Installation,, at sIgnillcantly reduced labor costs. Complies with ASTM A 795 Stiper Flo Pipe is manufactured to ASTM A 795 Type E, Grade A standards. Coating Super Flo producLs are coated with an environ- mentally approved and specialty formulaIDd modiried acrylic coating that Is paintable. The black coaling acts as an excellont primer and is resislant to weath-aring and UY degradation hom ouldoor slorago. -Fabrication Metallurgical properties provide excellont fabrication characteristics for and prop finishes. welding, and roll grooving. No special p(ocess or equipment are noedod for fabrication and installation. VOMMe Alliod light wall pipe has boon tested and qualifies kw use In atdomalic spdnklor systems, meeting the roquirements of NFPA 13. 13D and 13FL Allied light wall pipe Is mmilable In the following sIzes: T; Fido sizes V 1hru 4' In longths 21' & 25' Trado sizos V thru V In lengffis 21'r W, Spor-dicalkwm dw�rVmans. servie" aid Mu-WMm* rrLRWMI twein ive smoals ws known M I" d pAftel6n Od are vA00 b change vOOW raics. Flow Characteristics Larger Insido diameters provide Supor Flo with suporior now characteristics. Significant improvoments over both Schedule 10 and Schedule 40 lend lhomselvos to hydraulically calculated sprinkler systems, Tho labla bolow shows 1ho difforencos betwoon Supor Flo, Schodulo 40 and Schodule 10. Economical Benef1tis Super Flo is offored in both plain and factory roll groovod ends. Special cut to langth orders are also accepted for Super Flo pipo. Physical dimonsions allow use with approved/lislad standard plain end fiffings as well as grooved couplings, fillings, and valves. Standard hangof spacing requiremanis are permitted for Supof Fto pipo. Siza fango is from V thionh 4., lb UL & ULC Listed/FM Approvod Supor Flo Is manufactured lo ASTM A 795o Type E, Grade A requirements. Uslingil Approval included the following consideralions.4 1. Flexural strength 2. Fife res1slance 3. Sidowall burst strength 4. Vibration rosislanco 5. Corrosion resistanco 6. Joint strongth 7, Hydrostatic strength 8. Mlded outlet strength Copies of faboratory approval reports aro available on roquest. U UL Approved SUPER FLO FRICTION LOSS PSI/F0 ) C-120 PIPE WEIGHTS/FOOT NFS I.D. In. 0.0. I In. 11 GPM SUPER FLO SCH-40 SCH-10 PCs./ SFULPOER 11 LIFT SCH-40 I SCH-10 Iff 1,197 1.315 40 .2467 .4691 .3773 .791 1 91 1.68 1.40 111 W 4L 1.542 1.660 100 .3915 .6721 .5426 I 61 227 1.81 I W 1.752 1.900 120 .2945 .4445 .3592 1.404 1 61 2.72 2.08 2a 2.227 2.375 150 .1384 .1989 .1616 1.769 37 3.65 2.64 2 Yaw 2,727 2.875 300 .1860 .3018 .2198 2.211 30 5.79 3 3.352t3,500 0 .1752 .2696 .2006 2.705 1 19 7.58 �3.53 4.33 48 4.352 4.500 inAn "54 19 G3-7/SP 9/93 10M Pdntod in U-SA 0 0 di rl r c `iVITA � - m-'w nr o„ :fir :s.- p S ' .ri a • 4=uon 4- D= THERMAL LINEAR EXPANSION AND ONTRACTION ALA PIPING MATERIALS EXPAND AND CONTRACT WITH CHANGES IN TEMPERATURE, SINCE CPVC PRODUCTS CAN EXPAND/CONTRACT AS MUCH AS 6-7 TIMES THAT OF STEEL, ALLOWANCES MUST BE MADE WHEN DESIGNING A CPVC PIPING SYSTEM THAT WILL BE EXPOSED TO EXTREME SUMMER TO WINTER TEMPERATURE VARIATIONS,, GiVEN THAT THE COEFFICIENT OF LINEAR EXPANSION FOR GRINNELL/FLAMEAWAY CPVC FIAT SPRINKLER SYSTEMS IS 3,.8 X 10-5 PSI, IN GENERAL, ALLOW APPROXIMATELY 1/4" OF MOVEMENT FOR EVERY 50 FOOT RUN OF PIPE FOR EACH 100 F CHANGE 1[V TEMPERATURE. 10 I 1 .09 +1 .14 I I .1 . 3 .27" r 40 AL = 12 eL (AT) i. " 1.3 " pel .48r1 .68 if *gin 1.14 I 1*37 i I 1. 0" .8 " .05" 2.28 . 4it LENGTH , F 70 .64 . 6 tw 1. 2 E3 1.60 1. 9 2" C. 3" .5" 2.87 11 .19 it EET 80 .73 rf 1. 0 " 1.45" 1. 8 " 2.19". . 5 5'" . " . n . 511 = 3.8 X 10#5 IN. COEFFICIENT OF LINEAR EXPANSION L = RUN LENGTH (FT.) T = TEMPERATURE CHANGE OF .05" .4" 4. '10" 4.5 " 3.83 11 4. " 4." .4" MLlAk 4.4 " 5.11" 5. 4n I EXPANSION LOOPS USUALLY CHANGES IN DIRECTION IN SPRINKLER PIPING SYSTEMS WILL ADEQUATELY COMPENSATE FOR ANY EXPANSION AND Of TRA TI I . HOWEVER, FOR LONG RUNS OF PIPE WHERE EXPANSION LOOPS ARE REQUIRED, EI , THE FOLLOWING FORMULA SHOULD RE USED IN CALCULATIONS. SEVERAL CHARTS HAVE BEEN INCLUDED FOR FOUR REFERENCE, E, PLEASE SEE THE FOLLOWING RACE, FOR FURTHER INFORMATION, , EXPANSION LOOP FORMULA :c = WHERE: '3ED (DU 2S Loop LENGTH, II. CONTACT YOUR GRINNELL/ FLAMEAWAY REPRESENTATIVE, E = MODULUSOF ELASTICITY AT MAXIMUM TEMPERATURE, PSI. ❑ _ OUTSIDE PIPE DIAMETER, IN. TEMPERATURE (FO) MODULUS 0 ELASTICITY "Ell 4105 p 1 WORKING STRESS at vp PSI 0 3.30 000 i amPt@( a f L = CHANGE IN LENGTH DUE TO CHANGE IN TEMPERATURE, IN. SEE THERMAL EXPANSION CHART WORKING STRESS AT MAXimum TEMPERATURE, PSI. I I ml a 6411 li I WAVAI011 B J 1750 100a L416-0101 0 110 1490 00 3.35 1360 400 3.16 100 :] 1 000 0 } i r oe .� 4 a � ?''.1 1, n l '} J k f Vil Flameaway XPANSION Loop HARTS 0 10 1 " 1 " 15" 0 10 20 4 E PIPE SIZE / tr 1 ►i 1" 1r' I " 19�� 1 to " 1 B" 5" PIPE SIZE H 3 1 d 15 rr 1" 19 " " 0 1 " 9 rr " " " " " " 26 it " 0 " 5" so 0 80 LOOP LENGTH , INCHES rM It " " 32 it " 990 " 5 it 9" 4" 30 0 W LOOP LENGTH, INCHES 20 f L 9" " " 39 tr PH 5" 9" r' 4" D 0 4 r* 819 49 5 to 120 " 24�r 26 29r# 31 ri 35 �# " 40" 5 29i' 5 37'i 39 41tt 4" 9" ' 33 9 r4 9" 41 44" 4 " 1 11 1,r 5 tr " 1 r1 44 li " 49 to 54 " rr 511 9" 4 " 4 " 49" 5 " 55" 61 tt 5r� ii " " 9" Kll 40 9 'r 33" " 9" 4" 0:40.1"ll 108119cowAll m m RUN LENGTH, FEET 0 70 o 0 100 LOOP LENGTH INCHES " 6" 39 ri 41 " 46 5 4+ 4" 43 4 rr 9" 51 n 41 45" 48 5 " 55" 5 4" 49+t 52 55*r 58" 2" 49" 5 11 58" 9 " 65to 59" 120 5 " 140 411 i I 4 49" 55" 44" " 5" 58" 5 ti m � r 5 " 0 Q 9 of It 44 49" 5 11 59" 160 4�� 5„ 8" 160 0 r unnneii t cast iron threaded class 125, (standard) Grinnell standard and extra heavy cast iron threaded fittings are manufactured in accordance with ASME B16.4 (except plugs and bushings, ASME B16-14). Dimensions also conform to Federal specifications, WW-P-501 (except plugs and bushings WW-P-471), elbows 90* elbow straight: fig. 351 flanged and threaded fig. 3719 J 13 A: center to end of pipe B: center to face of fitting 460 elbow: fig. 356 flanged and threaded fig. 372 I A: center to end of pipe B: center to face of sitting pressure ratings, psi saturated steam: 1 25 liquid & gas at 1800 : 175 pressure ratings,bar saturated sham: 8.6 I uid as t ° C: 12.1 Grinnell standard and extra heavy fittings in this section, sizes 'la NPS/8 DN - 12 NPS/300 DNS are included in the "List of Inspected Fire Protection Equipment and Materials" issued by the Underwriters' Laboratories, Inc. :: -.� weight (approx.) each size A B fig. 351 black fig. 351 galv. figs 371 black NPS ON in MM in Mrs lb k lb kg 1b k 1A 8 1 18 1 115 21 .16 . 8 .17 .0 3/-... 8 10 9/16 14 1 Vi 6 24 .2 .12 .2 * 1 2 ,•� .�.. 1 15 11 I s 17 11 a 2 .40 .1 .41 .19 A 20 13116 1 1 16 33 .8 .28 .61 .28 ,�.. 1 2 ' 18 24 1112 38 . 2 .42 .95 .44 .,..... .-. 11/4 82 11 14 44 1.44 .8 1.4 .7 ....._ 11/2 40 15/16 3 1'81 6 49 1.95 .8 2.00 . 1 � ......,. 2 50 19/16 214 57 3.18 1.48 8.21 1.48 _... 2' 11,116 8 21116 68 4.94 2.28 5.13 2.84 10.22 4.65 8 80 2 16 56 81 e 79 7.21 3.28 7.40 8.87 13.25 8.08 4 100 21 1A r3 68 31 1 7 12.17 5.54 12.67 5o76, 21.58 9.80 5 125 8 1 o 84 1 114 21.46 9.76 2 8.18 12.7 150 8 a 98 18 130 31.83 14.24 83.88 1 .15 40.50 18.41 8 2 18 132 016 18 4. 8 29.35 67.14 80.82 80.06 88.8 *Nominal Pipe Sizes of 4 100 DN and larger have two holes tapped for stud or tap bolls. weight (approx.) each size A B I tig. 356 fig. 372 black gals, black NPS 8N in MM i n MM lb kg lb kg !b k 1 4 E3 '1 11 4 191 .16 .08 .17 .083/ _..... ..... 8 1 16 11 1 V16 21 .28 .11 ,�.. ,...... .-. 1 15 7/16 11 8 22 .87 .17 .88 .17 _.... ....... A 20 112 13 1 25 .55 .25 .56 .26 ..r.r._ V 2 16 14 11 a 2 ,88 .38 .88. .40 . .�.. 1 ' 4 32 16 1 ' 4 82 1.33 .61 1.88 .62 1112 40 1 w 21 116 37 1.79 .82 1.88 .84 �. .�.. 2 50 1 28 1 11 m 43 2.89 1.82 2.96 1, 8 21 65 V/16 27 115A ra 49 4.29 1.95 4.35 1.98 ,_... 8 Bo 1 i 6 80 23/16 56 6.44 2.93 6.65 3.08 ..� 31/2 90. 1 :18 8 8 Bo 8.42 3.83 4 100 V/16 40 258 87 10.64 4.84 11.22 5.10 19.88 9.04 12 1 8 48 8' 16 78 16.96 7.71 17.38 7.90.,...._ .._. 150 2 16 56 T/i6 87 28.02 11.83 28.1 11. 1 35.31 16.05 8 200 27 6 78 41 4 108 50.17 22.81 52.00 23.64 64.41 29.28 I NPS/25 DN size available in 1 NPS/25 DN x '/z NPS/1 5 DN reducing size, black or galvanized. I pf-63 G4,ri nn.ell east iron threaded, (class 125) 0 elbows (contd) ME 900 elbow reducing: fig. 352 D B i i ■ 4 A center to end, of pipe C, D: center to face of fitting * Not stocked SIZE NPS _�DN in 0 in 0 mm i lbs weight (approx.) each black salve kg lbo I kg 3/4 2 0 10 ' 8 22 .52 .24 • 1 25 7/m 11 1 25 .8 *37 • 174 32 112 13 116 29 1.40 .64 1 V2 40 8 16 1' 4 32 1.64 .75 • 2 5 4 19 1116,37 2.50 1.14 2' 85 19 1 8 41 3.95 1.80 • NPS 'Iz ;'/4 2 2 i/z 3 W/2 no size A 8 C DN NPR I -'DN in In mm in mm in mm 3ra 15 'la 20 '/z 3!4 251 112 1 32 3/a 1lz 1'la 1 40 ala 'IZ 1'/z 1 'la 50 1 'A 1/2 2 1 t!z 65 1 1/4 1 2'12 2 80 i'IZ 1'/a 90 3 W/2 3 100 2'/z 2 4 125 3 2'/z 5 150 4 3 2001 6 14 5!s 8 5la 15 "/16 20 'altis 15 t'/m 25 15/16 24 13/,s 15 1'A s 32 1 aI16 25 1 20 '/e 15 Ala 40 15/1s 32 13I16 25 Vh6 20 `lts 15 13I16 50 19/te 40 15/1 ra 32 13hs 25 1 65 1 lIs 50 1 5/e 40 1 5/e 32 15/e $p 231is 90 2'/�s sa 2a/,6 65 2�1�c 50 2'/,6 104 2131ts 80 2'3/tis 65 213/s6 125 33/a 100 V/1 6 80 2'/,s 150 431,E 16 "h 6 16 3/d 17 13I36 21 15I16 17 15h6 24 1'la 21 1'/a 17 1'116 30 1'Ia 25 i Ala 22 1 5I16 19 1'la 33 1 1/z 30 1'/16 2% 1 7I16 I� 24 1 V2 21 1'hs 40 17/a 33 VA6 30 1 Ala 25 1 Ala 48 2'/16 41 2'la I 41 251,E 41 25/1 G 56 'Z7/16 62 2"h6 56 2"/,6 �6 231d 56 VA6 71 35h6 71 37Ii 6 71 W/2 86 3131,s 71 3'!a 59 3t3I16 1 06J1A 17 VhG 27 1 "!is 1 27 19 VA6 27 "/w 27 21 1'/iG 30 11l4 32 24 1 31a 35 17!ss 37 24 174 32 131a 35 29 1 M ri 40 1 "!tG 43 29 1 rAs 37 1 5I8 41 27 15ISG 33 1'/2 3$ 32 1'3A6 46 17Is 48 32 15/a 41 1 ' 3/16 46 49 V/2 38 1 i31tis 46 32 13/a 35 1 5/a 41 38 2 51 2'/8 54 37 1'/a 48 2'/z6 52 37 13I4 44 2 51 38 1518 41 2 51 37 V/2 38 13/s 35 48 2711s fit 29/16 65 46 23It6 56 27l16 62 44 2'116 52 23IB 60 44 1'Sh6 49 2'116 59 56 2131i6 71 TA6 78 57 2911e 65 21$!16 75 59. 29h6 65 2"As 75 59 29116 65 2'5/16 75 62 33A6 81 331a 86 68 V/2 89 V/1 6 94 68 3'!4 83 35/a 92 70 3V4 83 3% 92 75 3'l4 83 35/a 92 84 4 102 43/a 111 87 4 102 43/a 89 4 102 43/a Ill 97 45la 117 5 127 98 016 103 415I16 125 97 39h6 90 413/16 122 130 591,E 141 63/a 162 weight (approx.) each black .34 ■4 451 .75 .67 1.21 1.02 1.87 1.74 1.44 1.55 1.53 2.59 2.33 2.08 2*20 2.22 4.01 3.68 3.41 2,93 6.44 5.35 5.65 5.98 8095 11.89 10.63 11,27 11.89 16.47 19.00 19.88 26.66 3.53 19.43 51*11 .35 .31 .55 .7 #9 .8 .5 .71 e70 1618 1.06 .5 1.00 1,01 1.83 1.8 1.55 1.34 2,93 2.44 2.57 2.71 4.7 5.0 4.84 5,12 5.40 7.49 8.64 9.04 12.12 18.7 8.84 23.24 14P{ .� { .. r Linnnen 0 cast iron threaded, (class 125) tees �. Ir A, B, C: Center to end of pipe t E, : Center to face of fitting reducing tee fig. 359 pressure ratings, i saturated steam: 15 liquid & gas1 0° F: 175 pressure raflpngs, bar saturated steam: 8. Hquid & gas at 650 C: 12.E wgt. (approx.) each size A B C D E F black galvanized SIPS D N 1n mm in mm in mm in mm In mm in mm lb k lb k 114 8 112 13 11 13 1h 13 1316 5 'pia 5 "Im 5 .22 .10 - .23 .10 ,/a 10 % 16 Ala 16 1 Ala 16 1 25 1 25 1 25 .35 .16 .36 .17 '12 15 "ha 17 1 i6 17 " ass 17 1 IA 29 111s 29 1 29 .56 .25 .58 .27 'A 20 "116 21 "As 21 "As 21 1 Alta 33 flea 33 15he 33 .84 .3 .85 .39 1 25 `h6 24 "A6 24 'Vi6 24 1 '12 33 11h 38 1112 38 1.25 .57 1.31 .60 1114 32 I'll 29 111a 29 1'/a 29 1114 44 13/4 44 1114 44 2.03 .93 2.07 .94 111 40 1' is 33 ISA6 33 1 A6 33 VIA6 49 1'716 49 1"A6 49 2.70 1,22 2.72 1.23 2 50 1 N 40 VA6 40 Via 40 274 57 274 57 2114 57 4.23 1.9 4.33 1.97 2112 68 1 "M 46 1'3 36 46 VA6 46 2" 16 63 2" A5 68 2"As 68 6.67 3.04 6.79 3.09 3 80 VA6 56 23116 56 23116 56 3' a 79 Th 79 31/3 79 10.00 4.55 10.16 4.52 Th 90 21k 62 21 sa 62 21A6 62 37 16 87 Vis 87 TA6 87 13.29 6.05 13.82 6.29 4 100 2'/16 68 ' /m 68 Vh6 68 Th 95 31/4 95 31/4 95 16.33 7.43 16.99 7.73 5 1 5 As 84 3'/s6 84 V a 84 4112 114 41/ 114 4 1/z 1 114 J27.33 12.43 27.67 9.85 6 150 3'fa 98 31/a 98 31!a 98 5% 130 57a 130 51/a 130 40.8518.57 41.46 18.82 8 200 S 6 132 5'N 132 53N 132 'h6 167 Vis 167 Om 167 7 . 0 35.90 81. 5 36.94 'k i 15 I 'h 1% 14 I 29 15 1 1 125 ! '/� tf.C B 1/420 1 15 . 1 A, B, C: center to end of pipe Dy , E, F: center to face of fitting 1Y4 32 'h 14 1 V4 �4 20 15 15 25 20 15 8 20 1 32 25 20 15 #h 15 1 25 1 25 % 1 4 1h 15 % 10 14 20 16 15 14 1 20 a 1 20 34 20 15 4 25 -14 20 15 25 20 %z 15 1 125 % 125 20 !1 15 1 Y4 3 125 1 1 20 15 1 V4 32 1 25 34 2 1 V4 132 1 25 15 1 V4 132 "A 6 17 "A 6 "he 17 "h6 "/16 17 "h6 "h6 17 "A6 a `14 1s 'Yi 21 '�i6 IVIS 17 "A6 'a 21 ass '6 21 1s ' l6 21 'Y16 '1 1s 17 111,6 1w h a 17 ' V16 'Y16 24 'Y16 'Y/ 6 21 'Y/a Ww 17 I'As 1s1s 24 1SI'6 "M6 21 'Y16 "A6 17 % 'V16 24 Tts 1V/6 24 'Yi 1 25 1 Ti6 24 lss "/6 21 'Y1a 'Vi 6 17 '6 1 9 11 Isla 24 '6 1116 21 Yi 6 'Vi a 17 1% 1 29 1 Ts 24 1% 11a 21 'Ys 1 29 1 1% 24 1 6 ' J 16 21 1:% 1 1 29 1 11/6 17 I 'J� 17 "la 17 1 IM 6 17 "6 1 21 'A6 17 "M 6 24 1 11s 21 1 "/M 21 'V1 17 */6 17 1 24 "X6 21 "6 17 1Vi 6 24 'Via 21 's6 19 "M6 24 1 'V16 24 xis 25 ':1s 24 1' 21 1 17 1' 29 1 24 1 21 1 17 1' 29 1' 24 1 21 1 29 1 24 1 1 1 29 1 "/ 21 1�i6 24 1 Y 6 22 1 V6 21 1 V16 21 1 ' 6 21 1 s/ 17 1 V4 24 1 % 24 1 29 1 24 N 24 1 % 24 1 24 1 24 1 % 24 1 V4 24 1 21 1'6 21 1 �%6 29 1 1 s 29 1 r16 29 1 s16 29 1'A 29 11s 29 1 Y1s 29 1516 29 1% 29 1 Yi s 29 1'1fi 29 1% 29 11/a 29 1'1s 24 1 1 1% 30 1:% 30 1 % 27 1 Yi6 33 VA 30 1 33 1 1 32 1 1 35 1 ' 32 11 32 114 8 1% 35 1 a 32 1 I 38 1 % 35 1 % 32 1 'a 38 1 1 37 1Yi6 37 1 7/a 49 1 Vs 37 1 6 33 1 Vs 44 1 "s 40 1 6 37 1 33 1'1 44 1' 40 1s 37 1 6 44 1 916 40 1 ' 37 1 16 43 111% 29 11'!a I 29 I .57 � .25 29 i % 29 .57 .25 30 1 V4 32 .76 .35 30 1 YA 1 32 1 .75 .35 27 1 'A 6 30 .62 .29 32 1 33 .75 .4 29 1 4 32 .64 .29 32 1 1'/ 6 1 33 1 .791 .36 32 1 1 Yi 1 30 1 .681 .31 35 32 1' 6 1% 37 35 1.11 1 1.01 .51 �.. .46 1.03 R 32 1 35 1.01 .46 .... _ 37 Vi 38 1,13 .52 33 1'16 37 1.00 .46 30 1 ' 35 .89 Al 35 N 36 1.03 .49 32 0,6 37 .91 .42 36 1% 35 .90 .41 32 1 V6 1 30 11.081 .49 � � I 37 1 ii 35 i 1.00 .46 40 1$6 43 1.73 .79 37 1 41 1.57 .72 33 1 V1 6 40 1.47 •67 43 1 3 44 1.79 .82 40 1'/6 43 1.53 .70 1.56 .71 35 1% 41 1.36 .62 ,... .,,. 32 1 V5 40 1.2 .58 1.30 .5 41 1' 4 44 11,731.79- I - 37 VY16 43 1.43 .65 .� 33 1 'A 41 1. .58 40 1 34 44 1.64 .75 _ 5 11% 43 1.38 .63 _. 33 1 41 1.00 .45 - 43 1 19I6 1 40 11.491.68 1 pf-65 Grinnell cast iron threaded, (class 125) tees (contd) reducing tee fig. 359 IF i V , C. center to end of pipe I, E, Fou center to face of fitting 0 wgt. approx. each i B C D E F black lv. IMPS DN JNPS DN NPS ON In min In mm in mm In rim in mm In m lb kg 1b kg 114 32 Ilk 30 Vk 30 1114 32 1131s 45 113/16 45 Ills 48 2.44 1.11 _ ... 1 25 1 2 1 25 11/4 32 15 s 41 161e 41 1 "Im 45 2.13 .97 2.17 .99 11 3 4 29 7/5 22 18 22 174 32 02 38 11/ 33 1'/4 44 1.95 .89 �. 112 15 11 t s 21 Wi s 21 1/4 32 11h o 3 11/m 37 1 "/i s 43 1.84 .84 1' 40 1 Vis 33 11/4 32 1 M6 33 1 "A6 47 11/a 48 111fts 49 2.50 1.14 11/4 32 i 1/16 30 11/s 29 11/4 32 1" 16 46 13/4 44 11A 48 2.28 1.04 _ 11/4 32 1 25 1 23 1slt6 24 11/4 32 1% 41 1"It 6 40 1 "/tfi 46 1.97 .90 2.05 .94 314 23 ' 9 22 " hs 21 1114 32 11h 33 17A6 37 13 4 44 1.79 .82 _ ' 1 � 40 1h 15 "ho 21 "N 17 1114 32 17116 37 1'/16 33 1 " 1 s 43 4.57 .76 1.73 .7 1 Y2 40 151% 33 11/4 32 1616 33 1 is 16 49 113116 45 1 Ilk 49 2.29 1.04 11/4 32 Vlm 39 1'/8 29 1114 32 1 13 16 46 1 "Im 43 1' a 48 2. .95 _ 1 25 1 25 1 25 15/m 24 1114 32 15 s 41 1112 38 1 "lift 46 1.72 .79 '14 20 22 '3/a 21 1114 32 W2 33 1 a 35 11/4 44 1.73 .78 ... 112 15 "hs 21 114 19 174 32 11 t6 37 1116 33 111/16 43 1.75 .83 _ 14 29 11h 40 15AG 33 114 32 1�Yi s 33 11s 6 49 1Y4 44 1 NI 6 49 2.18 .99 11h 49 11A6 33 1 4 32 1 6 33 115 6 49 1' 6 43 115 s 49 2.14 .98 ' 1 1'A 32 1' 6 39 1 29 1 V4 32 1 "N 45 1 40 1 'A 48 1.93 .88 1'4 32 1 V4 32 1'4 32 1'4 32 1 IX s 39 1 'A 48 1� 48 11% 45 12.291.94- 1'A 32 1 25 1 40 1% 32 VA 32 1IM6 30 1 'A 48 11% 45 1116 45 2.07 .94 1 25 1 25 1'A 32 1 VA 32 1 25 11.Y 6 45 11% 46 1 5A 41 1.84 .84 - 1 lx 4 1s 33 1� 33 1h 8 2 51 2 51 2 54 3.5 1,.84 3.74 1.7 'ff� i 32 1316 3 1' 6 3 1' 6 37 1' 48 1'h 8 2 1 G 52 3.35 1.54 2 50 1 25 1' 16 27 1 Ym 27 1'A 6 37 1'A 44 11/4 44 2 51 3.05 1.39 3.14 1.43 14 23 ' 22 7 22 17 6 37 1' 6 40 1 16 40 111 49 2.86 1.3 _ w 'h 15 " 6 21 " 6 21 1 'X 6 37 V6 38 1 !j 38 1 'A 48 2.74 1.25 2.81 1.28 2 59 1 "M 6 40 1 38 11 6 49 24 57 2' 54 2% 57 3.73 1.5 _ �.. V6 49 1Ym 33 1 V16 33 1 % 38 2 51 1'-' 6 49 2% 54 3.24 1.48 1 V4 32 06 33 1 30 1'6 37 1 48 1 "M6 48 2'6 52 2.8 1.39 1 40 1 25 1 Vm 27 1 25 1 '6 37 11/4 44 1 41 2 51 2.55 1.21 _ #F ' 4 20 ' 22 ' 22 17A s 37 1 ` 40 1'h 38 1 is s 49 2.46 1.12 'h 15 1 IX 6 21 "A6 21 1' s 37 V6 38 17A s 37 1 'A 48 2.34 1.07 2.38 1.09 2 2 50 1'/,6 4 1' 6 37 1 � 16 43 2 5 2' 16 52 2' 4 57 3.71 13.13 1.59 1 - 1 40 15516 33 1 V4 32 N 38 2 81 17A 48 2'h 54 1.43 _ w 1'A 32 1 V4 32 016 30 4 29 1' 16 37 1 'A 48 114 44 2VI b 52 2.93 1.32 .... �. 1 25 1 27 2 1' 7 1'4 44 1 I 41 2 81 2.7'3 1.24 _ 4 20 'A 22 'r 22 1' 16 37 11%6 40 11h 38 111 6 49 2.50 1.13 - - h 15 1 Ym 27 1 25 1'16 37 114 44 1sh 41 2 51 2.48 1,12 - - 2 50 11 s 40 1% 37 1' 6 40 2t 4 57 2 51 2% 87 3.461.55 rr 1 4 15516 33 1 4 32 1 33 2 51 11% 46 2' 54 2.85 1.30 1 25 1 4 32 1' 6 30 1'h 29 1 6 38 1'h 48 1'4 44 2 A 6 52 2.94 1.34 - - 1 25 06 27 1 Yk 27 1 76 37 11/4 44 1 ' 41 2 51 2.70 1.23 2 50 1 'M s 40 17 6 37 1'l16 40 2° 4 57 1'V1 49 2' 4 57 3.31 1.51 .... .. 'A 20 1 l 40 1 'A 6 33 16 6 33 1 h 38 2 51 11% 45 21 54 3.40 1.55 1 Y4 32 1' 6 30 1 29 1 16 37 1 'A 48 1 'A 44 2% 52 2.50 1.14 - 2 50 1116 4 17 7 1 6 4 2% 57 1' 48 2' 4 57 3.30 1.5 ... .. 1 , 40 1 'A 35 1 38 2 51 11% 45 N 54 2.95 1.34 1 h 40 1'h 40 1 h 38 1 38 1 Vis, 33 2A 54 N 54 2 51 3.23 1.47 ..� 1 40 1'4 32 1 38 17 6 37 1V16 33 2A 54 2% 52 2 51 3.07 1.4 �.. 1 40 1 25 2 59 1 % 38 1' 6 37 1Ym 33 2 54 2 51 2 51 2.91 1.33 1 Y4 32 1' 4 32 1 % 37 1 Yi6 37 1 Yi s 33 VA 6 52 2 16 52 1 48 2.81 1.28 _ - 1 Y4 32 1 25 1 % 37 1 % 37 1 Y* 33 16 52 2 51 1 'A 48 2.5 1.21 1 25 1 25 1 YiG 37 1 Y16 37 1 Y16 30 2 Vi 6 52 2 51 1 'A 48 2*70 1.23 �.. .� 50 11 6 40 1 "M 6 40 1'h 48 2Y16 62 2' 6 62 2Yi 6 55 5.88 2.68 6.02 2.74 1 40 1 V16 33 1 % 33 1 "M6 48 2Y16 58 2M s 56 2% 62 5.14 2.34 1 % 32 1' 6 33 1' 1s 33 1'% 44 2 5 2 s 2 2'h 88 4.83 2.2 2h 1 25 1 25 1 25 1'/4 44 1 %6 49 1 `X6 49 2-' i6 59 4.48 2.04 - 1/4 20 22 ' 22 134 44 1 Y4 44 1'A 44 2l4 57 4.29 1.98 h 15 14 19 14 19 1 : 44 1"6 43 1 'Vi6 43 216 55 4.3 1.82 - - N 58 Zi 65 1 t' a 46 1 48 1" s 46 2" m 68 2 6 68 2'Vie 68 6.00 2.73 2 59 1 6 40 1 40 1' 48 Nis 82 2l4 57 2% 65 5.17 2.35 .... 1 40 1'6 33 1'6 33 1"6 45 2'6 55 2 51 2'16 52 4.422.1 �.. 2 50 1 V4 32 1 'M 6 39 1' 1s 30 11/4 44 2' -s 52 1 'A 48 2' 60 4.26 1.94 .� 1 25 1 1 s 27 1' 44 111A6 49 134 44 2V 6 9 3.92 1.79 �.. '4 2 'A 22 ' 22 1' 44 1 ' 44 1 ' 6 43 2'4 57 3.52 1.55 _ 1h 15 34 19 " 6 21 1' 44 1 "A6 43 1 38 2 Yt 6 56 3.57 1.63 - �. 1 f r 46 t r ssur ratings, i saturated steam: `� castironthreaded,(class125) � � � liquid & gas at 10° F: 175 pressure ratings;,r saturated steam: . tees (cont'd') reducing tee f !go 359 A, B, C-0 center to end of pipe D, E, F: center to face of lifting 0 size n D P DN PS D N 65 1 % 40 2 50 1 43 2% 65 14 32 2 50 2% 65 1 40 2'� r� 1 25 2 65 50 A 20 2 65 2'h /x 1 65 0 2 2 2 2 1 3f i 50 2 50 1 50 1 V4 50 1 40 1 r FIR 3 N 2 1 `k N 5 0 32 25 40 Vol 50 32 25 20 15 A T OA 6 50 2'k 165 2' * 65 2 50 1 40 1 V4 32 1 25 Y4 20 i� 15 3 80 2% 65 2 50 1 40 1'I 32 25 80 2 65 2 50 1 40 3 80 V 65 3 80 3 80 3 80 3 80 3 8 N 65 2 5 140 1 �I 32 1 25 316 00 3 80 2% 65 2 50 1'h 40 16 00 2% 65 3 80 in MM 1':16 46 1 19%6 40 1 516 33 1131a 46 116 40 1 MI6 33 1'% 46 16 40 1'a 46 1 -116 46 114 s 40 1'6 48 1dfi 4 1.6 48 A 48 1' 46 11 48 1g 40 11 35 1 32 4 25 'Vis 24 '116 24 2 .54 3 4 1s 40 1' 35 1 32 1 25 216 5 1 48 196 40 1 35 2 54 1 7 48 2 54 2 5 2% 54 2 54 216 56 1'616 48 1 41 1 % 35 1'14 32 1 Yis 27 2A 62 2% 56 1'616 40 1 41 136 35 2'Is 87 1 'a16 49 2YIa 55 2% 1 87 In mm 11% 46 1 1' 40 1 'M 6 33 1 Y4 44 1% 40 166 33 1 '/4 44 1 96 40 1 Y 44 1'1/w 46 1 'Vi6 43 1 48 1" 6 49 1 Y4 44 1"16 46 11% 46 1 'A 48 1 'a 40 1 % 35 1 V4 32 1 2 "A6 24 's/i 6 2 2' 4 1 'Y16 46 1 40 4 /i6 3 1 '16 30 's/i6 24 2Yi6 56 1'V16 33 1 '16 40 1 40 2Yi s 56 1' 4 2 54 2 5 2 54 2 4 5 2% 56 1'6 40 1 41 1 % 35 1 V4 32 16 27 2A 60 2 54 1' 48 1V16 40 1 ' 35 2% 60 1''/16 33 216 5 2'1 162 10 In mm VY% 46 71 1 �6 48 1 "16 46 1%6 46 1 % 4 1'% 46 11316 46 1' 48 V% 46 1''16 46 17A 48 1'P16 40 1 V16 4 1 I1a 40 Am 40 1 V1 6 33 2 54 2'16 56 2 �1 6 56 i 54 2 54 2 54 21 6 56 2 1h 54 2 4 2 �1 6 56 2Y6 56 2 54 2 54 2 5 2 54 216 56 2Y6 56 2' 54 2A 54 N 54 2 5 2 54 2' 54 2% 6 231 60 2'1 s 62 2'16 62 2' 60 2A 60 2'1 62 2% 60 2'A 6 2'16 62 2% 62 2% 62 236 60 21 60 2'16 62 In mm 2'V16 68 2% 62 216 56 21% 68 2% 62 86 56 2'6 68 12% 62 2'Y1 6 68 121% 68 2Y,6 62 2�t6 65 251,6 6 2% 6 2% 65 2% 62 21% 71 21a 65 2% 59 2�,6 56 2i6 52 1 48 1'A 48 N 79 2"A 71 216 65 2Vi 6 59 '6 56 2VI 52 N 79 2"M6 71 2M 6 65 2a16 59 78 2 "A 6 71 35 79 3 9 3 9 3 79 3% 81 2' 73 2% 67 2% 60 2' 57 21 6 54 316 87 1,6 81 2'A 73 2% 67 2A 60 3'6 87 2A 7 3% 80 3% 87 E In rim 2'I6 62 2 4 11% 49 2' 60 2% 54 1'Vs 4 2% 50 2 54 2 V4 57 2 Y4 57 2 5 2V6 6 2Y%6 65 2' 6 60 23 60 2'16 62 2'16 71 2V16 65 2s16 50 2% 56 2'16 52 1/a 4 1 ' 4 3% 78 2'Vi6 68 2% 62 2% 56 2Vi 6 52 1'61s 40 2"A6 75 2% 65 2Y4 57 216 56 21% 71 2A s 65 2'�i6 71 2% 68 2'is 68 2' 6 68 3Y16 81 2' 7 26 67 2% 6 24 57 2 54 3% 87 TA 70 21 Y1 6 71 2"/6 6 2'6 50 3 /I6 84 2''/6 71 3 75 3% 84 wgk (approx.) each black gaiv. In MM lb kg 1b kg 2" 6 68 5.82 2.65 2% 65 4.85 2.21 2% 62 4.23 1.93 21i6 68 5.40 2.4 2Y16 65 4.96 2.26 Vis 62 4.28 1.95 2' % 68 5.36 12.44 2?46 65 5.03 2.29 2'Yi6 68 5.10 5.31 21% 66 5.20 2.37 2�16 65 5.29 2.41 21 6 62 5.17 2.35 5.38 2.45 2% 62 5.46 2.40 26 62 4.54 2.07 2-16 62 4.88 2.22 Ss 56 4.15 1.89 3'16 78 8.92 4.06 8.06 4.08 2' 23 7.75 3.53 7.83 3.56 2"16 75 7.10 3.23 7.27 3.31 2'/4 70 6.75 3.07 2"16 68 6.27 2.85 6.54 2.08 2% 67 6.06 2.76 6.17 2.81 2% 67 6.08 2.76 6,17 2.81 i 70 9.13 4,15 - 3Yi 6 78 7.66 3.49 2'Vw 75 6.81 3.10 2"M6 56 6.23 2.84 6.33 2.88 21 70 5.92 2.60 2'6 68 5.51 2.51 _ TA 79 8.79 4.0 Us 78 7.10 3.23 2's16 75 7.20 3.32 2' 16 71 6.83 3.11 3' 70 8.13 3.70 6 78 7.67 3.49 3# 79 8.46 .85 79 8.30 378 Th 79 8.25 3.5 - 3' 70 760 3.6 3% 86 12.00 5.46 3616 84 10.95 4.98 3% 81 0.94 4.52 3 Yi 6 78 8.87 4.04 3 76 8.63 3.93 21516 75 8.00 3.64 VG 87 1.95 6.34 3% 86 11.33 5.15 3A 6 84 10.00 4.55 31s 81 8.66 3.94 3 Yi 6 78 8.3 3.79 _ 3'16 87 12.56 5.1 316 64 10.69 4.86 3'16 84 11.77 5.35 _ 3' 87 12.93 5.88 pf-67 ..Grinnell �asf iron threaded, (class 125) tees (contd) reducing tee fig. 359 D- __ S- C mw� j IF A, 13, C: center to end of pipe D, E, F: center to face of fitting r Size NPS ON NPS ON NPS V 90 1 V4 32 3 80 3 80 3'h 3 2 2 4 100 1'h 1'A 1 v 3'h 3'h 3'h 3 2 2 100 3'h 3 21 E 0 3% 90 3 00 2'h 80 65 216 50 2 5 4 5 125 3'k 4 3 2 2 100 4 100 316 65 0 0 32 25 20 90 80 65 80 65 50 125 100 80 65 50 100 90 3 3 V 2 1 4 2 2 1'h 1 V4 4 3 N 4 3 2% 2 5! Y I 4 .I 4 2% 2 16 5 2 4 4 5 5 15 DN In mm 80 2316 56 90 2 'A 60 80 1 57 65 2 51 50 1 'Y,6 43 40 171 6 37 32 1 ' 6 3 25 1 ' 6 30 20 1 VA 32 100 2 '4 70 90 2'h 64 80 2 Y4 5 65 2 51 50 1 V16 2 40 1 37 100 12Y4 70 80 2'4 57 65 1% 48 50 1"6 43 0 1 3 32 1116 33 100 2Y4 70 80 '214 5 65 11% 4 100 2Y4 70 80 24 5 65 1% 48 50 1%6 43 100 2Y4 70 100 2Y4 70 100 214 70 100 24 70 121% 6 2'Y1 6 68 2"6 6 100 �� 2% 6 2'1 70 3 76 100 2"M6 71 80 2% 59 65 26 52 50 34 4 40 1V6 40 125 Vi 6 8 100 2'1 6 71 80 2116 59 65 12% 52 100 2 1 IM 71 80 2I16 5 100 2"6 71 125 316 84 125 3' 6 84 3-1A 86 125 3h 86 B in mm N 64 2% 60 24 57 51 1IA6 43 137 1 '16 33 130 1'4 . 32 21% 68 2Yi 6 62 2'16 56 11% 49 1 41 1% 35 2" 16 68 N 54 1 'A 4 1 ' s 40 17/16 37 1 Vi6 49 21/4 70 2 5 1IN 46 '4 70 2% 62 1 48 1 48 2% 73 2A 73 2T6 75 3 76 21% 68 2'Yj6 68 2% 67 VVI 68 211 6 71 3 7 21% 71 2% 59 VA 6 52 1 �4 44 1 V, 6 4 3'h 86 2Y4 70 26 62 2 51 2' 6 68 2h 6 2"N5 71 31A 86 3715 90 3 86 36 8 C in m 2% 60 2116 56 21'1G 68 2 67 214 70 2'Y16 68 2116 7 2Y4 70 2' % 55 21 70 2' I1 G 68 2'% 6 2'h 67 211 70 2"6 68 214 70 2'6 68 2% 67 2'4 70 2' V1 6 68 2% 67 24 70 21% 68 2h 6 21/4 70 2%6 68 2% 67 23 4 70 2/4 70 2% 70 2'4 70 23 0 N 6 2'h 6 2'h 64 2Y16 6 2'6 6 26 62 31A 86 TA 83 31A 86 ' 6 87 316 84 Vi 6 84 3316 86 83 3M 6 81 3'r 86 3'4 83 3% 86 3% 84 3VI6 84 2"M 71 21' 71 D In mm 3"A6 81 3' 86 3% 83 21'X 75 21' 16 68 2% 62 21 59 2A6 59 2% 5 3/4 95 8 3Y4 8 3 76 2'% 68 2'16 62 3Y4 95 3 63 2"M6 75 2'6 68 2' 6 62 2VI 6 5 3Y4 95 3'/4 83 2' 6 75 314 95 3% 83 21s16 75 2'V16 68 3 95 311 95 34 95 3-4 95 TYJ 6 94 3'% 94 3" 6 94 3'6 94 '6 94 3"w 94 102 3'h 89 3' 16 81 2'56 75 2'Yt6 68 Ci 114 4 102 3% 89 31 b 81 102 3'h 89 4 102 4'h 114 4� 114 4% 111 4A 111 E In mm 3A 79 3% 86 TA 83 2"A6 75 21% 68 2i 6 62 211 6 59 2% 59 2% 59 3{�14 95 36 87 3V4 83 Zi 73 2% 67 2A 60 3% 92 3% 79 2"Y1 G 71 Ni6 65 2% 6 2'/4 57 3% 92 3% 79 2" 16 71 3 9 N 79 2" m 71 2�i6 6 % 89 3'h 89 3 i 89 3'h 89 3"6 94 TA6 94 31% 9 T% 94 3'ViG 9 3' 6 94 4 1102 3'h 89 3'A6 81 215G 71 21YI 6 68 41h 111 3Y4 95 V 8 311 81 3% 95 3% 89 3Y4 95 4 10 44 108 4% 111 4'A 111 wgt (approx.) Parh in mm [b k lb k 3% 86 12.54 5.70 - 3'1 81 11.10 5.05 �.. .�. 3 'A 92 14.12 6.42 14.69 6.68 3`'1e 90 12.85 5.84 12.96 5.89 3% 80 11.63 5.29 11.73 5.34 3VI6 84 10.75 4.89 11.18 5.09 3'116 84 10.38 4.71 10.54 4.79 Vi 6 84 10.40 4.72 10.814.92 V6 84 10.58 4.81 - - 3,14 95 17.23 7.84 - 3%6 94 14.38 6.54 .� ,... 3 h 92 14.63 6.65 3 6 90 11.84 5.39 - - 3'h 8 10.90 4.96 - - Vi 6 84 10.09 4.59 ... .... 3'/4 95 15.04 6.84 - - 3% 92 12.0 5.69 ,.. ... 316 90 11.25 5.12 - 31h 80 10.21 4.64 10.67 4.85 Vi 6 84 10.20 4.63 - Vi 6 84 9.70 4.41- 314 95 15.75 7.16 _ - 3h 92 13.06 5.94 _ XX6 90 11.78 5.6 3'4 95 13.1 9 6.00 3% 2 13.44 6.11 ... 3? 6 90 11.601 5.28- 3'h 89 11.34 5.16 - - 3' 95 13.4716.13 .'. 314 95 14.35 6.53 - 331 95 13.52 M 5 .... 3' 4 + 95 13.20 6.00 �.. .� 3% 89 14.25 6.48 ... 3 69 15.23 6.93 - 31h 89 15.27 6.94 - - 3'h 80 12.80 5.82 .... V 89 14.03 6.38 .� 3' 89 16.07 7.31 4A 111 23.83 10.84 _ 4'4 108 20.00 9.09 4'4 108 18.84 8.57 ... 4 % 105 17.43 7.93 17.84 8.11 4 102 16.21 7.37- 4 i 114 26.33 11.97 .r 4% 111 20.58 9.36 _ 4 108 24.05 10.94 4% 108 21.81 9.92- 4% 111 22.7610.35 _ ... 4 Y4 108 23.22 10.56 _ �. 41A 111 23.5310.70 � j 4 #i 114 22.12 10.06 4 114 22.41 10.19- 4 102 20.88 9.49 - 102 20.571 9.35 cast iron threaded, (class 125) tees (contd) reducing tee fig. 359 A, B, C: center to end of pipe D, Ey F: center to face of fitting I saturated steam: 125 pressure ratings, pressure ratings, bar saturated steam: 8.6 rtaprx. • each black gaiv, size A B C D E F NPS DN NPS DN NPS DN In mm In mm In mm In. mm In mm In mm Ib kg 1b kg 4 100 21h 65 3 'A 86 Th 89 21% 71 4 'A 111 41 111 4 102 22.3710.1 _ - 3% 90 V 90 T/I 6 84 316 8 ' 6 65 06 110 4 1A s 110 314 95 19.66 8.94 3% 90 3 80 5 125 V 6 84 V 6 84 21 s 66 41 s 110 45A6 110 33/4 96 20.28 9.22� - 3 80 3 80 3106 86 V1 6 84 1 66 4 Y, 6 110 411s 110 314 95 20.25 9.22 - 6 126 316 86 316 86 39116 97 4 5A 117 45 117 5 127 37.00 16.62� - 4 100 21A 73 21A 73 3' 98 4'A6 103 4'/t 6 103 411/ia 125 32.44 4.75 33.74 15.3� 3 80 21 60 21 - 60 31Y,6 97 31 s 90 31i6 90 411%6 122 27.46 12.49 28.561 .9% 180 % 65 2 51 2 51 3'YiG 97 3 4 83 TA 83 4 4 121 25.67 11.67 27.0012.2 50 1 "M s 46 1"/16 46 3'A 98 3 76 3 76 4% 117 24.65 11.21 ... _ I Y4. 32 1 'A 35 1 'A 35 3' 6 97 25A 67 N 67 4 7As 113 22.36 10.17 .. - 6 16 3'A 98 3 s 100 3'A 98 5' 130 5 'A 130 5` 130 43.31 19.69 ... 5 125 3h 90 2% 56 ' 16 64 TY16 96 3' 98 314 95 4 'A .122 30.34 13.79 , - I1h 40 1' 41 1 6 40 3' 98 214 70 14 70 4� 114 25.81 11. .6 �. 150 6 150 3' 98 3 98 3� 98 6' 130 4"X6 125 130 34.22 .58 - 4 100 4 100 2 'A 73 2'Y1 6 75 3% 98 4Y,6 103 4 102 Ois 125 30.00 13.64 80 2s 6 75 2h 65 3 98 31 6 90 3% 90 4" s 122 31.75 14.44 - - 3' 90 6 150 TA 98 3h 98 3' 98 5 'A 130 41% 125 5 130 35.31 16.05- 3 80 4 100 2"/1 6 71 3 76 3' 93 016 103 4 10 16 125 32.25 14.66 21h 65 6 150 3 'A 98 31% 97 3' 98 5 1h 130 05 119 5 130 34.57 15.72 50 6 150 3' 98 4 102 3' 98 5 1h 130 41Y,6 119 6' 130 35.21 16.01 _ 1'h 40 6 150 A 98 4V16 103 3' 98 5'A 130 Ow 119 5' 130 _34.67 15.76 - 5 125 5 125 3" 6 97 3" s 97 31h 86 5 127 5 127 117 32.91 14.96 5 125 4 100 V/ ' 98 31h 86 5 127 5 127 % 117 33.91 15.24125 T6 90 TIN 97 4 102 31A 86 5 127 5 127 4 117 9.26 13.30 �. - 5 125 3 80 150 31N 97 4% 103 3% 86 5 127 5 127 4 'A 117 31*13 14.15 . _ 4 100 4 100 3' 98 3' 98 2' 73 411 s fib CAC 125 4% 103 26.36 11.99 - f.. 6 150 4 IX s 106 0& 106 5' 130 5�i16 141 51 6 141 6% 162 66.22 30.10 _ - 5 125 4' 6 106 4' 16 106 Sis •132 Di 6 141 V 6 141 6� 162 67.81 0.83- 4 100 3' 9 3 'A 79 5' 130 4 114 4 114 6 'A 156 53.62 24.38, 8 200 0 33 79 3 79 5' 130 4 114 4' 114 6' 16 54.21 24.64 3 60 3 79 % 79 5 130 4 114 4 % 114 6 156 54.97 24.99 2' 66 2Y,6 59 2 s 6 59 5 6 129 3%6 94 T% 94 6 152 45.23 20.56 2 50 2 Y, s 52 2 V, 6 52 130 3 Y, 6 87 3' 6 87 5' 149 44.49 20.23 1 8 200 8 200 5' 6 13 5' 130 5Y,6 13 % 167 6' 16 167 016 167 91.50 1.59 .. 6 180 41 s 106 4% 110 6, 130 % 141 016 141 61 162 73.72 .51 � 125 016 106 66 110 5 :s 13 5% 141 5 141 611 162 76.60 34.82 5 125 5 125 3 fi 106 4% 111 YL6 132 06 141 51N 141 6% 162 77.66 35.27 100 8 200 51 s 132 5 140 R 6 13 6% 167 016 167 6' s 167 67.00 30.46 50 8 200 5 b 13 5' 149 5'! 16 13 6% 167 Pis 167 06 167 64#00 29.09 a... r.r 150 8 150 130 5 1h 130 016 106 8: 162 6'it 162 5% 141 58.05 26.39 - 6 180 5 125 3 00 130 61 s 13 4' s 106 0162 ' 16 s 6 141 65,79 9.91 5 125 5 125 6YIs 132 916 132 4Y16 106 di 162 816 16 6' s 141 67.92 30.88 .r. .� I pfw69 Grinnell I cast iron threaded, {class 125) crosses straight cross fig. 360 Rw ---_ f. R. 4 r r Riir.�. ■ r � f , r w � R - - a.a A, , C, D■ center to end of pipe Ej F, G, H: center to face of fitting reducing crass fig. 361 A, Be C., D: center to end of pipe 2 E,Fs G,H: center to face of fitting Reducing Crosses are read thus: 2 NPS ! 50 DN 3 NPR 180 DN i 2% NPS ! 65 DN i'/, NPS / 32 DN 3x2kx2x1'/NPS 80x65x50x32DN pressure ratings, psi saturated steam: 12 liquid & gasat 150" F: 175 pressure ratings, bar saturated steam: 8.6 1 fi uid & gas at 65* c: 12.1 size A9 B ct D El F G9 H ve t (approx+) each Mack NPS D N in MM in MM in mm in MM lb leg 'fir 15 6 14 ' b 14 'Yi 6 21 i 6 21 2.80 1.28 � 0 "M s 21 " s 21 1 % 33 1'M 6 33 1.03 .47 1 25 ' s 24 " 6 24 1' 38 1 38 1.59 .73 14 32 VA 29 VA 29 iY4 44 134 44 2.42 1.10 1 40 15 6 33 1 /15 33 VV36 49 1 "As 49 3.21 1.46 50 1116 4 1,46 40 % 5 14 57 5.03 2.31 1h 65 1 "M6 46 1 "X 46 21% 69 1' 6 68 8.07 3.67 3 80 2Y,6 56 ' 16 56 3 79 Th 79 11.84 5.39 4 100 2 Y4 70 214 70 T-Yi 6 97 31% 97 19.63 8.93 5 125 3% 84 Vi6 84 4 114 4 1h 114 31.16 14.17 6 150 3 'A 98 3 � 90 5 130 5 'A 130 47.67 21.67 size PS DN NPSDN NPS DN NPSD wtaprx.) each A C D Et F Go H black in mm in mm in min in mm in mm in mm lb k i I 25 I Z 125 I a/< � 20 I '/� 120 I've 11/4 32 14 1 32 3 3'h w 50 i'f1 140 1 Y4 3 1 25 50 i% 140 j % 1 ss 2 1 50 1'k 14Q M sr 1 1 Y4 1 J4 1 V4 1 2 1 1 4 4 1 I4 2 1 1 4 1'4 11 1 V4 2 2 2 1� 116 14 1 2 2 1 1 2% 1' 25 1 32 VA 32 1 25 1 25 1 25 1 40 1 32 1'A 25 1 32 1'4 32 1 25 1 50 2 40 1 40 1 V4 32 1'4 32 1 25 1 50 2 40 1 32 1 V4 32 1 25 1 40 1 32 1 4 65 2 0 2 0 1 40 1 40 1 V4 32 1 V4 25 1 0 2 50 1'4 40 1 25 1 40 1 32 14 65 2 40 116 25 'S/6 32 1% 25 1% 25 1 f 25 1 25 1 40 1 V4 32 1 25 1 Vi5 32 1's 25 1 25 1 is 50 1i 40 1'4 32 1 4 32 1 25 1 'M 6 25 1 0 1' 0 14 32 1 25 1 ' 25 1 25 1 V6 32 1 la 5 1 50 1 % 40 1 s 40 1' 32 1 32 1'6 25 1 Yis 50 1: 32 1 ' 40 1' 25 1' 6 32 'fi 32 1 65 � i'ti 40 1'A 21 "M6 21 'V 6 24 'A 6 24 1 % 35 1' 16 37 1.30 .59 24 "M6 24 1 i 29 1 29 1' i6 40 1'% 43 2.04 .93 29 1' 29 1 % 35 1 % 35 1 "M6 46 1 46 3.95 1.89 29 Vi 29 1' 6 30 1 sib 33 1 "M6 46 1 48 3.90 1.78 25 1 25 1 V4 32 1 Y4 32 1% 41 1 "M 6 46 2.51 1.14 25 1 25 1' 32 1 Y4 32 1% 41 1 "Ma 46 2.67 1,22 25 VA 29 1' 32 1 Y4 32 1 41 1"/11 46 2.74 1.25 32 1 Y4 32 1 Yi 6 37 1' 6 37 2 51 2 54 4.08 1.86 9 1 i 29 1 37 1716 37 1 7A 46 2 54 4.00 1.82 27 1 Vifi 27 1' is 37 1 'A 6 37 114 44 2 51 3.22 1.47 30 1' 16 30 1 'h 38 1 6 38 1 'A 48 2VI6 52 4.18 1.90 29 1:6 30 1 38 1 37 1 48 2 54 4.25 1.94 29 1' 29 1 'A 6 37 1 'A 6 37 1' 4 44 2 51 3.57 1.63 40 1 'M 6 40 1'% 49 1 "As 49 2' 6 62 121/iG 65 6.82 3.10 32 1 V4 32 1' 48 1 'A 48 2 IM 6 56 N 6 62 5.63 2.59 32 1' 4 32 1 "i6 46 1 `% 46 2 56 2Yi6 62 5.56 2.53 29 1 29 1 "M 6 46 1'Y 6 46 2 Vi 6 52 23 60 5.26 2.39 30 1 'M 6 30 V 4 44 1 "16 46 % 52 2% 60 5.39 2.45 25 1 25 1 "M 6 46 1 "16 46 1 "A6 49 2VI6 59 5.06 2.30 38 1 'A 32 1' 48 1 'A 48 2 IZ 6 62 2' 6 65 7.23 3.29 32 1 Vw 33 1 % 48 1' 48 2 IM a 56 2YI 6 62 6.13 2.79 29 1' 30 113 s 46 11% 46 21II6 52 2316 63 5.88 2.68 29 1' 5 30 11% 46 1 11 6 46 2% 52 2% 60 5.86 2.68 25 1 Vi6 27 V16 46 V% 46 1* 49 2 'M 6 59 5.11 2.33 33 1 V16 40 1 '6 43 11% 46 2"M 6 56 2 1 6 62 6.51 2.96 29 1 30 11% 46 1$6 46 2 Vi 6 52 2-� 60 6.01 2.74 46 1' 48 2% 56 21A s 56 21 71 3 Vi 6 78 9.96 4.53 41 1 41 2% 56 21 6 56 2'M 6 65 21!% 75 8.85 4.0 41 1' 41 2-Y, 6 56 2:Y16 56 2q/i 6 65 21VI 6 75 9.25 4.21 35 1 % 35 2 'M 6 56 21 6 56 2Y16 59 2 "M 6 71 7.91 3.60 35 1 'A 35 2% 56 2' 6 56 2% 59 2" 6 71 7.92 3.69 30 1 30 2 54 2 54 2' 6 56 2'4 70 7.21 3.28 30 1 V1 6 27 N 54 216 54 21 6 52 2'Vt6 68 6.70 3.05 41 11% 43 2% 57 2 V4 57 2 6 65 2' 6 75 9.62 4.38 41 11% 43 2 4 57 2VI6 59 21A 6 65 21 75 10-03 4.56 35 1' 6 37 21 fi 56 2' i 56 2Yi 6 59 2'- 6 71 8.37 3.81 27 1 29 Th 54 2 4 !# 52 2' 8 7.47 3.40 5 1% 35 2' 6 62 2Y,6 62 21A 60 3% 78 9.75 4.44 2 IY4 32 2% 60 2% 60 2 Y4 57 13 76 9.09 4.14 48 11% 49 2 1A 6 62 2' 73 2' 73 3' 6 1 84 13.07 5.94 35 1'1 6 37 27/16 62 21 6 62 2% 60 Vi 6 78 10.2d 4.68 f i I i L pf-o70 uflkillull t r , I Cs t iron threaded, (class 125) crosses (cont"d) reducing cross fig. 361 A, B, C, D: center to end of pipe Es F, Gt H*& censer to face of fitting Reducing crosses are read thus: 3 NPS 180 DN wt (approx, each black size A B C D E, F Gt H NPS DN NPS D IMPS DN NPS DID in mm in mm in mm In mm In cam In mm lb kg V 90 % 90 2'Vi a 6 8 2' w 8 - 7 4 70 3Y4 95 314 95 21644 9.7 3 80 3 80 2% 56 1N 56 2% 68 21% 88 3V4 83 3�b 92 1 . 1 7.8 fL 65 N 65 2 81 2 81 ' % 88 1 6 88 151 is 75 3% go 14.07 6.4 88 2 83 1' 48 1 % 48 ' 6 88 % 73 1% 75 39 a 93 14r88 6.77 4 100 N 88 Vh 40 2 81 2 51 % 73 1% 63 2'Vi6 7 31 5 go 14.38 6.54 4 100 22 550 11% 42 1" s 4 1 8 2 "A6 68 Y4 70 31A5 87 12.00 . h 40 4% 40 1 35 1 lik 38 2 6 8 % 68 2YI6 62 V5 84 11-82 5.3B 1 V4 32 1 Y4 32 1 V4 32 1 Y4 3 ' 88 21 6 6 8 2VI 6 59 3 �i 6' 84 10.75 4.09 1 25 1 25 1 V4 32 1 Y4 7 '4 70 Y,G 59 Va 84 11-091 5.04 3'i 90 1 Y4 32 1 Y4 32 1 % 32 1 33 21YI 6 88 '% 68 % 59 3% 84 11.47 5.22 1'#' 'T '.r '%71 114 2 % 13.5016.14 V6 40 1% '40 1 35 1 % 37 6 8 7 6 62 3 s 84 13.50 6,14 3 80 3 80 2% 59 21/,6 89 10'A 6 84 3YI 6 84 V 89 4 'l6 110 22.91 10.4 0 2 50 VY4 44 1 �4 44 3 1A 6 87 3' 6 87 1516 78 4 105 18.25 8.39 1 'h 65 2 50 G 51 4 3 5A 6 84 3 9A 93 3% 81 414 108 22.4710.22 1 h 40 N 40 1 h 38 1% 41 A 86 3 8 8 4 102 13,1 8.55 r 125 5 125 3 3 'A 86 3111w 97 311N 97 4% 117 5 127 39.2517.84 4 100 4 1 "16 71 ': 6 71 3 98 31A 98 41 6 103 4"6 125 33.491 .19 1 8 1 8 81 81 � 3 98 7 3 98 1 T 83 � 4 121 26.4412.02 8 150 1 % 32 94 32 1 % 35 1' 35 311 i6 97 3'Y -6 97 % 87 41 6 113 22.8810.40 3 83 3 83 'A 6 59 % 88 % 98 3r 3V16 3 41% 122 3 .8 14.95 125 2 50 2 50 114 44 1 '3/16 46 TYI 6 100 31% 100 3 76 4%. 117 28.4412.93 I 'h 40 1 % 40 1 88 1 V1 6 40 374 98 3 'A 98 Y4 70 41h 114 25.7511.71 8 1 1 8 4�'/16 106 416 106 % 132 06 13 9/16 141 8% 1 62 80.44 36.57 4 103 4 10 3 79 TA 79 86 19 5Y16 129 4 114 8 156 55.5625.26 2 NPS / 50 DN 216 NPS / 65 DN 1'/ NPS /32 DN 3x2'hx2x1%NPS/ 80x65x50x32DN n I pf-71 + ` Y Grinnell F i cast iron threaded, (class 125) coupling hex coupling fig. 366 reducers concentric reducer fig. 367 ;V! r JFL 1hV A: end to end.of pipe B: face to face of fitting ❑ hex end eccen#ric reducer fig. 368 0 A: end to end of pipe B: face to face of fitting 11 across flats size A B G NPS DN in mm in mm in mm lb i 25 1 15I16 49 VV16 43 9/c 14 .82 weight approx size P O rips ON In mm In MM Its kg NPs D NP 1 20 16 16 11 4 .40 .19 25 03/4 20 6 11 1 h 38 .63 .29 661 , 1 [116 11G 17 IIf/ 1 2% 1 26 "6 24 J 2' 1.07 .49 1 V4 32 114 20 1 26 2 64 1.07 .49 1 6 14 1 .84 .39 2% 1 57 45 66 4 100 3 1 25 1 13 11/444 1.60 .69 N 3/4 20 h 13 1 % 41 1.20 .66 1 -!6 1315A 41 1.00 .46 1.1254 1 40 7 22 23,s 66 1.98 .9 1 V4 3 " 6 21 2% 54 1.78 .81 6 160 6 2 0 1 26 � 4 19 2 61 1.83 .84 4 4 26 19 2 51 1.90 .87 -- Ll 1 16 16 1 2.09 .91 6 200 MW 6 size NPS DN NP5 DN in mm % '/i ra 14 1 25 11 i � 'hs 13 � .25 'k 13 1 %a 32 3/a 20 �i 13 15 9/e 14 1'/a 32 $A 16 1'� qQ 1 �/a 25 20 9/6 9/ s 14 14 %r 15 'Y�s 17 i fx 40 �6 22 1'/ 32 '3/6 21 2 50 1 25 '%6 17 3/ 20 '/4 19 k 15 '/ 19 2 50 1 25 2'fi 65 1 i6 40 7A 22 1 /4 32 '� 22 1 25 '�ls 21 216 65 i5/6 24 50 1 V16 27 3 80 1 �i 40 'S/s 24 1'/a 32 15/6 24 1 25 '� 22 3'fz 90 3 $0 i5/s 24 2 50 1 VIG 27 3 80 i'/e 27 2'fl 65 1 �6 29 4 100 2� 50 1,/16 30 1/r 40 ifa 29 1'/ 32 916 27 1 25 1%6 27 4 100 1'/5 27 5 125 3 80 1'/,a 27 2'fz 65 1% 29 5 125 6 150 4 100 � � 29 3 80 i'ls 27 8 2�0 6 150 11/432 5 125 1 5l6 33 g Dimension "B" does not conform to ASMC Standard. • Not stocked weight (aimrox.) each black galvanized --- kq lb .37 weight (approx) B @ 3 --'' - - b DN In mrn In MM - - I 60 1 26 26 65 2.98 40 ' 10 2 51 3.10 66 'Vi 6 24 2'' 6 71 4.40 60 1 % 27 70 3.96 2 1 6 24 2'h 63 4.31 80 1' 7 3 % 79 7.01 66 06 30 3 79 7.78 60 11 A6 30 2' 6 76 6.50 100 NG 27 3 6 84 10.48 125 1 2 9 3'/16 13% 90 15.53 100 1 29 87 13.83 150. 1'4 32 3'i 98 29.10 weight(approx.) each in MM lb. 1'h 88 .45 1 6 38 .61 1 ' .7 1 43 1.00 1 41 •90 41 1.00 1 7 48 1.26 1'A 44 1.21 1"/r6 43 1.17 1 44 1,11 2'6 68 1.93 2' 64 1.87 2VI G 62 1.86 2 61 1.33 11% 40 1.8 / 1 G 66 2.06 2 'A 60 2.94 2 'A 60 2.8 -2V4 67 2.7 2' 71 4.80 2 0 4.61 2' 6 65 4.16 21G 66 3.8 27/16 62 3.95 2"/,6 75 6.04 214 70 5.23 3 79 7.6 T/I 78 7.26 2"/,6 75 6.91 2"A5 71 6.61 2 4 70 6.58 2" 68 6.83 Fl, 6 84 11019 31/4 83 11.44 36 81 11.38 3,/1690 18,,00 P 6 87 15.36 36 84 14.66 3 7A 98 28.04 31/4 96 28.14 black .20 .28 .26 .46 .41 .46 .66 ,55 .54 .51 .88 .8 .36 .84 .82 w�rr.r_ 1.34 1,34 1.28 1.25 2.18 2.10 1.89 1.73 /► 1.0 2.75 2.38 3.48 3.30 3.1 3.1 2.99 3.11 6;09 8.20 5.13 8,19 2.44 6.67 12.75 12.9 • 1.36 1.41 2.00 1.30 1.96 3.19 3.5 2.96 4.77 7.06 6.2 13.23 galvanized 1b =kg[' err .,ram wry0. 0 pf-73 Griv-nnell cast iron threaded, (class 125) # bushing hex bushing fig. 383 face bushing fig. 385 0 I 14 1 % 2 2'fi 3 4 -4 1 V4 I weight each weiqheach +• ��, size blank I aalv. size black cialv. N NPS D 1b ka lb kg NPS DN BPS ON 1b ka 1b k ' 8 A 6 .021 1 .01 1/48 .038 •02 ■039 .02 3 80 1.6 #89 1.98 .0 ; 10 ' 5 .045 .02 .047 .03 21h 65 2.56 1.17 2.61 1.19 'A 10 •050 .03 ■053 #03 02 50 2#42 1.10 2.48 1.13 15 8 .070 .0 .073 #0 f 1 % 90 2.32 1.06 2.38 1.09 6 .06 .03 #062 .03 01% 32 2.54 1#16 2.64 1.20 x 15 .103 .05 # .05 01 25 2.65 1.21 2.75 1.25 ' 10 .119 .06 .121 .06 20 'A 8 .100 .05 .105 #05 V 90 2.50 6 .090 .04 .093 .05 3 80 3.15 1.44 3.21 1.46 20 .170 • B J 7 .08 D 2 65 3.29 1.50 133 1.52 1h 15 .215 .10 #220 •10 ,4 100 ci 2 50 3.11 1.42 3.2 1.48 25 Ei 3A 10 .182 .09 .188 .09 [I 'A 8 .186 .09 .192 .09 C] V6 40 3.44 1.57 3.50 1.59 (3 'A 5 .208 .10 .216 .10 01% 32 3.54 1.61 3.60 1.64 1 25 .296 ,14 .30 .14 Ell 25 3.59 1.64 3.63 1.65 i 20 .385 .18 .33 .13 1.37 4 100 3.94 1.79 4.10 32 ci 1h 15 300 ■ 1 .14 [:1 % 10 #290 .14 .295 .14 3'h 90 4.00 1.82 420 1.96 Cl 'A 3 .290 .14 .300 .14 125 03 80 4.83 2.20 4.93 2.24 ❑ 216 65 4.87 2#22 5.06 2.30 1'A 32 .327 .15 .33 .16 1 25 .500 ■ 23 .520 .24 cl 2 50 5,12 2.33 5.24 2.39 0 114 20 .470 .22 #500 .23 i 0C) 15 .420 .10 .70 .22 5 125 5.24 2.30 5.5 2■48 ri 10 .470 .22 ■500 .23 C14 100 6433 3.11 7.11 3.24 ' # 3 .470 .22 .490 .23 6 153 D 3' 3 90 0 7.13 7 3.24 3 7.40 8.06 3.37 • 7, 1' 40 .667 .31 ---- -- .680 ■31 1 V4 32 .810 .37 ■830 .38 C1 21h 65 7.72 3.51 7.78 3.54 [j 1 25 .730 .34 .760 .35 50 3/420 .10 .33 .750 .34C 50 3.00 3.6 8.32 3.70 6 13,1 0 1h 15 .770 .35 .780 El 10 .750 .3 .7 0 .36 .36 • D 1/4 8 .3 .300 .37 El 5 125 13.65 6.21 14.0 6.37 .750 8 200 o4 100 13. 3 6.34 15.0 6.32 ',... 2 0 .920.42 .9E 44 I 1h 40 1.290 ■50 1.340 #01 Cl 3 80 15■50 7.05 15,3 7.19 65 C1 1'# 32 1.2 0 •57 1■2�0 .57 El 1 25 1 ■ 10 V • 3 1.2 200 22.0 10■ 00 � p 1/4 20 1.250 .57 1.2E0 .59 El 6 10 2.5 11.1 •-- - [ ' 1 1.280 .59 � �.. 1 250 p 5 125 04 100 27.5 12.50 - -- I 2'h 55 1.63 .74 ME .76 2 50 1.0 .37 1.94 ■80 ci 11r 40 1.70 .82 1.80%:P .84 12 300 10 250 32#5 14.78 33.0 15#00 80 [1 1' 32 1.7 .81 1.8 .82 4 100 Ell 25 1.90 .87 1.0 2 .83 El 'A 20 1.92 1.915 .89 ' 15 1.93 •88 2■01 ,92 I 8 ' 6 .009 .01 ■010 .01 1 1h 40 .345 #16 #350 .16 50 1 0 .25 .540 ■25 t 10 �/ .015 .01 ■015 .01 1 •w2 25 .525 ,2 ■535 •25 ` �5 .65` .32 .03 .32 � 10 * .02 .0�0 .030 .02 2 50 .615 •28 .620 15 8 0040 .02 .040" ■02 ■20 2 65 1 % 40 *50 •39 ■870 .40 20 ' 15 f� ■055 .03 .055 .03 1 V4 32 ■95 .43 .960 .44 10 .065 .03 .065 .03 .7 .63 3 80 N 2 65 50 .70 1.330 .44 ■61 1.020 1.380 '4 20 .08 ■0 #090 .0 25 , 1 1 40 1.500 .69 1#560 •71 1 Y4 32 1.50 .70 ` 1 25 0160 .03 * 165 #03 32 14 20 .263 A .273" .13 3 90 2 % 65 1.760 .80 ■■'�. - z 15 .245 .12 ■250 * .12 89 3 80 1.920 8 1.960 100 2 h 65 2.550 1.16 2#650 1.21 ` 32 07 5 1 1 5 0 074 # .1 2 50 2.700 1.23 2.80 1.20 '�� 20 .01 .18 #38 .18 5 15 3.820 165 3.90 1#72 } , 0 Not stocked Inside hex MADE TO ORDER IF QUANTITIES WARRANT Note: Hexagon head or octagon head bushings size 21h NPS / 65 DN and smaller reducing one size may be made either of malleable iron. ductile iron or steel. Other sizes maybe made either of cast iron. ductile iron, malleable iron or steel. Face bushings sizes 2fz NPS 165 DN and smaller may be made either of malleable iron, ductile iron or steel. Face bushings 3 NIPS / 80 DN and larger reducing one size may be made either of malleable iron. ductile iron or steel. Face bushings 3 NPS / 80 DN and larger reducing two sizes or more may be,made either of cast or malleable iron, ductile iron, or steel. Grinnell I i cast iron threaded, (class 125) plugs square head plugs cored: fig. 387 ",� 7 solid: fig. 388 � 4 �,� V -1? Vda D > 0 bar plugs cored: fig. 389 solid: fig. 380 countersunk. fig. 390 A cap fig. 381 locknut fig. 370 floor flange fig. 1006 bolt holes cored weight (approx.) each (solid) fig. 388 aivani ear countersunk: fig. 390 wgt (approx.) each wei h r x. each black galvanized size NPS DI 1b kq 1b k 8 2.55 1.16 .-....- ,—. 8 EO 4.101.87 1 CO 8 ■ ! 2.91 C 5 1 .7 ■87 .._.,.. 8 1 EO 14.20 6.46 14.60 6.64 8 2CO 27.23 12.38 28.38 12.8 aiq t tawro .) eaen gaivanizea ., weight (approx.) each i I I 4 Not stocked I I I I I I 1 , M■l 8, 1 , 3/8 NPS 60 80 10 DPI plugs furnished in steel 12 and S 15 and 20 DJ countersunk plugs furnished in malleable iron W-75 } r 4 .�IG. 7007 RIGIDLOK TM (Patent Pending) Y q The Fig. 7007 Rigidlok Coupling brings reliable pipe joint rigidity to grooved piping systems. The combined actions of the unique housing and innovative bolt hole offset designs firmly grip the pipe providing a secure rigid joint over a wide range of pipe and service conditions. The Fig. 7007 Rigidlok Coupling allows for working pressure %tings to 1000 psi (6-.8 M.Pa) Fig. 7000 LIGHTWEIGHT ULC e a -woe 1 &W-46 Y r ►r The Fig. 7000 Coupling is designed for applications requiring moderate internal assures or where weight is a factor. . �e Fig. 7000 Coupling is approximately 50% lighter in weight than the Fig. 7001 Coupling, and allows for working pressure ratings up to 500 psi (3.4 MPa) F It C ter. Yyr. } BUO-IMINW. RIN NELL o GRUVLOK JUG 2 2 1998 Fige 7007 lok TIA Couplingf Fri* �Coupling��ouplin Dir nsio Nominal PipeMax. I�f, Max,.End Piperid pprox., Size 0.0. Pressure Load Separation .-E Size Wt. . Inches Inches PSI Lbs. Inches Inches Quantity ruches Lbs. �111 rltirrl �,rii� �� r1111 tr�ii#�[11C fi�Ell �t1�. 1 '12 1.900 1000 2,830 0.09 3 4 8 11/8 6 x 21.B 2.37 10 4142 0.06 1 5� a 118 ' _ 50 BO 3 f i () 0 19.7on 88.9149 2 11 ,G 12.743 5 1 1 12 2.875 1000 8, 0.06 4 0' 11 1 1 3.1 FIS 76 1 F) 89 0 28.990 1.5 101 G 165.1 17.E 8.800 1000 918 . 43 d 7 1 ' 3 4 3.6 4 4.500 800 12,720 0.20 81/8 21/8 2 1 x 4 5.0 1110 1 1 +1 3 )10 .1)fi.fino 5.1 1011)2 2 12,7 51 5.563 80019,�440 7 1018 2 a 5/8314 .9 fir 125 0 6.625 800 27,570 0.20 8' a 11' a21/88x 3 14 7.9 r r r r ' t 5 f1 0 1 �. #1 � :3, 5 8 8.625 600 35,050 .23 10112--- 141/s 21/a 2 Al 4 15.9 t 1 +� 1 111-1 155. � Fi � -#� G,7 1 9.1 X 108.0. 10 10.780 500 45,380 0.16 12Vi 17' 8 2 Ma 2 1 0 25.6 1 12.750 40051,070 0.23 18 1 1 8 21/8 1 r5 1 2 'For design and installation purposes only. The Fig. 7007 Rigidlok coupling does not provide compensation for pipe system expansion and/or contraction associated with pipe system temperature changes. C Fig. 7000 Lightweight Coupling INOMinalWk.Pipe Range of Deflection from�, Dimensions Coupling Dir� CouplingBolts lac. lac. End Pipe Eon Approx. Size .D. PressureLoafSeparationPerPipe� Size lit. Ear. linches inches PSI Lbs, Inches Coupling indit. Inches 0 t . Inches Lbs. I11M 111111 f 1 a if M111 Degrees M111 kQ. 1 U15 500 679 -'a 5 f 1014 2a 314 1a 1$ x 2 1.8 T1 .3 4 3 o-:1. 5.1 G0.3 95.3 41 6 9 5 X 5 0 8 0. 114 1.660 500 108 0-1/8 � 0009121/4 4 1_Ya /axis 1.4 0 .'3 1 1 .3 � f 1 15 0 -1 " � f ,� ..1 , 101.6 117, f . . X5 .13 0. 1112 1.900 500 1418 V/8 30-46f 0.79 3 41/4 1 2 N x 2 1.,5 010 48 3 3 +1 0-12 65.F, 7 6. 2 108.0 4t 9.560 8 0.7 2 2.375 500 2215 0-1/8 30.,11 0.63 3' 8' 13/4%x22 1.9 S0 60 1 9857 0-3252.E 88. 9 1,39.7 el 4.5 9,55 2112 2,87 00 3246 0-,/80.52 #�0 4 � a 2.0 (it. ., 1 .i 1 1. {1 c1� 413.r1 101,6 1,5 .4 4.15 .5 50. .9 3 3.500 0 4811 D-'a - 0.48 4 8 718 4 4 1 4 2.7 1 4 813 : 3 1 1+ i1 �;3 :15_ i 1 I 1 31. 1 �1d1 i i. xD 1. 1 31/2 4.000 500 6283 0-1/8D. 1 481 8 18 718 13 2 ' x234 3,1 31A 130-2 1. 44-5 12.769.9 1. 4 4.500 400 6362 D-�0.67 30-11, 51/8 83/a - 1 4 4.3 10114 ,28,310 f1_�'6 � � 55. 149.2 212.8 3 50 12.709.9 .O 8 5.563 400 9722 0-1/41 -8 0.54 7 97/8 6x81 4 5.9 ')c 1 I .i 1,3 .. ! t 1;1.Fi - ` r1 fa. �35 1 1 , } 5i1.# 15.9 4 2.6 6.625 400 13,789 0-14 � -� . 1 � 8 3 7.1 1 1 `j■`y . ■r■i�a f .�. 0-6.01 37.8 03, 2858 -5 ,8 15.N3.6 8 8.625 350 200449 -' 4 04C 0.3510% 131/4 V1,191 21/82 4 414 12.3 n-6 0 6n 3 S F, r W W 4 i I 1 equivalent metric pipe size. 12 G;RINNELL 0 GRUVLOK 9 a I FIG. 7010 ` REDUCING Y 1&"lwtwI." wr*@ Z The Fig, 7010 Reducing Coupling maces it possible to directly connect two different pipe sizes, eliminating the need for two couplings and a reducing fitting. The specially designed reducing coupling gasket with a stiff center rib assures proper positioning of the gasket and prevents the smaller pipe from telescoping into the larger during assembly. The Fig. 7010 Reducing Coupling allows for working pressure ratings up to 350 psi (2-.4 MPa). Fig. 7012 Flange Fig. 7010 Reducing Coupling Range of Deflection from Coupling Dimensions Coupling Baits Nominal Pipe Max, . Max., End Pipe End Approx. Size O.D, Pressure Load Separation Per Pi � Size Wt. Ea. Inches. Inches PSI Lbs. Inches Coupling InAl. Inches sty. Inches Lbs, 111111 IAN 11 11113 Degrees mintmeler Ali IIimeIvrs rill 20 2.37" 1. 00 350 99 18 0.3 314 51/2 11/4s 2 2.8 box'10 60.3x48-3 2.11 44116 .. .9 .f 3 1139.7 21/2x2 2.875x2.375 350 1551 ' B 110-3312 0.324114 1' 8 2 3. fil5X.) If, 160.3 2 41 (1900 .0 .1 .1 108- 1 5I 1 9111.5 ` 0 2 3.5OOx2.375 350 1551 ' 8 11 .27 1 4 111/4' �C234 .9 ,�,,.I 1 i��+ �N 111�1 �� #•1a,.� 1 a1�.1.�1 3 x 21/2 3.5OOx2.875 350 2272 18 10-17' 0.2711/4 2 1 2 3/4 5.4 +_ ii�,tr f 21 f �i I r} F11 1 1)ra a 12.7xt;9 9 42 14.5OOx2.375350 1551 14r20-T 30 0.55 6N8-1/4 2 2 8 14 10.9 111 } c,?t1 1 1#1., t1.ti1 a 1 1�. � 11 -1 � 1,,�1 11+ 1 i i i 3 \)() I hit* ' .■! 212 . o 350 2272 3(16 -38# 18 14 2 18x33 10.1 1 045 1 1 � ;306.1 .1 101 1 1 1f 0 1(. 1 .. ? : ..3 5 yy �2 43 . oo 3. o 350 3 120-381o. 8 34 8x3 4 . 3 1�}l1�11'1 1 1 1_:1131.1 ,1 `941(a 1 1.l �� 1 1� + G. () Ill !l d?4"'?_3 50 8 15-,1x95. 4 1 5x4 5.563x4.500 350 5567 'A 20-51 0.44 710Y2 2 4c 14 12.5 1 ,) 1 N 1,39 I A 1 1 1,,3 1 1 71 1� 1 .� � 1 1 � 6.625A.500 350 5567 'A .3 5 a 113 4 21 8 2 4A 1 4 1 ISO I00 1 GA 3X 11413 .1 3(1.3 Ill. I N8 M 0 19 h 108 6.625x5.563 350 8507 'a 1-448 0036 58 1114 21e 2 34x 14 14.7 # 150X 1' ,) �' 1 GH 13 1 + 1 ' ' [' . r I,J ., ' + I .3 1. ' 1 t +A18 �� ` 110 E 1 10 .�1 t�. r 8x6 8.625x6.625 350 1 'A 1 r 51 0.2611 1434 218 4 2Fib+ 7 23.4 i j �' + + F + • F j- (I f / i k rl k f .1 1 fj 3 P+} R 3 r`{/ !• { 1 / ffj * • 1 1` Fig. 7010 Coupling with Gas'-'' For chart Hates refer to page 10. Working Pressure, End Load, Pipe End Separation and Defection values are based an standard steel pike with standard cut grooves in accordance with Gruvlok speci(ications. For standard Roll Groove steel pipe reduce the values for pipe end separation and deflection by 50%. A No equivalent metric pipe size* lNominal I Pip e I Max., Max. Latch Flange Dimensions Seall' - ng S - urfaces- Mating Flange Bolts Approx. Size 0A Pros, End Load Bolt X Y Z A Max. B ■ in. Size Wt. B . Inches Inches PSI Lbs. Size Inches Inches stye Inches Lbs. MM nun Wa 11 Inches 111111 2 2.375 300 132 'a x 21 '8 " 1 2 8 314 50 60-3 2,0 5914 . J x 35 3 W.1 1. r Mr, 60.3 95.3 1 5. 9 X G 9.9 1 H 212 2.875300 1 212 ex21 ' 16 '3 1 278 �414 5�� 4 5.5 65 76,1 2.0 1)1.3 8 9-5 x 63 5 1 '17 9 , :3 1 1 0 G 1(1 (1 1 •� ,1 C 1.a) 5 3 3. o 30 2886 /'a 21271'2 1 16 ' 1 3'/2 415/16 18 x 2 4 5.8 80 t��- 13 .� .0 12,844 6.3..E 1 0 52.1 I 0.6 1;8 a1 ire 1 .� 1 15 1 Y 69 .1 r}* � .6 4.500 300 477 8 x 2112 9 1112 ' 16 1 12 8 18 x 3 9.0 100 114 0 1.+ 3 .5 x 63.5 0 1F.61 9? 1 4 8 11,-'3 E39 1 .!,ll _ ! 6 F 4 1 5 5.563 300 7 a x 2 112 10 12112 1 '/ 16 61/iG4 X 3 1.0 1 5 13 i 3 1 5 x 6 3 S * 10 317.5 f.311 111.-3 i6)7 11 . G .1�� .2 300 1 , 1 e x 212 11 1312 1 18 71116 34 x 14 13.8 1.1(1 11M i3 1l 1 ,(1:1 •1 . �. 7a) 1 1 168 .� 1.�.� .� I .� 1 �� 1, � .� 8 8.625 300 171528 112 x 3 V2 131 1 1 4 1 18 891/8x 3' 2 1. 0 2 1.1.1 20 77.998 1 .7 x 811-9 3 4 ,•1 41 15 13 21.11 250 P, 19 1 X103.3 8! 10 10.750 300 27t228 12 x 3112 16 19 1 Y16 1 34 12 1 2 1/8 x 314 27.4 25 r r # k + '• 1 �. 1 . 1 �� 1 1 1�7 • a 1 ! F 1 �' (1 + r •FF . r + #j+, 41I , y • , _� . .1 F� e 12 17 12. 300 38,3021 112 x 3 12 19 22 11/4 1214 14 12 N x 3 14 38.0 0 + :3 ) .0 to 1 0. t 1.3 {� 1 .7 ) 18 ,� rt+)F i�t�11 11 ,i 1 11 1' .1 •1 +_�#rr- 35S fi ,j+r}� � � .+ � a� -) ;1 'Ir 1 � .1 The effective sealing area of the mating flange roust he free from gouges,. undulations and deformities of any type to ensure proper sealing of the gasket. NOTE: The Fig* 7012 Flange provides a rigid joint when used on standard grooved pipe in accordance with Gruvlok specifications, therefore, no linear or angular movement ent at the joint is allowed. Sealing Surface o 13 Fig. 7012 with gasket % A #tnlFLl cow% § FIGm kf' F + x AimG Z� The Gruvlok Fig. 7012 Flange allows direct connection of Class 125 or Class 150 clanged components to a grooved piping system. The two halves of the Gruvlok Flange are hinged for ease of handling and are drawn together by a hatch bolt which aids in assembly on the pipe. A specialty designed gasket provides aleak-tight seal on both the pipe and the mating flange face., The Gruvlok Fig. 7012 Flange requires the use of a metal adapter insert when used against rubber surfaces. 1 GRINN LL 0 GRUVLO `LB0WS Fig. 7050 (CAST) C to E r f•� C Fig. 7051 Fig. 7052 C to E CtoE Or ' # ' , • m4 L a (WELD) 9 CIO E c 1. 9 Fig. 7053 c LO ■ Arne LU i Ln a L13. In I LUS. mlnnled LOS. 21/4 1 t C0.6 15/8 11i 83112 -/.f�+ 5I 3 441,01 0.3 111.3 02 3. 4- 9 0.1 88.9 0.4 63. 114 34 1.1 1 4 0.8 134 0.7 1380.5 37a 1•3 2111.0 3 011 4it. 4 04 .10111 03 3110 0.2 0 .5 0 1 '12 23/4 1.3 1 I 1 4 0.8 1 r 6 0.7 41/4 1.7 2' 1■ 40 rig, 8 0 r) 41-11.01 0.11 d1'1 #1 0.j1 34.9 0.3 108.0 0.8 63.5 0.6 31/4 1. 1C. 7 F1V Ii 1C 1IY0.9a G 3/4 1.7 5' }(�[ 1 r1 .) .17 � 4 -�1 11 1*1 1.1 69.8 0 21/2 3.1 21/4 2. 1.9 1'2 1.5 5 4.9 3 2.9 1 +1 W7 0.9 11 Pi 39.1 o. 7 1116.0 76.2 1. 3 '4.7 2 V2. G3. 'd 3.2 1'2 8 3/a . so loan 11C�i1 f 1 � i `i7 1. .1 0 9 11101 , 85#7 . 31/2 4 V2 G 5.94 4.21/213/4 1 14 .731/2 .3 +1.3 Lq11 4F 2 1 Cli 1.8 414.11 1.3 189.2 4.4 88.0 24 4 5 . C100 7.86.1C 21/8 1 4 3C.3 71/211. 7.2 Y �r 1 .1 11 ! 1 .� + 5 1 11.31/4'a 7. 2 5.0 91/2.3 5 12.2 1 1 4111 111126 ,3 i3.0 .3.3 2.3 241.3 9.2 127.0 55 6 61/2 18.1 31/2 11. C _3' 2 6.5103/4 29.751/217.4 ' 15 ,[0 7 S�7 f ! � ��♦I� � 11 `� 4 � Al 1*1 fl it ♦i � r9.4 , 508 ;3+0 273.0 13.5 1 17 7. 8 73/4 31.3 14 C19. 378 C17.. 2 10. 1 '4 71/4 34. 0 .1 �0 1 19 8 r 14 rC " 1 �10 �� ft,�I 1 ��}. 11- 362,0 .� 18�# 1 .�+ 153.0414 34.1 C 30.0218 14.5 1714 102 81/257A # # ` •1 1 1' 6 1!) 111.1 1:3 6 54,0 6.F) 4138. 2 46 3 2 15.9 260 12 10 78.2 1 .3 C 8 21/4 18.7 ' 149 182.6 300 • 4 1l '35 �� 133.11 1 1) # 1 8 18.:1 57. 8� 5 ,5 0.7 67. 54.0 37. 14 11 90.0 6 55.0 5 46.032.1 21 167 14 79.6 r . � � � 157.01 ' � 1 r 0.8 P,8. 14.0 633 75.8 .3 5. 16 12 113.0 1 4 77. 52.2 2 219 1 104.8 � 11 3 )�1 �i � 1 1 31 ] 1 � 7 0 .. 1 I] 1. 10.1 1 �`3.( ]0. 511 T4 18 1 '2 1 . .0 ' 5. 27 78 11 'A 132.5 � t1 ' fi T) 7 ,.1. 11,1.:3 4. 685.8 1 85.8 602 20 17' 4 2. 120.0 6 80.0 5 65.7 30 344 12' 164.0 ,i i1 # . 1 .0) 1_� ,�1 r, .#1 3i :3 1 . 70 .0 1 6.1 ;31 , #1 24 20 284.0 11 176.0 7 112.0 .0 36 498 15 237.0 Gon MIR 0 123 (1 i t1 7(1 1 i 1 _ 1 ,r1 1 ") 6 14.11 fi 31. 1 1 0 No equivalent metric pipe size. C - Cast malleable or ductile iron,, all others are segment -welded steel. "140'-24w Standard Radius 90'0 & 45* Elbows and all long Radius Elbows are also available in forged steel fabrications. Confer 10 011d dine ;n ions and wnjiql ils may diffor fr rn 11iat shown in the ch r1. Conl d Grinnell for dolni1 . me i GRINNELL* GRUVLOK C 40 I A PEES ION C to E �1 t - Qit �� ►;..� ' '. �f, + I -P,'-. I mo , i �� ,,,,fi�r. � ;�,-� •r� , � .ti 'Y '.. i'i.'•., ,il' r !4r bwl � • ^;, P '' �•�i *� CM1E ► �� 71 JM j Fl:+ •,' ; . .0 wd di, t' + V' 1. 6 No q iva lent metric pipe size. C- CastMalleable or Ductile til Iron, all others are Segment -Welded Steel. ,.li+* •++ *,• il''t ,+�,`�*5 ifs* i a roll IL 4 + 1 lip #- : I i- do • a i Fit +# E •� y� A u [ Reducing Tea Reducing Tee Fig. 7061 Fig. 7064 Fig. 7061 Hgo 7064 Std. w Thd. Br. Sid. /Thd. Br. Center Center Center Center Nominal Approx. Nominal Approx. Size To End To End Wt. Each Size To End To End Volt. Each Inches Inches Inches Lb . Inches Inches Inches Lb . 1111H 111111 111111 k U. III111 111111 ITIM 2x2x1 1/ C 31/4 C 2.6 16x19x6 9 C 9 55.0 (I�t �1 jJ r6 It (3 1 ' ., W 10X ISO 2213 F) 11 �.+1 2x x1' 2 1 4 C 31/4 C 2.7 lOxlOx8 9 C 9 64.7 21 x 2 1 2 3/4 4 4.4 1 x l 19 19 84.9 3x3xl 41/4 G 41/4 7.0 12xl x4 19 0 19 2,9.10 85.8 0 80X8005 I nit 101,11) 32 3nox"MOX Inn ?5JI 1 _29 3x3xl 1L 14 14 5.3 12xl2x5 10 10 87.0 8O AGY-1 1(m n 1080 j') .1 .ionx#i nx i n 54 0 11 0 3 9 5 xx2 414 414 5.5 1x1x6 16 16 88.3 #�yr /� �111 i w8 0 � � 1 108 fit ? () � '3��) ,1��}I'� 15 i .i4 ? al 410.1 UU2 1 41 4 ' 4 5.6 12x12x6 16 19 91.2 1 11 1 it ( ;) fM 3() ,- 3f1(1,,r 1511 0 5110 41,11 4x4xl 334 334 7.6 12xl 19 191 . 44 6 5 1 .2 14148 11 11 1 109.6 442 112 6 6 11.2 141410 11 11 113.E i noy i n(i x il� 1 :) I . 11C ,1 11 00 r +11l N '} 2794 5 1 .5 4x4x3 5 5 11C.4 14141 11 11 116.E 1 i 1 � .�� r 'V)(IX 1511:�c300 � #� 4 ?7�1_41 9 5x5x2 51/2 51/2 14.5 16xl6x8 12 12 135 1 1) : 1011"10014 0(l 11,111 4304 8 61.3 5x5x3 51/251/216.1 16xl6xlO 12 12 139 PJO 1, Y) 1 1:111. 7 7 3 4(111A*111001,I) .10+1 a 3048 6,I 1 5x5A C17.9C16 51/2 1 t 51/2 I f i 1 x12 1 12 0 142 '� 1 5,( 1 5Y 1 Of) E �3 7 1.i 1 41 1 r ■! 1 1} 1�1()�.tN :3 -1. , 4 6x6x2 1 61/2 26.4, 18xl8xlO 151/2 151/2 6x6x2l/2 61/2 C 6 '12 26.5 16x 16x 12 1 1/2 15 2209 c ��1 � �� 1 1f1x 1 ,rk � 1 .11 1 ! , 1 1 � � 1 A 439'A 7 :393 7 1)4 9 640 61/2 6 '12 26.5 16x16xl 151/2 211 11)0X 150y A 1) 16 1 1115 1 12 0 A 393 7 95 8 6x6x4 612 6112 26.5 14180 6 151/2 216 1 nx vin x 1(1f 1 165 1 10 1 393.7 7 9 6x6x6 61/2 61/26,9 20x2Oxl4 1714 258 11 1 Sox 1.,,il 1 +111; I G'.j 1 11iri 1 1 11 / Y 111 600 .650 .1:111 8x8x2 71/4 71/4 37.5 20x2Oxl6 171/4 263 [1 Y ()()�50 I'm 8 1 q 6 [� 17 0 0 (1 -6 00 x 4 0 0 41:18 ? 1 ? x x3 7 4 714 38.7 26x Ox16 17 4 278 0XP(10YIM I9f; 8 1 %o.R 1 /Ji 13 .2 1 1i x4 71/44 7 50.0 2424d 20 20 334 x x6 714 71/4 41.0 24x24xlO29 29 342 6x6x6 714 714 54.0 242412 20 20 349 1 (' 1 , ').1 11 { i ,l 00�,�(1 1 1 1 1 ,A lOxlOx2 9 9 61.8 4x4x 14 29 351 rl��}��+�.1#1�} �� 1 Oxl Ox3 9 9 63.0 24x 4xl6 20 357 SOX?,,)( 1L .' �, i ,r.,A f, 1� �11 1� 111+■+r1�1#T� �1 i 1 16 19x4 9 9 64.0 242418 9 362 19x16 6 9 9 r 65.1 242420 29 rrri 367 I • A No equivalent metric pipe size. C - Cast Malleable r Ductile Iron, all others are Segment -Welded d Steel. 17 . t DUC RS GRINN LL 0 GRU L K P acentric Reducers Fig. 7072 GR x GR E to E r---I CASTi E to E Fig. 7076 GA x TH0* E to E E to E Eccentric Reducers Fig. 7073 GA x GA Fig. 7097 GR x UP E to E E to E 0 U "i ��•+f ,� r 1p I f • ' ' 1� p 6 (WELD) Concentric Eccentric Concentric Eccentric Concentric Eccentric Nominal End toi I Approx. End To Approx, Nominal End to Approx. End To Approx, Nominal End to Approx. End To Approx,. Size End t. Each Endt,c 3Ie End Wt. Each End W. Each Size End WL Each End fit. Each Inches Inches Lbs, Inches Lbs. Inches Inches Lbs. Inches Lbs. Inches Inches Lbs. Inches Lbs. Min k Q. HIM kn. M111 kq. 111111 ' �'' 81/2 2.0 8'2 x 4 11'2 17. 18x1 14 7` .� lax �� _ -- -- ;' 1 0 f' 11 Ill] 18 1Y)/ 1fI 1 11 f� � 1 .-1rin � 1` i ,` 2x1 21/2 C1.22.56x54 11112 17.0 16xl 2 1 70.0 �r` i 1 r .'� ; �� 1 � 1 � i 111 � i s 1 f ! $41f1011I1 pit )tr �i ,11 11 .n . + 2x1 ' 4" 2112 U 9 2.5 8x4 8 9.0 12 23.0 18x 14 14 70.0 1.3 2.5 8X5 5 10.3 12 23.0 18X10 15 85.0 2x1 llz* 21/2 G 0 1 .3 R 1 0 31% 1 21/2x2 21/2 1. ' 2 4.0 8x6 5 10.6 12 24.E 1 18x12 18 85.0 3x2* 12 1.4 1/2 5.01Ox4 15.5 13 18x14 18 85.0 i lr ,fl i �1 ?f11 ' YIIt](in � ; .1 : ; 1` -1 A 1. + " 6 3 x 2 ' � 21/2 1.6C' 2 1Ox6 8 17. 1 36.0 18xl 6 1 85.0 I I .__. fib i r ,'+11 . '�R1 1 !� I 1�� +1.1� , 1 fl +1 25.0 13 37.0 20x12 20 125.0 31/2 x 3 9 '12 7.5 9 '12 7.5 1 Ox8 6 C t- 2111 3 .1 1 :I'll 3 �� +1 ,, �111-.9, 1?�M 1Y) 'I 1 1 3 :�+�f� 2 ��1 +�� ' 30 .fi t, !r-1 41 3 2.1 12x6 7 25.0 14 48.0 2 x14 125.0 42 3 2.4 10 7.0 1 2x8 7 3. 14 49.0 20x16 20 1. C C'� ' ` I ifloy'100 Sd 0 16 ! 11f1On 1f.: f1 . 4 x2 ' 2* 3 2.6 10 8.0 1 x1 G 7 38.0 14 52.0 20xl 8 125.0 In ifi 1 ;)11+1 0 '11'ti 3rill��. (1 1 'r' # i .-. i, 4x3` 3 3. 10 8.10 146 13 60.0 24xl 4 20 150.0 i nn or n 1 7 6 2 G I f) rl+ 0 +1 11 ` Y) e I YI 1311 2 2 l fi 11 1 r l# fill 0 43 Y2 3 3. 10 P. . 14x8 13 24x1 20 150 0" { 1) 1 I'; , rw.1 1 +1 1 +VMY2110 T)l(1 1 ,) [}DOY41 0 508.0 G8 5YxY 4 3 4. 11 1 *8 141 13 60.0 2418 150, I'1G `� 0 6x2" 4 4.7 11' 1. 1 x1 13 8 .8 � �� 4 x 150.0 1 #,� f #1 1 {l l r ", 1 .{t l;' 1 �! ,� ,r: tl 1 � fl i f � � 1f1 5041 r ii n rv- 606 4 5.4 11' 15.0 18x8 14 7. G1 r,fl1w 11 1 i h -- --- (CAST) (WELD) "Denotes available sizes for Fig. 7076 Concentric Reducer (GR x THD) and Fig. 7097 Eccentric Reducer (GR x THD) A No equivalent metric pipe size. C-Cast Malleable or Ductile Iron, all others are Segment -Welded Steel. SWAGED NIPPLES Fig. 7077 GR x GR E too Fig,, 7078 GR x THO EtoE F x Al. I AIN: Fig-v 7077, 7078t 7079 Swaged Nipple Nominal End to Approx. Nominal End to Approx. Nominal End to Approx. Nominal End to Approx, Size End t. Each Size End fit. Each Size End Wt. Each 3I a End Wt. Each Inches Inches Lbs. Inches Inches Lbs.. Inches Inches Leis. Inches Inches Lbs. Mill 111111 (I MM k(j. 111111 111111 k(i. 2x1 61/2 2.0 3X1 5.0 42 9 8. 6xl 12 19.0 1410,1 111,18 9 6 2xl 1/4 8' 2.0 3x1'2 8 5.0 4x 1 8.0 6xl 1 4 12 19.0 1►:., I , 1 �: 1 r1 1: 15 00 3049 a fi x1' 12 3x2 8 t3 x1 12 12 19.0 1,ilv.1 ! l�ir1 1111 :4iJ1 f1: I1)( r,opl) r2 3.6 3 C, ISrl Xel0 , 01. 21/2xl 7 3.5 3x2 Y2 8 5.0 431/2 9 8.0 6x2 12 19.0 I -ff 176 v)n-,,,ii 31l-1 8 6 2 112 x 11 4 7 3. 3' 2x3 8 7.0 5x2 11 12.0 6 x21 2 12 19.0 I1,.• ,' I `r I 1 1' ,i I !,.e,n 2 It, 4 1#► r{'f 1a1 21/2 x 1112 7 3. 41 9 8.0 5x2l/2 11 12.0 60 12 19.0 1� 1;, 311 011 111 21/2x2 7 3.54 x 11/4 8.0 11 12.0 6x4 12 19.0 I.1, I+ � 1 r r I x r I� M.: -e �' fi + I 1 �) ;i 1I +I 1 !��1 : 1 if 311t] 1 fi 3x1 8 5.0 4x1' 2 9 8. 5x4 11 12.0 6x5 12 19.0 t 4 go 4 Fig* 7079 GR x BEV No equivalent metric pipe size. 18 GRiNNELL • GRUVLOK • 1� de 9 I E to ADAPTERS* ±tit y t. f O.G.O. pv� y G R x FL Fig* 70831 7084, 7085 Fig. 7055 dig. 7083Groove Fig.7084 Groove Fig.7085Groove Class 125 U. Flange PX X Class 150 Flange X Class 000 Flange End Approx. End Approx. End Approx. Nominal To Weight To Weight To Weight Size End Each End Each End Each Inches Inches Lbs* Inches Lbs. Inches Lbs. F 3 1 2.2 8 2.5 8 3.6 03 J 76-2 1.11 7 6.? 1.1 ,2 1.6 1' 4 4 2.8 4 3.8 4 4.6 32 101.6 1.3 101.6 1. 7 101.6 2.1 1 '12 4 3.2 4 4,1 4 7.1 410 101.6 1.5 101.6 1.9 101.6 3.2 ' 2 4 5.2 4 6.0 4 8.2 50 101.6 2.4 101.6 2.7 101.E , 1.7 2 1 4 8.0 4 9.2 4 11.9 #. 101.G 36 101.6 4. 101.6 5,61 8 4 10.2 4 10■4 4 15.5 80 101.0 -1,6 101.6 4.7 10 1lr 7.0 31/2 4 12.0 4 14.0 4 21.0 101.6 5.4 101.E 101.E 0.5 4 5 17.2 6 19.1 6 28.0 100 152.4 7. 0 152.11 11.7 152A 5 8 21.4 8 1 23.0 5 35.0 125 152.4 9.7 152.4 10.11 1 4 15.9 0 8 26so 6 29.5 0 50.0 150 152.4 11.8 152.4 1 4'614 152.4 . 8 5 38.4 0 48. 0 72.0 00 152A 11.'1 152.4 197 15 di 32.E A No equivalent metric pipe size, n E toE Hgo. GR x FPT FIg. 7087 Female Thread Ada ter End Approx. Nominal To Weight Size End Each Inches ,inches Lbs. miry IM) k it ■ 1 21/16 0. 2.5 .4 0-3 1 14 21/16 1. 32 581 H 11 25/16 1.5 2 ' 1,6 0 63.5 0. 3 23/4 2.5 80 69.9 1.1 4 314 4.5 it i 0 Cf. TE GR x MPT C f� Fig. 7056 GH x MPT Fig. 7055 900 Adaptor Elbow Fig.* 7056 450 Adapter Elbow Center to Center to Approx. Canter to Center to Approx,. Nominal Grooved Threaded Weight Grooved Threaded Weight Size End End Each End End Each Inches Inches Inches Lb, inches Inches Lbs. MR] HIM 111111 k11. 11 M r11i» kq. 1 14 '4 0, 8 1 a A 0.6 F. , [ , •1a .t1 44. 0.3 1' 34 34 1 .0 � 1! 0.7 32 69.8 69 A 11,61.41 .11 .11 U. 1' 34 3a 1.2 A i A 0.8 •,i 6 9.8 619.H 0 U •1.1.4 44.4 0.4 2 ' 4 41/4 2.3 2 3 1.0 50 82.6 1 UH 1 50.8 76.2 0. 21 33/4 33/4 3.7 ' 4 21 4 2.2 6 95.2 95.2 1 a 7 57.2 .5+ 1.0 8 4' 4 5 6.5 2' 41 4 4.8 lit) 1015 0 15;"01 3.0 6 3+ 5 10 .E ' .o 31/2 412 61/4 8.2 21/4 23/4 4s AL 114.3 158 11 ,IJ 69.8 69,8 1.9 4 5 14 11.0 3 14 T5 100 1210 1 0 7 6.2 133A 34 0 61/2 61/2 19s.8 31/2 31/2 1 1 0 1 1!;0 1 W_J_ 1 1 S.1 9 0 810 88.9 5.0 8 714 73/4 0. 414 414 20.2 f�J6 R 191.8G.1J ►JV. 9+2 10 0 9 60,7 43/4 43/4 32*0 O 2211.6 2498 6 V7 6 120.6 120.E 181. 12 10 10 82.6 14 43.4 ■ / y 254 f) 4 31 ♦) ,51/4 F S3 . 133.4 i o A No equivalent metric pipe size. SPECIALT Y-- PEES C to FOR lk 17 IV- 14 I FIg. 7062 I..rr•s ■!■■F C to a ��i� � -4C to FOR Fig. 7065 lig. 7062 Bullhead Tee x GR x FPT Fig* 7065 Standpipe Tee (GR x GR x FPT) C To C T T C To Nominal End of End of Approx. Nominal End of End of Approx. Size Rory Branch t. Each o size Run Branch W1. Each Inches Inches Inches Lbs. inches Inches Inches Lbs, I k 5x5x8 74 5/2 31.0 4421/2 3/4 4 7.6 1 5 1 00 196 1:10. 1 4 1 1(1��:� 1 �1��1�� #�' f� 101 1� ;3 �� 6x6x8 73/4 61/2 37.6 6x6x2l/2 31/4 5'1811.2 1 ny1wy� nn 1 r,(I 165 1 17 1 1Ylv1 (I�d,111 I1:, (i 11 `i 1 I 21 .4 GRINNELL 0 GRUVLQK C to E UG C oss A P BULL P E to E t # k I ;,,y i *fi=;•fi r +,dd A Fig. 7074 i 1 5 4.2 125 75 # 1 6.0 150 8 13/16 11. () 1 1 5 n 10 11/4 19.0 � n -11 p q 7 12 1't 23.5 Fig. 7075 Fig. 70.75 Bali Plug End Approx. Nominal To Weight Size Fred Each Inches Inches Lbsr 2 4 2.5 21/2 5 3.1 8 8 4.4 4 7 7.4 10 18.5 r NIPPLES Fig. 7068 Fig. 788 Fig.78 Cross I Cress Nominal Center Approx. Nominal +Center Approx. Size To End W1. Each size To Erid Wt. Each inches Inches Lbs. Inches lathes Lbs, ni ni ICIin k U. III M 21/4 1.3 6 61/2 28.3 .972 150 165.1 128 1 23/ 2.1 73448.0 11/2 23/4. 2.5 10 9 70.0 110 6 , 1 + 1 2 5 0 228 f, 3 1 31/4 2.9 12 18 110.0 21/2 3 3/4 5.2 14 1 140.0 6 5.3 2.41 350 2,19.11 6 3.-5 3 41/4 7. 16 12 170.0 110 10,110 34 41011 .104I3 77 1 3/2 '/2 9.8 18 151/2 260.0 114,3 4,4 A 3937 117 12.2 20 1714 320.0 In 1270 r 113R-2 145 51/2 17.6 24 20 585.0 12 T, 119 "1 11(10. ling (I No equivalent metric pipe size. E to E Ito i■� to E E to � 4 POT Y 4' y ! h # ■ ++,-� { Fig. 7080 GR X GR Fig. 7081 GR z MPT Fig. 7082 GR x BEY Fig. 7086 GR x HOSE Fig. 7080 Adapter Fred 70817082 Nipples Approx. Fig. Hose End 7086 NIpples Approx. Fig, 7080 Adapter 70817082 Nipples Fig. Hose 7086. Ipples End Approx. End Apprm Nominal To Weight To Weight Nominal To Weight To welgkt Size End each End Each Size End each End Eact Inches Inches Lbs. Inches Lbs. Inches lathes Lbs. Inches Lbs. min 111m k mM kq. mm to � s 0.4 31/4 0.4 a s 5.5 71/4 5.5 I�i7 f}? �17.fi 07 10(} i57.4 2.5 lAy?. 15 1'/� 4 0.8 31/8 0.7 5 fi 7.4 91/4 8.1 :32 �qt G r1.�t �37.1 Q:i 1?.�i I�i7..�3 3.,1 2477 37 1'/z 4 0,9 4 0.8 6 6 9.5 11 13.2 440 101 r nil 1016 o.s t-5n 152.4 43 279 4 60 2 4 1,2 45/8 1.3 8 6 14.2 12'/2 24.0 �n M1.6 o. 117.5 a r> zno 152.4 r a 31,75 ono 2/: 4 1.9 51h 2.1 10 8 27.0 14 29.0 615 3()1 fi 0.9 13.97 10 7.50 203.2 17.7 355 fi 132 3 4 2.5 6 3.3 12 8 310 16 46.0 (in ini fi 11 152A t.5 :inn 2n.i.2 t 406 a ;0a 31/2 4 3.1- A lilt f, 1 i A No Equivalent metric pipe size. 22 V r� 0D -' i O L i-OTO-44 RL 900 ELBOW 45° ELBOW RQ— SPRINKLER HEAD SO'D ELBOW RL SIZE t4�M1� M17l PIPE (SOR l3w5l T9 = TAKE-OUT RD = RUN 9.D. L� 19/32 34 28/32 1 1 /3 2 1 14 5/16 15/32 5/8 19/32 4 81 /32 3/ 2 1 /32 2 1 /32 29/32 3 3/8' 4 '1 2 5/'16 21 /32 3 1/16 3 5/8 4 23/32 2 1/2 2 332 3 1/16 2 3/4 JUN 2 2 1998 _4 tit }F Sm SIZE RL = RUN LENGTH 9D .__. OUTLET 0. D. MEASUREMENTS ARE IN INCHES F." 2 1 /3 2 1/2 2 29/32 3 3/8 4 1 / 2 5/16 2 21 /32 3 1/16 3 /s 4 23/32 2 2 3/ 16 2 7/32 2 /16 NOMINAL (IN.) 0 1 3/8 1 1'1/16 1/1 2 /1 ra 9/32 1 /8 1 1 32 1 23/32 1 23/32 3/32 WEIGHT LB. FT. .166 .260 .412 .541 .846 L = OUTLET LENGTH I T ITEM WEIGHT 11] 3/8 1 11/16 2 1/16 2 8/ 16 2 29/32 1 3/8 17/32 1 '17/32 1 29/32 1 1 7/2 POUNDS .79 .136 .191 .22 .594 .055 .1'19 .176 .24 .O1O .187 209 .28 .297 J IL w TEE AEouciNG TEE RUN REDUCING TEE MEASUREMENTS ARE IN INCHES POUND SIZE AW #' /4 19/32 2 11/16 1 2 1 3/8 1 3 8 .110 *1 it 2 3 2 I 2 153 11/16 1 11 16 .103 01 " 29/32 3 2 /32 2 27/32 2 1 /'16 2 1 /'16 .264 1/2 1 1/32 4 7/16 35/16 25/16 25/1 .38 211 1 1 /4 5 19/32 7/2 2 29/32 2 2/32 .814 F��I OCJ'1'LET x ' x 4r' 19/32 23 32 3 25 /1611 �13/8 .161 1 4e� x � 1/4" x 314" 3/4 1 3/16 3 15/32 2 31/32 2 1/16 1 11/16 .28 1 4" x I '1 " x #1 " 3/4 1 1 /32 3 1 /32 2 31 /32 2 1 / 16 1 1"1 / 16 .264 # ''r 1' x 'i 'l r' x 4 3/4 1 11/32 3 7/8 3 114 2 s/16 1 11 /16 .363 ' 1/2 x -1/ x I " 3/4 1 3/16 3 7/8 3 1/ 2 /'1 1 1/16 .33 ' '112" x 1 1/ " x 11 " 29/32 1 3/16 4 3/18 .3 6/16 2 5/16 2 1 /16 38 2 ## Ir x 4 3/4 1 3/8 1332 3 1 /16 2 7/8 1 11 / 18 .598 1' x 211 x 01 #' 3/4 1 7/32 19/32 3 13/ 16 7 /8 1 1 '1 /'16 .572 IJ " x 1 1/211 1 1/32 r 1 14 5 1/8 4 1/'16 2 7/8 2 16 27 RUN OUTLET ' IN x nV4 " x " 19/32 7/8 2 27/32 2 1 /32 93 x 31411x 1 is 3/4 23/32 3 1 /3 2 15/32 -1 4" x #1r' x 3V4r# 3/4 1 3/16 3 3/$ 2 3'1/32 -1 411 x '' x " 3/4 1 1/32 3 3/8 2 31 /32 *1 -1 " x *1 x -1 4" 28/32 29/32 3 23/32 2 1 /16 '1 l2" x 1 4" x 3/4 3/4 1 3/32 3 11 / 16 3 114 '1 2" x ' -1 4" x I" 3/d 15/ 16 3 1 '1 / 16 3 1 / RUN OUTLET � 91/16 � 11/16 2 1/16 2 1/16 2 1/1s 2 5/16 2 5/1fi 1 3/e '11/16 11 /"16 i 1 '1 /'16 21/1 11/16 11/16 .147 .180 .264 .230 27 .341 .308 BULL HEAD 3/4" x I4" x I " 3/4 23/33 3 2 / 16 1 8/8 1 1 l l 18 .163 REDUCING -,/4 11 x .1 41, x ol 01/2 ## 1 1/32 1 1/32 1/32 3 1/4 2 1/16 2 /iE; .363 T E E 1 1/2" " x -1 " x " 1/ 1 3/16 29/32 3 7/8 2 6/16 2 7/8 .616 SPRINKLER HEAD TEE 4 x 3/4" x 1 / xI"x12" ## x " x -1/2" #i x l i x its 1 4" x 01 " x 11r� 14" 1 4" x I Pa� *l 1 " x '� x .� r 1I " x 1 14" x 1r# 1/2" x 1 " x 112#1 " x 211 x 2" 11 x 1 / " x 1 2 1/2 1 2/32 1/2 1/2 32 1/2 12 1 1/2 2 12 2 1 31 2 2'1 /3 3 /8 2 29/32 2 3132 3 21 /32 3 3/16 3 /8 /32 323/32 2 11/32 13/32 2 1332 2 17/32 2 17/2 3 2 13/'16 2 i3/16 3 11/32 3 11/32 13/32 1 2332 1 23/32 1 23/32 23/32 23/32 2 38 2 3/8 2 3/a 2 7/8 2 7/8 1 17/32 1 '17/32 1 '17/32 23/32 17/32 1 '17/32 23/32 17/32 1 '17/32 1 1/2 1 17/32 .216 .28 .275 .32 .286 .308 .36 .37 .396 .0 .539 i } {. V, l nf, gal 0 S' `#Flameaway MEASUREMENTS ARE IN INCHES POUNDS SIZE � NO I " !� ' � �I � \/vT 3A COVPLIPJC7 3/4" 1/16 � � 5/8 N/A i 1 3/8 N/A .D48 1" � 1/16 � � 15/96 � N/A i 1 11/'i8 N/A .081 '� 1/4" 1/16 2 3/32 N/A 2 1 /16 N/A .114 7 9/2" 1/16 2 1/2 N/A 2 5/1G N/A ,176 2" 1/16 3 3/18 N/A 2 29/32 N/A .333 REDUCING 'i" x 3/4" 1/16 1 25/32 N/A 1 11/16 N/A .077 COUPLING 01 '11 /4" x 1" 1/16 2 N/A 21/96 N/A .110 'i '1/2" x i " 1/16 2 7/32 N/A 2 5/16 N/A ,154 1 1/2" x 'i 1/4" 1/16 29/32 N/A 2 5/16 N/A .154 2" x 'I z/2" 5/32 3 1/32 N/A 2 7/e rv/a .323 GROOVED 7 1/4" 1 5/16 2 9/16 N/A 2 3/32 N/A .154 COUPLING 'r 1/2" 1 3/8 2 3/4 N/A 2 11/32 N/A .220 ADAPTER 211 1 15/32 3 N/A 2 pia N/A .297 FEMALE ADAPTER tea" 3/4 1 25/32 N/A 1 27/32 N/A .187 1 " 7/8 2 N/A 2 3/32 N/A .374 1 01/4" 29/32 2 5/32 N/A 2 19/32 N/A .464 7 1/2" 29/32 29/32 N/A 2 27/32 N/A .704 2" 15/16 2 1/2 N/A 3 13/32 N/A .814 SPRINKLER HEAD tea" x -1i2" 23/32 1 27/32 N/A 1 7/16 N/A .143 ADAPTER III x 1i2 spa 1 31/32 N/A 1 3/4 rv/a .165 1 " x 3/4" 3/4 29/32 N/A 1 23/32 N/A .242 SPIGOT SPRINKLER HEAD ADAPTER :,v W4 " x '1 13 " / " 5/3 5/3 1 13/16 3/3 N/A N/A N/A N/A i F ronn.. Flameaway MEASUREMENTS ARE IN INURES POUNDS BUSHING " X 4" 3/4 1 / N/A 1 1 /2 N/A .044 THE BUSHINGS AIDE FLUSH STYLE, 1 4 3/4" 2/4 1 /8 N/A 1 $ N/A 1 DIMENSIONS GIVEN ARE OVERLAP 29/32 1 /8 N/A 1 /8 N/A .077 NOT TAKE- OUT. 1 /2 4" 3/4 `� 9/is N/A 1 1 /8 / .165 -1 '� " 29/32 1 9/ i /A 1 1 8 NIA .132 *1 x 1 1 /4 31 /32 1 9 1 N/A 1 /S N/A .088 "x 3/4" 3 4 1 1 /16 N/A 2 19/ N/A .213 " I Is 29/32 1 1 /16 N/A 19/ N/A .242 "x 01 1 4" 31/32 1 1 /1 N/A 19/32 N/A .207 " ] 1 i #' 1 3/16 1 1 /16 N/A 219/321/ .172 1 L f� i 2081 Craig Rd.,/P.O. Box 28480 St. Louis, MO 63146 (314)878=4321 / (800) 325=3936 6" BELL SHOWN 1967 Leslie Street Don Mills, Ontario, Canada M3B2M3 (416) 441"1833 UL LISTED, FM APPROVED Sizes Available,* 6", 8", and 10.JUN 2 2 1998 Voltages Available: 24VAC 120VAC 12VDC (10.2 to 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: Fire Alarm General Signaling Burglar Alarm Environment: indoor or Outdoor Use (See Note 1 j -400 to 150°F {outdoor use require weatherproof backbox} Termination: 4 No. 18 AWG stranded wires Finish: Red powder coating Optional: Model BBK-1 weatherproof backbox These vibrating type bells are designed for use as fire, burglar, or general signaling devices,, They have low, power consumption and high decibel ratings. The unit mounts on a standard 4"square electrical box for indoor use, or on a model BBK.-1 weatherproof backbox for outdoor applications. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: SIZE VOLTAGE MODEL NO, STOCK NO. C RN` IAAX) TYPICAL dB @ 10 Fr. MINIMUM dB 0 10 He 0 12VDC PB 128 170 012 .12A 85 7 8 12VDC PBD 128 1708012 .12A 90 75 10 12VDC PBD1210 1710012 .12A 92 78 24VDC P B D246 1706024 .08A 87 75 8 24VDC PBD248 1708024 .08A 91 7 10 24VDC PBD2 10 1710024 .06A 94 7 8 24VAC PBA246 1806024 .17A 91 75 8 24VAC PBA248 1808024 .17A 04 75 10 24VAC PBA2410 181 024 .17A 94 75 8 120VAC PBA1206 1806120 .05A 92 82 8 120VAC PBA1208 1808120 .05A 99 82 10 120VAC PBA12 10 1810120 .0 A Weatherproof backbox model BBK-,,l Stk. No. 1500001 0 Notes: 1. Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories specified ire UL Standard 464. UL temperature range i -300 to 1 0*F. 2. Typical dB ratings are calculated from measurements rer ent made with a conventional sound level meter and are indicative Of Output levels in an actual installation. q FlGw 1 1 Cr BELLS o Vic. 0776-1 DIMENSIONS PBAwAC & PBD=DC FIG. 2 WEATHERPROOF BACKBOX BOX HAS ONE THREADED 1/2` CONDUIT ENTRANCE 5 3/4" 41 i 5/8" --+"Mi DWG. #776-2 FIG. 3 WIRING (REAR VIEW) D.C. BELLS (OBSERVE POLARITY) RED (IN) 0 Rip (OUT) FROM corrrRoL Plwa. TO NIXT BELL OR OR quo—of—urrE PRECEDING BELL RESISTOR BLACK (IN) AI.A+CK (OUT) WHEN ELECTRIC& SUPUMVON IS REQUIRED SSE IN AND CUT LESS AS SHE. NOTES. 1. OBSERVE POLARITY TO RING D.C. BELLS. . RED WIRES POSITFVE . . BLACK WIRES ES EAT 1 - . DWGe #776-3 A.C. BELLS raMrrE (IN) MM CONTROL PANEL CAR PRECEDING EELL MACK (IN) wHx (OUT) BLACK (OUT) • WHEN MECTRICAL SUPERMSION IS REQUIRED USE IN AND OUT LEADS AS SHE, NOTE: 1. WHEN USING A.C. BE TERMINATE EACH EOT RA WIRE SEPARATELY AFTER LAST BELL. . END-C -LINE RESISTOR IS NOT REQUIRED ON A.C. DELLS. L INSTALLATION 1. The bell should be mounted a minimum of 8 ft. from the floor or as close to the ceiling as possible. 2. Remove the gong. 1 3. Connect wiring (see Fig,. 3). 4. Mount bell mechanism to backbox (be[[ mechanism must be mounted with the striker pointing down}. 5. Reinstall the gong Abe sure that the gong positioning pin, in the mechanism housing, is in the hole in the gong}. 6. Test all bells for proper operation and observe that they can be heard where required {bells must be heard in all areas as designated by the authority having jurisdiction. 2081 Craig Rd.,/P. O. Box 28480 St.Louis, Mo. 63146 , 0 �0. Lil .1 JUN 19� V R 0 VANE TYPE WATERFLOW 1967 Leslie Street Don Mills, Ontario, Canada M3132M3 (314)878=4321 / (800)325w3936 (416) 441 owl 833 U.S. PAT. NO. 3921989 CANADIAN PAT. NO. 1009680 OTHERS PATENTS PENDING POTTER ELECTRIC, Rd., 1990 GENERAL INFORMATION L, ULC, CSFM & LISTED, NYBSA, FM & L PC APPROVED Service Pressure: Up to 450 PSI Minimum Flow Rate for Alarm: 10 GPM Maximum surge: 18 FPS Contact Ratings: Two sets of S.P. .T.(Form C 2.00 Amp.@0-30V C Resistive ConduitEntrances: Two knockouts provided for 1/2" conduit Environmental Specifications: • Suitable for indoor or outdoor use with factory installed gasket and die-cast aluminum housing. NEMA 4 Rated Enclosure - use with appropriate conduit fitting.. • Temperature Range 40°F/120017, 4*50C/49OCe • Noncorrosive sleeve factory installed in saddle. Caution: This device is not intended for applications in explosive environments Sizes Available: Pipe schedules 10 thru 40 sizes 2" thru B" BS 1387 pipe 50mm thou 200mm Service Use: Automatic Sprinkler One or two Family Dwelling Residential occupancies up to 4 Stories National Fire Alarm Code OpUonal: Cover Tamper Switch Order Stk. Na. 0090018 The Mode! VSR-F is a vane type waterflow switch for use on wet sprinkler systems. It is UL Listed and FM approved for use an steel pipe; schedules 10 through 40 sizes 2" thru 8". LPC approved sizes are 2" thru 8" (50mm thru 200mm). The unit may also be used as a sectional waterflow defector on large systems. The unit contains two singe pole, double throw, snap action switches and an adjustable, instantly recycling pneumatic retard. The switches are ac- tuated when a flow of 10 gallons per minute or more occurs downstream of the device. The flow condition must exist fora period of time necessary to overcome the selected retard period. ENCLOSURE:, The unit is enclosed in a genera[ purpose, cast alumi- num housing. The cover is held in place with two tamper resistant screws which require a special key for removal. Afield installable cover camper switch is available as an option which may be used to indicate unauthor- ized removal of the cover. See Bulletin MFG. #5400775 for installation instructions of this switch. NFPA-13 NFPA-1 3D NFPA-1 3R NFPA-72 INSTALLATION: See Fig.2 These devices may be mounted on a horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be accessible. The units should not be installed within s inches of a fitting which changes the direction of the waterflow or within 24 inches of a valve or drain. drain the system and drill a hole in the pipe using a circular saw in slow speed drill. The 2" and 2 1/2" devices require a hole with a diam- eter of 1 1/4" + 1/8" - 1/16% All other sizes require a hole with a diameter of 2" t 1/8". Clean the inside pipe of all growth or other material for a distance equal to the pipe diameter on either side of the hole,, Roll the vane so that it may be inserted into the hole; do not bend or crease it. Insert the vanes so that the arrow on the saddle points in the direction of the waterflow. Install the saddle strap and tighten nuts alternately to an eventual 50 ft-lbs.of torque (see Fig. 2). The vane must not rub the inside of the pipe or bind in any way. 1 ^Ab s r>♦ 'S „pia �•,�t� � y-} FIG. 1 WITCH TERMINAL CONNECTIONS CLAMPING 'LATE TERMINAL 1 M. 19 - CAUT10ti AN UNINSULATED SECTION OF A SINGLE CONDUCTOR IS NOT PERMITTED TO BE LOOPED 0".ROUND THE TER- MINAL AND SERVE AS TWO SEPARATE CONNECTIONS. THE WI RE MUST BE SEVERED TO SERVE AS TWO SEPARATE CONNECTIONS, THEREBY PROVIDING SUPERVISION OF THE CON- NECTIONS IN THE EVENT THAT THE WIRE BECOMES DISLODGED FROM UNDER TERMINAL.. FIG. 3 FIG. 2 RETARD ADJUSTMENT: TO CHANCE TIME TURN KNO8 (EITHER IRECTION FOR DESIRED TIME DELAY. USE THE MINIMUM AMOUNT OF RETARD NECESSARY TO PRINT FALSE ALARMS, A SETTING IS USUALLY ADEQUATE FOR THIS. FACTORY IS SET TO P'6r., TO INSTALL, DRILL A HOLE AS INDICATED: PIPE SIZE HOLE SIZE 7` TO 2 1/2" 1 1/4" + 1/8-1/iG' 30 TO 10" 2' f 1 lEr aiaEcrioN of wa-r�RFLow \\ V I DWG, #761-30 VANE TYPE WATERFLOW SWITCH WITH RETARD DO NOT LEAVE COVER OFF FOR EXTENDED PERIOD OF TIME TYPICAL ELECTRICAL CONNECTIONS LOCAL BELL TRANSFORMER OR BATTERY POWERED OPEN ON ALARM CLOSE ON ALARM SIGNALING DEVICE TYPICAL SWITCH ACTION OPEN ON �� CLOSE ON ALARM ALARM srnE e (CLASS 8) END-aF-urvE uEsisToR cKr. (SEA NJTE) OPEN ON ALARM (LOSE O R M 2, SUPERVISED LOOP (U:E NOTE) FROM CONTROL PANEL OPEN ON ALARM CLOSE ON A.ARM EOL RESISTOR TO ADD"L DEMES OR RETURN TO CONTROL 11 HTEN NUTS ALTERNATELY TO AN EVENTUAL 5OFT. -L. S OF TORQUE MOUNT ON PIPE SO ARROW ON SADDLE POINTS IN DIRECTION OF WATERFL_OW ROLL PADDLE IN OPPOSITE DIRECTION OF WATERFLO APPROX. RETARD SEI-TINGS IN SECS.) 0 1 - 5 a 0- C 5-55 D 50-- D- TOTE: FOR SUPERMSED CIRCUITS SEE *SWITCH TERMINAL CONNECTIOW DRAWING AND CAUTION DOTE (FIG. 1). a D. 1-1 NOTES: vmm� I. The Mode! VSR-F has two switches, one can be used to operate a central station, proprietary or remote signaling unit, while the other contact is used to operate a local audible or visual annunciator. 2. A condition of LPC Approval of this product is that the electrical entry must be sealed to exclude moisture. TESTING The frequency of inspection and testing for the. model VSR-F and, its associated protective monitoring system should beir) accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction (manu- facturer recommends quarterly or more frequently). If provided, the "Inspectors Test" value. that is usually located at the end of the most remote branch line, should always be used for Test purposes. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-F is not recommended or advisable. A minimum flow of 10 gpm is required to activate this device. IMPORTANT NOTICE: Please advise the person respon- sible for testing of the Fare Protection System thatthis system must be tested in accordance with the "Testing" Instructions. i 2081 Craig Rd., / P.O. Box 28480 JUN 2 Z 19bo 0SYSl1-11 -2 OUTSIDE SCREW AND YOKE VALVE V 1967 Leslie Street St. Louis, MO 63146=4161 Don Mills, Ontario, Canada M3B2M3 (314) 87843211 (800) 325=3936 (416) 441 = 1833 UL & CSFM LISTED, FM, APPROVED, & NYMEA ACCEPTED Dimensions: 6.19"L X 2.25"W X 5a8811H 15,7cm. L X 5,7cm, W X 1 H Weight: 2 lbs. /.9 kg. Enclosure: Cover - Die Cast Aluminum Finish - Red Spatter Enamel Base - Die Cash Zinc All parts have corrosion resistant finishes Cover Tamper: Tamper resistant screws, Optional cover tamper kit available. Contact Ratings: OSYSU-1--One set of S.P.D.T. (Form C) OSYSU-2—Two sets of S.P.D.T. (Form C) 15,v00Av @ 125/250VAC 2.50A @ 0-30VDC resistive Environmental Limitations: 40°F to + 140°F {-40°C to 60°C} NEIVA 4 & NEMA 6P Enclosure. Indoor or Outdoor Use (Not for use in hazardous locations, See Bulletin #5400705 OSY&U.-EX for hazardous locations). Conduit Entrances: 2 knockouts for 1/2" conduit grovided Service Use: Automatic Sprinkler NFPA-13 One or two family dwelling NFPA-1 3D Residential occupancy up to four stories NFPA.,l 3R National Fire Alarm Code NFPA--72 OSYSU-1 STK. NO. 1010106 OSYSU-2 STK. NO. 1010206 GENERAL INFORMATION: used to monitor the open pos The OSYSU is ition of an OS & Y (outside screw & yoke) type gate valve. This device is available in two models; the OSYSUml , containing one set of S a PR D.T. (Form C) contacts and the OSYSU-2, containing two sets of &P.D.T. (Form C) contacts,. These switches mount conveniently to most OS & Y valves rang- ing in size from 2" to 12". They will mount on some valves as small as 1/2". Replacement or additional cover screws and hex keys are available. See ordering information on page 4. OPTIONAL COVER TAMPER SWITCH: Afield installable cover tamper switch is available as an option which may be used to indicate removal of the cover. See ordering information on page 4. TESTING: The OSYSU and its associated pro- tective monitoring system should be inspected The cover is held in place by two tamper resistant and tested in accordance with applicable NFPA screws that require a special tool to remove. The codes and standards and/or the authority having tool is furnished with each device and should be jurisdiction (manufacturer recommends quarterly left with the building owner or responsible party. or more frequently). PRINTED IN USA MKT. #8820004 - REV E PAGE i OF 4 MFG. N5400979 - 6/94 FIG. 1 0SYSU=1 , -2 OUTSIDE SCREW AND YOKE VALVE 'SUPERVISORY SWITCH SMALL VALVE INSTALLATION -1/2" THRU 2 9/2" SIZES THESE SWITCHES MOUNT CONVENIENTLY TO MOST 2" TO 12" OS & Y VALVES. THEY WILL MOUNT ON SOME VALVES AS SMALL AS 1/2". J-HOOKS MAY BE REQUIRED ON VALVES WITH LIMITED CLEARANCE. CLAMP BAR CARRIAGE B[ SMALL VALVE INSTALLATION 1. Remove and discard "C" washer and roller from the trip rod. 2. With the valve in the FULL OPEN position, locate the OSYSU across the naive yoke as far as possible from the valve gland, so that the trip rod lays against the non -threaded portion of the valve stem. 3. Loosen the locking screw that holds the trip rod in place and adjust the rod length (see Fig. 4). When adjusted properly, the rod should extend past the valve screw, but not so far that it contacts the clamp bar, Tighten the locking screw to hold the trip rod in place. NOTE: If trip rod length is excessive, loosen the locking screw and remove the trip rod from the trip sever. Using pliers, break off thip one (1) inch long notched section (see Fig. 5). Reinstall trip rod and repeat Step 3 procedure. 4. Mount the OSYSU loosely with the carriage bolts and clamp bar supplied. On valves with limited clearance use J-hooks supplied instead of the carriage bolts and clamp bar to mount the OSYSU. 5. Mark the valve stem at the censer of the trip rod. SLOTTED MOUNTING HALES MAY BE USED FOR FINE ADJUSTMENT OF SWITCH ON BRACKET BRACKET DWG. #979-3 6. RemovetheOSYSU. File a 1/8"deep groove centered on the mark on the valve stem utilizing a 3/16" diameter straight isle. Round and smooth the edges of the groove to prevent damage to the valve packing and to allow the trip rod to move easily in and out of the groove as the valve is operated. 7. Mount the OSYSU with the trip rod centered in groove. 8. Final adjustment is made by loosening 2 screws (see Fig. 1 y and sliding the OSYSU on the bracket. Adjustment is correct when switches are not activated with the trip rod seated in the valve stem groove and that the switches activate when the trip rod moves out of the groove. 9. Tighten the adjustment screws and all mounting hardware. Check to insure that the rod moves out of the groove easily and that the switches activate within one turn when the valve is operated from the FULL OPEN towards the C LOS E D position. NOTE: CLOSE THE VALVE FULLY TO DETERMINE THAT THE STEM THREADS DO NOT ACTIVATE THE SWITCH. THE SWITCH BEING ACTIVATED BY THE STEM THREADS COULD RESULT IN AEALSE VALVE OPEN INDICATION. MFG. #5400979 - 6194 { 4 i FIG. 2 OSYSUml , -2 OUTSIDE SCREW AND YOKE VALVE SUPERVISORY SWITCH LARGE VALVE INSTALLATION an 3" THRU 12" SIZES 3' THRH 1P# VALVES L1c� BELTS, CARRIAGE BOLm ON INSIDE OF. YOKE, IF IS SUFFICIENT CLEARAt SLOTTED M❑UNTING HOLES, MAY BE USED FAR FINE ADJUSTMENT OF SWITCH ON BRACKE� DWG. #979-4 LARGE VALVE INSTALLATION rAPPTAF-,F- With the naive in the FULL OPEN position, locate the OSYSU across the valve yoke as far as possible from the valve gland, so that the trip rod lays against the non -threaded port ion of the valve stem. 2. Mount the OSYSU loosely with the carriage bolts and clamp bar supplied. 3. Loosen the locking screw that holds the trip rod in place and adjust the rod length (see Fig. 4). When adjusted properly, the rod should extend past the valve screw, but not so far that it contacts the clamp bar. Tighten the locking screw to hold the trip rod in place. NQTE:'If trip rod length is excessive, loosen the locking screw and remove the trip rod from the trip fever. Using pliers, break off the one (1) inch long notched section (see Fig. 5). Reinstall trip rod and repeat Step 3 procedure. 4. Mark the valve stem at the center of the trip rod. 5. Remove the OSYSU. File a 1/8" deep groove centered on the mark of the valve stem utilizing a 3/81' diameter straight file. DD A r% FoT I BOLTS IIRED> LLER ROOVE YOKE E STEM :1 ROD Round and smooth the edges of the groove to prevent damage to the valve packing and to allow the trip rod to move easily in and out of the groove as the valve is operated. 6. Mount the OSYSU loosely with the trip rod centered in groove. 7. Final adjus#men# is made by loosening 2 screws (see Fig. 2) and sliding the OSYSU on the bracket. Adjustment is correct when switches are not activated with the trip rod seated in the valve stem groove and that the switches activate within one turn when the valve is operated from the FULL OPEN towards the CLOSED position. 8. Tighten the adjustment screws and mounting hardware. Check to insure that the rod moves out of the groove easily and that the switches activate within one turn when the valve is operated from the F U LL OPEN towards the CLOSED position. NOTE: CLOSE THE VALVE FULLY TO DETERMINE THATTHE STEM THREADS DO NOT ACTIVATE THE SWITCH. THE SWITCH BEING ACTIVATED BY THE STEM THREADS COULD RESULT IN AEALSE VALVE OPEN INDICATION. PRINTED IN USA MKT, #8820004 n REV E FG. #- 6/94 PAGE 30F4 --Ike 1� OSYSUM1 9 -2 OUTSIDE SCREW AND YOKE VALVE SUPERVISORY SWITCH �' �Q'� •�' '� ay � i�^r � �ff �'. V�V SIsr �� FIG. 3 DIMENSIONS 4 3 ir 225 X 0 156 FIG. 5 ROD EXTENDED DG. 97- BREAKING EXCESSIVE ROD LENGTH DWG. #979-7 ORDERING INFORMATION M Q M)p I ES RIEM Y U-1 outside Screw & Yoke -Supervisory S1 It h (Single switch) OSYSU-2 outside Screw & Yoko-SuporvIsory Switch (Double switch) -- Corer Screw �# Hex Key for Corer Screws and Installation Adjustments -# Optional Corer Tamper Switch Kit For pressure reducer type valve installation kits if required) contact valve manufacturer. 1010106 101020 5490293 202 0090131 FIGm 4 PARTS I Fo o CRAW CREW 9- TYPICAL ELECTRICAL CONNECTIONS L>L CIRCUrr To POWER FO INDICATING IN DEVICE TO SUPERVISORYI RCU rr OF CONTROL PANEL N.O. co I. N.C. INDICATING D EM C E I I N.O. END OF UE RESISTOR DWG. # 97 - 1 Contacts shown in normal (valve open) condition. TYPICAL SWITCH ACTION OPEN VALVE POSITION CLOSED VALVE POSITION COM. N,O COM. N.O. SW#1 SW#i � I N.C. � N.C. COM. � N.0 CAM. � N.O. SW #2 SW #2 � N.C. � � N.C. DWG. #979-2 I 4M Fii !!-!lF F+.. w "F++ •�. • • # • •. w � ti i.it M+-i• t! iili i! ffi'F!!i•'H•,#�-M�FlM•ltt�'. •�!4!t'4Ft•'/tit'+"fa.a�M,i rtfT+Y,r#iei��t•W t-u'timtl -iifi! i#a,iY s•Trt ir-.f,t-rty+ #�tY-f ria-'# , i- _ _ �`Y��.r ..ratty+t 1 % # r •• t .. �• • �.'+ •++}!. +_t!+++r , +. .+ i * +i• +tt .. ..�,1�` 1 t wr+aa+ .4pi"_4 //1 wt. tr i+i r.,t ,- •i, w-.l s. !*fi+�r ti.. r++�t a. * i+t + + i' ��,ta+'i+-t-t++�_.ta 16 • y.L 'xL+� tit•r ti T9 , , - �x ; r.# � ICI Y L~•� • J•. f,'y .. +l.f t .. • .• � � .*� .� _ a ., .+ .,i�• - tix+x,•if �` V A• f f ~J` yr• - •� t ! - �f �' ,�y .. �. , .fir' „{?•;;� �} wr - . _ k ti '. . K •.•,T•. •i'L y w . 7;tl� .,J_ ,##*il'"'_-} rf:*.•_.'�_..-,�. L- •� -l4 ,#YI u\ oo, •�'-,•+, •'1�, k. fix, ';•, 1{' t+ •-��.' -'1 dr - .+ • L41 �� ! �"': � k y �i+R• ti1 * e .iF� f �{� '+1a+r , a\; a 5�* i� ..ti, Rpr 76 %i wL _ - ti+ i ti Y 41 i�#t`{4 t/`a/`f..ti •}.L.Lt L.L*4i.i •ir4 v'#4r rx ! . ._. , +„ .._ , _.._. ... ..__rt- t •t ,. • - ___ .. .. ... . - .. ..if,i ,. _. , - -„, �.+i-'t.i+t i. _.._y •,iL �... .. _,. �t v. �+ - • f - x { Application The Ames 20OOss provides positive drip -tight closure against the reverse flow of non potable liquids caused by a cross connection. The 20OOss can be used in fire protec- tion systems, irrIgation systems and other systems requiring low and intermediate hazard protection. Operation In norms! flow conditions, the inde- pendently operating check valves remain closed until there is a de- mand for' water. Each of the check valves in'series is designed to open at approximately (1) PS! pressure differential in the direction of flow. At cessation of flow or under a back pressure condition,, both check valves will close until the resump- tion of nornul flow. Installation The 20OOss should be installed with adequate clearance and easy ac- cessibility for maintenance and. testing. The 20OOss may be in- stalled vertically -or horizontally. Refer to local codes for specific installation requirements. i IF LW i s • Simple -service procedures, re- quires no specia I tools. • Patented' cam -check assembly for longterm reliability, towhead loss, ease of serviceability. 'Patent fi510460,525 r 0 NafionalApprovals�''" Approved by all national approval E3 Features agencies. • Lowest documented head loss. • Nonmcorrosive 300 series stain-m less steel constructiond • 50% lighter in weight, reduces installation and handling costs. • Only assemblyASSE 1015 verti- callyapproved. • 40% shorter end to end dimen- sions forcompact,, inexpensive in- stallation. • Excellent for re trofit applica tions. • Single two -bolt grooved style cover for quick and easy access. 0 10 ral EL 20OOss EP Ames 2000ss - Weights & Dimensions (inches) SIZE A B C D E(Open) F NetGalesb�� Net G2tes� 21/2' 22d 38 10" 31/2 163J8' 7' 1401 531 T 22* 380 10" 33/4' 221/4' 71/2* 2151 551 4' 226 40' 10' 41/20 231/2' 9' 225i 58# 6' 271/2' 481/2' 15K 51122 301/2x 11' 3751 105t1 021/2"& 3"Documented Flow Characteristics (including shut-off valves) ■ a ■ ■ ■ ■ ■ i i ■ • t ■ ■ • a 4 ■ # ■ s # ■ i i # # f • ♦ t • # i * ; t i a i i • • ■ • # # # ■ r # ■ ■ • * s ■ t • a ■ # • # ■ ■ s • ! • # • ; 7 # • ! • ■ ■ ■ # • ; s • # * ■ ■ i ■ ! ■ * ■ ; # ■ # • s # ■ a ■ • ■ • + # ■ ; t ■ ■ * # ! ■ ■ ■ + • i ! • ■ • t a t ■ • # r # ■ r ■ • 2 112 ■ ■ ■ i i # i i # # i # ; # # # i ■ # # # # i ! ■ # # ■ f # ■ s * i a ! ! ! ■ ■ ■ ■ * ■ # ! s rt ■ i ; # # t * # i ■ # ! ■ • • ■ t i ■ ■ # f # i ■ + ■ ■ 3■ i ■ ■ • ; ■ y ■ i # a # a a a # ■ a ■ ; ■ i # i ! r • i • ! i ; i # # ■ ■ s ; i # ! i * # # t i ■ i i # # # i ■ # ■ # # i ! • ■ # 4 too seem i ■ # i ■ Pease 010 i a i ■ a ■ i i ■ ■ # ■ i ! # ■ i # # ■ i ■ • • # i # ■ ■ • # • • • i s f # i 0 # • i ■ ■ i ■ # ■ i ! i ■ i ■ ! • i ■ i ■ ■ • i # i * i • ■ i~ • ■ a ■ # f # • s • • • ■ ■ i # ■ owe ! r . . * ■ ■ ■ ■ • ■ i i t a ■ # ; # i • ■ # rt r . ■ ■ • i ■ f ■ i ; ■ r ■ ■ ■ • • s i 4 s ■ . i s + ■ ■ • # . # ■ ■ ■ ■ ■ i • ■ ■ ■ ■ ■ ■ ■ ■ ■ • • ■ ■ ■ # . • i s 0 Epp 200 300 400 Row Rate (GPM) 10 Q8 as y Q 2 n 4"Documented Flow Characteristics (Including strut -off valves) 500 600 GPM • ■ i ■ ■ ■ ■ • # i # ■ * i ■ a ■ ■ ■ ! # # f i • ■ t • # # ; # ■ f # • • i # ■ ■ ■ # ■ ■ ■ f • ■ ■ # ; ; ; ■ ; * ; t # • ■ # ■ ■ ■ ■ • ■ ■ ; ■ ■ ! ■ # # woes ■ ! # 08 ■ a ; ■ a # i # i i # ■ a # # ■ # # ■ ■ ! a i # • • # # • * • # a # a ■ F * i # # ; i ; t ■ # ■ ■ i ■ t ; s # ■ # i ■ • • r ■ # • • ■ r • i ■ i # # # s # # # # a # ■ # t ; # i # i # . i ■ i • + t ■ ! • a # a ■ # ■ # # # IF ■ ■ • ■ # # i + ! i # # ■ ■ # ■ * i # a ! # * t # # ■ t # t ■ # . 7 # i t • i • ■ f t • # # ■ • * # s # a ■ * * ■ # i # ! i • f ■ * # ■ 4 # ■ s ; ■ f # ! ■ ■ ! # a ■ � ■ i ■ * ■ ■ • a # • i # ■ • # # ; • a • * # ; # # • • # # a ■ i ■ # ! ■ i ■ ■ # t IF ■ i a # t i # i ■ i ■ # ■ # rt # # # • t ! ! ■ # ■ # • ■ i * # # • # # # ■ # ■ • • ■ ! i i ■ ■ ■ i ■ ■ ■ i • a a ; # # # a i # # . # # # t # # i f i . # ■ ■ • ■ f i • • ■ i ■ i a f ■ ! i i # � i i # ■ • r ! # # # • ; # t • ■ # # • • s # • # t # r t r . • ■ ; ■ • ; • ■ ■ ■ ■ # a # ■ # • • s ■ # ■ ; ■ ■ • ■ s • # ■ & ! i . . ■ ■ • s ! • # ; • s s ■ r # s ■ ■ s ■ ■ ■ • ; t ! ■ ■ fi * ! a # i • • a i • i # ■ • f a # ! ■ i # # ■ • # i i # • ■ ■ f ■ ■ r # # ■ 0 100 200 300 400 Row Rate (GPM) 10 6"Documented Row Characteristics (Including shut-off valves) 500 600 GPM # # * t � i • f i * # ■ ■ f i t t i • ■ ■ f ► ! i i # * * i # # ■ ■ • ■ ■ ■ ■ # ■ • i t ■ # # it ■ ■ ■ ; # • ! ■ ■ ■ ■ a t # ■ ; i # # a a ■ f # • ■ * ■ • + ■ i ■ ! r # ■ ■ # • ■ * s # ■ ■ i ■ i • ! ; # ■ ■ 4 # a # • ■ ; s * # i i i * ■ # • ; ■ ■ ■ i * # ■ ! t 4 # i a ■ 6 # ■ ■ ■ • ■ ■ # r • * • M # • • # ♦ ■ • • • + 4 * t i # # • ■ i i i ; # # ■ # # * # ■ ■ ■ ■ # # ; • • • ■ i # # ! t s ■ i ■ i # • # ■ # i # ! ■ a ♦ • # # ■ • ; • ■ r ■ * ■ ■ t ■ # # a ■ ■ ■ r ■ * ■ E ■ ■ ; ■ i ; # # # # • t ■ ■ t # a i ■ i • # ; f # • ! i • # t # ■ ■ # # a ! ■ It ■ ■ • i ■ * } ! # # i • ! i i i # # # # f # ■ # ! # i 4 # * * i s * # # # t # * * i * # ! i i i • • ■ Bib • ■ t • * a ; i # i # ■ i i a s i i i • ■ ■ # i t ■ • ■ i i * ■ # ! # ■ a # # # • * # ■ ; t # # ■ • • ■ # ■ ■ i • ■ # # ■ ! ♦ i ■ � i ■ • a # ■ ■ ■ i ■ # • * # ■ # # a * * • * ■ ■ ■ i ■ ■ ■ # ♦ t F. i r • r s ■ # i i ! # • ■ ■ i ■ ♦ ■ # • i # # ! ■ ■ # # ■ t • # • # 6 # ■ ! • # ; ■ i ■ • ■ ■ * * i ■ i ; ■ * ■ i i ; • • • # i • ■ # # i # # ■ # • # # # ■ a i # # ■ * # ■ # • a ■ Aso 500 750 taoo Flow Rafe (GPM) ENEi 1500 GPM 13 Specifications The double check shall consist of two independently operated spring loaded cam -check valves, required test cocks, and optional inlet and outlet resilient wedge shut off valves . Each cam -check shall be internally loaded and provide a positive drip tight closure against the reverse flow of liquid caused by back siphonage or back pressure. The modular cam -check includes a stainless steel spring and cam -warm, rubbe r fa c e d disc and a replaceable seat. The body shall be manufac- tured from 300 series stainless steel, 100% lead free through the waterway, with a single two -bolt access cover. No special tools shall be required for servicing. Double check shall be Ames 2000s& 13 Physical Characteristics Sizes - 21/2', 3 ; 4', 6' Rated working pressure - 175 psi Hydrostatic Pressure w 350 psi Temperature range - 32°F-1i0°F Flange dimension in accordance with AWWp Class D All internal meta! parts 300 series s ta inle ss steel Construction 300 series stainless steel Assembly shall be ASSE 1015 approved for vertical installations, A WWA C510-89 "Contact the factory for specific approvals M82-53 8194 f El 8" (See our ModeI20176SE) 916e666o,2493 1485 Tanforan Avenue P.O. Box 1387 Woodland, CA 95776 Fax 916.666.3914