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GPs 201 q- ©©c AFP SYSTEMS, INC. 3 3"1 Sw Kabl � 19435 S.W. 129th AVENUE TUALATIN,OR 97062 RECEIVED HYDRAULIC CALCULATIONS MAY 8 2014 FOR CITY OF TIGARD CONSOLIDATED SUPPLY CO. BUILDING DIVISION file: 14013 CANOPY DATE: 4/21/14 -DESIGN DATA- OCCUPANCY CLASSIFICATION: MISCELLANIES STORAGE GROUP IV DENSITY: .20 GPM/SQ.FT. AREA OF APPLICATION: 1950 SQ.FT. COVERAGE PER SPRINKLER: 130 sq.ft. MAX. NUMBER OF SPRINKLERS CALCULATED: 17 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 460.0 gpm TOTAL WATER REQUIRED (including hose) : 710.0 gpm FLOW AND PRESSURE (@ BOR) : 460 gpm @ 84 psi SPRINKLER ORIFICE SIZE: K=5.6 NAME OF CONTRACTOR: CONSOLIDATED SUPPLY CO. DESIGN/LAYOUT BY: VENI TKACHENKO AUTHORITY HAVING JURISDICTION: CITY OF TIGARD, OR cj PRope6,, c, J. 4%G� 'p %2 J 54330PE r`c�. �OREGON 908E<Y13 1c3 - 9 0t�,, ATC. S� • Expires: I a . ` + `a a • • J. WATER SUPPLY ANALYSIS to y Static: 103. 00 psi Resid: 100.00 psi Flow: 2564 . 0 gpm y H 120.0 a 1 r ■LEGEND m N lil Available pressure 1D 102.72 psi @ 710.0 gpm H tv a o Co H H .P 1 11 Required pressure w 90.54 psi @ 710.0 gpm n 100.0 ♦A. .Scrc .Sitp r.f]li .GHiY.A.... z n G B. System Demand Curve O " m 2 K w, z A ro z U x L-1 G 'A m o xl E 80 . 0 Wt„ K n m O H P Z X R o x E H ►C O d S• 60. 0 r1 c d r U H m n R ro y E r K r K ( 40 . 0 r m P n m s 1- i x. 0 H 20 . 0 n z 0 ea ro 1-C w • W m cn f*]• N 0 . 0 -14 . 7 640 940 1100 1400 1400 2100 2400 2400 3100 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/29/2014 C:\AFP\14013 CONSOLIDATED SUPPLY\CALCS\14013 CANOPY.SDF JOB TITLE: 14013 CANOPY NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 103.0 100.0 2564.0 102.7 710.0 90.5 • AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 710.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 460.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 217 12.0 K= 5.60 18.4 24.0 216 12.0 K= 5.60 18.5 24.1 215 12.0 K= 5.60 18.8 24.3 214 12.0 K= 5.60 19.6 24.8 213 12.0 K= 5.60 21.0 25.7 212 12.0 K= 5.60 23.1 26.9 211 12.0 K= 5.60 26.1 28.6 210 12.0 K= 5.60 30.3 30.8 209 10.5 K= 5.60 19.6 24.8 208 10.5 K= 5.60 19.7 24.8 207 10.5 K= 5.60 20.0 25.1 206 10.5 K= 5.60 20.9 25.6 205 10.5 K= 5.60 22.3 26.4 204 10.5 K= 5.60 24.4 27.7 203 10.5 K= 5.60 27.5 29.4 202 10.5 K= 5.65 31.8 31.9 201 10.5 K= 5.60 39.4 35.2 29 10.5 - - - - 20.9 - - - 28 10.5 - - - - 21.0 - - - 27 10.5 - - - - 21.4 - - - - 26 10.5 - - - - 22.3 - - - 25 10.5 - - - - 23.8 - - - 24 10.5 - - - - 26.1 - - - 23 10.5 - - - - 29.4 - - - 22 10.5 - - - - 34.0 - - - 21 10.5 - - - - 40.1 - - - • 82 10.5 - - - - 58.8 - - - - 81 19.0 - - - - 71.8 - - - 90 19.0 - - - - 74.5 - - - 89 19.0 - - - - 75.9 - - - TR1 19.0 - - - - 76.3 - - - DT1 4.2 - - - - 82.8 - - - DB1 2.0 - - - - 84 .1 - - - 4 1.0 - - - - 84 .5 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/29/2014 C:\AFP\14013 CONSOLIDATED SUPPLY\CALCS\14013 CANOPY.SDF JOB TITLE: 14013 CANOPY NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 3 0.0 - - - - 85.2 - - - BF2 0.0 - - - - 85.6 - - - BF1 0.0 - - - - 89.6 - - - 2 0.0 - - - - 89.7 - - - 1 0.0 - - - - 90.3 - - - SRC 0.0 SOURCE 90.5 460.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/29/2014 C:\AFP\14013 CONSOLIDATED SUPPLY\CALCS\14013 CANOPY.SDF JOB TITLE: 14013 CANOPY NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 Source 0.0 900.00 140 0.2 SRC 0.0 90.5 460.0 2 U12.00 T:98.0 108.00 0.0 1 0.0 90.3 460.0 12.460 G:10.0 1008.00 0.000 0.2 Pipe: 2 0.0 0.0 400.00 140 0.6 1 0.0 90.3 460.0 BF1 U8.000 T:59.0 66.00 0.0 2 0.0 89.7 460.0 8.390 G: 7.0 466.00 0.001 0.6 Pipe: 3 0.0 0.0 40.00 140 0.1 2 0.0 89.7 460.0 BF2 U8.000 T:59.0 59.00 0.0 BF1 0.0 89.6 460.0 8.390 99.00 0.001 0.1 Pipe: 4 0.0 Fixed Pressure Loss Device BF1 0.0 89.6 460.0 3 4.0 psi, 460.0 gpm BF2 0.0 85.6 460.0 Pipe: 5 0.0 0.0 360.00 140 0.5 r BF2 0.0 85.6 460.0 4 U8.000 ---- 0.00 0.0 3 0.0 85.2 460.0 8.390 360.00 0.001 0.5 Pipe: 6 0.0 0.0 45.00 140 0.6 3 0.0 85.2 460.0 DB1 U8.000 E:31.0 90.00 -0.4 4 1.0 84.5 460.0 8.390 T:59.0 135.00 0.001 0.2 Pipe: 7 0.0 0.0 1.00 120 0.4 4 1.0 84.5 460.0 DT1 6.000 ---- 0.00 -0.4 DB1 2.0 84.1 460.0 6.357 1.00 0.007 0.0 Pipe: 7A 0.0 0.0 3.00 120 1.3 DB1 2.0 84.1 460.0 TR1 6.000 G: 4.0 39.00 -1.0 DT1 4.2 82.8 460.0 6.357 D:35.0 42.00 0.007 0.3 Pipe: 7C 0.0 0.0 15.00 100 6.5 ` DT1 4.2 82.8 460.0 89 6.000 ---- 0.00 -6.4 _ TR1 19.0 76.3 460.0 6.357 15.00 0.009 0.1 Pipe: 7E 0.0 213.1 81 28.00 100 0.4 TR1 19.0 76.3 246.9 90 6.000 E:12.8 12.85 0.0 89 19.0 75.9 460.0 6.357 40.85 0.009 0.4 Pipe: 8 0.0 0.0 70.00 100 1.4 89 19.0 75.9 246.9 81 S4.000 ---- 0.00 0.0 90 19.0 74.5 246.9 4.298 70.00 0.020 1.4 Pipe: 9 0.0 460.0 82 133.00 100 2.8 90 19.0 74.5 -213.1 89 S4.000 E: 6.4 6.42 0.0 81 19.0 71.8 246.9 4.298 139.42 0.020 2.8 r SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/29/2014 C:\AFP\14013 CONSOLIDATED SUPPLY\CALCS\14013 CANOPY.SDF JOB TITLE: 14013 CANOPY Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) ' Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 10 0.0 460.0 82 240.00 100 4.2 89 19.0 75.9 -246.9 90 S4.000 2E:12.8 34.97 0.0 81 19.0 71.8 213.1 4.298 T:22.1 274.97 0.015 4.2 ' Pipe: 10A 0.0 0.0 55.00 100 13.0 81 19.0 71.8 460.0 21 3.000 2E:14.3 14.27 3.7 82 10.5 58.8 460.0 3.260 69.27 0.241 16.7 • Pipe: 11 0.0 35.2 201 56.00 100 18.6 82 10.5 58.8 424.8 22 3.000 E: 7.1 21.41 0.0 21 10.5 40.1 460.0 3.260 T:14.3 77.41 0.241 18.6 Pipe: 12 0.0 62.7 202 10.50 100 6.2 1 21 10.5 40.1 362.1 23 2.500 ---- 0.00 0.0 22 10.5 34.0 424.8 2.635 10.50 0.586 6.2 Pipe: 13 0.0 58.0 203 10.50 100 4.6 22 10.5 34.0 304.1 24 2.500 ---- 0.00 0.0 23 10.5 29.4 362.1 2.635 10.50 0.436 4.6 ' Pipe: 14 0.0 54.6 204 10.50 100 3.3 23 10.5 29.4 249.5 25 2.500 ---- 0.00 0.0 24 10.5 26.1 304.1 2.635 10.50 0.316 3.3 Pipe: 15 0.0 52.1 205 10.50 100 2.3 24 10.5 26.1 197.4 26 2.500 ---- 0.00 0.0 25 10.5 23.8 249.5 2.635 10.50 0.219 2.3 Pipe: 16 0.0 50.4 206 10.50 100 1.5 25 10.5 23.8 147.0 27 2.500 ---- 0.00 0.0 26 10.5 22.3 197.4 2.635 10.50 0.142 1.5 Pipe: 17 0.0 49.4 207 10.50 100 0.9 26 10.5 22.3 97.7 28 2.500 ---- 0.00 0.0 27 10.5 21.4 147.0 2.635 10.50 0.082 0.9 Pipe: 17A 0.0 48.9 208 10.50 100 0.4 27 10.5 21.4 48.8 29 2.500 ---- 0.00 0.0 . 28 10.5 21.0 97.7 2.635 10.50 0.039 0.4 Pipe: 18 0.0 0.0 10.50 100 0.1 28 10.5 21.0 48.8 209 2.500 ---- 0.00 0.0 29 10.5 20.9 48.8 2.635 10.50 0.011 0.1 Pipe: 18A 5.60 35.2 Disch 1.00 100 0.7 . 21 10.5 40.1 0.0 1.250 T: 5.7 5.71 0.0 201 10.5 39.4 35.2 1.442 6.71 0.110 0.7 5.65 31.9 Disch Pipe: 19 0.0 1.00 100 2.2 22 10.5 34.0 30.8 210 1.250 T: 5.7 5.71 0.0 202 10.5 31.8 62.7 1.442 6.71 0.321 2.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 4/29/2014 C:\AFP\14013 CONSOLIDATED SUPPLY\CALCS\14013 CANOPY.SDF JOB TITLE: 14013 CANOPY Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) • Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 31 5.60 24.3 Disch 10.00 100 1.2 207 10.5 20.0 0.0 1.250 ---- 0.00 -0.6 215 12.0 18.8 24.3 1.442 10.00 0.056 0.6 • Pipe: 33 5.60 24.1 Disch 10.00 100 1.2 • 208 10.5 19.7 0.0 1 .250 ---- 0.00 -0.6 216 12.0 18.5 24.1 1.442 10.00 0.055 0.5 Pipe: 34 5.60 24.0 Disch 10.00 100 1.2 209 10.5 19.6 0.0 1 .250 ---- 0.00 -0.6 217 12.0 18.4 24.0 1.442 10.00 0.054 0.5 NOTES (HASS) : (1) Calculations were performed by the HASS 8.4 computer program under license no. 38040986 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.083 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 25.0 ft/sec at pipe 12. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SRC under full flow conditions is 102.70 psi compared to the minimum required pressure of 20.00 psi. . (6) PIPE FITTINGS TABLE Pipe Table Name: TED.PIP • AFP SYSTEMS, INC. 19435 S.W. 129th AVENUE TUALATIN,OR 97062 RECEIVED HYDRAULIC CALCULATIONS MAY 8 2014 FOR CITY OF TIGARD CONSOLIDATED SUPPLY CO. BUILDING DIVISION file: 14013 DRY2 LOOP DATE: 4/21/14 -DESIGN DATA- OCCUPANCY CLASSIFICATION: RACK STORAGE CLASS IV TO 20' HEIGHT DENSITY: .446 GPM/SQ.FT. AREA OF APPLICATION: 2600 SQ.FT. COVERAGE PER SPRINKLER: 100 sq.ft. MAX. NUMBER OF SPRINKLERS CALCULATED: 27 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 1270.5 gpm TOTAL WATER REQUIRED (including hose) : 1770.5 gpm FLOW AND PRESSURE (@ BOR) : 1270 gpm @ 75.4 psi SPRINKLER ORIFICE SIZE: K=11.2 NAME OF CONTRACTOR: CONSOLIDATED SUPPLY CO. DESIGN/LAYOUT BY: VENI TKACHENKO AUTHORITY HAVING JURISDICTION: TIGARD, OR D PROFS cc 5433OPE r`�- OREGON y Oe,0/3 ‘9 0* �C. S� • Expires: C/J `( a 1 p , . t • .• • • i ! r WATER SUPPLY ANALYSIS ww y Static: 103. 00 psi Resid: 100 . 00 psi Flow: 2564 .0 gpm H H 120 . 0 r � 1 LEGEND ^> Available pressure 1O 101.49 psi @ 1770.5 gpm r Co a o o r H .A 1 �`u Required pressure w 1�Uy 92.11 psi @ 1770.5 gpm 0 100.0 — • A. .s•rrtioa.syp ■GWsYe.... K n G 2 B. System Demand Curve N M M p w A o to z U to r G o m 7d n i-t O (n P z H o x R t.. H ".0 E > d S 'l 60 . 0 S — a r U (n H C n R to y, E K > r n K ( 40 . 0 r H n m p Cl) s I-. i 0 w t7 20.0 .. K w C w Cn (D 10 N N 0 . 0 -14 . 7 610 9/0 1100 1500 1100 2100 2100 2000 3d00 , SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/29/2014 C:\AFP\14013 CONSOLIDATED SUPPLY\CALCS\14013 DRYS-IV.SDF JOB TITLE: 14013 DRY2 LOOP NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 103.0 100.0 2564 .0 101.5 1770.5 92.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1770.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 400.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1270.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) - 127 21.0 K=11.20 15.5 44.1 126 21.0 K=11.20 15.7 44.4 125 21 .0 K=11.20 16.4 45.3 124 21.0 K=11.20 17.8 47.3 123 21.0 K=11.20 18.9 48.7 122 21.0 K=11.20 18.1 47.7 121 21.0 K=11.20 17.9 47.4 120 21.0 K=11.20 15.4 43.9 119 21 .0 K=11.20 15.5 44 .2 118 21.0 K=11.20 16.2 45.1 117 21.0 K=11.20 17. 6 47.1 116 21.0 K=11.20 18.8 48.5 115 21 .0 K=11.20 18.0 47.5 114 21.0 K=11.20 17.8 47.2 113 21.0 K=11.20 15.4 43.9 112 21.0 K=11.20 15.6 44.2 111 21.0 K=11.20 16.2 45.1 - 110 21.0 K=11.20 17.7 47.1 109 21.0 K=11.20 18.8 48.5 - 108 21.0 K=11.20 18.0 47.5 • 107 21 .0 K=11.20 17.8 47.2 106 21.0 K=11.20 19.4 49.3 105 21.0 K=11.20 19.6 49.6 104 21.0 K=11.20 20.4 50.6 103 21.0 K=11.20 20.3 50.5 102 21.0 K=11.20 19.5 49.4 101 21 .0 K=11.20 19.3 49.2 94 21.0 - - - - 21 .4 - - - 93 21.0 - - - - 21 .3 - - - • 92 21.0 - - - - 21 .3 - - - 91 21.0 - - - - 23.0 - - - 84 19.0 - - - - 31.3 - - - 83 19.0 - - - - 31 .1 - - - 82 19.0 - - - - 31 .1 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/29/2014 C:\AFP\14013 CONSOLIDATED SUPPLY\CALCS\14013 DRYS-IV.SDF JOB TITLE: 14013 DRY2 LOOP NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 81 19.0 - - - - 31.6 - - - 90 19.0 - - - - 50.1 - - - 89 19.0 - - - - 59.1 - - - TR2 19.0 - - - - 61 .6 - - - CS 10.2 - - - - 65.9 - - - DT2 4 .2 - - - - 68.9 - - - DB2 2.0 HOSE STREAM 73.4 100.0 DB1 2.0 - - - - 75.4 - - - 4 1.0 - - - - 75.9 - - - 3 0.0 - - - - 77.7 - - - BF2 0.0 - - - - 81.2 - - - BF1 0.0 - - - - 85.2 - - - 2 0.0 - - - - 86.1 - - - 1 0.0 - - - - 90.7 - - - SRC 0.0 SOURCE 92.1 1370.5 IN • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/29/2014 C:\AFP\14013 CONSOLIDATED SUPPLY\CALCS\14013 DRY3-IV.SDF JOB TITLE: 14013 DRY2 LOOP NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 Source 0.0 900.00 140 1.4 SRC 0.0 92.1 1370.5 2 U12.00 T:98.0 108.00 0.0 N 1 0.0 90.7 1370.5 12.460 G: 10.0 1008.00 0.001 1.4 • Pipe: 2 0.0 0.0 400.00 140 4.5 1 0.0 90.7 1370.5 BF1 U8.000 T:59.0 66.00 0.0 2 0.0 86.1 1370.5 8.390 G: 7.0 466.00 0.010 4.5 Pipe: 3 0.0 0.0 40.00 140 1.0 2 0.0 86.1 1370.5 BF2 U8.000 T:59.0 59.00 0.0 BF1 0.0 85.2 1370.5 8.390 99.00 0.010 1.0 Pipe: 4 0.0 Fixed Pressure Loss Device BF1 0.0 85.2 1370.5 3 4.0 psi, 1370.5 gpm BF2 0.0 81.2 1370.5 Pipe: 5 0.0 0.0 360.00 140 3.5 BF2 0.0 81.2 1370.5 4 U8.000 ---- 0.00 0.0 • 3 0.0 77.7 1370.5 8.390 360.00 0.010 3.5 Pipe: 6 0.0 0.0 45.00 140 1.7 3 0.0 77.7 1370.5 DB1 U8.000 E:31 .0 90.00 -0.4 4 1.0 75.9 1370.5 8.390 T:59.0 135.00 0.010 1.3 Pipe: 7 0.0 0.0 1.00 120 0.5 4 1.0 75.9 1370.5 DB2 T6.000 ---- 0.00 -0.4 DB1 2.0 75.4 1370.5 6.357 1.00 0.050 0.1 Pipe: 7A H.S. 100.0 Disch 3.00 120 2.1 DB1 2.0 75.4 1270.5 DT2 T6.000 T:38.0 38.00 0.0 DB2 2.0 73.4 1370.5 6.357 41.00 0.050 2.1 Pipe: 7B 0.0 0.0 T:38.0 3.00 120 4.5 . DB2 2.0 73.4 1270.5 CS T6.000 G: 4.0 77.00 -1.0 DT2 4.2 68.9 1270.5 6.357 D:35.0 80.00 0.044 3.5 • Pipe: 7C 0.0 0.0 6.25 100 3.0 DT2 4.2 68.9 1270.5 TR2 T6.000 ---- 0.00 -2.6 CS 10.2 65.9 1270.5 6.357 6.25 0.061 0.4 Pipe: 7D 0.0 0.0 8.75 100 4.3 CS 10.2 65.9 1270.5 89 T6.000 ---- 0.00 -3.8 TR2 19.0 61.6 1270.5 6.357 8.75 0.061 0.5 Pipe: 7E 0.0 588.1 84 40.00 120 2.5 - TR2 19.0 61.6 682.3 90 T6.000 E:18.0 18.00 0.0 89 19.0 59.1 1270.5 6.357 58.00 0.044 2.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/29/2014 C:\AFP\14013 CONSOLIDATED SUPPLY\CALCS\14013 DRYS-IV.SDF JOB TITLE: 14013 DRY2 LOOP Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) • Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 8 0.0 0.0 70.00 100 9.0 89 19.0 59.1 682.3 81 4.000 ---- 0.00 0.0 90 19.0 50.1 682.3 4.310 70.00 0.128 9.0 n Pipe: 9 0.0 298.6 91 138.00 100 18.5 • 90 19.0 50.1 383.7 82 4.000 E: 6.4 6.42 0.0 81 19.0 31.6 682.3 4.310 144.42 0.128 18.5 Pipe: 10 0.0 323.5 92 11.25 100 0.5 81 19.0 31.6 60.1 83 4.000 ---- 0.00 0.0 82 19.0 31.1 383.7 4.310 11.25 0.044 0.5 Pipe: 11 0.0 323.5 93 11.25 100 0.0 82 19.0 31.1 -263.3 84 4.000 ---- 0.00 0.0 83 19.0 31.1 60.1 4.310 11.25 0.001 0.0 Pipe: 12 0.0 323.5 93 11.25 100 0.2 84 19.0 31.3 -60.1 82 4.000 ---- 0.00 0.0 : 83 19.0 31.1 263.3 4.310 11.25 0.022 0.2 Pipe: 13 0.0 149.6 104 2.00 100 8.6 81 19.0 31.6 149.1 103 2.000 T: 8.6 8.56 -0.9 91 21.0 23.0 298.6 2.203 10.56 0.730 7.7 Pipe: 14 0.0 180.3 110 2.00 100 9.8 82 19.0 31.1 143.3 109 2.000 T: 8.6 8.56 -0.9 92 21.0 21.3 323.5 2.203 10.56 0.847 9.0 Pipe: 15 0.0 180.2 117 2.00 100 9.8 83 19.0 31.1 143.2 116 2.000 T: 8.6 8.56 -0.9 93 21.0 21.3 323.5 2.203 10.56 0.847 8.9 Pipe: 16 0.0 181.0 124 2.00 100 9.9 84 19.0 31.3 143.8 123 2.000 T: 8.6 8.56 -0.9 94 21.0 21.4 324.8 2.203 10.56 0.853 9.0 Pipe: 17 11.20 50.5 Disch 4.75 100 2.7 ' 91 21.0 23.0 98.6 102 2.000 T: 8.6 8.56 0.0 • 103 21.0 20.3 149.1 2.203 13.31 0.202 2.7 Pipe: 17A 11.20 50.6 Disch 4.00 100 2.6 91 21.0 23.0 98.9 105 2.000 T: 8.6 8.56 0.0 104 21.0 20.4 149.6 2.203 12.56 0.203 2.6 •, 11.20 48.5 Disch • Pipe: 18 0.0 4.75 100 2.5 92 21.0 21.3 94.8 108 2.000 T: 8.6 8.56 0.0 109 21.0 18.8 143.3 2.203 13.31 0.188 2.5 11.20 47.1 Disch Pipe: 18A 0.0 4.00 100 3.6 92 21.0 21.3 133.2 111 2.000 T: 8.6 8.56 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 4/29/2014 C:\AFP\14013 CONSOLIDATED SUPPLY\CALCS\14013 DRY3-IV.SDF JOB TITLE: 14013 DRY2 LOOP Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) • Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) 110 21.0 17.7 180.3 2.203 12.56 0.287 3.6 11.20 48.5 Disch Pipe: 19 0.0 4.75 100 2.5 93 21.0 21.3 94.7 115 2.000 T: 8.6 8.56 0.0 o 116 21.0 18.8 143.2 2.203 13.31 0.188 2.5 Pipe: 19A 11.20 47.1 Disch 4.00 100 3.6 • 93 21.0 21.3 133.2 118 2.000 T: 8.6 8.56 0.0 117 21.0 17.6 180.2 2.203 12.56 0.287 3.6 Pipe: 20 11.20 48.7 Disch 4.75 100 2.5 94 21.0 21.4 95.1 122 2.000 T: 8.6 8.56 0.0 123 21.0 18.9 143.8 2.203 13.31 0.189 2.5 Pipe: 21 11.20 47.3 Disch 4.00 100 3.6 94 21.0 21.4 133.7 125 2.000 T: 8.6 8.56 0.0 124 21.0 17.8 181.0 2.203 12.56 0.289 3.6 Pipe: 20A 11.20 49.2 Disch 8.75 100 0.2 102 21.0 19.5 0.0 2.000 ---- 0.00 0.0 ✓ 101 21.0 19.3 49.2 2.203 8.75 0.026 0.2 Pipe: 22 11.20 49.4 Disch 8.75 100 0.8 103 21.0 20.3 49.2 101 2.000 ---- 0.00 0.0 102 21.0 19.5 98.6 2.203 8.75 0.094 0.8 Pipe: 23 11.20 49.6 Disch 8.75 100 0.8 104 21.0 20.4 49.3 106 2.000 ---- 0.00 0.0 105 21.0 19.6 98.9 2.203 8.75 0.095 0.8 Pipe: 24 11.20 49.3 Disch 8.75 100 0.2 105 21.0 19.6 0.0 2.000 ---- 0.00 0.0 106 21.0 19.4 49.3 2.203 8.75 0.026 0.2 Pipe: 25 11.20 47.2 Disch 8.75 100 0.2 • 108 21.0 18.0 0.0 2.000 ---- 0.00 0.0 ▪ 107 21.0 17.8 47.2 2.203 8.75 0.024 0.2 • Pipe: 27 11 .20 47.5 Disch 8.75 100 0.8 109 21.0 18.8 47.2 107 2.000 ---- 0.00 0.0 108 21.0 18.0 94.8 2.203 8.75 0.087 0.8 Pipe: 28 11.20 45.1 Disch 8.75 100 1.4 110 21.0 17.7 88.1 112 2.000 ---- 0.00 0.0 111 21.0 16.2 133.2 2.203 8.75 0.164 1.4 • Pipe: 28A 11.20 44.2 Disch 8.75 100 0.7 ' 111 21.0 16.2 43.9 113 2.000 ---- 0.00 0.0 112 21.0 15.6 88.1 2.203 8.75 0.076 0.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 4/29/2014 C:\AFP\14013 CONSOLIDATED SUPPLY\CALCS\14013 DRYS-IV.SDF % JOB TITLE: 14013 DRY2 LOOP Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) ' Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes To Node El (ft) PT Tot. (Q) Disch Act ID (ft. ) T Pf/ft. (Pf) Pipe: 29 11.20 43.9 Disch 8.75 100 0.2 112 21.0 15.6 0.0 2.000 ---- 0.00 0.0 113 21 .0 15.4 43.9 2.203 8.75 0.021 0.2 Pipe: 31 11.20 47.2 Disch 8.75 100 0.2 ' 115 21.0 18.0 0.0 2.000 ---- 0.00 0.0 114 21.0 17.8 47.2 2.203 8.75 0.024 0.2 Pipe: 33 11.20 47.5 Disch 8.75 100 0.8 116 21.0 18.8 47.2 114 2.000 ---- 0.00 0.0 115 21.0 18.0 94.7 2.203 8.75 0.087 0.8 Pipe: 34 11.20 45.1 Disch 8.75 100 1.4 117 21.0 17.6 88.1 119 2.000 ---- 0.00 0.0 118 21.0 16.2 133.2 2.203 8.75 0.164 1.4 Pipe: 35 11.20 44.2 Disch 8.75 100 0.7 1 '' 118 21.0 16.2 43.9 120 2.000 ---- 0.00 0.0 119 21.0 15.5 88.1 2.203 8.75 0.076 0.7 Pipe: 36 11.20 43.9 Disch 8.75 100 0.2 119 21.0 15.5 0.0 2.000 ---- 0.00 0.0 120 21.0 15.4 43.9 2.203 8.75 0.021 0.2 Pipe: 37 11.20 47.4 Disch 8.75 100 0.2 122 21.0 18.1 0.0 2.000 ---- 0.00 0.0 121 21.0 17.9 47.4 2.203 8.75 0.024 0.2 Pipe: 39 11.20 47.7 Disch 8.75 100 0.8 123 21.0 18.9 47.4 121 2.000 ---- 0.00 0.0 122 21.0 18.1 95.1 2.203 8.75 0.088 0.8 Pipe: 40 11.20 45.3 Disch 8.75 100 1.4 124 21.0 17.8 88.4 126 2.000 ---- 0.00 0.0 125 21.0 16.4 133.7 2.203 8.75 0.165 1.4 . Pipe: 41 11.20 44.4 Disch 8.75 100 0.7 ' 125 21.0 16.4 44.1 127 2.000 ---- 0.00 0.0 • 126 21.0 15.7 88.4 2.203 8.75 0.077 0.7 Pipe: 42 11.20 44.1 Disch 8.75 100 0.2 126 21.0 15.7 0.0 2.000 ---- 0.00 0.0 127 21.0 15.5 44.1 2.203 8.75 0.021 0.2 R Pipe: 43 0.0 324.8 94 250.00 100 27.8 89 19.0 59.1 263.3 83 4.000 2E:12.8 34.97 0.0 84 19.0 31.3 588.1 4.310 T:22.1 284.97 0.097 27.8 • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 4/29/2014 C:\AFP\14013 CONSOLIDATED SUPPLY\CALCS\14013 DRY3-IV.SDF JOB TITLE: 14013 DRY2 LOOP • NOTES (BASS) : • (1) Calculations were performed by the HASS 8.4 computer program under license no. 38040986 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 ▪ (2) The system has been calculated to provide an average • imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.138 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 27.3 ft/sec at pipe 16. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. ` (5) Available pressure at source node SRC under full flow conditions is 101.36 psi compared to the minimum required pressure of 20.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: TED.PIP PAGE: D MATERIAL: DynFlo HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) F E T C B G A D 45ell Ell Tee ChkVa BFV GateVa AlmVa DPV SN 2.203 2.00 6.00 12.00 14.00 7.00 1.00 0.00 10.00 4.310 4.00 9.00 31.00 29.00 16.00 3.00 22.00 28.00 PAGE: T MATERIAL: Sch10 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N • Ell Tee LngEll ChkVa BFV GateVa AlmVa DPV NPTee • F 45ell 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 6.00 I 11 Ni' 1200037 \ _ I I Ns., 1200017 IA 1200019 OL 1200027 11 - - - \-1.I' rr } j!s la, I. 1200053 ,120,0051 0004 I %% 12000:. -0`= rr - 1200031 � �� 11 rr IIPM 1200020 %% 15235 � 11 r� 410086 2doasoR E D W 0 D N 12130090 Q 2D 0060 11 7 p t • 10082 _12 DIP 2130055 II 0 `r 200089 1200092 O1 1200061 7 rr now Hydrant 1 ■ J 16 II tie s. Ms r Hy rant 042 D0062� 013058 rL 8 �I IA a it; 1 II I I j 0 1 ❑ 1200073 II L DOt15512D0162�Da164 Z 1,120170696" DIP •��,g -, II 10160 T Dq 1213071 INI 1200066 53501 15 Ali 350 15350 15350 H ■ j 12" 1200064 15350 15350 41 I I l=�� ti 153501 7s.' i H } r 15350 1535 L 15350 1535 r - II ---°' 1535015350 1200142 200146 X00147 12130152 r t' 4013' . '4 200151. K A B L•E_L N 12002923200293 M I - 1200153-� 2D 200099 12D02512d024�� P D 51 , 1 '3 120024012'0 249 12D0247 Feet r 12 LI'JED ) ...;:! •',.1.9,„ 0 250 !; Et r -,.,,,.,,,,__.;..' 1,-, • - 1 Hydrant Flow Report http://www.tigardmaps.com/mox6/actions/flow_report_hydrants.cfm?In... Hydrant Flow Report for Asset 12D0054 wools* T f 3Atr4s .9 *00 4k a• Inspection Number 104147 Work Order Number 296623 Address Flow Hydrant(s) Residual Hydrant 1200064 Comments Static Pressure(psi) 103 Gallons Per abate tope) 2064 Residual 100 Rating Pressure(pun Assigned To Start Date 2009-0611 00:00110.0 Crew Completed By FWHEY4( Project Completion Dab ----2009.061100.00:00.0 1 of 1 10/15/2013 10:47 AM "FPS 20iy-o coo cj ` 337 S (Ai KabI� tqcci Fire & Building RECEIVED Products MAY s 2014 Technical Services: Tel: (800)381-9312/Fax: (800)791-5500 CITYOFTIGARD • BUILDING DIVISION Series TY-FRB — 2.8, 4.2, 5.6, and 8.0 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage tained when exposed to corrosive at- General mospheres. Although corrosion resis- _� tant coated sprinklers have passed the ,w --. + Description standard corrosion tests of the appli- _L 1�� cable approval agencies,the testing is •' _ , The Tyco® Series TY-FRB, 2.8, 4.2, not representative of all possible cor- 5.6,and 8.0 K-factor,Upright and Pen- rosive atmospheres. Consequently, it dent Sprinklers described in this data is recommended that the end user be sheet are quick response - standard consulted with respect to the suitability coverage,decorative 3 mm glass bulb of these coatings for any given corro- -�. type spray sprinklers designed for use sive environment.The effects of ambi- in light or ordinary hazard,commercial ent temperature, concentration of .:- ..i....:_. occupancies such as banks, hotels, chemicals, and gas/chemical velocity, _. shopping malls, etc. should be considered, as a minimum, The recessed version of the Series along with the corrosive nature of the TY-FRB Pendent Sprinkler,where ap- chemical to which the sprinklers will be plicable, is intended for use in areas exposed. ^ with a finished ceiling. It uses either a An intermediate level versions of the Style 10 (1/2 inch NPT) or Series TY-FRB Pendent Sprinklers 1 Style 40(3/4 inch NPT)Recessed Es- are detailed in Technical Data Sheet ,.. cutcheon with 1/2 inch (12,7 mm) of TFP356,and Sprinkler Guards are de- recessed adjustment or up to 3/4 inch tailed in Technical Data Sheet TFP780 (19,1 mm)of total adjustment from the • j flush pendent position, or a two-piece WARNINGS Style 20(1/2 inch NPT)or Style 30(3/4 The Series TY-FRB Sprinklers de- inch NPT) Recessed Escutcheon with scribed herein must be installed and 1/4 inch (6,4 mm)of recessed adjust- maintained in compliance with this ment or up to 1/2 inch (12,7 mm) of document,as well as with the applica- total adjustment from the flush pen- ble standards of the National Fire Pro- dent position. The adjustment pro- tection Association, in addition to the vided by the Recessed Escutcheon re- standards of any other authorities hay- Model/Sprinkler duces the accuracy to which the fixed ing jurisdiction. Failure to do so may pipe drops to the sprinklers must be impair the performance of these de- Identification cut. vices. L Corrosion resistant coatings, where The owner is responsible for maintain- Numbers applicable, are utilized to extend the ing their fire protection system and de- life of copper alloy sprinklers beyond vices in proper operating condition. TY1131 - Upright 2.8K, 1/2"NPT that which would otherwise be ob- The installing contractor or sprinkler TY1231 - Pendent 2.8K, 1/2"NPT manufacturer should be contacted TY2131 - Upright 4.2K, 1/2"NPT with any questions. TY2231 - Pendent 4.2K, 1/2"NPT IMPORTANT TY3131 - Upright 5.6K, 1/2"NPT Always refer to Technical Data [TY3231 - Pendent 5.6K, 1/2"NPT • Sheet TFP700 for the "INSTALLER TY4131 - Upright 8.0K, 3/4"NPT WARNING" that provides cautions TY4231 - Pendent 8.0K, 3/4"NPT with respect to handling and instal- TY4831- Upright 8.0K, 1/2"NPT lation of sprinkler systems and com- TY4931- Pendent 8.0K, 1/2"NPT ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 10 AUGUST, 2007 TFP171 Page 2 of 10 TFP171 ESCUTCHEON 7/16"(11,1 mm) STYLE 10 or 20 PLATE SEATING NOMINAL RECESSED " SURFACE NPT MAKE-IN ESCUTCHEON DEFECTOR IlY I-M= t . 5 i�r=� 7/1 2-1/4" � } � (11,1 mm) i 4 (57,2 mm) 1=r r� I NOMINAL 1 � MAKE-IN , 2 1-9/16" 1 41111 1�1 V (39,7 mm) WRENCH 1 (55 6 mm) ' 7 3 2-3/16" . . FLATS = I 1 SSP DEFLECTOR* �— 2-7/8"(73,0 mm)DIA. a 1/2"NPT t 7 PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1-Frame 3-Sealing 4-Bulb 6-Deflector * Temperature rating is indicated on deflector or adjacent to 2-Button Assembly 5-Compression 7-Bushing orifice seat on frame. Screw FIGURE 1 QUICK RESPONSE SERIES TY-FRB UPRIGHT(TY1131)AND PENDENT(TY1231)SPRINKLERS 2.8 K-FACTOR, 1/2 INCH NPT - ESCUTCHEON 7/16"(11,1 mm) STYLE 10 or 20 PLATE SEATING NOMINAL RECESSED * SURFACE 1/2"T MA MAKE-IN ESCUTCHEON DEFSECTOR f 5 � IF//' "% G:itT1inlL r�: i . r 7/16" '�� 2-3/16" ''— + 1�''� (11,1 mm) (55,6 mm) 1=1 SAIL— .14 NOMINAL 111,1 4 f MAKE-IN 1-1/2" I � ,�, 1 2-3/16" 0 f 2 (38,1 mm) WRENCH 1 (55,6 mm) ,0r 1 '41 --°• FLATS t 3 i i 1 SSP DEFLECTOR* 2-7/8"(73,0 mm)DIA. 1/2"NPT PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1-Frame 3-Sealing 4-Bulb 6-Deflector * Temperature rating is indicated on deflector or adjacent to 2-Button Assembly 5-Compression orifice seat on frame. Screw FIGURE 2 QUICK RESPONSE SERIES TY-FRB UPRIGHT(TY2131)AND PENDENT(TY2231)SPRINKLERS 4.2 K-FACTOR, 1/2 INCH NPT TFP171 Page 3 of 10 ESCUTCHEON 7/16"(11,1 mm) STYLE 10 or 20 PLATE SEATING NOMINAL RECESSED SURFACE NPT MAKE-IN ESCUTCHEON DEFLECTOR -- i//fir r7/1r R0� �..ii41.21.0" a 6* 1 7/16" 5 2-3/16" ' ''�� (11,1 mm) I (55,6 mm) -1 ��1`- I NOMINAL ' 4 MAKE-IN 1 1-1/2" I to ��� 1 2-3/16" ,D 2 (38,1 mm) WRENCH (55,6 mm) _ A _. _ A FLATS f 3 SSP DEFLECTOR* 2-7/8"(73,0 mm)DIA. 1/2"NPT PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1-Frame 3-Sealing 4-Bulb 6-Deflector * Temperature rating is indicated on deflector or adjacent to 2-Button Assembly 5-Compression orifice seat on frame. Screw FIGURE 3 QUICK RESPONSE SERIES TY-FRB UPRIGHT(TY3131)AND PENDENT(TY3231)SPRINKLERS 5.6 K-FACTOR, 1/2 INCH NPT ESCUTCHEON 1/2"(12,7 mm) STYLE 30 or 40 PLATE SEATING NOMINAL RECESSED SURFACE NPT MAKE-IN ESCUTCHEON DEFLECTOR ii'Tr} f� ;T1 �'�TT`� 6* l — ____ EM1111 Y (g, 5 1/2" 2-5/16" I (12,7 mm) (58,7 mm) f it NOMINAL 1 4- MAKE-IN l 1-,7 m I `�� 2-1/4" 2 (39,7mm) WRENCH (57,2 mm)• . LATS l iir 3 SSP DEFLECTOR* - 2-7/8"(73,0 mm)DIA. 3/4"NPT f PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1-Frame 3-Sealing 4-Bulb 6-Deflector * Temperature rating is indicated on deflector or adjacent to 2-Button Assembly 5-Compression orifice seat on frame. Screw FIGURE 4 QUICK RESPONSE SERIES TY-FRB UPRIGHT(TY4131)AND PENDENT(TY4231)SPRINKLERS 8.0 K-FACTOR, 3/4 INCH NPT Page 4 of 10 TFP171 7/16"(11,1 mm) 1/2" NOMINAL SSU* NPT MAKE-IN DEFLECTOR t Y t I=, 5 2-1/4" ��- f 2-3/16" (57,2 mm) =,1 I (55,6 mm) i i 4 1-9/16" WRENCH II I �r 2 (39,7 mm) lip1' FLATS J i SSP* 1 DEFLECTOR CROSS PENDENT UPRIGHT SECTION 1-Frame 3-Sealing 4-Bulb 6-Deflector * Temperature rating is indicated on deflector or adjacent to 2-Button Assembly 5-Compression orifice seat on frame. Screw FIGURE 5 QUICK RESPONSE SERIES TY-FRB UPRIGHT(TY4831)AND PENDENT(TY4931)SPRINKLERS 8.0 K-FACTOR, 1/2 INCH NPT Technical Operation . Data The glass Bulb contains a fluid which expands when exposed to heat.When Approvals the rated temperature is reached, the UL and C-UL Listed. fluid expands sufficiently to shatter the FM, LPCB, and NYC Approved. glass Bulb, allowing the sprinkler to (Refer to Table A and B for complete activate and water to flow. approval information including corro- sion resistant status.) Design Maximum Working Pressure Refer to Table C. Criteria Discharge Coefficient K = 2.8 GPM/psi712(40,3 LPM/bar112) The Series TY-FRB Pendent and Up- K =4.2 GPM/psi1/2(60,5 LPM/bar112) right Sprinklers are intended for fire K = 5.6 GPM/psi112(80,6 LPM/barl/2) protection systems designed in ac- K=8.0 GPM/psi112(115,2 LPM/bar1/2) cordance with the standard installation rules recognized by the applicable Temperature Ratings Listing or Approval agency (e.g., UL Refer to Table A and B Listing is based on the requirements of Finishes NFPA 13, and FM Approval is based Sprinkler: Refer to Table A and B. on the requirements of FM's Loss Pre- Recessed Escutcheon:White Coated, vention Data Sheets ). Only the Style Chrome Plated, or Brass Plated. 10, 20, 30, or 40 Recessed Escutch- eon, as applicable, is to be used for recessed pendent installations. Physical Characteristics 6 Frame Bronze E Button Brass/Copper o Sealing Assembly F Beryllium Nickel w/Teflont a - Bulb Glass '2 Compression Screw Bronze N Deflector Copper/Bronze 0 Bushing (K=2.8) Bronze 0 0 EL 3 0 t TFP171 Page 5 of 10 SPRINKLER FINISH(See Note 7) K TYPE TEMP. BULB NATURAL CHROME WHITE*** LIQUID BRASS PLATED POLYESTER 135"F/57°C Orange PENDENT 155°F/68°C Red (TY1231) 1,2,3,5 and 175°F/79°C Yellow UPRIGHT 200°F/93°C Green 2.8 (TY1131) 286°F/141°C Blue 1/2" NPT 135°F/57°C Orange RECESSED 155"F168°C Red PENDENT (TY1231)* 175°F/79°C Yellow Figure 6 200°F/93°C Green 1,2,5 135°F/57°C Orange RECESSED 155°F/68°C Red PENDENT (TY1231)** 175°F/79°C Yellow Figure 7 200"F193°C Green 135°F/57°C Orange PENDENT 155°F/68°C Red (TY2231) and 175°F/79°C Yellow UPRIGHT 200°F/93°C Green 4.2 (TY2131) 286°F/141°C Blue 1 2 1/2" NPT 135°F/57°C Orange RECESSED 155°F/68°C Red PENDENT (TY2231)* 175°F/79°C Yellow Figure 8 200°F/93°C Green 1135°F/57°C Orange RECESSED 155°F/68°C Red PENDENT (TY2231)** 175°F/79°C Yellow Figure 9 200°F/93°C Green NOTES: 1.Listed by Underwriters Laboratories, Inc.(UL)as Quick Response Sprinklers. 2.Listed by Underwriters Laboratories, Inc.for use in Canada(C-UL)as Quick Re- sponse Sprinklers. 3.Approved by Factory Mutual Research Corporation(FM)as Quick Response Sprin- klers. 5.Approved by the City of New York under MEA 354-01-E. 7.Where Polyester Coated Sprinklers are noted to be UL and C-UL Listed,the sprin- klers are UL and C-UL Listed as Corrosion Resistant Sprinklers. * Installed with Style 10(1/2"NPT)or Style 40(3/4"NPT)3/4"Total Adjustment Recessed Escutcheon,as applicable. "Installed with Style 20(1/2"NPT)or Style 30(3/4"NPT) 1/2"Total Adjustment Recessed Escutcheon,as applicable. ***Frame and Deflector only.Listings and approvals apply to color(Special Order). N/A:Not Available TABLE A LABORATORY LISTINGS AND APPROVALS 2.8 AND 4.2 K-FACTOR SPRINKLERS Page 6 of 10 TFP171 SPRINKLER FINISH(See Note 8) K TYPE TEMP. BULB NATURAL CHROME WHITE*** LEAD LIQUID BRASS PLATED POLYESTER COATED 135°F/57°C Orange PENDENT 155°F/68°C Red (TY3231) 1,2,3,4,5,6,7 1,2,3,5 and 175°F/79°C Yellow UPRIGHT -200°F/93°C Green 5.6 (TY3131) 286°F/141°C Blue 1/2" NPT 135F/57°C Orange RECESSED 155°F/68°C Red PENDENT 1,2,4,5 N/A (TY3231)* 175°F/79°C Yellow Figure 10 200°F/93°C Green 135°F/57°C Orange RECESSED `155°F/68°C Red PENDENT 1,2,3,4,5 N/A (TY3231)** 175F/79°C Yellow Figure 11 200°F/93°C Green 135°F/57°C Orange PENDENT 155°F/68°C Red (TY4231) 1,2,5 and 175F/79°C Yellow 1,2,3,4,5,6,7 UPRIGHT 200°F/93°C Green 8 0 (TY4131) • 286°F/141°C Blue 3/4" NPT 135°F/57°C Green RECESSED 155°F/68°C Orange PENDENT 1,2,4,5 N/A (TY4231)* 175°F/79°C Red Figure 12 200°F/93°C Yellow 135°F/57°C Orange RECESSED 155°F/68°C Red PENDENT 1,2,3,4,5 N/A (TY4231)** 175F/79°C Yellow Figure 13 200°F/93°C Green 135°F/57°C Orange PENDENT 155°F/68°C Red Y4931)8.0 and 175°F/79°C Yellow 1,2,4,5,6 1 2 5 NPT UPRIGHT 200°F/93°C Green (TY4831) - 286°F/141°C Blue NOTES: 1.Listed by Underwriters Laboratories, Inc.(UL)as Quick Response Sprinklers. 2.Listed by Underwriters Laboratories, Inc.for use in Canada(C-UL)as Quick Response Sprinklers. 3.Approved by Factory Mutual Research Corporation(FM)as Quick Response Sprinklers. 4.Approved by the Loss Prevention Certification Board(LPCB Ref. No.007k/04)as Quick Response Sprinklers;however,the LPCB does not rate the thermal sensitivity of recessed sprinklers. 5.Approved by the City of New York under MEA 354-01-E. 6.VdS Approved(For details contact Tyco Fire&Building Products, Enschede,Netherlands,Tel. 31-53-428-4444/Fax 31-53-428-3377). 7.Approved by the Loss Prevention Certification Board(LPCB Ref.No.094a/06)as Quick Response Sprinklers. 8.Where Polyester Coated and Lead Coated Sprinklers are noted to be UL and C-UL Listed,the sprinklers are UL and C-UL Listed as Corrosion Resistant Sprinklers.Where Lead Coated Sprinklers are noted to be FM Approved,the sprinklers are FM Approved as a Corrosion Resistant Sprinklers. * Installed with Style 10(1/2"NPT)or Style 40(3/4"NPT)3/4"Total Adjustment Recessed Escutcheon,as applicable. **Installed with Style 20(1/2"NPT)or Style 30(3/4"NPT)1/2"Total Adjustment Recessed Escutcheon,as applicable. ***Frame and Deflector only.Listings and approvals apply to color(Special Order). N/A: Not Available TABLE B LABORATORY LISTINGS AND APPROVALS 5.6 AND 8.0 K-FACTOR SPRINKLERS TFP171 Page 7 of 10 SPRINKLER FINISH K TYPE NATURAL CHROME WHITE LEAD BRASS PLATED POLYESTER COATED PENDENT(TY3231) and 2.8 UPRIGHT(TY3131) 175 PSI(12,1 BAR) N/A 1/2 RECESSED PENDENT NPT (TY323) PENDENT(TY4231) and 4.2 UPRIGHT(TY4131) 175 PSI(12,1 BAR) N/A 3/4" RECESSED PENDENT NPT (TY4231) PENDENT(TY3231) and 250 PSI(17,2 BAR) 175 PSI(12,1 BAR) 5.6 UPRIGHT(TY3131) OR 1/2" RECESSED PENDENT 175 PSI(12,1 BAR) NPT (TY3231) (SEE NOTE 1) N/A PENDENT(TY4231) and 175 PSI(12,1 BAR) 175 PSI(12,1 BAR) 8.0 UPRIGHT(TY4131) 3/4" RECESSED PENDENT NPT (TY4231) N/A 8.0 PENDENT(TY4931) 1/2" and 175 PSI(12,1 BAR) 175 PSI(12,1 BAR) NPT UPRIGHT(TY4831) NOTES: 1.The maximum working pressure of 250 psi(17,2 bar)only applies to the Listing by Underwriters Laboratories Inc. (UL);the Listing by Underwriters Laboratories,Inc.for use in Canada(C-UL);and ,the Approval by the City of New York. TABLE C,MAXIMUM WORKING PRESSURE tained with a torque of 10 to 20 ft.lbs. the sprinkler into the sprinkler fitting. Installation (13,4 to 26,8 Nm). A maximum of 30 Step 3. Tighten the sprinkler into the ft.lbs.(40,7 Nm)of torque is to be used sprinkler fitting using only the W-Type The Series TY-FRB Sprinklers must to install sprinklers with 3/4 NPT con- 6 Sprinkler Wrench (Ref. Figure 14). be installed in accordance with the fol- nections. Higher levels of torque may With reference to Figures 1, 2, 3, 4, lowing instructions: distort the sprinkler inlet and cause and 5,the W-Type 6 Sprinkler Wrench leakage or impairment of the sprinkler, is to be applied to the sprinkler wrench NOTES Do not attempt to make-up for insuffi- flats. Do not install any bulb type sprinkler if cient adjustment in the escutcheon The Series TY-FRB Recessed Pen- the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler plate by under- or over-tightening the dent Sprinklers must be installed in held horizontally, a small air bubble sprinkler. Readjust the position of the accordance with the following instruc- should be present. The diameter of the sprinkler fitting to suit. tions. air bubble is approximately 1/16 inch The Series TY-FRB Pendent and Up- Step A. After installing the Style 10. (1,6 mm) for the 135°F/57°C to 3/32 right Sprinklers must be installed in 20, 30,or 40 Mounting Plate,as appli- inch (2,4 mm) for the 286°F/141°C accordance with the following instruc- cable, over the sprinkler threads and temperature ratings. tions. with pipe thread sealant applied to the ' A leak tight 1/2 inch NPT sprinkler joint Step 1. Pendent sprinklers are to be pipe threads, hand tighten the sprin- kler be obtained with a torque of 7 installed in the pendent position, and kler into the sprinkler fitting. to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- upright sprinklers are to be installed in Step B. Tighten the sprinkler into the mum of 21 ft. lbs. (28,5 Nm)of torque the upright position. sprinkler fitting using only the W-Type may be used to install sprinklers with 7 Recessed Sprinkler Wrench (Ref. 1/2 NPT connections. A leak tight 3/4 Step 2. With pipe thread sealant ap- Figure 15).With reference to Figure 1, inch NPT sprinkler joint should be ob- plied to the pipe threads, hand tighten 2, 3, and 4, the W-Type 7 Recessed • Page 8 of 10 TFP171 2-7/8"DIA. 2-7/8"DIA. (73,0 mm) 3/4"(19,1 mm) (73,0 mm) 1/2"(12,7 mm 5/811/4" ) 1/2±1/8" ( mm) (15,9±6,4 mm) 2-1/4"DIA. 1/4"(6,4 mm) (12,7±3,2 mm) 2-1/4"DIA. 1/4"(6,4 mm) FACE OF (57,2 mm) MOUNTING FACE OF (57,2 mm) MOUNTING SPRINKLER PLATE SPRINKLER PLATE FITTING FITTING . 1/8" 1/8" ii �� (3,2 mm) �� (3,2 mm) Ai �;l�ll r G 1111 ��i• I -1.1- + ` 111 + + MOUNTING MOUNTING , SURFACE SURFACE �,��N, ■ ii���� I CLOSURE SERIES 1-5/16"(33,3 mm) CLOSURE SERIES 1-5/16"(33,3 mm) TY-FRB 13/16"(20,6 mm) TY-FRB 1-1/16"(27,0 mm) FIGURE 6 FIGURE 7 SERIES TY-FRB RECESSED PENDENT SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON STYLE 20 RECESSED ESCUTCHEON 2.8 K-FACTOR, 1/2 INCH NPT 2.8 K-FACTOR, 1/2 INCH NPT 2-7/8"DIA. 2-7/8"DIA. 5/8±1/4" (73,0 mm) 3/4"(19,1 mm) 1/2±1/8" (73,0 mm) 1/2"(12,7 mm) (15,9±6,4 mm) 2-1/4"DIA. 1/4"(6,4 mm) (12,7±3,2 mm) 2-1/4"DIA. 1/4"(6,4 mm) FACE OF (57,2 mm) MOUNTING FACE OF (57,2 mm) MOUNTING SPRINKLER PLATE SPRINKLER PLATE FITTING FITTING 1/8" 1/8" _ •� (3,2 mm) _lam; (3,2 mm) 616 r G DV r �� /�� �� •r II I�, , II,, I MOUNTING �r + MOUNTING ,■ SURFACE �. SURFACE - - -• CLOSURE SERIES 1-1/4"(31,8 mm) CLOSURE SERIES 1-1/4"(31,8 mm) TY-FRB 3/4"(19,1 mm) TY-FRB 1"(25,4 mm) FIGURE 8 FIGURE 9 SERIES TY-FRB RECESSED PENDENT SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON STYLE 20 RECESSED ESCUTCHEON 4.2 K-FACTOR, 1/2 INCH NPT 4.2 K-FACTOR, 1/2 INCH NPT Sprinkler Wrench is to be applied to work on the fire protection system that altered after leaving the factory. Modi- the sprinkler wrench flats. it controls,permission to shut down the fied sprinklers must be replaced. Step C. After the ceiling has been in- affected fire protection system must be Sprinklers that have been exposed to stalled or the finish coat has been ap obtained from the proper authorities corrosive products of combustion, but plied, slide on the Style 10, 20, 30,or and all personnel who may be affected have not operated,should be replaced 40 Closure over the Series TY-FRB by this action must be notified. if they cannot be completely cleaned by wiping the sprinkler with a cloth or Sprinkler and push the Closure over The owner must assure that the sprin- the Mounting Plate until its flange klers are not used for hanging of any by brushing it with a soft bristle brush. comes in contact with the ceiling. objects; otherwise, non-operation in Care must be exercised to avoid dam- the event of a fire or inadvertent opera- age to the sprinklers - before, during, _ Care and tion may result. and after installation. Sprinklers dam- Absence of an escutcheon, which is aged by dropping, striking, wrench used to cover a clearance hole, may twist/slippage, or the like, must be re- Maintenance delay the time to sprinkler operation in placed. Also, replace any sprinkler • The Series TY-FRB Sprinklers must a fire situation. that has a cracked bulb or that has lost p liquid from its bulb. (Ref. Installation be maintained and serviced in accord- Sprinklers that are found to be leaking Section). ance with the following instructions: or exhibiting visible signs of corrosion must be replaced. Frequent visual inspections are rec- NOTES ommended to be initially performed for Before closing a fire protection system Automatic sprinklers must never be corrosion resistant coated sprinklers, main control valve for maintenance painted, plated, coated or otherwise after the installation has been corn- TFP171 Page 9 of 10 2-7/8"DIA. _ 2-7/8"DIA. - 5/811/4" (73,0 mm) 3/4"(19,1 mm) 1/211/8" (73,0 mm) 1/2"(12,7 mm) (15,916,4 mm) 2-1/4"DIA. 1/4"(6,4 mm) (12,713,2 mm) 2-1/4"DIA. 1/4"(6,4 mm) FACE OF (57,2 mm) MOUNTING FACE OF (57,2 mm) MOUNTING SPRINKLER PLATE SPRINKLER PLATE FITTING FITTING " 1/8" 1/8" •� (3,2 mm) •� (3,2 mm)r.Z.f v fli _no,,` , __ le r [ MOUNTING II, �r MOUNTING I SURFACE SURFACE _ =- =- ' CLOSURE SERIES 1-1/4"(31,8 mm) CLOSURE SERIES 1-1/4"(31,8 mm) TY-FRB 3/4"(19,1 mm) TY-FRB 1"(25,4 mm) FIGURE 10 FIGURE 11 SERIES TY-FRB RECESSED PENDENT SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON STYLE 20 RECESSED ESCUTCHEON 5.6 K-FACTOR, 1/2 INCH NPT 5.6 K-FACTOR, 1/2 INCH NPT 2-7/8"DIA. 2-7/8"DIA. 5/811/4" (73,0 mm) 3/4"(19,1 mm) 1/21118" (73,0 mm) 1/2"(12,7 mm) (15,916,4 mm) 2-1/4"DIA. 1/4"(6,4 mm) (12,713,2 mm) 2-1/4"DIA. 1/4"(6,4 mm) (57,2 mm) MOUNTING (57,2 mm) MOUNTING FACE OF FACE OF SPRINKLER PLATE SPRINKLER PLATE FITTING FITTING . 1/8" 1/8" (3,2 mm) �� (3,2 mm) mg----_-•-•liii" .�.�� '�, MOUNTING �I� MOUNTING SURFACE SURFACE . , 111 i CLOSURE SERIES 1-5/16"(33,3 mm) CLOSURE SERIES 1-5/16"(33,3 mm) TY-FRB 13/16"(20,6 mm) TY-FRB 1-1/16"(27,0 mm) FIGURE 12 FIGURE 13 SERIES TY-FRB RECESSED PENDENT SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON STYLE 30 RECESSED ESCUTCHEON 8.0 K-FACTOR, 3/4 INCH NPT 8.0 K-FACTOR, 3/4 INCH NPT pleted,to verify the integrity of the cor- WRENCH rosion resistant coating. Thereafter, RECESS annual inspections per NFPA 25 should suffice; however, instead of in- WRENCH RECESS Sf-r-11-1' specting from the floor level,a random (END"A"USED FOR sampling of close-up visual inspec- 1/2"NPT MODELS) tions should be made, so as to better determine the exact sprinkler condi- 15 'f\i tion and the long term integrity of the \ ...- corrosion resistant coating, as it may WRENCH RECESS g' y (END"B"USED FOR PUSH WRENCH be affected by the corrosive conditions 3/4"NPT MODELS) IN TO ENSURE present. ENGAGEMENT The owner is responsible for the in- FIGURE 14 WITH SPRINKLER p W-TYPE 6 SPRINKLER WRENCHING AREA spection, testing, and maintenance of their fire protection system and de- WRENCH FIGURE 15 • vices in compliance with this docu- W-TYPE 7 RECESSED ment, as well as with the applicable SPRINKLER WRENCH standards of the National Fire Protec- facturer should be contacted relative tion Association (e.g., NFPA 25), in to any questions. addition to the standards of any other It is recommended that automatic Inspection requirements Service in and/or nati with authorities having jurisdiction. The in- sprinkler systems be inspected, local requirements and/or national stalling contractor or sprinkler manu- tested, and maintained by a qualified codes. • Page 10 of 10 TFP171 P/N 57 - XXX - X - XXX I I TEMPERATURE MODEL/SIN RATING SPRINKLER • 330 2.8K UPRIGHT(1/2"NPT) TY1131 135 135°F/57°C 331 2.8K PENDENT(1/2"NPT) TY1231 1 NATURAL BRASS 155 155°F/68°C 340 4.2K UPRIGHT(1/2"NPT) TY2131 4 WHITE POLYESTER 175 175°F/79°C 341 4.2K PENDENT(1/2"NPT) TY2231 3 WHITE(RAL9010)* 200 200°F/93°C 370 5.6K UPRIGHT(1/2"NPT) TY3131 9 CHROME PLATED 286 286°F/141°C 371 5.6K PENDENT(1/2"NPT) TY3231 7 LEAD COATED 390 8.0K UPRIGHT(314"NPT) TY4131 391 8.0K PENDENT(314"NPT) TY4231 *Eastern Hemisphere sales only. 360 8.0K UPRIGHT(1/2"NPT) TY4831* 361 8.0K PENDENT(1/2"NPT) TY4931* TABLE D PART NUMBER SELECTION SERIES TY-FRB PENDENT AND UPRIGHT SPRINKLERS In no event shall TFBP be liable, in Ordering Limited contract, tort, strict liability or under any other legal theory, for incidental, Warranty indirect,special or consequential dam- Procedure ages, including but not limited to labor Products manufactured by Tyco Fire& charges, regardless of whether TFBP When placing an order, indicate the Building Products (TFBP) are war- was informed about the possibility of full product name. Refer to the Price ranted solely to the original Buyer for such damages, and in no event shall List for complete listing of Part Num- ten(10)years against defects in mate- TFBP's liability exceed an amount bers. rial and workmanship when paid for equal to the sales price. Contact your local distributor for avail- and properly installed and maintained ability. under normal use and service. This The foregoing warranty is made in lieu Y• warranty will expire ten (10) years of any and all other warranties. ex- from date of shipment by TFBP. No press or implied. including warranties Sprinkler Assemblies with NPT warranty is given for products or com- of merchantability and fitness for a oar- Thread Connections: ponents manufactured by companies ticular purpose. Specify: (Specify Model/SIN), Quick Response, (specify K-factor), (specify not affiliated by ownership with TFBP This limited warranty sets forth the ex- temperature rating), Series TY-FRB or for products and components which clusive remedy for claims based on (specify Pendent or Upright) Sprinkler have been subject to misuse,improper failure of or defect in products,materi- with (specify type of finish or coating), installation, corrosion, or which have als or components, whether the claim P/N (specify from Table D). not been installed, maintained, modi- is made in contract, tort, strict liability fied or repaired in accordance with ap- or any other legal theory. Recessed Escutcheon: plicable Standards of the National Fire Specify: Style (10, 20, 30, or 40) Re Protection Association, and/or the This warranty will apply to the full ex- P fY Y ( ) standards of any other Authorities tent permitted by law.The invalidity,in cessed Escutcheon with(specify*)fin- Having Jurisdiction. Materials found whole or part, of any portion of this ish, P/N (specify*). by TFBP to be defective shall be either warranty will not affect the remainder. *Refer to Technical Data Sheet TFP770. repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor Sprinkler Wrench: authorizes any person to assume for it, Specify: W-Type 6 Sprinkler Wrench, any other obligation in connection with P/N 56-000-6-387. • the sale of products or parts of prod- ucts.TFBP shall not be responsible for Specify: W-Type 7 Sprinkler Wrench, sprinkler system design errors or inac- P/N 56-850-4-001. curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. TYCO FIRE&BUILDING PRODUCTS,451 North Cannon Avenue,Lansdale,Pennsylvania 19446 , , 'Fire & Buildin RECEIVED �tyco g Products MAY 8 2014 CITY OF TIGARD Technical Services:Tel:(800)381-93121 Fax:(800)791-5500 BUILDING DIVISION Series ELO-231 Upright and Pendent Sprinklers Standard Response, Standard Coverage General sible corrosive atmospheres. Conse- quently, it is recommended that the r end user be consulted with respect to _ Description the suitability of these corrosion resis- . "14INIar- The 11.2 K-factor, Series ELO-231, tant coatings for any given corrosive T environment. The effects of ambient Standard Response, Standard Cover- temperature, concentration of chemi- age, Upright and Pendent Sprinklers cats, and gas/chemical velocity, (Ref. Figure 1) are automatic sprin- should be considered, as a minimum, . ____i__-___,: __,': klers of the fusible solder type. They along with the corrosive nature of the are "standard response -spray sprin- chemical to which the sprinklers will be klers" that produce a hemispherical exposed. ' water distribution pattern below the r deflector. An upright intermediate level version of the Series ELO-231 Sprinklers for The 11.2 K-factor,ELO-231 Sprinklers in-rack applications can be obtained - were subjected to full scale,high-piled by utilizing the Series ELO-231 Up- storage,fire tests to qualify their use in right Sprinkler with the WSG-2 Guard lieu of 5.6 or 8.0 K-factor standard & Shield, and a pendent intermediate 7.-__- sprinklers for the protection of level version of the Series ELO-231 high-piled storage. Sprinklers can be obtained by utiliz- —= Higher flow rates can be achieved at ing the Series ELO-231 Pendent much lower pressures with the 11.2 Sprinkler with the WS-2 Shield. If there '� . K-factor, ELO-231 Sprinklers—mak- is a possibility of the pendent interme- Sri ing their use highly advantageous in diate level version being exposed to ii) high density applications, such as the mechanical damage,a G 2 Guard can protection of high-piled storage. be added. !: Wax or lead coatings can be used to WARNINGS . i extend the life of the copper alloy corn- The 11.2 K-factor, Series ELO-231 ponents used in Series ELO-231 sprin- Upright and Pendent Sprinklers de- , klers beyond that which would other- scribed herein must be installed and 7 wise be obtained when exposed to maintained in compliance with this corrosive atmospheres.Although wax document, as well as with the applica- — and lead coated sprinklers have ble standards of the National Fire Pro- passed the standard corrosion tests of tection Association, in addition to the the applicable approval agencies, the standards of any other authorities hav- testing is not representative of all pos- ing jurisdiction. Failure to do so may impair the performance of these de- vices. IMPORTANT The owner is responsible for maintain- ing their fire protection system and de- Always refer to Technical Data vices in proper operating condition. Sheet TFP700 for the `INSTALLER The installing contractor or manufac- WARNING" that provides cautions turer should be contacted with any with respect to handling and instal- questions. lation of sprinkler systems and com- ponents. Improper handling and in- Installation of Series ELO-231 Pen- stallation can permanently damage dent Sprinklers in recessed escutch- a sprinkler system or its compo- will void all sprinkler warranties, nents and cause the sprinkler to fail as well as possibly void the sprinkler's to operate in a fire situation or cause Approvals and/or Listings. it to operate prematurely. Page 1 of 6 MARCH, 2007 TFP34O Page 2 of 6 TFP34O SPRINKLER FINISH TYPE TEMPERATURE FRAME NATURAL CHROME LEAD WAX WAX COLOR BRASS PLATED COATED COATED OVER LEAD UPRIGHT 165°F/74°C Unpainted 1,2,3,4 (TY5111 212°F/100°C White 1,2,3,4 TY5811) 286°F/141°C Blue 1,2,3,4 I 10),2(a),3(a),4(a) 165°F/74°C Unpainted 1,2,4 PENDENT 212°F/100°C White 1,2,3,4 (TY5211 286°F/141°C Blue 1,2,4 I 1(a),2(a),4(a) NOTES: 1. Listed by Underwriters Laboratories,Inc. (UL Listed). 2. Listed by Underwriters Laboratories,Inc.for use in Canada (C-UL Listed). 3. Approved by Factory Mutual Research Corporation(FM Approved). 4. Approved by the City of New York under MEA 291-04-E. (a). Listed/Approved for a maximum ceiling temperature of 150°F/66°C. TABLE A LABORATORY LISTINGS AND APPROVALS FOR 11.2 K-FACTOR SERIES ELO-231 UPRIGHT AND PENDENT SPRINKLERS (Refer to the Design Criteria Section) Model/Sprinkler Technical Design Criteria Identification Data UL and C-UL Listing Requirements Numbers Approvals The 11.2 K-factor, Model ELO-231 UL and C-UL Listed. FM and NYC Ap- (TY5111, TY5211 & TY5811) Sprin TY5111 -Upright 11.2K, 3/4"NPT proved.(Refer to Table A for complete klers are to be installed in accordance TY5211 - Pendent 11.2K, 3/4"NPT approval information including corro- with NFPA 13 standard sprinkler posi- TY5811 -Upright 11.2K, 1/2"NPT sion resistant status. The approvals lion and area/density flow calculation TY5111 is a redesignation for C5111. apply to the service conditions indi- requirements for light,ordinary, or ex- cated in the Design Criteria section.) tra hazard occupancies, as well as TY5211 is a redesignation for C5211. Maximum Working Pressure high piled storage occupancies (solid TY5811 is a redesignation for C5811. 175 psi (12,1 bar) piled,palletized,rack storage,bin box, and shelf storage including but not Urn- Discharge = har har ge e Coefficient ifficce ient ited to Class I-IV and Group A plastics) (161,4 LPM/bar1/2) with a minimum residual (flowing) pressure of 7 psi (0,5 bar) for wet or Temperature Ratings dry pipe systems. Refer to Table A Finishes FM Approval Refer to Table A Requirements Physical Characteristics The 11.2 K-factor, Model ELO-231 Sprin- Frame Bronze (TY5111, TY5211 & TY5811) Sprin- Seal Disc Copper klers are to be installed in accordance Sea Bronze with the applicable"control mode den- Cap Assembly . Solder, Bronze, sity/area"guidelines provided by Fac- Stlder, Bronze, tory Mutual. (FM guidelines may differ Compression Screw Bronze from UL and C-UL Listing criteria.) Deflector Bronze Helper Spring . . . . Stainless Steel Ejector Spring Nickel Strut Clip Stainless Steel TFP34O Page 3 of 6 *Temperature rating is indicated on deflector. **Pipe thread connections per ISO 7/1 can be provided on 1/2"(12,7 mm) • special request. NOMINAL MAKE-IN Components: Ill III 3/4"** ! 1 - Frame — NPT 1 # f 2- Seal Disc • u IT1T1C� n/177Ti�1T11T1 2 C.. 4 3- Cap 7 4- Strut 2-13/16" /Tel 4∎1 3 Assembly WRENCH THREAD ` ,}1 �� 5- Compression (71TMP m) (, FLATS �II !I .}}� RELIEF C��'/��I, 8 4 Screw � L�J �� — 6 Deflector* ` /�■/\ 9 5 icl 7- Helper _. _,. _ �iCi Spring 1/2"** �` 314"** 6 —�C�--- 8 Ejector NPT NPT II • Spring 9- Strut Clip 7/16"(11,1 mm) t_ 1/2"(12,7 mm) NOMINAL MAKE-IN NOMINAL MAKE-IN UPRIGHT UPRIGHT PENDENT CROSS TY5811 TY5111 TY5211 SECTION FIGURE 1 11.2 K-FACTOR SERIES ELO-231 UPRIGHT-3/4"NPT(TY5111), UPRIGHT- 1/2"NPT(TY5811),AND PENDENT-3/4"NPT(TY5211)SPRINKLERS Operation Installation "FITTING SIDE" TOWARDS SPRINKLER A fusible alloy is sealed into a bronze The Series ELO-231 Sprinklers must FITTING actuating rod (center strut) by a stain- be installed in accordance with the fol- less steel ball.When the alloy melts at lowing instructions: - its rated temperature,the ball is forced _ = ev, upward into the center strut, releasing NOTES — V the two ejectors and operating the A leak tight 3/4 inch NPT sprinkler joint sprinkler. should be obtained with a torque of 10 WRENCH to 20 ft.lbs. (13,4 to 26,8 Nm).A maxi- mum of 30 ft.lbs. (40,7 Nm)of torque RECESS is to be used to install sprinklers with (END"A") 3/4 NPT connections. A leak tight 1/2 inch NPT sprinkler joint should be ob- FIGURE 2 tained with a torque of 7 to 14 ft.lbs. W-TYPE 3 SPRINKLER (9,5 to 19,0 Nm).A maximum of 21 ft. WRENCH lbs. (28,5 Nm)of torque may be used to install sprinklers with 1/2 NPT con- nections. Higher levels of torque may 3 Sprinkler Wrench (Ref. Figure 2), distort the sprinkler inlet and cause except that an 8 or 10 inch adjustable leakage or impairment of the sprinkler. Crescent wrench is to be used for wax Do not attempt to make-up for insuffi- coated sprinklers. With reference to cient adjustment in the escutcheon Figure 1, the W-Type 3 Sprinkler plate by under-or over-tightening the Wrench or the adjustable Crescent sprinkler. Readjust the position of the wrench, as applicable is to be applied sprinkler fitting to suit. to the wrench flats. The Series ELO-231 Upright and When installing wax coated sprinklers Pendent Sprinklers must be installed with the adjustable Crescent wrench, in accordance with the following in- additional care needs to be exercised structions. to prevent damage to the wax coating • on the sprinkler wrench flats or frame Step 1. Pendent sprinklers are to be arms and, consequently, exposure of installed in the pendent position, and bare metal to the corrosive environ- upright sprinklers are to be installed in ment. The jaws of the wrench should the upright position. be opened sufficiently wide to pass Step 2. With pipe thread sealant ap over the wrench flats without damag- plied to the pipe threads, hand tighten ing the wax coating. Before wrench the sprinkler into the sprinkler fitting. tightening the sprinkler,the jaws of the wrench are to be adjusted to just con- Step 3. Tighten the sprinkler into the tact the sprinkler wrench flats. After sprinkler fitting using only the W-Type wrench tightening the sprinkler,loosen Page 4 of 6 TFP34O the wrench jaws before removing the wrench. Care and Limited After installation, the sprinkler wrench Maintenance Warranty flats and frame arms must be in- spected and the wax coating re- Series ELO-231 Sprinklers must be Products manufactured by Tyco Fire& touched(repaired)whenever the coat- maintained and serviced in accord- Building Products (TFBP) are war- . ing has been damaged and bare metal ance with the following instructions: ranted solely to the original Buyer for is exposed. The wax coating on the ten(10)years against defects in mate- wrench flats can be retouched by gen- NOTES rial and workmanship when paid for tly applying a heated 1/8 inch diameter Before closing a fire protection system and properly installed and maintained steel rod to the areas of wax that have control valve for maintenance work on under normal use and service. This been damaged,to smooth it back over the fire protection system that it con- warranty will expire ten (10) years areas where bare metal is exposed. trols, permission to shut down the af- from date of shipment by TFBP. No NOTES fected fire protection system must be warranty is given for products or corn- NOTES obtained of the wax coating ap- obtained from the proper authorities ponents manufactured by companies plied retouching the wrench flats and frame and all personnel who may be affected not affiliated by ownership with TFBP p by this action must be notified. or for products and components which arms is permitted, and the retouching have been subject to misuse,improper is to be performed only at the time of Sprinklers that are found to be leaking installation, corrosion, or which have the initial sprinkler installation. or exhibiting visible signs of corrosion not been installed, maintained, modi- must steel rod should be heated only to must be replaced. fied or repaired in accordance with ap- the point at which it can begin to melt Automatic sprinklers must never be be plicable Standards of the National Fire the wax, and appropriate precautions painted, plated, coated or otherwise Protection Association, and/or the need to be taken, when handling the altered after leaving the factory. Modi- standards of any other Authorities heated rod, in order to prevent the fled or over-heated sprinklers must be Having Jurisdiction. Materials found installer from being burned. replaced. by TFBP to be defective shall be either If attempts to retouch the wax coating Care must be exercised to avoid dam- repaired or replaced, at TFBP's sole with complete coverage are unsuc- age to the sprinklers—before,during, option. TFBP neither assumes, nor p g authorizes any person to assume for it, cessful,additional wax can be ordered and after installation. Sprinklers dam- any other obligation in connection with in the form of a wax stick (the end of aged by dropping, striking, wrench the sale of products or parts of prod- which is color coded). Only the correct twist/slippage, or the like, must be re- ucts.TFBP shall not be responsible for color coded wax is to be used, and placed. sprinkler system design errors or inac- retouching of wrench flats and frame Frequent visual inspections are rec- curate or incomplete information sup- arms is only permitted at the time of ommended to be initially performed for plied by Buyer or Buyer's repre- initial sprinkler installation. With the corrosion resistant sprinklers,after the sentatives. steel rod heated as previously de- installation has been completed, to In no event shall TFBP be liable, in scribed, touch the rod to the area re- verify the long term potential integrity quiring additional wax with the rod an- of the sprinkler coatings. Thereafter, contract, tort, strict liability or under gled downward, and then touch the annual inspections per NFPA 25 any other legal theory, for incidental, wax stick to the rod approximately should suffice; however, instead of in- indirect,special or consequential dam- one-half inch away from the area re- specting from the floor level,a random ages, including but not limited to labor quiring retouching. The wax will melt sampling of close-up visual inspec- charges, regardless of whether TFBP and run down onto the sprinkler. tions should be made, so as to better was informed about the possibility of determine the exact sprinkler condi- such damages, and in no event shalt tion and the long term integrity of the equal to lie sity exceed an amount corrosion resistant coating, as it may equal to the sales price. be affected by the corrosive conditions The foregoing warranty is made in lieu present. of any and all other warranties. ex- The owner is responsible for the in- Dress or implied. including warranties spection, testing, and maintenance of of merchantability and fitness fora oar- their fire protection system and de- ticular purpose, vices in compliance with this docu- This limited warranty sets forth the ex- ment, as well as with the applicable clusive remedy for claims based on standards of the National Fire Protec- failure of or defect in products, materi- tion Association (e.g., NFPA 25), in als or components, whether the claim addition to the standards of any other is made in contract, tort, strict liability authorities having jurisdiction. The in- or any other legal theory. - stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national code. TFP34O Page 5 of 6 Ordering P/N 50 - XXX - X - XXX Procedure � A Part Number (P/N) is not specified when ordering sprinklers with thread connections per ISO 7/1. Contact your local distributor for avail- SPRINKLER ability. _ TEMPERATURE TYPE 1 NATURAL BRASS RATING Sprinkler Assemblies with NPT Thread Connection: 110 UPRIGHT 9 CHROME PLATED 165 165°F/74°C Specify: (specify SIN), 11.2 K-factor, 3/4"NPT (specify temperature rating), Series (TY5111) 6 WAX COATED 212 212°F/100°C ELO-231 Standard Response(specify -- Pendent or Upright) Sprinkler with 112 PENDENT 7 LEAD COATED 286 286°F/141°C (specify finish), P/N (specify from Ta- 3/4"NPT ble B). (TY5211) 8 WAX OVER LEAD Sprinkler Wrench: 210 UPRIGHT Specify: W-Type 3 Sprinkler Wrench, 1/2"NPT P/N 56-895-1-001. (TY5811) Wax Sticks: TABLE B (for retouching wrench damaged PRODUCT SYMBOL NUMBER SELECTION wax coating) 11.2 K-FACTOR SERIES ELO-231 Specify: (Specify color) color coded STANDARD RESPONSE UPRIGHT AND PENDENT SPRINKLERS Wax Stick for retouching(specify tem- perature rating)temperature rated Se- ries ELO-231 Sprinklers, P/N (spec- ify). Red for 165°F P/N 56-065-1-155 Blue for 212°F and 286°F P/N 56-065-1-286 NOTES Each wax stick is suitable for retouch- ing up to twenty-five sprinklers. The wax used for 286°F sprinklers is the same as for 212°F sprinklers,and, therefore,the 286°F sprinkler is limited to the same maximum ceiling tempera- ture as the 212°F sprinkler (i.e., 150°F). , • ,State Pipe& Supply, Inc. Pa�tc I of 2 4$ State Pipe & Su • • ' , Oho . t Mill • I Y I COMPANY PROFILE PRODUCTS&SERVICES EXCESS INVENTORY/SPECIAL OFFERS BRANCH OFFI I IProducts ' ethnical Specs:A53 Seamless&Welded Standard Pipe J—. welded&5eamless 1 6 0. ..r+. Bask ► Print P . • /A Grade BPI Domestic-AS3F C.W. General Description S _ •H.! B, &Import-AS3AEA.W. Specification A53 covers Seamless and Welded, black and hot-dipped I '- 001/1/1):41 .;`d Fire 5prinlderPipe/ galvanized nominal (average) wall pipe for coiling, bending, flanging, and 411..,, SPS Flow Pipe J other special purposes and is suitable for welding. -- _ ►.-'.� } Fittings,Flanges&Valves !. ASA Pipe Schedules Mechanical Properties -Tensile Requirements — OrnamentalTubing� •-• , I ServilCai Seamless and ERW Grade A Grade B Tensile Strength, min., psi 48,000 60,000 -,' .,-=-.; Cutting-(diameters) Yield Strength, min., psi 30,000 35,000 Grooving(cut grooving, roll grooving) Threading&Beveling Chemical Requirements Spedals Seamless and ERW C max% Mn max% P max% S max% EXCESS PIPE& - Grade A 0.25 0.95 0.05 0.045 NI SPECIAL DEFERS'. SeAFI Grade B 0.30 1.20 0.05 0.045 IContact Sales Dept. _ Visit our par INews Testing Requirements �► SHAH Steel Steel Pipe Hydrostatic Testing Market News Hydrostatic inspection test pressures for plain end and threaded and coupled pipe are specified. Hydrostatic pressure shall be maintained for IJob Openings not less than 5 seconds for all sizes of Seamless and Electric Resistance Weld Pipe. Mechanical Tests Tensile Test Transverse required on ERW for NPS 8 & larger. Flattening Test For NPS 2 and larger, STD and XS walls. (Not required for XXS pipe) Bending Test(cold) For NPS 2 and under, XS wall and under For NPS 1 1/4 and under, under XXS wall. I Degree of Bend Diameter of Mandrel For Normal A53 Uses 90 12 x dia. of pipe For Close Coiling 180 8 x dia. of pipe Number of Tests Seamless and Electric Resistance Weld - Bending, flattening, tensile on one length of pipe from each lot of 500 lengths, of each pipe size. Permissible Variations Wall Thickness The minimum wall thickness at any point shall not be more than 12.5% under the nominal thickness specified. http://www.statepipe.com/specs_a53.html 4/16/2009 • '1 Tol-Brace Seismic Calculations RECEIVED 150 Project Address: CONSOLIDATED SUPPLY CO. 7,0 LCo.. 7337 SW KABLE LANE MAY g 2014 a brand of NIBCO TIGARD,OR 97223 CITY OF TIGARD BUILDING DIVISION Job#14013 Calculations based on 2007 NFPA Pamphlet#13 Brace Information Tolco Brace Components Maximum Spacing 80'0" (24.38 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length T 0" (2.14 m) Fig.4A Clamp 1745 lbs(792 kg) Bracing Material 1"Sch.40 Fig.980 Universal Swivel 2395 lbs(1086 kg) Angle from Vertical 60° Min. 'Calculation Based on CONCENTRIC Loading 'Please Note:These calculations are for Tolco components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.421"(11 mm) UR Value 200 Assembly Detail Max Horizontal Load 2124 lbs(963 kg) TOLCO FIG.980 UNIVERSAL SWAY BRACE Fir ATTACHMENT TYP. Force Factor(Cp) 0.05 STEEL PIPE LATERAL BRACE Fastener Information . Fastener Orientation NFPA Type C TOLCO HG.4A O. PIPE CLAMP rOR �. SWAY BRACING Type Dual Lag Bolts-Fig.906 I Diameter 5/8in.(16 mm) Length 3-1/2in.(89 mm) Brace Identification on Plans LONGITUDINAL-6"MIAN Maximum Load 489 lbs(222 kg) Orientation of Brace Longitudinal Braced Pipe:6"Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 6"Sch.10 Steel Pipe(152.4 mm) 80ft(24.4 m) i1/4 11 p kg) 4461N4 IP% K.CS OREGON N C. Se3 Percentage added for Fittings and Sprinklers 115% I� � 11 lbs(6.35 kg) Total Adjusted Load of all pipe within Zone of Influence p 106 lbs(48 kg) (Tol-Brace Version 7) Tol-Brace Seismic Calculations CONSOLIDATED SUPPLY CO. Job# 14013 (1,g)TOLCO 7337 SW KABLE LANE a brand of NIBCCT Brace Identification LONGITUDINAL-6"MIAN Brace Type(Per NFPA#13) NFPA Type C Braced Pipe 6"Sch.10 Steel Pipe Spacing of Brace 80'0"(24.38 m) Orientation of Brace Longitudinal Bracing Material 1" Sch.40 Maximum Brace Length 7'0" (2.14 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 60° Type of Fastener 5/8 x 3-1/2(16 x 89 mm) Dual Lag Bolts Perpendicular to Beam-TOLC( Length of Fastener 3-1/2in.(89 mm) Summary of Pipe within Zone of Influence 6"Sch.10 Steel Pipe(152.4 mm) 1 80ft(24.4 m) G-Factor Used 0.05 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 106 lbs(48 kg) Material Capacity 2124 lbs(963 kg) Fastener Capacity 489 lbs(222 kg) Fig.4A Clamp 1745 lbs(792 kg) Fig.980 Universal Swivel 2395 lbs(1086 kg) Structural Member MIN 4x Wood Member Calculations prepared by VENI TKACHENKO 'The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only,not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com I DETAIL 1C PIPE CLAMP TRANSVERSE RIGID BRACE 112'THROUGH 24'PIPE SIZE SEE STRUCTURAL ATTACHMENTS SECTION `® i I I Ili f TOLCO P .NO LI WVERSAL 1 1 1 SWAY BRACE ATTACHMENT. TIGHTEN UNTL BREAK-OFF i`i i (n BOLT HEAD COMES Of F. I I I I I .1 (SEE PAGE 11.1) (TYP) ad I i II 1 MN, 1 I i ot TOLSTRUT A•12 CHANNEL .� . �. . OR SCH.40 STEEL PIPE .� TRANSVERSE BRACE (SEE PAGE 11-20) � I f.�III TOLCO FIG.IiAO UNIVERSAL / �� SWAY BRACE ATTACHMENT TIGHTEN UNTIL BREAK-OFF I BOLT HEAD COMES OFF. 61 f 1' (SEE PAGE 11-1) r j....0, (TYP) TOW°FIG 4(17-317) ).\"v.— OR 4A(4'•S')PIPE CLAMP. MAY BE ROTATED VERTICAL TO HORIZONTAL 90'. 1•-V PIPE INSTALL WITHIN 4'OF SUPPORT HANGER ROD MAY REQUIRE A STIFFENER. (SEE PAGE 12-4.12-5) ( ) TOLCO FIG.0EON UNIVERSAL SWAY BRACE ATTACHMENT. TIGHTEN UNTIL BREAK OFF BOLT HEAD COMES OFF. (SEE PAGE 114) 4 •45# iii .c 10 -24'PIPE APPROVED O itr, ®TDL.Cç). Fixed Equipment Anchorage i . m . Office of SteIevAde Hemel Planning and Development _ S a — — - _zUBAIR SHEIKH OPA- 0300 July 21, 2003 as ~ 1- en `•vim Her 3 V hi.rn.xn"" No. 4039 Qo � � E,F. 12-31-43 * Mr2.� ,91 *� 1 ��T STRUCTURAL ENGINEER S 4039 411, hi. .. .' oht ! • airhM OM 334411111 PAGE: 2.4 DATE: Jury 21.2003 Tol-Brace Seismic Calculations Project Address: CONSOLIDATED SUPPLY CO. ToLcO, 7337 SW KABLE LANE a brand of NIBCCY TIGARD,OR 97223 Job#14013 Calculations based on 2007 NFPA Pamphlet#13 Brace Information Tolco Brace Components Maximum Spacing 40'0" (12.19 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length 7 0" (2.14 m) Fig.1001 Clamp 1386 lbs(629 kg) Bracing Material 1"Sch.40 Fig.980 Universal Swivel 2395 lbs(1086 kg) Angle from Vertical 60° Min. *Calculation Based on CONCENTRIC Loading *Please Note:These calculations are for Tolco components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.421" (11 mm) LJR Value 200 Assembly Detail Max Horizontal Load 2124 lbs(963 kg) TOLCO FIG. 960 , 0.05 UNIVERSAL SWAY BRACE Force Factor(Cp) ATTACHMENT HMMENT STEEL PIPE , `j LATERAL BRACE Fastener Information Fastener Orientation NFPA Type C f. 41e) Type Dual Lag Bolts Fig.906 TOLCO FIG. 1001 f. Diameter 1/2in.(13 mm) FAST CLAMP 3-1/2in.(89 mm) Brace Identification on Plans LATERAL-4"MAIN Maximum Load 318 lbs(144 kg) Orientation of Brace Lateral Braced Pipe:4"Sch.7 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 4"Sch.7 Steel Pipe(101.6 mm) 40ft(12.2 m) 23 lbs(10 kg) 2"Sch.7 Steel Pipe(50.8 mm) 244ft(74.4 m) 49 lbs(22 kg) Percentage added for Fittings and Sprinklers 15% 11 lbs(4.99 kg) Total Adjusted Load of all pipe within Zone of Influence 82 lbs(37 kg) rbol-Brace Version 7? Tol-Brace Seismic Calculations CONSOLIDATED SUPPLY CO. Job# 14013 TOLCOI 7337 SW KABLE LANE a brand of NIB BCD' Brace Identification LATERAL-4"MAIN Brace Type(Per NFPA#13) NFPA Type C Braced Pipe 4"Sch.7 Steel Pipe Spacing of Brace 40'0" (12.19 m) Orientation of Brace Lateral Bracing Material 1"Sch.40 Maximum Brace Length 7'0" (2.14 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 60° Type of Fastener 1/2 x 3-1/2(13 x 89 mm) Dual Lag Bolts Parallel to Beam-TOLCO Fig 9 Length of Fastener 3-1/2in.(89 mm) Summary of Pipe within Zone of Influence 4"Sch.7 Steel Pipe(101.6 mm) i40ft(12.2 m) 2"Sch.7 Steel Pipe(50.8 mm) 2448(74.4 m) G-Factor Used 0.05 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 82 lbs(37 kg) Material Capacity 2124 lbs(963 kg) Fastener Capacity 318 lbs(144 kg) Fig.1001 Clamp 1386 lbs(629 kg) Fig.980 Universal Swivel 2395 lbs(1086 kg) Structural Member WOOD GL Calculations prepared by VENI TKACHENKO 'The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only,not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com RECEIVED EQUIPMENT SUBMITTAL MAY 8 2014 ZURBRUGG WAREHOUSE FOREST GROOVE, OR CITY OFTIGARD AFP Job# 14056 BUILDING DIVISION ITEM MANF. MODEL SIZE COMMENTS *** SPRINKLERS *** Standard Fast Resp. SSU Tyco TY-FRB 1/2" Bronze 200' Storage SSU Tyco ELO-231 3/4" Bronze 286' *** PIPE *** Grooved End Bull Moose Eddy Pipe 1 1/4"-4" Black Grooved End State Pipe Sch 10 1 1/4"-6" Black Screwed End State Pipe Sch 40 1"-2" Black *** FITTINGS *** Grooved Star Varies 1 1/4"-6" Black Screwed Smith cooper Varies 1"-2" Black *** HANGERS *** Beam Clamp Anvil fig. 92 3/8" Coach Screw Rod Anvil fig. 142 3/8" Ring Hanger Grinnell fig. 69 Sway Brace Attachment Tolco fig. 4L Sway Brace Attachment Tolco fig.980 Sway Brace Attachment Tolco fig. 1001 *** MISCELLANEOUS *** Fire Caulking Hilti FS-One - As Required �A4 _�` � AFP SYSTEMS, INC. 71 AUTOMATIC FIRE PROTECTION y��— t-- 19435 S.W. 129th Avenue S 8T1E� Tualatin,OR 97062 (503)692-9284 t, FAX(503)692-1186 Fed.Tax 093-1011903 ., A ret„IylL:ATION A53 Sizes ya--26- Std., XS and XXS, A.N.S.I.Schedules FOREIGN 10 through 160—Other sizes subject to inquiry. Scope Covers seamless and welded BLACK and hot-dipped galvanized nominal (average) wall pipe for coiling, bending. flanging and other special pur- poses and is suitable for welding. BUTTWELOEO pipe is not intended for flanging troll back operation to form flange using pipe wait. r:t A N U F A C T U R E Purpose for which pipe is intended should be stated on order. Kinds of Steel Open-hearth Basic-orygen .. Permitted For Electric•furnace . Schedule 10 & 40 , Pipe Material CEO. . Hot-Dipped Sets standards for coating of pipe with zinc inside and outside by the li LI Galvanizing hot-dipped process. Weight of coating must not average less than 1.8 oz. per square foot and not less than 1.6 oz. per square loot. . Permissible Variations Same as A120. - in Wall Thickness • MAY 8.2014 Chemical T/PBS(Seamless pipe)L Type[(elrcbie wild) - Requirements Open•Nearto,Electric• Cvepn ,t,,n_>aaa% Of TIG furnace w Susie Oxygen C Mn P S CITY ARU .; Grads A 0.25 ceps 0.05 0.06 N Brae S 0.70 1.20 O Os 0.06 BUILDING•b1VISI0 Open-Hearth,Electric• Type F(lurnacf•.etded furnace Cr Susie OrTCen C CelAnpipe)ailitn e _Ma,rye S• — — 0.06 0.06 Tensile 8uttwelded(rvrnace-.e der) acid• O.N.,Belie Oxygen • • Requirements Tensile Steen h min., fr Bessemer or Elee.Vero.gt P 50,000 45,000 • •• Yield Point min., psi 30.000 25,CCO Seamless or Electric•Weld grade A Bride • Tensile Strength min., psi 48.000 60,000 Yield Point min., psi 30,000 35.000 Hydrostatic Hydrostatic inspection-test pressures for plain end and threaded and Testing coupled pipe are specified. Hydrostatic pressure shalt be maintained for not less than 5 seconds for all sizes of seamless and electric•weld pipe. - Permissible For Extra Strong and fighter wall thicknesses Variations in Plus or Minus 5% Weights per Foot For heavier than extra strong wall thicknesses Plus or Minus 10% Permissible Variations Same as A120. in Outside Diameter Mechanical Tests Tensile Test—Transverse required on EW sizes 314" and larger. Specified Bending Test (Cold) Std. and X5.2" and under. XXS-11/4" and under. Degree of Bend Diameter of Mandrel For Normal A53 Uses 90 12 z nom.dia,of pipe For Close Coiling 180 8 x nom.dia.of pipe • Flattening Test • 21/2"and larger Std. and XS. (Not required for XXS pipe). . • Number of Seamless and 8uttweld—Bending, flattening tensile on one length of pipe Y Tests Required from each lot of 500 lengths or less of a size. • " • . Electric-Weld—Bending and tensile on one length of pipe from each lot r :R of 500 lengths or less of a size. - ` p'''-t'•r ':`- - . 5. Electric•Weld—Flattening on both crop ends of each length.(Coil, in case. • :. 4 qtr. of multiple lengths.) >aR'y Lengths • Same as A120_ . '...-:•.-.-''. : �:•''` <, :Y.` a . , _ negotiation.) -(lengths longer than single tandem, heavier wall than XS subject to . - ' L ▪ 3 Required Markings Rolled, Stamped or Stenciled ,. =s :1,,r, 4;1,=2,a4 on Each Length • Name or brand of manufacturer. !`• :`. :- ;'�� r„�, _ �-`'...1 r. ▪ :,0,„.4.i...,5,....,__Q n Ta :gale a eta each Kind of i ° r- .. r +y pipe, that is, furnace buttwelde?, EW ssaiittess B.!te_�'"'� •' :S�`>„�xy r: ..: i l'• -z Aught XS—for extra strong.XX , strange:ti p ,_ '°'le, ,4 - S—for doubts extra '�. r W's. r.. 7 ► <r ASTM A53. _� _,_� s � Also necessary to indicate when efec:ric•furnat��r+ '• r r' �'l �- �, ,.-�'e . length of pipe, or basic•oxygen Steel is.used.i.41%,4147/..,:;:,: �!• �.�.4 - ^ /ir '.•cam .. L i jo.cs I :.!fit t L :,+„ y 1 A e General ..• Couplings—Applied hhandlin tight. Cau hn s 2.',and,smaller strai ht `' ,,, Y:_ i handling . G g . 8 .ice ,. , u, ; •<<°r Inf•Ormatior' tapped,other sizes taper tapped.Line pipe couplings-may be speciiii•c'A +-,. ,• .,'mot •X_• :Thread Protection—Same as specified under A1200....,. �r ..1;,`• •:''‘:.'> rr �-- c s' +°� ;y�.c, ,. .- End Finish(unless otherwise specified) .0.5 ,'r'.-q-• 'llu.d ng'U .::Plat%..r � .!•-. Std. or XS, er watt thicknesses.1 ess than O.SOa in.;Ced- -''ng US) Plain•c .. ,n_t f t ' rye :-.. - - : end beveled.E W pipe may be furnished cold expanded:i;y.. • ,-r....i'g.' - :,�. • tz,.�'=;.:-, -a• rev .'--,; - • •,� Al' US and wall.thicknesses liver OS00 irt:Plain end square cut ;a {t„' ctr: `• �=yyeta X▪ 11 T r�5r; `% . :' '— yam;:•.g • . .;' . . . .- . .'-•- _ _ .,. Eddy Flow • The Cost Effective Replacement for Schedule 10 Realizing the growing need of fire protection systems systems with a working pressure of 300 psi or less. in commercial and residential construction, Bull Please check with appropriate sources for up-to-date Moose Tube has added Eddy Flow to its listings and approval information. comprehensive line of sprinkler pipe products. As an added benefit, it is more economical to use than Eddy Flow is a specially engineered replacement for schedule 10 due to reduced delivery costs and ease schedule 10, offering better flow characteristics while of handling. Furthermore, Eddy Flow's larger ID providing design flexibility. This product is FM provides an opportunity for downsizing and further approved, as well as UL listed (for U.S. and Canada) cost savings. for roll grooving and welding for use in fire protection COMPARISON INSIDE DIAMETER C.R.R.' Nominal Pipe Eddy Flow Schedule 10 Schedule 40 O.D. (in) Eddy Flow Schedule 40 Size in in (in (in) 1 1/4 1.660 1.530 1.442 1.380 1.98 1.00 1 1/2 1.900 1,728 1.682 1.610 3.44 1.00 2 2.375 2.203 2.157 2.067 2.78 1.00 2 1/2 2.875 2,705 2.635 2.469 1_66 1.00 3 3.500 3.334 3.260 3.068 1.00 1.00 4 4.500 4.310 4.260 4.026 1.00 1.00 • Corrosion Resistance Ratio BENEFITS • Dual Certified to ASTM A 135 and A 795. • FM Approved for roll grooved,and welded,and plain-end application in wet systems. • UL Listed(for U.S.and Canada)for joining by welding or by listed rubber gasketed fittings for use in wet,dry, preaction,and deluge type sprinkler systems. • UL Listed(for US and Canada)and FM Approved for use with Victaulic' FIT' Fittings in plain end applications. • Lightweight-saves shipping costs,and offers easier handling. • Can be used with roll grooved couplings or welded outlets for pressures up to 300 psi. • Floor stock available in various lengths produced in Casa Grande(AZ), Gerald(MO),and Masury(OH).Also can be ordered in custom lengths.. • Can be used for wet and dry*systems. .Eddy Flow can be hot dipped galvanized to meet FM's requirement for dry systems. PIPE PREPARATION For proper operation.all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket.pipe surfaces should be • free from indentations and projections from the end of the pipe to the groove. All loose paint,scale,dirt,chips,grease,and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly.causing leakage. Also.check the manufacturer's instructions for the specific fitting used. 1819 Clarkson Road For additional information, O c �� us (q (N( �JV(���/�J{ Chesterfield. MO 63017 contact your salesperson today at Lox J t BULL MOOSE TUBE COMPANY (800)325-4467 (800)325-4467 or(636)537-2600 lJ FAX:(636)537-2645 in the USA,or from Canada www.bullmoosetube.com call(800)882-4666 41> AC RQcompany e-mail:sales,c bulImoosetube.com APPROVED All information contained herein is accurate as known at the time of publication But Moose Tube reserves the right to change product specifications without notice and without incurring obligation 8/08 RECEIVED GROOVED FITTINGS STAR"PIPEPRODUCTS MAY 8 2014 ® 04,21 4> CITY OF TIGARD LISTED LISTED APPROVED BUILDING DIVISION For fire protection services request submittal GRS 1.3 "S"Series products are specifically designed for use in fire protection applications where economy is a factor.All products are UL • &ULC listed as well as factory mutual approved.Maximum working pressure for these products is 300psi. G 4 Al IA a u FIRE PROTECTION FITTINGS SK-1 GROOVED CAP SE-1 90 ELBOW SE-245 ELBOW ST-1 TEE NOMINAL END APPROX. NOMINAL CENTER APPROX. CENTER APPROX. CENTER APPROX. SIZE to WEIGHT SIZE to WEIGHT to WEIGHT to WEIGHT IN. END EACH IN. END EACH END EACH END EACH 1.. IN. Lbs.-. i IN,r1; Lbs r,,; IN, . 0 ,i� Lbs IN, Lbs 1 1/4 0.87 0.32 2 2.75 1.50 2.00 1.29 2.75 2.27 1112 0.87 0.39 21/2 3.00 2.14 2.25 2.00 3.00 3.30 2 1.00 0.54 ', ors o o i 1 I u> 3 3.38 3.60 2.50 3.06 3.38 5.04 2 1/2 1.00 0.75 4 4.00 5.78 3.00 4.89 4.00 7.86 3 1.00 1.23 6 5.50 11.78 3.50 9.95 5.50 19.05 4 1.06 1.95 i s;1 inn 8 6.81 21.10 4.25 15.40 6.94 33.30 6 1.06 4.58 Fittings are cast steel per ASTM A 958 or ductile iron per ASTM A536. 8 1.19 8.98 SE-5 GROOVE X THREAD REDUCING 90 ELBOW NOMINAL O.D. Thread A B Weight VOSS VW, Size IN (IN) (NPT) (IN) (IN) (lbs.) 1'A x'A 1.900 'A-14 1.75 1.38 0.63 1%x' 1.900 %-14 1.88 1.38 0.70 1'A x 1 1.900 1-11.5 2.03 1.50 0.80 2 x%: 2.375 'A-14 1.75 1.63 0.84 11111\12 x' 2.375 '/,-14 1.88 1.63 0.93 O.D. •ii li 2 x 1 2.375 1-11.5 2.03 1.75 1.04 2%x' 2.875 'A-14 1.75 1.81 1.18 a 2'x% 2.875 %-14 1.88 1.81 1.30 111111 21/2 x 1 2.875 1-11.5 2.03 1.94 1.50 NPT A SE-9 DRAIN ELBOW DIMENSION-WEIGHTS NOMINAL O.D. Thread C-E A Approx. Size Weight IN. (IN) (NPT) (IN) (IN) (Ibs.) w - - 2 2.375 1-11.5 2.75 2.16 1.70 --_ 2.5 2.875 1-11.5 3.00 2.16 2.45 I - 1 H 3 3.500 1-11.5 3.38 2.16 3.50 I ::141 r 4 4.500 1-11.5 4.00 2.25 5.25 k 6 6.625 1-11.5 5.50 2.25 14.00 Il for Page 8 GROOVED FITTINGS STAR'PIPE PRODUCTS V L LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 I--lNl+j Ill t 1 I i IR t V L 4• le E-2 45 ELBOW I ELBOW ELBOW112 I E BOW 114 1 ELBOW DRAIN E-4 11 NOMINAL CENTER APPROX. CENTER APPROX. CENTER APPROX. CENTER APPROX. CENTER APPROX. S1ZE to WEIGHT to WEIGHT to WEIGHT to WEIGHT to WEIGHT IN. END EACH END EACH END EACH END EACH END EACH IN LI:Wo ) IN Lbs IN Lbs.:u■ IN-Ir1,'. Lbs IN /51171 Lbs 2.75 11/4 .75 1.1 1.75 0.8 1.75 0.8 1.37 0.5 2.75 1.2 0.5 35 11/2 2.75 1.2 1.75 0.9 1.75 1.0 1.37 0.7 2.75 1.8 7r, _ _, 5 8 2 3.25 2.0 2.00 1.5 2.00 1.6 1.37 0.9 3.25 2.3 E.i •0 21/2 3.75 2.9 2.25 2.2 2.00 2.1 1.50 1.5 3.75 3.0 65 9', 1 3 95 1 4 3 O.D. 3.75 3.1 2.25 1.9 N/A N/A N/A N/A N/A N/A 76.1 9' 1.4 3 4.25 4.3 2.50 3.2 2.25 3.1 1.50 2.0 4.25 3.6 10, 20 0.9 4 5.00 8.7 3.00 5.7 2.87 5.4 1.75 3.3 5.00 3.7 44 15 5 5.50 11.9 3.25 8.2 2.88 7.8 2.00 5.0 5.50 4.3 110 ;,�I .'..7 73 51 , 6 6.50 18.2 3.50 11.0 3.12 8.3 2.00 6.5 6.50 10.7 0 79 51 2.9 - 6.5 O.D. 6.50 15.0 3.50 11.2 N/A N/A N/A N/A N/A N/A SW=Segmentaly Welded Steel 8 7.75 32.2 4.25 20.4 3.87 17.9 2.00 10.0 7.75 20.8 *Forge Steel 10 9.00 49.0 4.75 31.5 4.75 30.0 2.12 143 9.00 29.0 Drain elbow has a standard 1" 6.6 Female NPT outlet 12 10.00 70.0 5.25 44.1 4.87 40.4 2.25 18.7 10.00 33.0 8.5 Drain elbow is SCH 10 steel pipe 1.--CIDE- -CIDE- EIOE EbE EbE i , 1 W o U I I 1 " 150 lb.steel flanged 1 1 1/4"- 12" 14"-24" T-1 TEE F-2 FLANGE NIPPLE1s.'. K-1 GROOVED CAP NOMINAL CENTER APPROX. NOMINAL END AP PR OX. NOMINAL ACTUAL END APPROX. SIZE to WEIGHT SIZE to WEIGHT SIZE PIPE la Wt.IGHI IN. END EACH IN. END EACH IN. SIZE END EACH IN./nlml Lbti.(KUI IN Lbs IN IN Lbs 1114 2.75 1.7 11/4 4.00 2.8 11/4 1.660 1.00 0.40 70 06 11/2 2.75 1.8 11/2 4.00 3.2 11/2 1.900 1.00 0.51 70 06 1 2 3.25 2.9 2 4.00 5.2 2 2.375 1.00 0.88 83 1.3 21/2 3.75 4.6 21/2 4.00 8.0 21/2 2.875 1.00 0.99 21 _ 3 O.D. 3.75 4.3 3 4.00 10.2 3 O.D. 3.000 1.00 0.94 20 30 1; 3 4.25 6.9 4 6.00 17.2 3 3.500 1.00 1.54 8G 31 I' 7 4 5.00 10.9 5 6.00 21.4 4 4.500 1.06 2.72 100 127 4.9 I L2 5 5.50 17.8 6 6.00 26.0 5 5.563 1.06 4.43 140 8.1 160 I. `.0 - 6 6.50 25.0 5 6.00 38.4 6 6.625 1.06 6.64 7110 Ti? 3.0 6.5 O.D. 6.50 24.5 10 8.00 65.0 6.5 O.D. 6.500 1.00 5.50 �., 21 165.1 25 2 5 8 7.75 42.1 12 8.00 91.0 8 8.625 1.19 11.28 191 300 200 213. 30 5 I 10 9.00 69.0 10 10.750 125 21.00 31.3 250 2731 32 5. 12 10.00 91.0 12 12.750 1.25 35.50 32 171 SW=Segmentaly welded steel * Forged steel Page 9 L GROOVED FITTINGS STAR`'PIPEPRODUCTS Or1) U L i LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 CID! Ole EH T-2 REDUCING TEE ■sw) NOMINAL CENTER APPROX. NOMINAL CENTER APPROX. NOMINAL CENTER APPROX. S12E to WEIGHT 312E to WEIGHT SIZE to WEIGHT IN. END EACH IN. END EACH IN. END EACH W IN. Lbs (mm) IN,(mm) Lbs. IIN.(mm) Lb6.0(cil 11/4011!4x1 2.75 1.1 4x452 5.00 10.1 628x21/2 7.75 36.4 ITU (� 00 x 100x50 27 7.6 _ 200 z 200 x 65 19 16.5 11/2011/2x1 2.75 1.8 4x4x21/2(d) 5.00 10.3 808X3 7.75 36.5 100x 100565 27 :.7 0200x80 197 16.6 11/2x11/2x11/4 3.25 2.0 454x3Id) 5.00 10.2 8x8x44I) 7.75 43.5 6s 10001000 .1.6 ,1 19 19.7 2x2x1(d) 3.25 2.2 5X55125 5.50 14.0 8x8x5 7.75 36.8 2x2x11/4 3.25 2.6 5x5x11/4 5.50 14.1 8x8x6(d) 7.75 42.5 732 •125x32 2W,.. 2x 2x11/2 3.25 2.7 5)45311/2 5.50 14.3 10)410x2 9.00 57.1 x40 '7591259. 250925•7'• 21/2X21/2x1 3.75 4.1 5 x 5 x 2 5.50 14.5 10x10x21/2 9.00 57.3 s5x65025 95 1; 25 21/2x21/2x11/4 3.75 4.2 5x5x21/2 5.50 14.8 10x10x3 9.00 57.4 95 1, 250025, 26.0 21/2x21/2x11/2 3.75 4.2 5 x 5 x 3 5.50 15.2 103(10x4 9.00 57.6 1.9 250x250, 26.1 21/2x21/2x2(d) 3.75 7.5 5x504 5.50 15.8 15)410x5 9.00 57.8 ...._ .. _ 2500250x1__ 26.2 3 X 3 X 1 4.25 5.1 6x6x11/4 6.50 26.0 10x1096 9.00 58.0 '0080025 .72 165 25002500150 3x3x11/4 4.25 5.2 6x6x11/2 6.50 26.2 10X10x8 9.00 58.4 "3880032 101, 21 1500150032 165 250 x 250. 26.5 3x3x11/2 4.25 5.3 6x6x2(d) 6.50 22.7 12x12x3 10.00 80.2 -11x80940 lc-. 2! 150x15003 165 364 3x3x2 4.25 5.5 6x6x21/2(d) 6.50 22.6 12x12x4 10.00 80.5 3080050 1t'=.-: 1500150x40 :75 :<_1 36.5 3 x 3 21/2(d) 4.25 8.5 656 5 3_d) 6.50 24.2 12 x 12 x 5 10.00 80.7 60080065 I t- 15001506 175 251 36.6 454x1 3.75 6.7 6x6x41d) 6.50 23.6 12x12x6 10.00 80.9 SW=Segmentaly welded 1660100x.- "150x1 S 717 36.7 454x11/4 5.00 9.8 6x6x5Id) 6.50 25.6 12x12x8 10.00 91.4 steel 100x17, .50x1 o5 0300x200 41.5 (d)=Ductile iron 404x1112 5.00 9.9 808X2 s- 7.75 197 36.2 12x12x10(d) 10.00 101.6 700 T-3 REDUCING TEE/THD(svv) NOMINAL CENTER APPROX. NOMINAL CENTER APPROX. NOMINAL CENTER APPROX. - C to E -,- C 63 E H SIZE to WEIGHT SIZE to WEIGHT SIZE to WEIGHT IN. ENO EACH IN. END EACH IN. END EACH (mm) IN. Lbs o IN, Lbs. IN. LbSJKal 11/4x11/4x1 2.75 1.1 404x2 5.00 10.1 806x3 7.75 36.5 32x32x25 0; 1002100x50 46 <0200x80 197 16.6 11/2 x11/2x1 2.75 1.8 404x21/2 5.00 10.3 8xex4 7.75 36.6• W 40 x 40 0 25 0.6 1000100065 1.7 200 0 200 x 100 197 16.6 $ 11/2011/2x1114 3.25 2.0 4245 3 5.00 10.5 0x 0x5 7.75 36.8 O _ aox4a, 106x100x8O 2000200x125 _ 197 6.7 --� 202x3/4(d) 3.25 2.5 525x1 5.50 14.0 000x6 7.75 37.0 50 0 52 1250125025 140 200 x 200 0 155. 197 16.8 2x2x1(d) 3.25 2.5 5x5x11/4 5.50 14.1 10x10x2 9.00 57.1 60x50025 8• 11 12501250 32 140 6.4 2f: 25.9 2x2x11/4 3.25 2.6 5x5x11/2 5.50 14.3 10 x 10 x 2 1/2 9.00 57.3 50050032 95 1.:: 1250125040 140 5.5 250 x250 x65. =.0 2)42x11/2 3.25 2.7 5 x 5 x 2 5.50 14.5 10x10x8 9.00 57.4 50050040 9' 11 'x 125025 140 F.6 550 0 250 x 80 21/2x21/2x1 3.75 4.1 5x5x21/2 5.50 14.6 10x10x4 9.00 57.6 55,65025 5 1' _ ,125x0 '40 6.7 .J0250010 21/2:21/2x11/4 3.75 4.2 5x5x3 5.50 15.2 10x10x5 9.00 57.8 55065032 1'. 125x 125 x80 '40 0.9 250x261.• 26.2 21/2x21/2x11/2 3.75 4.2 5x5x4 5.50 15.6 10x10x6 9.00 58.0 65065040 '125x'[" '40 7.2 250x25'. . 26.3 21/2x21/2x2 3.75 4.3 6x6x11/4 6.50 26.0 10x10x8 9.00 58.4 75 x 50 35 2 o 1500 150 x 32 '65 11.8 250025: 26.5 3x3x1(d) 4.26 0.6 6x6x11/2 6.50 26.2 12x12x3 10.00 60.2 108 3.0 1500150032 '55 11.9 ''^0 x?l.;. .°1 36.4 303011/4 425 5.2 6 0 6 x 2 6.50 26.3 12 x 12 x4 10.00 60.5 108 1500150032 '65 119 ,x 109 254 3E.5 3x3x11/2 4.25 5.3 6x6x21/2 6.50 26.5 12x12x5 10.00 80.7 x40 108 .- 150x150 x40 3000300912E 3x3x2 4.25 5.5 6x6x3 6.50 26.5 12x12 x6 10.00 80.9 :x50 108 20 - -x150980 '.-e ''. ^x155 ' 3x3x21/2 4.25 5.6 6x6x4 6.50 26.6 12012x6 10.00 91.4 . c0x65 "` x 150x100 12.1 x20: 4x4x1(d) 3.75 10.0 6:6x5 6.50 27.0 12012x10 10.00 91.8 -1,0 x 100 x 2 4 15001500 125 12.2 'x 255 254 41.6 SW=Segmentaly welded 4x4011/4 5.00 9.8 8xex2 7.75 36.2 00 9 17 200x 200 x 50 197 16.4 Steel 404x11/2 5.00 9.9 8x8x21/2 7.75 36.4 (d)=Ductile iron 127 45 2000200065 197 Page 10 GROOVED FITTINGS STAR"PIPE PRODUCTS (_.)® L LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 - £toE - h - EtOE -" IIII "MI R-1 CONCENTRIC REDUCERsw) R-2 ECCENTRIC REDUCERIswI NOMINAL END APPROX. NOMINAL END APPROX. NOMINAL END APPROX. NOMINAL END APPROX. SIZE to WEIGHT SIZE to WEIGHT SIZE to WEIGHT SIZE to WEIGHT IN. END EACH IN. END EACH RI. END EACH IN. END EACH 114.Errol Lbs. IN. Lbs. 94.... Lbs IN. Lbs 1 1/4x1 3.31 D.60 5x2 1/2 3.50 4.5 11/4x1 6.50 0.80 5x2 1/2 11.00 7.8 e4 210 1 1/2x1 3.31 0.73 5x3 3.50 4.4 1112x1 9.00 0.90 5x3 11.00 9.0 1 1/2x1 1/4 3.31 0.73 504 3.50 4.5 1 1/2x1 1/4 9.00 1.0 5x4 11.00 11.0 2x1(d) 3.31 0.69 6x2(d) 4.00 5.0 2x1 9.00 1.2 6x2 11.50 15.0 8.1 0.31 50125 529 05 -J 201 1/4(d) 3.31 0.85 6x2 1/2 4.00 6.0 2x1 1/4 9.00 1.3 6x2 1/2 11.50 15.3 8.1 0.3 150965 102 2.7 50x32 }29 05 2x1 1/2(d) 3.31 0.83 8x30) 4.00 4.8 2x1 1/2 9.00 1.4 6x3 11.50 16.0 84 0.38 150x8 102 2.1 0.5 2 1/201 3.31 0.91 6x4_(d) 4.00 6.2 2 1/2x1 9.00 1.7 604(d) 11.50 13.6 84 0.37 153x1 10' 2.8_ .., 0.5 2 1/201 1/4 3.31 0.92 6x5 4.00 5.6 21/2x11M 9.50 1.7 605 11.50 16.5 8.1 042 150. 2.5 `..532 241 0.8 1.5 21/20112 3.31 0.92 8x2 5.00 12.2 21/2x112 9.50 1.8 8x2 12.00 21.5 84 042 5.5 55040 241 05 o.e 2 1/2x2 3.31 0.92 8021/2 5.00 12.1 212x2 9.50 2.0 8021/2 12.00 21.5 8.1 012 5.5 0.9 301 3.31 1.2 803(d) 5.00 10.0 3x1 9.50 2.0 8x3 12.00 21.5 P1 055 4.5 09 301 1/4 3.31 1.2 8x4(4) 5.00 9.5 4.3 3x1 1/4 9.50 2.1 804 12.00 21.5 i 3x1 1/2 3.31 1.2 805 5.00 11.3 3x1 1/2 9.50 241 2.2 .0 805 12.00 22.5 3x2(d) 3.31 t. 1.4 8x6(d) 5.00 11.7 302 9.50 2.3 ,.9 806 12.00 23.5 3x2 1/2(d) 3.31 1.5 10x4 6.00 21.9 3x2 1/2 9.50 4.0 10x4 13.00 35.0 84 0.68 15 .n 4x1 3.38 2.2 10x5 6.00 21.6 4x1 10.00 4.9 10x5 13.00 36.5 1(025 85 1, ._ 100225 2.2 4x1 1/4 3.38 22 10x6, 6.00 21.1 4x1 1/4 10.00 4.9 10x6 13.00 37.0 100,32 9', 111 -60 11''' _ 1 4x1 1/2(d) e 9„40 3.38 86 2.2 7 1.2 1048-0 6.00 19.5 4x1 1/2 P- 10.00 254 4.9 22 10x8 13.00 45.0 4x2(d) 338 2.5 1224 7.00 28.0 4x2 10;00 3.1 1204 14.00 47.0 is I.4x2 1/2(d) 3.38 2.6 1.18 1205 7.00 178 29.0 402 1/2 10.00 251 3.4 12x5 14.00 48.0 403(d) 3.00 2.5 1206 7.00 30.0 4x3(d) 10.00 9.0 12x6 14.00 49.0 1.13 178 - '.n 254 _ • A 5x1 1/2 3.50 4.6 1208 7.00 28.0 5x1 1/2 11.00 7.5 12x8 14.00 51.0 89 2.09 172 2.7 1_.,. 279 34 . 5x2 3.50 4.1 12010 7.00 33.0 5x2 11.00 7.5 12x10 14.00 53.0 60 2.A _ 5. 12550 _ 34 - SW=Segmentaly welded steel SW=Segmentaly welded steel (d)=Ductile iron (d)=Ductile iron R-3 CONCENTRIC REDUCER/THD,sw, NOMINAL END APPROX. NOMINAL END APPROX. SIZE to WEIGHT SIIE to WEIGHT IN. END EACH IN. END EACH 4- E to E 'm) IN. Lb9.{Kal Unm) IN. Lbs.IKI 1 1/2x1 3.31 0.73 3x2 1/2 3.31 1.2 84 0.41 80060 0.5 2x1 (d) 3.31 0.61 4x1 3.38 22 84 0 28 100225 86 1D 2x11/4 3.31 0.81 4x112 3.38 2.3 50232 _ 100040 _ ni, 1.0 2x11/2 3.31 0.81 4x2 3.38 2.3 1 86 1.0 2 1/2x1 3.31 0.81 ' 4x2 1/2 3.38 2.3 84 .,.. 86 1.0 • 21/2x11/4 3.31 0.92 4x3 3.36 2.6 "32 84 042 t 86 12 212x112 3.31 0.92 5x4 3.50 4.5 -.1 012 1. 20 212x2 3.31 0.92 6x1 3.50 5.9 65550 84 27 3x1 3.31 1.2 6x2 3.50 6.0 t4 ,_7 3x1 1/2 3.31 1.2 6x3 3.50 6.0 3x2(d) 3.31 1.4 6x4 3.50 5.9 Page 11 GROOVED FITTINGS/ STAR®PIPEPRODUCTS MECHANICAL TEES a el .i> • LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 i [to[ I EWE ■ I- I-[a[ - --[a[-- 1 . -CtoE-4.-CtoE--- 11111 IP ciliii N-1 N -2 N-3 N-4 GxMPT GxB G x G GxH N-1 N-2 N-3 N-4 ADAPTER NIPPLES HOSE NIPPLE d OE NOMINAL END APPROX. NOMINAL END APPROX. SIZE to WEIGHT SIZE to WEIGHT 1 IN. END EACH IN. END EACH IN.rr r:'. LbS.(Kq) IN. Lbs _ X-1 1 3.00 0.40 1 3.25 0.40 CROSS(SW 0 18 25 1 1/4 4.00 0.80 1 1/4 3.62 0,70 NOMINAL END AP P R OX. 32 ?F 32 0.32 SIZE to WEIGHT 1 1/2 4.00 0.90 1 1/4 4.00 0.80 IN. END EACH 40 40 32 n16 (mm) IN.,TIM) Lbs 2 4.00 1.20 2 4.62 1.3 11/4 3.75 2.0 50 10, 50 32 95 0.9 21/2 4.00 1.90 21/2 5.50 2.1 11/2 3.75 2.2 65 10. ''86 65 .5 40 95 1.0 3 4.00 2.50 3 6.00 3.3 2 3.75 3.0 80 10, 113 80 52 1.50 50 95 1.4 4 6.00 5.50 4 7.25 5.5 21/2 3.75 5.0 • 100 15.' 2 49 100 184 '.5_ 9r' ` 3 _.- 5 6.00 7.40 5 9.75 8.1 3 - 4.25 7.1 125 15, 125 248 .0 6 6.00 9.50 6 11.00 13.2 4 5.00 11.9 . 150 15: 150 279 100 1', 5.4 8 6.00 14.20 8 12.50 24.0 5 5.25 17.1 200 200 318 I,.88 125 133 10 8.00 27.00 10 14.00 29.00 6 6.50 27.5 2u, 12.21: - 3' 13.15 150 10` 12 8.00 33.00 12 16.00 46.00 8 7.75 47.0 0-) 203 _ 14.97 20.86 200 15, SW=Segmentaly welded steel 250 9 00 68.0 (d)=Ductile iron 12 10.00 107.0 Model MT-3&MT-9 Mechanical tee serves the same function as MT-1 &MT-8 but 300 25 uses a steel electro plated u-bolt to save space and for easier installation in tight places. It is ideal for direct connections with sprinkler heads and drop nipples. HOUSING: Ductile iron ASTM A536 grade 65-45-12. C - - E COATING: Zinc electroplated U-BOLT: Carbon steel SAE grade 2,zinc plated. NUT: Carbon steel ASTM A194,zinc plated. ==5 GASKET: EPDM(-30...F to+230...F) i i 1■1 1'-- 1■1 ■1�, THREADS: MT-3 NPT per ANSI/ASME B1.20.1 • 7/4p11111'4" A - MT-9 British standard parallel(BSP)per BS21 ,, . B I IMF MT-3 & MT-9 MECANICAL TEES �� I �1 NOMINAL MAX. HOLE DIMENSIONS-Inch/mm APPROX. ,\ 4, SIZE WORKING SIZE wE IGHI \ 44 61. P.S.I./ IN. A 6 c D E EACH D Lbs ��� 1114I 1!2 300 1.19 2.14 164 3.50 1.21 2.25 0.83 1 114 x 314 300 1.19 2.14 1.64 3.50 1.21 2.25 0.87 1 1/4 4 1 300 1.19 2.27 1.61 3.50 1.21 2.25 1.06 Ji 1 1/2 x 1/2 300 1.19 2.26 1.76 3.50 1.33 215 0.83 1 1/2 x 314 300 1.19 2.26 1.76 3.50 1.33 2.25 0.87 11I21 300 1.19 2.39 1.77 3.50 1.33 2.25 1.06 1 2 x 1/2 300 1.19 2.61 2.01 3.75 1.55 2.25 0.87 - 2 x 3/4 300 1.19 2.51 2.01 3.75 1.66 2.25 0.94 . ha 2 x 1 300 1.19 2.64 1 1.90 3.75 1.56 2.26 1.09 - fil .1) 34n �. 21/2 x 112 300 1.19 2.76 2.26 4.25 111 2.25 0.89 1c0 21/2K 3/4 300 1.19 2.76 2.26 4.25 111 2.26 0.98 Jr,r 2 1/2 x 1 300 119 218 2.22 4.25 111 2.25 1.14 1 3 0.0.x112 300 1.19 2.82 2.32 4.5 1.88 2.25 0.89 iN,3 0.0.x314 300 1.19 2.82 2.32 4.25 1.88 2.26 0.98 f Ina 30.13;41 300 1.19 2.05 2.29 4.25 1.88 2.26 1.14 . Inn ,,t Page 12 GROOVED COUPLINGS STAR''PIPEPRODUCTS ® 0 41> LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 r The C-4 rigid coupling is designed for - rigid piping applications.Cast in place 0 teeth bite into the pipe/fitting shoulder to 1 lb . ' firmly restrict movement. C-4 RIGID COUPLING NOMINAL ACTUAL UL or FM MAX. MAX. ALLOW. NUTS/BOLTS DIMENSIONS-Inch/mm APPROX. SIZE PIPE WORKING END PIPE END (INCH) WEIGHT IN. SIZE P.S.I./* LOAD SEP. QTY. SIZE A B S EACH (mm) IN.(mm) (kPa) Lbs.(1' IN.(mm) Lbs.:- 1 1/4 1.660 300 1623 0-0.06 2 3/8x2 4.20 2.55 1.70 1.48 32 422 2065 7219 0-15 107 65 4. 0 i 1 1/2 1.900 300 2126 0-0.06 2 318x2 4.44 2.81 1.70 1.66 40 48.3 9456 0-16 113 71 4. 0.6 2 2.375 300 3323 0-0.06 2 3/8x2 1/4 4.88 3.28 1.76 1.85 50 60.3 2065 14781 0-1.5. 124 83 45 0.5 21/2 2.875 300 4869 0-0.06 2 3/8x2 1/2 5.53 3.78 1.76 2.11 65 73.0 7 0.1! 140 96 1 C 3 0.0. 3.000 300 5301 0-0.06 2 3/8x2 112 5.93 4.00 1.76 2.21 76.1 76.1 206'. 23579 0-1 151 102 1.0 3 3.500 300 7216 0-0.12 2 318x21/2 6.38 4.40 1.76 2.41 80 88.9 206' '7 0-3.2 162 112 1.1 4 4.500 300 11928 0-0.12 2 318x2 1/2 7.68 5.59 1.98 3.17 100 114.3 206'. 53056 0-3.2 195 142 55 1.4 5 5.563 300 17014 0-0.12 2 112x3 9.08 6.93 2.06 4.50 125 14' /5678 0-3.5 230 176 52 2.0 - 6 6.625 300 24130 0-0.12 2 1/2x3 10.75 7.87 1.98 5.84 150 165, 2065 107330 0.3.'2 273 200 2.6 6.5 0.Q 6.500 300 23228 0-0.12 2 1/2x3 10.25 7.99 2.06 5.82 165,1 165.1 18 0-3.2 260 52 2.6 8 8.625 300 35056 0-0.12 2 5/8x3 1/2 13.44 10.21 2.22 10.82 200 219.1 155929 0-32 341 13 51 4.9 - 10 10.750 300 45381 0-0.12 2 7/8x5 16.70 12.88 2.62 21.50 250 273.1 2065 201855 0-3 2 424 327 6, 9.8 12 12.750 300 51071 0-0.12 2 7/8x5 1/2 18.50 14.89 2.62 27.36 300 323.9 2065 227164 0-3.2 470 378 6/ 12.4 _ 1.Working pressure and/or end load are total allowable,based on standard weight steel pipe,roll or cut grooved. 2.One time field test pressure may be increased to 1.5 times the figures listed above. 3.Working pressures on other pipe schedules may be found on page 54. *Contact Star Pipe Products for actual listings on specific pipes F. The C-3 coupling is a flexible light weight style which is ideal for fire protection services and other services • i 0 where low pressure and ambient temperature conditions are expected. C-3 LW FLEXIBLE COUPLING NOMINAL ACTUAL UL or FM MAX. MAX. ALLOW. NUTS/BOLTS DEFLECTION DIMENSIONS-Inch/mm APPROX. SIZE PIPE WORKING END PIPE END (INCH) DEG.PER PIPE WEIGHT IN. SIZE P.S.I./• LOAD SEP. QTY. SIZE COUPLING IN./FT. A B C EACH (mm) IN.01 (kPa) Lbs.(N) IN.(mm) , (mm/m) Lbs,(Ka) 1 114 1.660 300 649 0-0.13 2 3/8x2 4°-19' 0.90 3.82 2.53 1.65 1.16 32 42: 7 0-3.2 75 1 1/2 1.900 300 851 0-0.13 2 3/8x2 3°-46' 0.79 4.06 2.78 1.65 1.16 ' 40 48 3785 0-3.2 66 03 42 0.5 2 2.375 300 1329 0-0.13 2 318x2 1/4 3°-01' 0.63 4.78 3.25 1.71 1.59 50 60.3 1 0-3.2 53 121 83 43 0.7 21/2 2.875 300 1948 0-0.13 2 3/8x21/4 2°-29' 0.52 5.29 3.75 1.71 1.82 . 65 73.0 0-3.2 43 134 95 43 06 3 3.500 300 2886 0-0.13 2 3/8x2 1/2 2°-03' 0.43 5.94 4.39 1.71 2.23 80 88.9 7 0-3.2 36 151 112 43 1C 4 4.500 300 4771 0-0.25 2 1/2x2 3/4 3°-11' 0.67 7.68 5.81 2.06 4.42 100 114.3 21 0-6 4 56 25 148 6 6.625 300 10342 0-0.25 2 518x31/4 2°-10' 0.45 10.75 8.09 2.06 7.00 150 168.3 46001 0-6.4 38 205 52 3.2 8 8.625 300 17528 0-0.25 2 3/4x41/4 1°-40' 0.35 13.44 10.43 2.06 13.00 00 2191 77965 0-64 29 41 265 52 5� *Contact Star Pipe Products for actual listings on specific pipes Page 5 G STAR 'PIPEPRODUCTS GROOVED COUPLINGS. .3a. LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 The model C-1 is our standard coupling designed for a broad range of piping applications. It is a flexible style which provides allowance for . controlled pipe movement caused by thermal changes,settling or seismic action as well as dampen noise and vibration. C-1 FLEXIBLE COUPLING NOMINAL ACTUAL ULOFFMMAX. MAX. ALLOW. NUTS/B OLTS DEFLECTION DIMENSIONS-Inch/0- APPROX. SIZE PIPE WORKING END PIPE END (INCH) DEG.PER PIPE WEIGHT IN. SIZE P S.I./' LOAD SEP. DT Y. SIZE COUPLING IN/FT A R C EACH C IN.Imn,, Lbs. IN. Lbs ■• A 1 114 1.660 300 2164 0-0.13 2 3/8x2 46-19' 0.90 4.20 2.75 1.78 1.40 32 422 46 1 1/2 1.900 300 2835 0-0.13 2 318x2 36-,6' 0.79 4.44 3.03 1.78 1.48 40 4E 3 4'' 2 2.375 300 44313 0-0.13 2 3/8x2 315-01' 0.63 4.88 3.46 1.84 2.00 60 3 2 1/2 2.875 300 6492 0-0.13 2 318x2 215-29' 0.52 5.53 4.12 1.85 2.25 - 73 0 140 3 O.D. 3.000 300 7069 0-0.13 2 3/8x2 2(5-29' 0.50 5.50 4.00 1.84 2.25 76.1 140 3 3.500 300 9621 0-0.13 2 1/2x2 3/4 2(5-03' 0.43 6.38 4.62 1.84 2.70 1065 162 117 4 4.500 300 11928 0-0.25 2 1/2x2 3/4 315-11' 0.67 7.68 5.81 2.06 4.42 195 5 5.563 300 17014 0-0.25 2 518x3 1/4 28-35' 0.54 9.68 7.12 2.06 6.26 5r 6 6.625 300 24130 0-0.25 2 5/8x3 1/4 28-10' 0.45 10.75 8.09 2.06 7.00 5[ 6.5O.D. 6.500 300 23228 0-0.25 2 5/8x3 1/4 28-10' 0.46 10.50 8.00 2.06 7.00 165.1 .•03 5, 8 8.625 300 35056 0-025 2 3/4x4 1/4 18-40' 0.35 13.44 10.43 2.38 13.00 01 200 341 A7. r.r 10 10.750 300 45381 0-0.25 2 7/8x5 1/2 115-20' 0.28 16.00 13.25 2.59 23.00 2"0 40, 12 12.750 300 51071 0-0.25 2 7/8x5 1/2 10 07' 0.23 18.50 15.38 2.59 28.39 470 311 66 - 1.Working pressure and/or end load are total allowable,based on standard weight steel pipe,roll or cut grooved. 2.One time field test pressure may be increased to 1.5 times the figures listed above. 3.Working pressures on other pipe schedules may be found on page 54. 'Contact Star Pipe Products for actual listings on specific pipes Model C-7 couplings are available in sizes 3/4-24 and are ideal for applications within industrial and commercial construction,power plants, mining,process piping and hydraulic elevator piping.It is a flexible style which provides allowance for controlled pipe movement caused by thermal changes,settling or seismic action as well as dampen noise and vibration. DIMENSIONS-WEIGHTS C-7 FLEXIBLE COUPLING NOMINAL ACT UAL LILaFMMAX. MAX. ALLOW. NUT S/BOLT S DEFLECT ION DIMENSIONS-Inch/- APPROX. .� - A - a C SIZE PIPE WORKING END PIPE END (INCH) DEC.PER PIPE WEIGHT IN. SIZE P.S.I./' LOAD SEP. OT Y. SIZE COUPLING IN./FT A B C EACH IN Lbs. IN. Lbs . 3/4 1.050 500 865 0-0.13 2 3/8x2 60-46' 1.42 3.63 2.13 1.75 1.3 .- 1 1.315 500 1358 0-0.13 2 3/8x2 56-26' 1.14 3.88 2.38 1.75 1.4 - .c 1 1/4 1.660 500 2164 0-0.13 2 1/2x2 1/2 40-19' 0.90 4.63 2.63 1.75 2.1 32 C 1 1/2 1.900 500 2835 ' 0-0.13 2 1/2x2 1/2 36-46' 0.79 5.00 3.00 1.75 2.3 2 2.375 500 4430 0-0.13 2 1/2x2 1/2 30-01' 0.63 5.63 3.63 1.75 2.7 3N-12�Size 5n 2112 2.875 500 6492 0-0.13 2 1/2x2 3/4 28-29' 0.52 6.25 4.25 1.75 3.8 0 37 3 3.500 500 9621 0.0.13 2 1/2x2 314 28-03' 0.43 7.00 5.00 1.75 4.2 c.8`. 0-.+/ 1/ 'RI' 4 4.500 500 15904 0-0.25 2 5/8x3 1/4 38-11' 0.67 8.50 6.38 2.00 7.0 5 5.563 500 24305 0-0.25 2 3/4x4 1/4 20-35' 0.54 10.25 7.63 2.00 11.5 ,of' - 4 • 8 6.625 500 34471 ' 0-0.25 2 3/4x4 1/4 20-10' 0.45 11.50 9.00 2.00 13.5 0. 1Sn 8 8.625 500 46741 0-0.25 2 7/8x5 18-40' 0.35 14.50 11.38 2.38 23.0 /nn :6'.' 1,. 10 10.750 500 72610 0-0.25 2 1x6 18-20' 0.28 16.75 13.50 2.50 31.0 /966 '.4 34'. 14.1 12 12.750 500 102141 0-0.25 2 1x61/2 18-07' 0.23 19.00 15.50 2.50 35.0 , 30.1 1.Working pressure and/or end load are total allowable,based on standard weight steel pipe,roll or cut grooved. 2.One time field test pressure may be increased to 1.5 times the figures listed above. 3.Working pressures on other pipe schedules may be found on page 54. *Contact Star Pipe Products for actual listings on specific pipes Page 6 • GROOVED COUPLINGS STAR'PIPE PRODUCTS ® U LISTED LISTED APPROVED For fire protection iervices request submittal GRS 1.3 The RC-1 reducing coupling allows 0 - A - -• connecting two different pipe sizes on the same run.This coupling replaces a reducer and two couplings. RC-1 REDUCING COUPLING NOMINAL ACTUAL ULQtfM-MAX. MAX. ALLOW. NUT SBOLTS • •. • „ ■ •. - . . APPROX. SIZE PIPE WORKING END PIPE END (INCH) DEG. PER PIPE WEIGHT IN. SIZE P.S.I./* LOAD SEP. •TV. SIZE COUPLING IN-/FT. A B C EACH 2x1 1/2 2.38/1.66 300 11111 0-0.14 2 3/8x2 1 i- 53' 0.40 go 3.30 1.85 2.05 ?65 r. a Ma 2.88/2.38 300 ® 0-0.14 2 3/8x2 1 i -33' 0.32 4.04 Ea 2.84 165 tI4 6. •. • :•. • 3.50/2.38 300 0-0.14 2 1/2x2 3/4 1i - 17' 0.26 ®in go� 3.50/2.88 3011 ER 0-0.14 2 112x2 3/4 1 i - 17' 0.26 Ku go�� •,, • 2065 •.-, •,•. • �� • 206 4.50/2.38 300 5 Ea 0-0.25 2 1/2x2 3/4 21 - 38' 0.55 go go 2.00 IIIEM 4.50/2.88 300 0-0.25 2 1/2x2 3/4 2; -38' 0.55 2.00 III•,•,, , 2065 �_, Mill 4.50/3.50 300 0;1).25 2 1/2x2 3/4 2; - 38' 0.55 Ea 2.00 Min ••.'• Z::.• 20.5 .4 5.5614.50 30A 8498 0-0.25 2 5/8x3 1/4 2; - 05' 0.44 112 6.80 Ea 6.50 - 6.63/4.50 inn 12065 0-0.25 2 5/8x3 1/4 1 i -44' 0.36 10.88 8.00 2.06 MEIN mou gin 300 20449 0-0.25 2 7/8x5 11 -15' 0.26 13.51 10.31 ifinni •1.Working pressure and/or end load are total allowable, based on standard weight steel pipe,roll or cut grooved. 2.One time field test pressure may be increased to 1.5 times the figures listed above. 3.Working pressures on other pipe schedules may be found on page 54. •Contact Star Pipe Products for actual listings on specific pipes UL 4 I 0 0 LISTED APPROVED ° ° 8 The SF-1 Flange enables class 125/150 flange end components to be • 4 • I 4 AO 0 connected directly into a grooved end piping system.A special gasket provides a permanent seal between the pipe and the mating flange. - A . 0 Integral closing tabs on the O.D.of the flange facilitate assembly. SF-1 GROOVED FLANGE ADAPTER NOMINAL ACTUAL ULORFMMAX MAX. FLANGE NUTS/ _ DIMENSIONS-Inch/mm APPROX. SIZE PIPE WORKING END BOLTS (INCH) MAX MIN WEIGHT IN. SIZE P.S.I./' LOAD QTY. SIZE A B C BORE SURFACE EACH l'll',,U IN.(run I) LbS.,N) D E Lbs 2 2.375 300 1329 4 5/8x2 3/4 6.00 4.75 0.75 2.375 3.270 3.20 50 60.3 9 11 121 19 60.3 831 I 21/2 2.875 300 1948 4 5/8x3 7.00 5.50 0.88 2.875 3.770 4.60 65 ') iit 140 22 730 95.8 2' 3 3.500 300 2886 4 5/8x3 7.50 6.00 0.94 3.500 4.395 5.70 80 Li,. 191 152 24 88.9 111.6 21 4 4.500 300 4771 8 5/8x3 9.00 7.50 0.95 4.500 5.395 7.90 100 21221 229 191 24 114.3 137.0 31 8 6.625 300 10342 8 3/4x3 1/2 11.00 9.50 1.00 6.625 7.520 10.00 150 76.1 46001 241 1683 191.0 4' 8 8.625 300 17528 8 314x3 1/2 13.50 11.75 1.13 8.625 9.875 15.70 200 2191 20L. 77965 295 29 2191 250.8 71 - • Note:The effective sealing area of the mating flange must be free from gouges or deformities of any type to ensure proper sealing of the gasket. 1.Working pressure and/or end load are total allowable,based on standard weight steel pipe,roll or cut grooved. 2.One time field test pressure may be increased to 1.5 times the figures listed above. 3.Working pressures on other pipe schedules may be found on page 54. 4.Required flange bolts to be supplied by installer. 5.See F-1, page 9,for additional technical information. Contact Star Pipe Products for actual listings on specific pipes Page 7 t . _ RECEIVED AY 8 2014 SMITH . COOPER CITY OFTIGARD I N T E R N A T I O N A L BUILD°' ► ' le Iron Threaded Fittings *ALL FITTINGS 100%AIR TESTED *ASME/ANSI B16.3 C us *ISO 9001:2000 MANUFACTURER *ASTM A536 Grade 65,45,12 440101°. LISTED *LISTED/APPROVED AT 500 PSI *ASME/ANSI B 1.20.1 APPROVED Ductile Iron 90°Elbow Ductile Iron Coupling Figure 35E Size A Wgt Figure 35CP Size A Wgt -.1-A--r. ' 1/2 1.13 0.24 1/2 1.38 + 0.18 ��� 3/4 1.31 0.40 3/4 1.63 0.26 f 1 1.50 0.64 t 1 1.75 0.44 IA 1-1/4 1.75 0.95 A 1-1/4 2.00 0.54 + 1-1/2 1.94 1.24 1-1/2 2.19 0.71 I 2 2.25 1.74 2 2.62 1.15 2-1/2 2.70 3.28 2-1/2 3.00 2.29 Ductile Iron Reducing 90°Elbow Ductile Iron Cap Figure 35RE Size A B Wgt Figure 35C Size A Wgt 3/4x1/2 1.22 1.20 0.33 1/2 0.87 0.15 1 x 1/2 1.36 1.26 0.44 3/4 0.97 0.22 1 x 3/4 1.45 1.38 0.53 4 1 1.16 0.33 1-1/4 x 1/2 1.53 1.34 0.64 A 1-1/4 1.28 0.54 1-1/4 x 3/4 1.63 1.45 0.75 + 1-1/2 1.33 0.68 1-1/4 x 1 1.67 1.58 0.77 2 1.45 0.96 -4-A--■ 1-1/2 x 1/2 1.75 1.52 0.90 2-1/2 1.70 1.80 ''Mlit 1-112x3/4 1.75 1.52 0.95 i 1-1/2 x 1 1.80 1.65 0.99 Ductile Iron Hex Bushing ' 1- 1/2 x 1-1/4 1.88 1.82 1.14 Figure 35HB Size A Wgt 2 x 1/2 1.97 1.60 1.35 1 x 1/2 1.06 0.22 2 x 3/4 1.97 1.60 1.39 1 x 3/4 1.06 0.18 2 x 1 2.02 1.73 1.58 M=MM _ 1-1/4 1.19 0.31 2 x 1-1/4 2.10 1.90 1.62 �r A 1-1/2 x 1 1.25 0.53 2 x 1-112 2.16 2.02 1.67 1-1/2 x 1-1/4 1.25 0.35 2-1/2 x 1-1/2 2.51 2.16 2.32 -r_= + 2 x 1 1.38 0.75 2-1/2 x 2 2.60 2.39 3.01 2 x 1-1/4 1.38 0.69 2x1-1/2 1.38 0.62 Ductile Iron Brass Seat Union Figure 35U Size A Wgt Ductile Iron 45°Elbow 1/2 1.88 0.47 Figure 35F Size A Wgt moil . 3/4 2.00 0.66 0 1/2 0.88 0.22 000• A 1 2.19 1.08 I 3/4 0.98 0.33 1-1/4 2.50 1.54 1 1.13 0.48 ■■■■ 1-1/2 2.62 2.03 1-1/4 1.29 0.73 2 3.12 3.15 4 1-1/2 1.44 0.93 A __ 2 1.69 1.55 • Ductile Iron Tee + 2-1/2 I 1.95 2.70 Figure 35T Size A Wgt . -A---øø--A---ø 1/2 1.13 0.33 Ductile Iron Beam Clamps 3/4 1.31 0.50 Figure 35SP t _i �_A 1-1/4 1.75 1.30 3/8 0.75 0.31 I ♦ - 1-1/2 1.94 1.63 Ltj 1/2 0.75 0.54 2 2.25 2.63 - L. 2-1/2 2.70 4.55 SMITH . COOPE I'; INTERNATIONAL . Ductile Iron Threaded Fittings C (0) us *ALL FITTINGS 100%AIR TESTED *ASME/ANSI B16.3 *ISO 9001:2000 MANUFACTURER *ASTM A536 Grade 65,45,12 414001." • LISTED *LISTED/APPROVED AT 500 PSI *ASME/ANSI B 1.20.1 APPROVED Ductile Iron Bull Head Tee Ductile Iron Reducing Tee Figure 35RT Size A B C Wgt N 3/4 x 3/4 x 1/2 1.20 1.20 1.22 0.46 Figure 35BT ° 1 x 1/2 x 1 1.50 1.36 1.50 0.70 1 x 3/4 x 3/4 1.38 1.31 1.45 0.68 1 x 3/4 x 1 1.50 1.45 1.50 0.77 Size A B C Wgt 1 x 1 x 1/2 1.26 1.26 1.36 0.66 3/4 x 3/4 x 1 1.45 1.45 1.37 0.68 1 x 1 x 3/4 1.38 1.38 1.45 0.73 1 x 1 x 1-1/4 1.67 1.67 1.58 0.97 1-1/4 x 1/2 x 1-1/4 1.75 1.53 1.75 1.04 1 x 1 x 1-1/2 1.80 1.80 1.65 1.14 1-1/4 x 3/4 x 1-1/4 1.75 1.62 1.75 1.09 1-1/4 x 1 x 1-1/2 1.88 1.80 1.82 1.43 1-1/4 x 1 x 1/2 1.34 1.26 1.53 0.81 1-1/4 x 1-1/4 x 1-1/2 1.88 1.88 1.82 1.52 1-1/4 x 1 x 3/4 1.45 1.38 1.63 0.90 1-1/4 x 1-1/4 x 2 2.10 2.10 1.90 2.00 1-1/4 x 1 x1 1.58 1.50 1.69 1.03 1-1/2 x 1-1/4 x 2 2.16 2.10 2.02 1.94 1-1/4 x 1 x 1-1/4 1.75 1.69 1.75 1.10 1-1/2 x 1-1/2 x 2 2.16 2.16 2.02 2.00 1-1/4 x 1-1/4 x 1/2 1.34 1.34 1.53 0.87 2 x 2 x 2-1/2 2.60 2.60 2.39 3.67 1-1/4 x 1-1/4 x 3/4 1.45 1.45 1.62 0.96 1-1/4 x 1-1/4 x 1 1.58 1.58 1.67 1.10 Ductile Iron Hex Reducing Coupling 1-1/2 x 1/2 x 1-1/4 1.81 1.56 1.88 1.37 Figure 35RC Size A Wgt 1-1/2 x 1/2 x 1-1/2 1.94 1.66 1.94 1.42 1 x 1/2 1.69 0.40 1-1/2 x 3/4 x 1-1/4 1.94 1.66 1.88 1.42 I jt 1 x 3/4 1.69 0.38 1-1/2 x 3/4 x 1-1/2 1.94 1.75 1.94 1.47 A 1-1/4 x 3/4 2.06 0.53 1-1/2 x 1 x 1/2 1.44 1.25 1.69 0.97 1 i 2 x Knot hex) 2.81 0.53 1-1/2 x 1 x 3/4 1.50 1.44 1.75 1.14 1-1/2 x 1x 1 1.65 1.50 1.80 1.14 1-1/2 x 1 x 1-1/4 1.82 1.67 1.88 1.47 Ductile Iron Cross&Reducing Cross 1-1/2 x 1 x 1-1/2 1.94 1.80 1.94 1.52 Figure 35X Size A B Wgt '1-1/2 x 1-1/4 x 1/2 1.41 1.34 1.66 1.03 1 1.50 1.50 0.97 1-1/2x1-1/4x3/4 1.52 1.45 1.75 1.10 -A��-A-- 1-1/4 1.75 1.75 1.59 1-1/2 x 1-1/4 x 1 1.65 1.58 1.80 1.31 A _ 1-1/2 1.94 1.94 1.89 1-1/2 x 1-1/4 x 1-1/4 1.82 1.75 1.88 1.52 + ;40. 2 2.25 2.25 2.93 1-1/2 x 1-1/4 x 1-1/2 1.94 1.88 1.94 1.50 Figure 35RX 1-1/2x1-1/2x1/2 1.41 1.41 1.66 1.14 . I Size A B Wgt l-1/2x1-1/2x3/4 1.52 1.52 1.75 1.23 -- 1-1/4 x 1 1.67 1.58 1.25 1-1/2x1-1/2x1 1.65 1.65 1.80 1.38 1-1/2 x 1 1.80 1.65 1.48 1-1/2 x 1-1/2 x 1-1/4 1.82 1.82 1.88 1.50 2 x 1 2.02 1.73 2.64 2 x 1 x2 2.25 2.02 2.25 2.18 2 x 1-1/4 x 2 2.25 2.10 2.25 2.31 Ductile Iron Plugs 2 x 1-1/2 x 1/2 1.49 1.41 1.88 1.50 Figure 35SP Size A Wgt 2 x 1-1/2 x 3/4 1.60 1.52 1.97 1.61 1/2 0.94 0.10 2x1-1/2x1 1.73 1.65 2.02 1.65 ■■ ♦ 3/4 1.12 0.18 2x1-1/2x1-l/4 1.90 1.82 2.10 2.03 • AI 1 1.25 0.28 2 x 1-1/2 x 1-1/2 2.02 1.94 2.16 2.37 f 1-1/4 1.37 0.50 2 x 1-1/2 x 2 2.25 2.16 2.25 2.53 rr 1-1/2 1.44 0.70 2 x 2 x 1/2 1.49 1.49 1.88 1.50 2 1.50 0.90 2 x 2 x 3/4 1.60 1.60 1.97 1.67 2 x 2 x 1 1.73 1.73 2.02 1.91 2 x 2 x 1-1/4 1.90 1.90 2.10 2.05 2x2x1-1/2 2.02 2.02 2.16 2.11 . . .0 TOLCO.. www.tolco.com 0 Lra,ld„+NIBCO. Revision 8/06'2003 RECEIVED Fig. 58 - Threaded Side Beam Bracket c®.MED Size Range—3/8” rod, pipe sizes 1/2"thru 4" MAY 8 2014 Material —Carbon Steel / Function—Practical and economical bracket used to support CITYOFTIGA I B piping from wood, concrete or steel beams. BUILDING DIVIS ON Features— Unique design allows rod to be easily threaded into bracket. Offset design permits unlimited rod adjustment. Center mounting hole will accept 3/8" and 1/2"fastener bolts. Per NFPA ti) 13: 1/2"thru 2" pipe requires 3/8"fastener, 21/2"thru 4" pipe A requires 1/2" fastener.* Approvals— Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL), and Factory Mutual Engineering approved thru 4" pipe. A *Note—Additionally UL has listed the Fig. 58 with fasteners as /® shown in table below. � Finish — Plain Note —Available in Electro-Galvanized finish. Order By— Figure number and finish C Dimensions •Weights z 1/4 x 2 Lag Bons - (No Pre-drilling)Up Pipe Size Qty. Fastener Type Material to 4 inch Pipe 2 2 #16 x 2 Drive Screws Wood Per NFPA 1-Lag Bolt 2 1 3/8 Lag Bolt Wood Up To 4 Inch Pipe • 21-4 1 1/2 Lag Bolt Wood 31 2 1/4 x 11/2 Lag Bolt Wood 2-#16x2 4 2 1/4 x 2 Lag Bolts* Wood Drive Screws 00 4 2 1/4 x 1 tek screws 14 gauge 112 Thru 2 inch Pipe �7 4 2 1/4 x 1 tek screws 16 gauge No pre-drilling required a n Dimensions •Weights c Pipe Rod A B C Max.Rec. Approx. ) ' c>,, Size Size Load Lbs. Wt./100 , : 1/2 thru 4 3/8 23/4 11 11/2 300 14 2-#14x1 Tek Type Screws Into Min.16Ga.Steel Up To 4 inch Pipe 40. Bolt 8 Hex Nut Up To 4 inch Pipe 1.‘,.., •/ i) • 4 ® OFFICE/MANUFACTURING FACILITY•1375 SAMPSON AVE •CORONA,CA 92879•PH 951.737.5599•FAX. 951.737.0330 CUSTOMER SERVICE•800.786.5266 www.tolco.com `mill in�xim Fig. 142 Coach Screw Rods Machine Threaded on Opposite End Size Range: wand '/i Material: Carbon steel Finish:U Plain Ordering: Specify rod size.ligure number,name and rod length. t+n�iti�,l'11 lyein;l1t,�5� `A111111111111111111111ty o A ..-- p —«I FIg.142:Standard Thread Lengths(in)• Loads(Ibs) Rod Size Standard Coach Screw Standard Rod Max A Length-L Thread Length—C Thread Length—D Load ate 3$- 2 2�� 390 2 T/+s +/z !. . 3/z 3/4 64 0 8 2'h htt p://www.anvilint.condps_hanger/index.php?CAT=11&FIG=1...&DESC='.oach Screw Rods Machine Threaded on Opposite End 7/23/20089:40:31 AM PIPE RINGS ` zAIWIL Fig. 69 Adjustable Swivel Ring,Tapped Per NFPA Standards Size Range: 1/2'through 8" - Material: Carbon steel Finish: D Galvanized CEIVEP Service: Recommended for suspension of non-insulated stationary pipe line. i M� Maximum Temperature: 650°F 8 2014 Approvals: Complies with Federal Specification A-A-1192A(Type 10) WW-H-171-E(Type 10)and MSS-SP-69(Type 10). CIT TIGARD UL Listed and FM Approved(Sizes 3/4"-8"). BUILD I IVISION Features: • Threads are countersunk so that they cannot become burred or damaged. • Knurled swivel nut provides vertical adjustment after piping is in place. • Captured swivel nut in the 1/2'through 3"sizes. Ordering: Specify size,figure number and name. A Fig.69: Loads(Ibs)•Weight(Ibs)•Dimensions(in) o_ gill Pipe Size Max Load Weight Rod Size A B C F 1/2 0.10 27/8 2 1 9/16 .... \ ____ - F 3/4 0.10 23/4 17/8 1 15/16 C B _ 1 300 0.10 29/16 — 111/16 1 11/4 0.10 2 5/8 13/4 - — 7/8 11/2 0.1 0 3/B 23/4 1 7/8 2 0.11 31/4 23/8 11/8 21/2 0.20 4 23/4 15/16 525 3 0.20 313/16 215/16 13/16 • 4 650 0.30 411/6 313/16 19/6 5 0.54 55/16 43/8 6 1,000 0.65 1/2 611/16 59/16 21/4 8 1.00 8 7 211/16 Pipe Hanger Submittal Sheet Project: 1122 Architect/Engineer: Approval Stamp: • . Date: Phone: Contractor: A&A Address: Notes 1: Notes 2: ®TOLCO' Fig. 4L Longitudinal "In-Line" Sway Brace hi 0 US Size Range — 2"through 8"IPS. MAY 8 2014 LISTED Material — Carbon Steel I." APPROV® Function — For bracing pipe against sway and seismic disturbance. CITY OF TIGARD I. Approvals — Underwriter's Laboratories Listed in the USA(UL)and CanadaIkDIN'G DIVISION �� ��''' Approved by Factory Mutual Engineering FM,2'/2"-8"pipe. 1,1 , PP Y rY 9� 9( ) P�P ;� Installation Instructions —The Fig.4L is the"braced pipe"attachment component of a , longitudinal sway brace assembly. It is intended to be combined with the"bracing pipe"and TOLCO structural attachment component to form a complete bracing assembly. NFPA 13 and/or OSHPD guidelines should be followed. D A To Install — Place the Fig.4L over the pipe to be braced and tighten bolts.Then engage "bracing pipe"into jaw opening and tighten set bolt until hex head snaps off.Jaw attachment can pivot for adjustment to proper brace angle. Finish — Plain Note — Available in Electro-Galvanized and HDG finish. C \ ''Order By — Figure number, pipe size and finish. " VI "' 40, /_ , cb■O I In 4-Way Riser Brace (Plan View) Dimensions•Weights Sizes Max.Rec.Load *Max.Rec. Approx. o A C D Bolt Size Lbs.(cULus) Load Lbs.(FM) Wt./100 Longitudinal Brace 2 5 3/8 21/56 21/6 1/2 2015 — 247 21/2 6 1/26 21/2 2Y4 1h 2015 3000 253 3 7 23/4 31/6 1/2 2015 1550 268 4 81/2 33/8 311/6 1h 2015 1550 348 5 93/4 3 2/e 4% 1/2 2015 1450 380 6 11'h 5 51h 'h 2015 1450 640 8 13'/4 5 Ye 5 Ye 1h 2015 1450 728 " Load shown is allowable with brace installed, between 30°-90°. No reduction of load based on brace angle is required. FM approved when used with 1",11/4",11/2"or 2"Sch.40 brace pipe Cooper B-Line, Inc.'s("Cooper B-Line")seismic bracing components are designed to be compatible only with other Cooper B-Line bracing components, resulting in a listed seismic bracing assembly. Cooper B-Line's warranty for seismic bracing components will be the warranty provided in Cooper B-Line's standard terms and conditions of sale made available by Cooper B-Line,except that,in addition to the other exclusions from Cooper B-Line's warranty,Cooper - B-Line makes no warranty relating to Cooper B-Line's seismic bracing components that are combined with products not provided by Cooper B-Line. COOPER B-LINE 1375 Sampson Ave•Corona,CA 92879•800.786.5266•FAX:951.737.0330 www.tolco.com COOPER B-Line ® TOLCO www,tolco.com a brand orNIBCO Revision 5/24/2001 Fig. 909 - No-Thread Swivel Sway Brace Attacimltnt ®c® Size Range — 1" bracing pipe. For brace pipe sizes larger than 1°CITY OFTICA► �. Component of State of use TOLCO FI . 980. . California OSHPD Approved g BUILDING Seismic Restraints System Material — Carbon Steel, hardened cone point engaging screw J Function —The structural component of a sway and seismic bracing system. Features —This product's design incorporates a concentric attach- %"' ment opening which is critical to the performance of structural seismic connections. NFPA 13 (1999 Edition)Table 6-4.5.9 indicates clearly that fastener table load values are based only on concentric loading. H No threading of the bracing pipe is required. Open design allows for ' ` easy inspection of pipe engagement. All steel construction eliminates deficiencies associated with malleable type attachments. Fastener A can be mounted to all surface angles. B Application Note—The Fig. 909 is used in conjunction with the �1/4"/ TOLCO Fig. 1000, Fig. 1001, or Fig.4 (A) pipe clamp, and joined together with bracing pipe. Install per NFPA 13 and/or TOLCO State of California OSHPD Approved Seismic Restraint Manual. Installation — Extend bracing pipe through opening. Tighten cone Il point engaging screw until head bottoms out. 7 Approvals — Underwriters Laboratories Listed in the USA (UL) and • Canada (cUL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO __ Seismic Restraint Systems Guidelines. Finish — Plain I \i Note —Available in Electro-Galvanized and HDG finish. Order By — Figure number, pipe size and finish. Important Note—The Fig.909 is precision manufactured to perform its function as a critical component of a complete bracing assembly. S`/ To ensure performance,the UL Listing requires that the Fig. 909 must be used only with other TOLCO bracing products. NATIONAL AND INTERNATIONAL PATENT APPLICATION IN PROCESS. Dimensions •Weights Max. Design. Max. Design Load Approx. Pipe Size A B H* Load Lbs. Lbs.w/Washer Wt./100 1 6 15/8 17/32 2015 2765 91 • Available with hole sizes to accommodate up to 3/4"fastener Consult Factory. Office/Manufacturing Facility• ' `<vr A •'"ona,CA 92879•Ph 909.737.5599•fax: 909.737.0330 Customer Service•800.786.5266 III www.tolco.com TOLCO.- www.tolco.com ntwr etNIBCO Revision 5/22/2008 Fig. 1001 - Sway Brace Attachment RECEIVERomponent of State of C O US LISTED California OSHPD Approved Size Range — Pipe size to be braced: 21/2" thru 8" IPS." Pipe size Seismic Restraints System used for bracing: 1" and 11/4" Schedule 40 IPS. MAY 8 2014 Material — Carbon Steel Function — For bracing pipe against sway and seismic distTY OFTIGANI) bance. The pipe attachment component of a sway brace 4141410ING DIVISI The Fig. 1001 is used in conjunction with a TOLCO 900 Series fitting and joined together with bracing pipe per NFPA 13, forming a com- plete sway brace assembly. Features — Can be used to brace schedules 7 through 40 IPS. (�• Field adjustable, making critical pre-engineering of bracing pipe length unnecessary. Unique design requires no threading of brac- ing pipe. Can be used as a component of a four-way riser brace. Comes assembled and ready for installation. Fig. 1001 has built-in visual verification of correct installation. See installation note below. Installation Note — Position Fig. 1001 over the pipe to be braced and tighten two hex head cone point set bolts until heads bottom out. A minimum of 1" pipe extension is recommended. Brace pipe can be installed on top or bottom of pipe to be braced. Approvals — Underwriters Laboratories Listed in the USA (UL) Maximum Design Load and Canada (cUL). Approved by Factory Mutual Engineering (FM). Sch. 7 1600 lbs. Included in our Seismic Restraints Catalog approved by the State Sch. 10 & 40 w/1" Brace Pipe 2015 lbs. of California Office of Statewide Health Planning and Development Sch. 10 & 40 w/1 1/4" Brace Pipe 2765 lbs. (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic FM Approved Design Loads" Restraint Systems Guidelines. 21/2" - 2400 lbs. Finish — Plain 3" - 4" 2500 lbs. Note — Available in Electro-Galvanized and HDG finish. 5" 8" 1500 lbs. Order By — Indicate pipe size to be braced followed by pipe size used for bracing, figure number and finish. Important Note — The Fig. 1001 is precision manufactured to perform its function as a critical component of a complete brac- ing assembly. To ensure performance.the UL Listing requires that the Fig. 1001 must be used only with other TOLCO bracing products. The Fig 1001 is not intended for use with the Fig.907 4-Way Longitudinal Brace Attachment. US AND INTERNATIONAL PATENT APPLICATION IN PROCESS e itt #( i I 1 OFFICE/MANUFACTURING FACILITY•1375 SAMPSON AVE •CORONA,CA 92879•PH: 951.737.5599•FAX: 951.737.0330 166 CUSTOMER SERVICE•800.786.5266 www.tolco.com f fir FS-ONE Intumescent Firestop 10411."1"1 RE IF T 1 : '• 1 escription expertise. in every case. • Intumescent(expands when exposed to fire)firestop sealant that l MAY l I .IR sent combustible and non-combustible penetrations for _ • hours fire rating __ t a CITY apgl)[ GData FS-ONE Intumescent Firestop DUILDI ,ualy °%relative humidity) + ' a I : Water-based intumescent acrylic dispersion 'RR II I1 . Density: Approx.1.5 g/cm3 I ,•r, Color: Red I •14 wist Working time: Approx.20-30 min _- s �i ' Curing time: Approx.14-21 days 41 ' ., Shore A Hardness: Approx.35 Movement capability: Approx.5% Intumescent Activation: Approx 250°F(121°C) Expansion rate(unrestricted): Up to 3-5 times original volume -- _ Temperature resistance(cured): -40°F(-40°C)to 212°F(100°C) Application temperature: 35°F(2°C) to 100°F(38°C) System advantage/Customer benefits Surface burning characteristics: Flame Spread:0 Protects most typical firestop penetration applications •(ASTM E 84-96) Smoke Development:5 • Sound transmission classification: 50 Easy to work with and fast cleanup ASTM E 90-97 • Can be repenetrated when laying new cables • Can be painted Approvals s.DS/N.- ALL,VOID OR CAVITY MATERIALS ICED Evaluation Service,Inc. Report No.5071 CLASSI FLED BY.,, UNDERWRITERS LABORATORIES,INC. California State Fire Marshal Listing No.1200:108 FOR USE IN JOINT APP•••„go City of New York MEA 326-96-M Vol.II SEE UL FIRE RESISTANCE DIRECTORY F°BMf9b.AlSYp!...... ,...7007,4_ ComaMer wwi Row.C°mrfn avrxs Cum Installation instructions for FS-ONE 000,..., Cable installation H r„.k.t,i...._.. .aw rte. ,. ” or 1.Clean opening. 2 Pack mineral wool. 3 Apply FS-ONE. 4 Smooth FS-ONE. 5 Leave completed seal 6.Fasten identification.0.. _ .. (If required) undisturbed for 48 hours. plate Of required)._. Pipe installation IF1 [ IEiiTJ-i0ill j _ 1 Clean opening. 2.Pack mineral wool. 3.Apply FS-ONE. 4.Smooth FS-ONE. 5.Leave completed seal 6.Fasten identification (If required) undisturbed for48 hours. plate(if required). Opening Notice about approvals 1. Clean the opening.Surfaces to which FS-ONE will be applied should be • Check that the penetration has been sealed according to the specified cleaned of loose debris,dirt,oil,moisture,frost and wax.Structures drawing in the UL Fire Resistance Directory or the Hilti Firestop Manual. supporting penetrating items must be installed in compliance with For further advice,please contact Hilti customer service.Refer to Hilti local building and electrical standards. product literature and UL Fire Resistance Directory for specific application Application of firestop sealant details. 2. Install the prescribed backfilling material type and depth to obtain the Not for use... desired rating(if required).Leave sufficient depth for applying FS-ONE. • High movement expansion joints 3. Application of firestop sealant:Apply FS-ONE to the required depth in • Underwater - order to obtain the desired fire rating.Make sure FS-ONE contacts all • On materials where oil,plasticizers or solvents may bleed i.e.impregnated surfaces to provide maximum adhesion.For application of FS-ONE use a wood,oil based seals,green or partially vulcanized rubber standard caulking gun,foil pack gun,bulk loader and bulk gun.With • In any penetration other than those specifically described in this manual FS-ONE buckets,Graco type sealant pumps may be used.(Contact pump or the test reports manufacturer for proper selection). Safety precautions 4. Smoothing of firestop sealant:To complete the seal,tool immediately to • Before handling,read the product and Material Safety Data Sheet for give a smooth appearance.Excess sealant,prior to curing,can be cleaned detailed use and health information away from adjacent surfaces and tools with water. • Keep out of reach of children 5. Leave completed seal undisturbed for 48 hours. • Wear suitable gloves and eye protection 6. For maintenance reasons,a penetration seal should be permanently Storage marked with an identification plate and fastened in a visible position next • Store only in the original packaging in a location protected from moisture to the seal. at temperatures between 40°F(5°C)and 86°F(30°C) • Observe expiration date on the packaging Saving Lives & Property through innovation&education•Hilti U.S.:1-800-879-8000/www.us.hilti.com MD Building Products 1/2 in. x 780 ft. Backer Rod -44826 at The Home Depot Page 2 of 2 s • r Description M-D Building Products,Inc 1/2 in,x 780 ft.Backer Rod is a non-absorbent,closed-cell polyethylene pre-caulking material.It fills in gaps and openings when used before caulking and it helps prevent 3-point bonding.Use it in pavement cracks,wall joints and foundations. Fills large gaps and openings to help prevent drafts Recommended for use in expansion joints in driveways and sidewalks Provides a sound surface for caulking projects Closed-cell polyethylene pre-caulking material Prevents 3 point bonding MFG Brand Name:MD Building Products MFG Model#:44826 MFG Part#:44826 Specifications Assembled Depth(in.):18.25 in Assembled Height(in.):18.25 in Assembled Width(in.):12.5 in Builders Hardware Product Type:Foam Tape Color:Gray Color Family:Grays Density:15.0 •Depth(in):18.25 in Hardware Category:Backer Rod Height(in):12.5 in Item Weight:2.78 lb Manufacturer Warranty:No Material:Other Product Height(in.):0.5 Product Width(in.):0.5 in Returnable:90-Day Unspooled Length(ft.):780 Width(in):18.0 in • More Info Warranty For warranty information on this product,please call our Internet Customer Service Center at 1-800-435-4654. Shipping Most orders ship within 3 business days. 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