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��s�v/3 •" 00(3(0' 7 ' Sc`' a ftio / et,c r uve sUPPofrr arao ENCOURAGE NICET cmFICATION 2 2 013 imp. CITY OFTIGAR'�GUST 2013 ) a ti 1'IS IRESTOP CO. e ki A�M@r�structures, 6 Nrv.a�.ea es... s. “ -TIC FIRE PRC�TECTIO.N! o e„�, , ” . ;..--;:::1;.-1----= c! »ha* MwUR.wqYtSiWIO$ a.vwa•zaaa•r+.d�w*e*ee cr w ..----1,-,:,,,,„„.......,..aro, axq+ 3203 NE 65th Street, Space 2 "�"'"° _ Vancouver, WA 98663 Phone: 360-718-8604 Fax: 360-718-8603 HYDRAULIC CALCULATIONS FOR WALMART TIGARD — STORE #5935 a. WATER SUPPLY INFORMATION b. SYSTEM I AREA 1 RECIEVING c. SYSTEM 2 AREA 2 SALES FLOOR d. SYSTEM 4 AREA 3 m APPROVED APPROVED AS CORRECTED FABRICATION/IN�,��iWA�€RBRRSCALCMATIONS OR CONTRACT TIME. REVISE AND RESUBMIT ❑REJECTED FABRICATION AND!OR INSTALLATION MAY NOT BE UNDERTAKEN IN RESUBMITTING,LIMIT CORRECTIONS TO ITEMS MARKED. ri NO ACTION TAKEN SUBMITTAL EITHER NOT REQUIRED FOR THIS ITEM OR PROVIDED FOR INFORMATION ONLY. CONTRACT REQUIREMENTS SHOULD BE FOLLOWED IN ALL CASES REVIEW/APPROVAL NEITHER EXTENDS NOR ALTERS ANY CONTRACTUAL OBLIGATIONS OF THE ENGINEER OR CONTRACTOR CHECKING OF SUBMITTALS IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN IN THE CONTRACT DOCUMENTS AND ACTION SHOWN IS SUBJECT TO THE GENERAL REQUIREMENTS OF THE PLANS AND SPECIFICATIONS.CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS.QUANTITIES,AND COORDINATION BETWEEN TRADES AND FOR COORDINATING APPROVED ITEMS AND ACCEPTED ALTERNATIVES HENDERSON ENGINEERS,INC. DATED 08/30/2013 BY Eric Neill WATER SUPPLY INFORMATION TEST STATIC AT SRC: 120.0 PSI TEST RESIDUAL AT SRC: 96.0 PSI AT 2564 GPM INFORMATION DERIVED FROM A WATER REPORT SUPPLIED BY PACLAND DURING A FLOW TEST VISIT ON 12/21/11. THE TEST WAS CONDUCTED AT 11:00 A.M., PST AND WITNESSED BY HERB OHLER, TVWD CONSTRUCTION INSPECTOR. FLOW TEST ELEVATION: 196.0 FT AMSL BUILDING PAD ELEVATION: 180.0 FT AMSL THE WATER SUPPLY IS MODIFIED BY THE FOLLOWING: + 6.9 PSI DUE TO ELEVATION DIFFERENCE BETWEEN TEST AND BUILDING DESIGN STATIC AT SRC: 126.9 PSI DESIGN RESIDUAL AT SRC: 102.9 PSI AT 2564 GPM 3.0 PSI STATIC AND 5.0 PSI RESIDUAL PRESSURE LOSSES DUE TO 8" WILKINS 350ADA BACKFLOW PREVENTER ARE NOT INCLUDED. THE ADDITIONAL 5.0 PSI SAFETY FACTOR REQUIRED IS ALSO NOT INCLUDED. t WALMART TIGARD #5935 Drawing Date:6/10/13 8/ 3/13 14 :50 HYDRAULIC DESIGN INFORMATION SHEET Job Name: WALMART TIGARD #5935 Location: 7600 SW DARTMOUTH ST TIGARD, OR 97223 Drawing Date: 6/10/13 Remote Area Number : 1 Contractor : FIRESTOP COMPANY Telephone: (360) 718-8604 3203 NE 65th Street, #2 Vancouver, WA 98663 (360) 718-8603 FAX Designer : Bob Knight, CET III, #100164 Calculated By: SprinkCAD www. sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: UNOBSTRUCTED Occupancy:MERCANTILE Reviewing Authorities :DEPUTY FIRE MARSHAL SYSTEM DESIGN Code:NFPA 13 Hazard:EH 2 System Type:WET Area of Sprinkler Oper. 2020 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0 . 600 I Make : VIK Area per Sprinkler 94 . 0 sq ftl Model: K16 . 8 Hose Allowance Inside 0 gpm I K-Factor: 16 . 80 Hose Allowance Outside 500 gpm 1 Temperature Rating: 286 CALCULATION SUMMARY 31 Flowing Outlets gpm Required: 2361.4 psi Required: 77 .7 @ Source WATER SUPPLY Water Flow Test Pump Data Date of Test 12/21/11 I Rated Capacity 0 gpm Static Pressure 126 . 9 psi I Rated Pressure 0 . 0 psi Residual Pres 102 . 9 psi I Elevation 0 At a Flow of 2564 gpm I Make: Elevation 0" I Model : Location: SITE Source of Information: PST & TVWD CONSTRUCTION SYSTEM VOLUME 4638 Gallons Notes : AfrIPPS:p ir 0 7751• OREG co 10 a°�0.- rt . o EXPIRATION DATE:12/31/14 WALMART TIGARD #5935 Drawing Date:6/10/13 8/ 3/13 14 :50 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref U3 Required at Hyd Area 1 1861 56 .5 psi 1 6" Grvd Butterfly Valve CSC "BFV" 10 ' 120 6 . 065 1861 1 . 1 1 6" Grvd Check Valve CHART LOSS 1861 0 . 0 1 8" Flngd Gate Valve 4 ' 120 8 . 071 1861 0 . 1 Hydr Ref BOR Required at FIRST FLANGE 1861 57 .7 psi 1 8" Flngd Gate Valve 4 ' 120 8 . 071 1861 0 . 1 1 8" MJ Tee 35 ' 120 8 . 071 1861 1 . 0 Fixed Flow Outside Hose Allow. 500 gpm Hydr Ref U3 Required at 8" TO 8" 2361 58 .8 psi 1 Pipe 8" MJ DUCTILE IRON 255 ' 140 8 . 550 2361 6 . 2 1 8" MJ 45 Ell 9 ' 120 8 . 071 2361 0 . 4 1 8" MJ Tee 35 ' 120 8 . 071 2361 1 . 6 Hydr Ref U2 Required at 8" TO 8" 2361 67 . 0 psi 1 8" MJ 45 Ell 9 ' 120 8 . 071 2361 0 . 4 1 8" MJ 90 Ell 18 ' 120 8 . 071 2361 0 . 8 1 8" Flngd Back Flow Valve WILKIN "35 CHART LOSS 2361 5 . 0 1 8" Flngd Gate Valve 4 ' 120 8 . 071 2361 0 . 2 1 Pipe 8" MJ DUCTILE IRON 155 ' 140 8 . 550 2361 3 . 8 Hydr Ref U1 Required at 8" TO 12" 2361 77 .1 psi 1 12" MJ 90 Ell 27 ' 120 11 . 938 2361 0 . 2 2 12" MJ 45 Ell 26 ' 120 11 . 938 2361 0 . 2 1 Pipe 12" MJ DUCTILE IRON 70 ' 140 12 . 460 2361 0 .3 Hydr Ref SRC Required at Source 2361 77 .7 psi Water Source126 . 9 psi static, 102 . 9 psi residual @ 2564 gpm 2361 gpm 106 .3 psi SAFETY PRESSURE 28 .6 psi Available Pressure of 106.3 psi Exceeds Required Pressure of 77 .7 psi This is a safety margin of 28.6 psi or 27 % of Supply Maximum Water Velocity is 19 . 0 fps Job Water Required Hose Allowance Pump Info Flow(gpm) Pres WALMART TIGARD#5935 Static Pressure: 126.9 psi Pressure: 7.7.7 psi Inside: 0 gpm Rated Pres: 0 psi' 0 7600 SW DARTMOUTH ST Residual Pressure: 102.9 psi System Flow: 1861 gpm Outside: 500 gpm Rated Flow: 0 gpm 0 TIGARD, OR 97223 Flow: 2564 gpm System+Hose: 2361 gpm 0 " Remote Area: 1 Date: 12/21/11 Safety Pres: 28.6 psi Loc: SITE Head Elev Pres: 54.9 psi 140 120 Su I 100 80 P • S 500 gpm hose 60 •"" 6.5psi 40 20 600 900 1200 1500 1800 2100 2400 2700 3000 Flow (gpm) WALMART TIGARD #5935 Drawing Date:6/10/13 8/ 3/13 14 :50 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90 ' Standard Elbow F 45 ' Elbow S Straight Flow Thru Tee T 90 ' Flow Thru Tee ✓ Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG' S Number of fittings . See table above. TOTAL Total length (PIPE + FTNG' S) 'Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0 . 433 x change in elevation .Pf Friction loss (psi) to fitting where Pf = 1 x 4 .52 x (Q/C) ^1 . 85 / ID^4 . 87 Pv Velocity pressure (psi) where Pv = 0 . 001123 x Q^2/ID^4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0 . 01 psi . Pressures are listed to 0 . 1 psi . Addition may vary by 0 . 1 psi due to accumulation of round off . - Calculations conform to NFPA 13 . - Velocity Pressures are not considered in these Calculations WALMART TIGARD #5935 Drawing Date:6/10/13 8/ 3/13 14 :50 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^1/2) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 1 101 17 .63 16 . 80 13 . 8 62 . 5 56 . 4 0 . 66 102 17 .68 16 . 80 13 . 8 62 . 4 56 . 4 0 . 66 103 17 . 83 16 . 80 12 . 6 59 . 5 56 . 4 0 . 63 104 17 . 83 16 . 80 12 . 6 59 . 6 56 . 4 0 . 63 105 17 . 99 16 . 80 12 . 4 59 . 2 56 . 4 0 . 63 106 17 . 99 16 . 80 12 . 6 59 . 5 56 . 4 0 . 63 107 18 . 14 16 . 80 12 . 4 59 .2 56 . 4 0 . 63 108 18 . 14 16 . 80 12 . 5 59 . 5 56 . 4 0 . 63 109 18 .30 16 . 80 12 . 4 59 . 1 56 . 4 0 . 63 110 18 .30 16 . 80 12 . 5 59 . 4 56 . 4 0 . 63 111 18 . 45 16 . 80 12 . 4 59 . 2 56 . 4 0 . 63 112 18 . 45 16 . 80 12 . 5 59 . 5 56 . 4 0 . 63 113 18 . 59 16 . 80 12 . 6 59 . 5 56 . 4 0 . 63 114 18 .59 16 . 80 12 . 6 59 . 6 56 . 4 0 . 63 115 18 .64 16 . 80 13 . 7 62 . 2 56 . 4 0 . 66 116 18 . 59 16 . 80 14 . 0 62 . 9 56 . 4 0 . 67 117 18 . 59 16 . 80 14 . 1 63 . 1 56 . 4 0 . 67 118 18 . 76 16 . 80 11 .3 56 . 4 56 . 4 0 . 60 119 18 . 76 16 . 80 11 . 6 57 . 1 56 . 4 0 . 61 120 18 . 92 16 . 80 11 . 4 56 . 8 56 . 4 0 . 60 121 18 . 92 16 . 80 11 . 7 57 . 5 56 . 4 0 . 61 122 19 . 07 16 . 80 11 . 7 57 . 4 56 . 4 0 . 61 123 19 . 07 16 . 80 12 . 0 58 . 1 56 . 4 0 . 62 124 19 .23 16 . 80 11 . 9 58 . 1 56 . 4 0 . 62 125 19 .23 16 . 80 12 . 3 58 . 8 56 . 4 0 . 63 126 19 .38 16 . 80 15 . 3 65 . 6 56 . 4 0 . 70 127 18 . 76 16 . 80 12 . 8 60 . 1 56 . 4 0 . 64 128 18 . 92 16 . 80 13 . 0 60 . 6 56 . 4 0 . 64 129 19 . 07 16 . 80 13 . 3 61 .2 56 . 4 0 . 65 130 19 .23 16 . 80 13 . 6 62 . 0 56 . 4 0 . 66 131 19 .38 16 . 80 15 . 3 65 . 8 56 . 4 0 . 70 201 17 . 11 47 . 4 202 17 . 11 47 . 4 203 17 . 11 47 . 4 204 17 . 11 47 . 4 205 17 . 11 47 . 4 206 17 .39 47 . 3 207 17 .39 47 . 3 208 17 .39 47 . 3 209 17 .39 47 . 3 210 17 .39 47 . 3 211 17 . 66 47 . 2 212 17 . 66 47 . 2 213 17 . 66 47 . 2 214 17 . 66 47 . 2 301 17 . 09 47 . 6 302 17 . 09 47 . 6 303 17 . 09 47 . 6 304 17 . 09 47 . 6 305 17 . 09 47 . 6 306 17 . 34 47 . 4 WALMART TIGARD #5935 Drawing Date:6/10/13 8/ 3/13 14 :50 Page 5 ' NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^1/2) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) J 307 17 . 34 47 . 4 308 17 .34 47 . 4 309 17 . 34 47 . 4 310 17 . 34 47 . 4 311 17 . 60 47 . 3 312 17 . 60 47 . 3 313 17 . 60 47. 3 314 17 . 60 47. 3 315 17 . 60 47. 3 316 17 . 88 47 . 2 320 17 . 83 13 . 1 321 17 . 99 13 . 0 322 18 . 14 13 . 0 323 18 . 30 13 . 0 324 18 . 45 13 . 0 325 18 . 59 13 . 0 326 18 . 76 13 .3 327 18 . 92 13 . 5 328 19 . 07 13 . 8 329 19 .23 14 . 1 _ 330 19 .38 15 . 9 331 18 . 59 14 . 6 Al 15 .53 48 . 1 A2 15 . 81 48 . 0 A3 16 . 07 47. 9 A4 16 .34 47. 8 A5 16 . 61 47. 7 A6 16 . 86 47. 6 A7 17 . 11 47. 4 A8 17 .36 47.3 A9 17 . 61 47. 2 A10 17 . 85 47 . 1 All 18 . 11 47. 0 Al2 18 . 19 47 . 0 BR1 3 . 00 53 . 6 Bl 15 . 50 48 . 2 BR2 3 . 00 53 . 6 B2 15 . 76 48 . 1 BR3 3 . 00 53 . 6 B3 16 . 02 48 . 0 B4 16 .30 47 . 9 BR4 3 . 00 53 . 7 B5 16 . 58 47 . 8 B6 16 . 81 47 . 7 B7 17 . 07 47 . 6 B8 17 .33 47 . 4 B9 17 . 61 47 . 3 B10 17 . 89 47 . 2 B11 18 . 19 47 . 1 B12 18 . 49 46 . 9 B13 18 . 54 46 . 9 WALMART TIGARD #5935 Drawing Date:6/10/13 8/ 3/13 14 :50 Page 6 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^1/2) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) Cl 16 . 71 14 . 9 C2 16 . 76 14 . 9 C3 16 . 92 14 . 9 C4 17. 07 14 . 8 C5 17 .23 14 . 8 C6 17.38 14 . 8 C7 17 .54 14 . 8 C8 17 .67 14 . 8 C9 17 . 72 14 . 8 C10 17 . 78 16 . 5 Cil 17 . 85 16 . 5 C12 18 . 00 16 . 8 C13 18 . 16 17. 1 C14 18 .31 17. 5 C15 18 . 47 18 . 0 D1 17 . 67 16 . 5 El 13 . 53 49 . 0 E2 13 . 82 48 . 9 E3 14 . 10 48 . 8 E4 14 .38 48 . 6 E5 14 .66 48 . 5 E6 14 . 92 48 . 4 E7 15 . 18 48 .3 E8 15 . 44 48 . 2 E9 15 . 70 48 . 1 El0 17 . 87 47. 1 Ell 18 . 13 47. 0 FF 1 . 54 54 . 9 Fl 15 . 50 48 . 2 F2 15 . 76 48 . 1 F3 16 . 02 48 . 0 F4 16 . 30 47. 9 F5 16 . 58 47. 8 F6 16 . 81 47 . 7 F7 17 . 07 47 . 6 F8 17 .33 47. 4 F9 17 .61 47 . 3 F10 17 . 89 47. 2 F1l 18 . 19 47. 1 F12 18 . 49 46 . 9 TR1 20 . 53 39 . 5 TR2 19 . 97 46 . 2 TR4 19 . 67 46 . 4 U3 0 . 00 56 . 5 Max velocity of 19 . 00 occurs in the pipe from TR1 TO C15 WALMART TIGARD #5935 Drawing Date:6/10/13 8/ 3/13 14 :50 Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 118 TO U3 (PRIMARY PATH) 56 . 40 2 . 157 11 . 00 11 . 3 11 . 3 K = 16 . 80 118 C=120 0 . 00 0 . 0 0 . 0 56 . 40 0 . 026 11 . 00 0 . 3 11 . 3 Vel = 5 . 00 57 . 12 2 . 157 1T 6 . 00 11 . 6 11 . 6 K = 16 . 80 119 C=120 12 . 31 0 . 0 0 . 0 113 . 52 0 . 097 18 . 30 1 . 8 11 . 6 Vel = 10 . 06 60 . 14 2 . 157 1T 0 . 92 13 . 3 13 . 3 326 C=120 12 .31 0 . 4 0 . 0 See PATH 17 173 . 66 0 .212 13 . 22 2 . 8 13 . 3 Vel = 15 . 40 1025 . 85 6 . 357 7 . 50 16 . 5 16 . 5 C11 C=120 0 . 00 -0 . 1 0 . 0 See PATH 4 1199 . 51 0 . 039 7 . 50 0 . 3 16 . 5 Vel = 12 . 24 174 . 96 6 .357 7 . 50 16 . 8 16 . 8 C12 C=120 0 . 00 -0 . 1 0 . 0 See PATH 2 - 1374 . 46 0 . 050 7 . 50 0 . 4 16 . 8 Vel = 14 . 03 176 . 64 6 .357 7 . 50 17. 1 17 . 1 . C13 C=120 0 . 00 -0 . 1 0 . 0 See PATH 3 1551 . 11 0 . 063 7 . 50 0 . 5 17 . 1 Vel = 15 . 83 178 . 82 6 .357 7 . 50 17 . 5 17 . 5 C14 C=120 0 . 00 -0 . 1 0 . 0 See PATH 6 1729 . 93 0 . 077 7 . 50 0 . 6 17 . 5 Vel = 17 . 66 131 . 44 6 .357 lE 152 . 29 18 . 0 18 . 0 C15 C=120 2T 101 . 84 -0 . 9 0 . 0 See PATH 26 1861 . 37 0 . 088 1F 254 . 14 22 . 4 18 . 0 Vel = 19 . 00 6 . 357 lE 17 . 53 39 . 5 39 . 5 TR1 C=120 iT 55 . 32 7 . 6 0 . 0 1861 . 37 0 . 088 72 . 85 6 . 4 39 . 5 Vel = 19 . 00 8 . 249 1 . 95 53 . 6 53 . 6 BR1 C=120 0 . 00 0 . 0 0 . 0 1861 . 37 0 . 025 1 . 95 0 . 0 53 . 6 Vel = 11 . 28 8 . 249 1 . 90 53 . 6 53 . 6 BR3 C=120 0 . 00 0 . 0 0 . 0 1861 . 37 0 . 025 1 . 90 0 . 0 53 . 6 Vel = 11 . 28 • UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) WALMART TIGARD #5935 Drawing Date:6/10/13 8/ 3/13 14 :50 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn - PATH 1 FROM HYDRAULIC REFERENCE 118 TO U3 (PRIMARY PATH) 8 .249 1E 4 .21 53 . 7 53 . 7 BR4 C=120 20 . 02 0 . 6 0 . 0 1861 . 37 0 . 025 24 .23 0 . 6 53 . 7 Vel = 11 . 28 8 .550 1E 26 . 54 54 . 9 54 . 9 FF C=140 31 . 70 0 . 7 0 . 0 1861 . 37 0 . 016 58 . 24 0 . 9 54 . 9 Vel = 10 . 50 U3 1861 . 37 56 . 5 K = 247 . 67 PATH 2 FROM HYDRAULIC REFERENCE 120 TO C12 56 . 80 2 . 157 11 . 00 11 . 4 11 . 4 K = 16 . 80 120 C=120 0 . 00 0 . 0 0 . 0 56 . 80 0 . 027 11 . 00 0 .3 11 . 4 Vel = 5 . 04 57 . 53 2 . 157 1T 6 . 00 11 . 7 11 . 7 K = 16 . 80 121 C=120 12 .31 0 . 0 0 . 0 114 . 33 0 . 098 18 .30 1 . 8 11 . 7 Vel = 10 . 14 60 . 63 2 . 157 1T 0 . 92 13 . 5 13 . 5 327 C=120 12 . 31 0 . 4 0 . 0 See PATH 18 174 . 96 0 .215 13 .22 2 . 8 13 . 5 Vel = 15 . 51 C12 174 . 96 16 . 8 K = 42 . 74 PATH 3 FROM HYDRAULIC REFERENCE 122 TO C13 57 . 35 2 . 157 11 . 00 11 . 7 11 . 7 K = 16 . 80 122 C=120 0 . 00 0 . 0 0 . 0 57 . 35 0 . 027 11 . 00 0 . 3 11 . 7 Vel = 5 . 08 58 . 08 2 . 157 1T 6 . 00 12 . 0 12 . 0 K = 16 . 80 123 C=120 12 . 31 0 . 0 0 . 0 115 . 43 0 . 100 18 . 30 1 . 8 12 . 0 Vel = 10 . 23 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) WALMART TIGARD #5935 Drawing Date:6/10/13 8/ 3/13 14 :50 Tyco Fire Products Page 9 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 3 FROM HYDRAULIC REFERENCE 122 TO C13 CONTINUED 61 .21 2 . 157 1T 0. 92 13 . 8 13 . 8 328 C=120 12 .31 0 . 4 0 . 0 See PATH 21 176 . 64 0 .219 13 . 22 2 . 9 13 . 8 Vel = 15 . 66 C13 176 . 64 17 . 1 K = 42 . 76 PATH 4 FROM HYDRAULIC REFERENCE 105 TO C11 59 . 23 2 . 157 1T 8 . 25 12 . 4 12 . 4 K = 16 . 80 105 C=120 12 . 31 0 . 0 0 . 0 59 . 23 0 . 029 20 . 56 0 . 6 12 . 4 Vel = 5 . 25 59 . 53 2 . 157 1T 0 . 92 13 . 0 13 . 0 321 C=120 12 . 31 0 . 4 0 . 0 See PATH 10 118 . 76 0 . 105 13 . 22 1 . 4 13 . 0 Vel = 10 . 53 244 . 03 6 .357 7 . 50 14 . 8 14 . 8 _ C4 C=120 0 . 00 -0 . 1 0 . 0 See PATH 7 362 . 79 0 . 004 7 . 50 0 . 0 14 . 8 Vel = 3 . 70 118 . 61 6 . 357 7 . 50 14 . 8 14 . 8 C5 C=120 0 . 00 -0 . 1 0 . 0 See PATH 5 481 . 40 0 . 007 7 . 50 0 . 1 14 . 8 Vel = 4 . 91 118 . 56 6 .357 7 . 50 14 . 8 14 . 8 C6 C=120 0 . 00 -0 . 1 0 . 0 See PATH 8 599 . 96 0 . 011 7 . 50 0 . 1 14 . 8 Vel = 6 . 12 118 . 62 6 . 357 6 . 50 14 . 8 14 . 8 C7 C=120 0 . 00 -0 . 1 0 . 0 See PATH 12 718 . 58 0 . 015 6 . 50 0 . 1 14 . 8 Vel = 7 . 33 119 . 12 6 .357 2 . 50 14 . 8 14 . 8 C8 C=120 0 . 00 -0 . 0 0 . 0 See PATH 15 837 . 70 0 . 020 2 . 50 0 . 1 14 . 8 Vel = 8 . 55 62 . 21 6 .357 1E 15 . 95 14 . 8 14 . 8 C9 C=120 1T 55 . 32 -0 . 0 0 . 0 See PATH 22 899 . 91 0 . 023 71 . 28 1 . 6 14 . 8 Vel = 9 . 19 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) WALMART TIGARD #5935 Drawing Date:6/10/13 8/ 3/13 14 :50 Tyco Fire Products Page 10 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 4 FROM HYDRAULIC REFERENCE 105 TO C11 CONTINUED 125 . 93 6 .357 3 . 30 16 . 5 16 .5 C10 C=120 0 . 00 -0 . 0 0 . 0 See PATH 24 1025 . 85 0 . 029 3 . 30 0 . 1 16 . 5 Vel = 10 . 47 C11 1025 . 85 16 . 5 K = 252 .33 PATH 5 FROM HYDRAULIC REFERENCE 107 TO C5 59 . 16 2 . 157 1T 8 .25 12 . 4 12 . 4 K = 16 . 80 107 C=120 12 .31 0 . 0 0 . 0 59 . 16 0 . 029 20 . 56 0 . 6 12 . 4 Vel = 5 .24 59 . 46 2 . 157 1T 0 . 92 13 . 0 13 . 0 322 C=120 12 .31 0 . 4 0 . 0 See PATH 11 118 . 61 0 . 105 13 . 22 1 . 4 13 . 0 Vel = 10 . 52 C5 118 . 61 14 . 8 K = 30 . 86 PATH 6 FROM HYDRAULIC REFERENCE 124 TO C14 58 . 06 2 . 157 11 . 00 11 . 9 11 . 9 K = 16 . 80 124 C=120 0 . 00 0 . 0 0 . 0 58 . 06 0 . 028 11 . 00 0 .3 11 . 9 Vel = 5 . 15 58 . 80 2 . 157 1T 6 . 00 12 . 3 12 .3 K = 16 . 80 125 C=120 12 . 31 0 . 0 0 . 0 116 . 86 0 . 102 18 . 30 1 . 9 12 . 3 Vel = 10 .36 61 . 96 2 . 157 1T 0 . 92 14 . 1 14 . 1 329 C=120 12 . 31 0 . 4 0 . 0 See PATH 23 178 . 82 0 . 224 13 . 22 3 . 0 14 . 1 Vel = 15 . 85 C14 178 . 82 17 . 5 K = 42 . 78 PATH 7 FROM HYDRAULIC REFERENCE 103 TO C4 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) WALMART TIGARD #5935 Drawing Date:6/10/13 8/ 3/13 14 :50 Tyco Fire Products Page 11 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 7 FROM HYDRAULIC REFERENCE 103 TO C4 CONTINUED 59 . 53 2 . 157 1T 5 . 25 12 . 6 12 . 6 K = 16 . 80 103 C=120 12 . 31 0 . 0 0 . 0 59 . 53 0 . 029 17 . 56 0 . 5 12 . 6 Vel = 5 . 28 59 . 63 2 . 157 1T 0 . 92 13 . 1 13 . 1 320 C=120 12 . 31 0 . 4 0 . 0 See PATH 9 119 . 16 0 . 106 13 . 22 1 . 4 13 . 1 Vel = 10 . 56 124 . 87 6 .357 7 . 50 14 . 9 14 . 9 C3 C=120 0 . 00 -0 . 1 0 . 0 See PATH 19 244 . 03 0 . 002 7 . 50 0 . 0 14 . 9 Vel = 2 . 49 C4 244 . 03 14 . 8 K = 63 . 41 PATH 8 FROM HYDRAULIC REFERENCE 109 TO C6 59 . 13 2 . 157 1T 8 . 25 12 . 4 12 . 4 K = 16 . 80 109 C=120 12 . 31 0 . 0 0 . 0 59 . 13 0 . 029 20 . 56 0 . 6 12 . 4 Vel = 5 . 24 59 . 43 2 . 157 iT 0 . 92 13 . 0 13 . 0 323 C=120 12 .31 0 . 4 0 . 0 See PATH 13 118 . 56 0 . 105 13 . 22 1 . 4 13 . 0 Vel = 10 . 51 C6 118 . 56 14 . 8 K = 30 . 86 PATH 9 FROM HYDRAULIC REFERENCE 104 TO 320 59 . 63 2 . 157 1T 3 . 75 12 . 6 12 . 6 K = 16 . 80 104 C=120 12 . 31 0 . 0 0 . 0 59 . 63 0 . 029 16 . 06 0 . 5 12 . 6 Vel = 5 . 29 320 59 . 63 13 . 1 K = 16 . 49 PATH 10 FROM HYDRAULIC REFERENCE 106 TO 321 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) WALMART TIGARD #5935 Drawing Date:6/10/13 8/ 3/13 14 :50 Tyco Fire Products Page 12 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 10 FROM HYDRAULIC REFERENCE 106 TO 321 CONTINUED 59 . 53 2 . 157 1T 3 . 75 12 . 6 12 . 6 K = 16 . 80 106 C=120 12 . 31 0 . 0 0 . 0 59 . 53 0 . 029 16 . 06 0 . 5 12 . 6 Vel = 5 . 28 321 59 . 53 13 . 0 K = 16 . 49 PATH 11 FROM HYDRAULIC REFERENCE 108 TO 322 59 . 46 2 . 157 1T 3 . 75 12 . 5 12 . 5 K = 16 . 80 108 C=120 12 .31 0 . 0 0 . 0 59 . 46 0 . 029 16 . 06 0 . 5 12 . 5 Vel = 5 . 27 322 59 . 46 13 . 0 K = 16 . 49 PATH 12 FROM HYDRAULIC REFERENCE 111 TO C7 59 . 16 2 . 157 1T 8 .25 12 . 4 12 . 4 K = 16 . 80 111 C=120 12 . 31 0 . 0 0 . 0 59 . 16 0 . 029 20 . 56 0 . 6 12 . 4 Vel = 5 .25 59 . 46 2 . 157 iT 0 . 92 13 . 0 13 . 0 324 C=120 12 . 31 0 . 4 0 . 0 See PATH 14 118 . 62 0 . 105 13 . 22 1 . 4 13 . 0 Vel = 10 . 52 C7 118 . 62 14 . 8 K = 30 . 86 PATH 13 FROM HYDRAULIC REFERENCE 110 TO 323 59 . 43 2 . 157 1T 3 . 75 12 . 5 12 . 5 K = 16 . 80 110 C=120 12 . 31 0 . 0 0 . 0 59 . 43 0 . 029 16 . 06 0 . 5 12 . 5 Vel = 5 . 27 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) WALMART TIGARD #5935 Drawing Date:6/10/13 8/ 3/13 14 :50 Tyco Fire Products Page 13 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn 323 59 . 43 13 . 0 K = 16 . 49 PATH 14 FROM HYDRAULIC REFERENCE 112 TO 324 59 . 46 2 . 157 1T 3 . 75 12 . 5 12 . 5 K = 16 . 80 112 C=120 12 . 31 0 . 0 0 . 0 59 . 46 0 . 029 16 . 06 0 . 5 12 . 5 Vel = 5 . 27 324 59 . 46 13 . 0 K = 16 . 49 PATH 15 FROM HYDRAULIC REFERENCE 113 TO C8 59 . 53 2 . 157 1T 3 . 75 12 . 6 12 . 6 K = 16 . 80 113 C=120 12 . 31 0 . 0 0 . 0 59 . 53 0 . 029 16 . 06 0 . 5 12 . 6 Vel = 5 .28 59 . 59 2 . 157 1T 0 . 92 13 . 0 13 . 0 325 C=120 12 .31 0 . 4 0 . 0 See PATH 16 119 . 12 0 . 106 13 .22 1 . 4 13 . 0 Vel = 10 . 56 C8 119 . 12 14 . 8 K = 30 . 95 PATH 16 FROM HYDRAULIC REFERENCE 114 TO 325 59 . 59 2 . 157 1T 2 . 75 12 . 6 12 . 6 K = 16 . 80 114 C=120 12 . 31 0 . 0 0 . 0 59 . 59 0 . 029 15 . 06 0 . 4 12 . 6 Vel = 5 . 28 325 59 . 59 13 . 0 K = 16 . 51 PATH 17 FROM HYDRAULIC REFERENCE 127 TO 326 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) WALMART TIGARD #5935 Drawing Date:6/10/13 8/ 3/13 14 :50 Tyco Fire Products Page 14 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* 1 POINT Qt Pf/ft TOTAL Pf Pn I PATH 17 FROM HYDRAULIC REFERENCE 127 TO 326 CONTINUED 60 . 14 2 . 157 1T 5. 00 12 . 8 12 . 8 K = 16 . 80 127 C=120 12 . 31 0 . 0 0 . 0 60 . 14 0 . 030 17 . 31 0 . 5 12 . 8 Vel = 5 . 33 326 60 . 14 13 .3 K = 16 . 47 PATH 18 FROM HYDRAULIC REFERENCE 128 TO 327 60 . 63 2 . 157 1T 4 . 00 13 . 0 13 . 0 K = 16 . 80 128 C=120 12 .31 0 . 0 0 . 0 60 . 63 0 . 030 16 .31 0 . 5 13 . 0 Vel = 5 . 38 327 60 . 63 13 . 5 K = 16 . 49 PATH 19 FROM HYDRAULIC REFERENCE 102 TO C3 62 . 39 2 . 157 lE 4 . 67 13 . 8 13 . 8 K = 16 . 80 102 C=120 1T 18 . 46 0 . 4 0 . 0 62 . 39 0 . 032 23 . 13 0 . 7 13 . 8 Vel = 5 . 53 62 . 49 6 .357 7 . 50 14 . 9 14 . 9 C2 C=120 0 . 00 -0 . 1 0 . 0 See PATH 20 124 . 87 0 . 001 7 . 50 0 . 0 14 . 9 Vel = 1 . 27 C3 124 . 87 14 . 9 K = 32 . 39 PATH 20 FROM HYDRAULIC REFERENCE 101 TO C2 62 . 49 2 . 157 lE 3 . 92 13 . 8 13 . 8 K = 16 . 80 101 C=120 1T 18 . 46 0 . 4 0 . 0 62 . 49 0 . 032 22 .38 0 . 7 13 . 8 Vel = 5 . 54 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) WALMART TIGARD #5935 Drawing Date:6/10/13 8/ 3/13 14 :50 Tyco Fire Products Page 15 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn - PATH 20 FROM HYDRAULIC REFERENCE 101 TO C2 CONTINUED 6 .357 2 . 50 14 . 9 14 . 9 Cl C=120 0 . 00 -0 . 0 0 . 0 62 . 49 0 . 000 2 . 50 0 . 0 14 . 9 Vel = 0 . 64 C2 62 . 49 14 . 9 K = 16 . 17 PATH 21 FROM HYDRAULIC REFERENCE 129 TO 328 61 . 21 2 . 157 1T 4 . 00 13 . 3 13 . 3 K = 16 . 80 129 C=120 12 . 31 0 . 0 0 . 0 61 . 21 0 . 031 16 . 31 0 . 5 13 .3 Vel = 5 . 43 328 61 . 21 13 . 8 K = 16 . 49 _ PATH 22 FROM HYDRAULIC REFERENCE 115 TO C9 62 . 21 2 . 157 1E 4 . 67 13 . 7 13 . 7 K = 16 . 80 115 C=120 1T 18 . 46 0 . 4 0 . 0 62 . 21 0 . 032 23 . 13 0 . 7 13 . 7 Vel = 5 . 52 C9 62 . 21 14 . 8 K = 16 . 15 PATH 23 FROM HYDRAULIC REFERENCE 130 TO 329 61 . 96 2 . 157 1T 4 . 00 13 . 6 13 . 6 K = 16 . 80 130 C=120 12 . 31 0 . 0 0 . 0 61 . 96 0 . 031 16 . 31 0 . 5 13 . 6 Vel = 5 . 49 329 61 . 96 14 . 1 K = 16 . 49 PATH 24 FROM HYDRAULIC REFERENCE 116 TO C10 • UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) L WALMART TIGARD #5935 Drawing Date:6/10/13 8/ 3/13 14 :50 Tyco Fire Products Page 16 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 24 FROM HYDRAULIC REFERENCE 116 TO C10 CONTINUED 62 .86 2 . 157 1T 5 . 00 14 . 0 14 . 0 K =16 . 80 116 C=120 12 . 31 0 . 0 0 . 0 62 . 86 0 . 032 17 .31 0 . 6 14 . 0 Vel = 5 . 57 63 . 07 2 . 157 1T 0 . 92 14 . 6 14 . 6 331 C=120 12 .31 0 . 4 0 . 0 See PATH 25 125 . 93 0 . 117 13 .22 1 . 5 14 . 6 Vel = 11 . 17 6 . 357 5 . 21 16 . 5 16 . 5 D1 C=120 0 . 00 -0 . 0 0 . 0 125 . 93 0 . 001 5 . 21 0 . 0 16 . 5 Vel = 1 . 29 C10 125 . 93 16 . 5 K = 31 . 04 ,PATH 25 FROM HYDRAULIC REFERENCE 117 TO 331 63 . 07 2 . 157 iT 2 . 00 14 . 1 14 . 1 K = 16 . 80 _ 117 C=120 12 . 31 0 . 0 0 . 0 63 . 07 0 . 033 14 . 30 0 . 5 14 . 1 Vel = 5 . 59 331 63 . 07 14 . 6 K = 16 . 53 PATH 26 FROM HYDRAULIC REFERENCE 126 TO C15 65 . 65 2 . 157 1T 6 . 00 15 . 3 15 . 3 K = 16 . 80 126 C=120 12 . 31 0 . 0 0 . 0 65 . 65 0 . 035 18 . 30 0 . 6 15 . 3 Vel = 5 . 82 65 . 79 2 . 157 1T 0 . 92 15 . 9 15 . 9 330 C=120 12 . 31 0 . 4 0 . 0 See PATH 27 131 . 44 0 . 127 13 . 22 1 . 7 15 . 9 Vel = 11 . 65 C15 131 . 44 18 . 0 K = 31 . 00 • PATH 27 FROM HYDRAULIC REFERENCE 131 TO 330 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) WALMART TIGARD #5935 Drawing Date:6/10/13 8/ 3/13 14 :50 Tyco Fire Products Page 17 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn - PATH 27 FROM HYDRAULIC REFERENCE 131 TO 330 CONTINUED 65 .79 2 . 157 iT 4 . 00 15 . 3 15 . 3 K = 16 . 80 131 C=120 12 . 31 0 . 0 0 . 0 65 . 79 0 . 035 16 . 31 0 . 6 15 . 3 Vel = 5 . 83 330 65 . 79 15 . 9 K = 16 . 49 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) 1 WALMART TIGARD #5935 Drawing Date:6/10/13 8/ 3/13 14 :51 HYDRAULIC DESIGN INFORMATION SHEET Job Name : WALMART TIGARD #5935 1 Location: 7600 SW DARTMOUTH ST TIGARD, OR 97223 Drawing Date: 6/10/13 Remote Area Number: 2 Contractor: FIRESTOP COMPANY Telephone: (360) 718-8604 3203 NE 65th Street, #2 Vancouver, WA 98663 (360) 718-8603 FAX Designer: Bob Knight, CET III, #100164 Calculated By: SprinkCAD www. sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: UNOBSTRUCTED Occupancy:MERCANTILE Reviewing Authorities : DEPUTY FIRE MARSHAL SYSTEM DESIGN Code:NFPA 13 Hazard:EH 1 System Type :WET Area of Sprinkler Oper . 2097 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0 . 425 I Make: TYCO Area per Sprinkler 162 . 0 sq ftl Model : EC-25 Hose Allowance Inside 0 gpm I K-Factor:25 .20 Hose Allowance Outside 500 gpm I Temperature Rating: 214 CALCULATION SUMMARY 15 Flowing Outlets gpm Required: 1540.3 psi Required: 83 .7 @ Source WATER SUPPLY Water Flow Test Pump Data Date of Test 12/21/11 I Rated Capacity 0 gpm Static Pressure 126 . 9 psi I Rated Pressure 0 . 0 psi Residual Pres 102 . 9 psi I Elevation 0 At a Flow of 2564 gpm I Make : Elevation 0" I Model : Location: SITE Source of Information: PST & TVWD CONSTRUCTION SYSTEM VOLUME 4638 Gallons Notes : GRID PEAKED t CURRENT LOCATION REQUIRED 83 . 701 psi1540 . 29 gpm AP SHIFT LEFT(DOWN) REQUIRED 82 . 947 psi1539 . 76 gpm cg'f SHIFT RIGHT (UP) REQUIRED 84 .210 psi1540 . 77 gpmal .f) 9 775'. 2oI gREG "F RV 10 `LO' '-' YL O EXPIRAT101 DATE:12/31/14 WALMART TIGARD #5935 Drawing Date:6/10/13 8/ 3/13 14 :51 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref U3 Required at Hyd Area 2 1040 73 . 6 psi 1 6" Grvd Butterfly Valve CSC "BFV" 10 ' 120 6 . 065 1040 0 . 4 1 6" Grvd Check Valve CHART LOSS 1040 0 . 0 1 8" Flngd Gate Valve 4 ' 120 8 . 071 1040 0 . 0 Hydr Ref BOR Required at FIRST FLANGE 1040 74 .0 psi 1 8" Flngd Gate Valve 4 ' 120 8 . 071 1040 0 . 0 1 8" MJ Tee 35 ' 120 8 . 071 1040 0 .3 Fixed Flow Outside Hose Allow. 500 gpm Hydr Ref U3 Required at 8" TO 8" 1540 74 .4 psi 1 Pipe 8" MJ DUCTILE IRON 255 ' 140 8 . 550 1540 2 . 8 1 8" MJ 45 Ell 9 ' 120 8 . 071 1540 0 . 2 1 8" MJ Tee 35 ' 120 8 . 071 1540 0 . 7 Hydr Ref U2 Required at 8" TO 8" 1540 78.1 psi 1 8" MJ 45 Ell 9 ' 120 8 . 071 1540 0 . 2 1 8" MJ 90 Ell 18 ' 120 8 . 071 1540 0 . 4 1 8" Flngd Back Flow Valve WILKIN "35 CHART LOSS 1540 3 . 0 1 8" Flngd Gate Valve 4 ' 120 8 . 071 1540 0 . 1 1 Pipe 8" MJ DUCTILE IRON 155 ' 140 8 . 550 1540 1 . 7 Hydr Ref U1 Required at 8" TO 12" 1540 83 .4 psi 1 12" MJ 90 Ell 27 ' 120 11 . 938 1540 0 . 1 2 12" MJ 45 Ell 26 ' 120 11 . 938 1540 0 . 1 1 Pipe 12" MJ DUCTILE IRON 70 ' 140 12 . 460 1540 0 . 1 Hydr Ref SRC Required at Source 1540 83 .7 psi Water Source126 . 9 psi static, 102 . 9 psi residual @ 2564 gpm 1540 gpm 117 . 6 psi SAFETY PRESSURE 33 . 8 psi Available Pressure of 117 .6 psi Exceeds Required Pressure of 83 .7 psi This is a safety margin of 33 .8 psi or 29 % of Supply Maximum Water Velocity is 23 . 6 fps Job Water Required Hose Allowance Pump Info Flow(gpm) Pres( WALMART TIGA'RD#5935 Static Pressure: 126.9 psi Pressure: 83.7 psi Inside: 0 gpm Rated Pres: 0 psi ' • 0 7600 SW DARTMOUTH ST Residual Pressure: 102.9 psi System Flow: 1040 gpm Outside: 500 gpm Rated Flow: 0 gpm 0 TIGARD, OR 97223 Flow: 2564 gpm System+Hose: 1540 gpm 0 Remote Area: 2 Date: 12/21/11 Safety Pres: 33.8 psi Loc: SITE Head Elev Pres: 72.6 psi 140 120 Supply 100 i 80 _500 gpm hose 60 53.9 psi 40 20 400 600 800 1000 1200 1400 1600 1800 2000 Flow (gpm) WALMART TIGARD #5935 Drawing Date:6/10/13 8/ 3/13 14 :51 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90 ' Standard Elbow F 45 ' Elbow S Straight Flow Thru Tee T 90 ' Flow Thru Tee ✓ Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings . See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0 . 433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4 .52 x (Q/C) ^1 . 85 / ID^4 . 87 Pv Velocity pressure (psi) where Pv = 0 . 001123 x Q^2/ID^4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES : - Pressures are balanced to 0 . 01 psi . Pressures are listed to 0 . 1 psi . Addition may vary by 0 . 1 psi due to accumulation of round off . - Calculations conform to NFPA 13 . - Velocity Pressures are not considered in these Calculations WALMART TIGARD #5935 Drawing Date:6/10/13 8/ 3/13 14 :51 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^1/2) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 201 17 . 11 25 .20 8 . 9 75 . 3 68 . 8 0 . 47 202 17 . 11 25 . 20 7 . 7 69 . 9 68 . 8 0 . 43 203 17 . 11 25.20 7. 5 68 . 9 68 . 8 0 . 43 204 17. 11 25 .20 7. 5 69 . 1 68 . 8 0 . 43 205 17. 11 25 .20 8 .3 72 . 7 68 . 8 0 . 45 206 17.39 25 .20 8 . 9 75 . 3 68 . 8 0 . 47 207 17 . 39 25 . 20 7 . 7 69 . 9 68 . 8 0 . 43 208 17 . 39 25 .20 7 . 5 68 . 9 68 . 8 0 . 43 209 17 .39 25 . 20 7 . 5 69 . 1 68 . 8 0 . 43 210 17 .39 25 . 20 8 . 2 72 .3 68 . 8 0 . 45 211 17 . 66 25 . 20 11 . 1 83 . 8 68 . 8 0 . 52 212 17. 66 25 . 20 10 . 4 81 . 1 68 . 8 0 . 50 213 17.66 25 .20 10 . 3 81 . 0 68 . 8 0 . 50 214 17.66 25 .20 10 . 8 82 . 9 68 . 8 0 . 51 301 17. 09 65 . 7 302 17 . 09 65 . 7 303 17 . 09 65 . 7 304 17 . 09 65 . 7 305 17 . 09 65 . 7 306 17 .34 65 . 6 307 17 .34 65 . 6 308 17 .34 65 . 6 309 17 .34 65 . 6 310 17 .34 65 . 6 311 17 . 60 65 . 4 312 17 . 60 65 . 4 313 17 .60 65 . 4 314 17 .60 65 . 4 315 17 . 60 65 . 4 316 17 . 88 65 . 3 Al 15 .53 43 . 2 A2 15 . 81 43 . 1 A3 16 . 07 43 .3 A4 16 .34 43 . 9 A5 16 .61 44 . 6 A6 16 . 86 45 . 4 A7 17 . 11 46 . 4 A8 17 .36 47. 6 A9 17 . 61 49 . 1 A10 17 . 85 50 . 8 All 18 . 11 52 . 9 Al2 18 . 19 56 . 6 Bl 15 . 50 66 . 4 BR1 3 . 00 71 . 8 B2 15 . 76 66 . 2 BR2 3 . 00 71 . 7 B3 16 . 02 66 . 1 BR3 3 . 00 71 . 8 BR4 3 . 00 71 . 8 B4 16 .30 66 . 0 B5 16 . 58 65 . 9 WALMART TIGARD #5935 Drawing Date:6/10/13 8/ 3/13 14 :51 • Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^liz) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) B6 16 . 81 65 . 8 B7 17 . 07 65 . 7 B8 17 .33 65 . 6 B9 17 . 61 65 . 4 B10 17 . 89 65 . 3 Bll 18 . 19 65 . 2 B12 18 . 49 65 . 1 B13 18 . 54 65 . 0 El 13 . 53 33 . 7 E2 13 . 82 33 . 7 E3 14 . 10 34 . 1 E4 14 .38 34 . 8 E5 14 .66 35 . 4 E6 14 . 92 35 . 8 E7 15 . 18 36 . 1 E8 15 . 44 36 . 2 E9 15 . 70 36 . 3 El0 17 . 87 36 . 0 Ell 18 . 13 35 . 9 FF 1 . 54 72 . 6 Fl 15 . 50 66 . 4 - F2 15 . 76 66 . 2 F3 16 . 02 66 . 1 F4 16 . 30 66 . 0 F5 16 . 58 65 . 9 F6 16 . 81 65 . 8 F7 17 . 07 65 . 7 F8 17 .33 65. 6 F9 17 . 61 65. 4 F10 17 . 89 65 .3 F11 18 . 19 65 .2 F12 18 . 49 65 . 1 TR2 19 . 97 62 .2 TR4 19 . 67 64 . 6 U3 0 . 00 73 . 6 Max velocity of 23 . 65 occurs in the pipe from Al2 TO All WALMART TIGARD #5935 Drawing Date:6/10/13 8/ 3/13 14 :51 Tyco Fire Products Page 6 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 203 TO U3 (PRIMARY PATH) 48 . 09 2 . 157 11. 50 7. 5 7 . 5 K = 17 . 60 203 C=120 0 . 00 0 . 0 0 . 0 48 . 09 0 . 020 11 . 50 0 . 2 7 . 5 Vel = 4 . 26 69 . 90 2 . 157 12 . 00 7. 7 7 . 7 K = 25 . 20 202 C=120 0 . 00 0 . 0 0 . 0 117 . 99 0 . 104 12 . 00 1 . 2 7. 7 Vel = 10 . 46 75 .34 2 . 157 2E 52 . 98 8 . 9 8 . 9 K = 25 . 20 201 C=120 2T 36 . 92 1 . 5 0 . 0 193 .34 0 . 259 89 . 90 23 . 2 8 . 9 Vel = 17. 14 4 .260 13 . 50 33 . 7 33 . 7 El C=120 0 . 00 -0 . 1 0 . 0 193 .34 0 . 009 13 . 50 0 . 1 33 . 7 Vel = 4 .39 193 .38 4 .260 13 . 00 33 . 7 33 . 7 E2 C=120 0 . 00 -0 . 1 0 . 0 See PATH 3 386 . 72 0 . 034 13 . 00 0 . 4 33 . 7 Vel = 8 . 79 173 . 02 4 . 260 13 . 00 34 . 1 34 . 1 ' E3 C=120 0 . 00 -0 . 1 0 . 0 See PATH 6 559 . 73 0 . 067 13 . 00 0 . 9 34 . 1 Vel = 12 . 72 -61 . 46 4 . 260 13 . 00 34 . 8 34 . 8 E4 C=120 0 . 00 -0 . 1 0 . 0 See PATH 7 498 . 27 0 . 054 13 . 00 0 . 7 34 . 8 Vel = 11 .33 -61 . 85 4 .260 12 . 00 35 . 4 35 . 4 E5 C=120 0 . 00 -0 . 1 0 . 0 See PATH 8 436 . 42 0 . 042 12 . 00 0 . 5 35 . 4 Vel = 9 . 92 -59 . 99 4 .260 12 . 00 35 . 8 35 . 8 E6 C=120 0 . 00 -0 . 1 0 . 0 See PATH 9 376 . 43 0 . 032 12 . 00 0 . 4 35 . 8 Vel = 8 . 56 -65 . 54 4 . 260 12 . 00 36 . 1 36 . 1 E7 C=120 0 . 00 -0 . 1 0 . 0 See PATH 10 310 . 89 0 . 023 12 . 00 0 . 3 36 . 1 Vel = 7 . 07 -68 . 78 4 .260 12 . 00 36 . 2 36 . 2 _ E8 C=120 0 . 00 -0 . 1 0 . 0 See PATH 11 242 . 10 0 . 014 12 . 00 0 .2 36 . 2 Vel = 5 . 50 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) WALMART TIGARD #5935 Drawing Date:6/10/13 8/ 3/13 14 :51 • Tyco Fire Products Page 7 ' HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 203 TO U3 (PRIMARY PATH) -72 . 88 4 .260 4E 36 . 56 36 . 3 36 . 3 E9 C=120 52 . 67 -0 . 9 0 . 0 See PATH 12 169 . 22 0 . 007 89 . 23 0 . 7 36 . 3 Vel = 3 . 85 -81 . 42 4 .260 12 . 50 36 . 0 36 . 0 El0 C=120 0 . 00 -0 . 1 0 . 0 See PATH 13 87 . 80 0 . 002 12 . 50 0 . 0 36 . 0 Vel = 2 . 00 2 . 157 4T 234 . 18 35 . 9 35 . 9 Ell C=120 49 . 23 0 . 0 0 . 0 87. 80 0 . 060 283 . 41 17 . 0 35 . 9 Vel = 7 . 78 952 . 48 4 .260 lE 4 . 44 52 . 9 52 . 9 All C=120 13 . 17 -0 . 0 0 . 0 See PATH 2 1040 . 29 0 .211 17. 61 3 . 7 52 . 9 Vel = 23 . 65 6 . 357 3E 158 . 39 56 . 6 56 . 6 Al2 C=120 52 . 81 -0 . 8 0 . 0 1040 . 29 0 . 030 211 . 20 6 . 4 56 . 6 Vel = 10 . 62 6 .357 lE 16 . 97 62 . 2 62 . 2 ' TR2 C=120 1T 55 . 32 7.3 0 . 0 1040 . 29 0 . 030 72 . 29 2 .2 62 . 2 Vel = 10 . 62 8 .249 2 . 05 71 . 7 71 . 7 BR2 C=120 0 . 00 0 . 0 0 . 0 1040 . 29 0 . 008 2 . 05 0 . 0 71 . 7 Vel = 6 .31 8 .249 1 . 95 71 . 8 71 . 8 BR1 C=120 0 . 00 0 . 0 0 . 0 I 1040 . 29 0 . 008 1 . 95 0 . 0 71 . 8 Vel = 6 . 31 8 .249 1 . 90 71 . 8 71 . 8 BR3 C=120 0 . 00 0 . 0 0 . 0 1040 . 29 0 . 008 1 . 90 0 . 0 71 . 8 Vel = 6 . 31 8 . 249 lE 4 . 21 71 . 8 71 . 8 BR4 C=120 20 . 02 0 . 6 0 . 0 1040 . 29 0 . 008 24 . 23 0 . 2 71 . 8 Vel = 6 . 31 8 .550 lE 26 . 54 72 . 6 72 . 6 FF C=140 31 . 70 0 . 7 0 . 0 1040 . 29 0 . 005 58 . 24 0 . 3 72 . 6 Vel = 5 . 87 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) WALMART TIGARD #5935 Drawing Date: 6/10/13 8/ 3/13 14 :51 • Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn U3 1040 . 29 73 . 6 K = 121 . 26 PATH 2 FROM HYDRAULIC REFERENCE 203 TO All 20 . 78 2 . 157 12 . 00 7 . 5 7. 5 K = 7 . 60 203 C=120 0 . 00 0 . 0 0 . 0 20 . 78 0 . 004 12 . 00 0 . 1 7. 5 Vel = 1 . 84 69 . 10 2 . 157 13 . 00 7 . 5 7 . 5 K = 25 . 20 204 C=120 0 . 00 0 . 0 0 . 0 89 . 88 0 . 063 13 . 00 0 . 8 7 . 5 Vel = 7 . 97 72 . 75 2 . 157 2T 157 . 33 8 .3 8 .3 K = 25 . 20 205 C=120 24 . 61 0 . 7 0 . 0 162 . 63 0 . 188 181 . 95 34 . 2 8 . 3 Vel = 14 . 42 4 . 260 13 . 50 43 . 2 43 . 2 Al C=120 0 . 00 -0 . 1 0 . 0 162 . 63 0 . 007 13 . 50 0 . 1 43 . 2 Vel = 3 . 70 162 . 08 4 . 260 13 . 00 43 . 1 43 . 1 A2 C=120 0 . 00 -0 . 1 0 . 0 See PATH 4 324 . 71 0 . 025 13 . 00 0 .3 43 . 1 Vel = 7 . 38 155 . 85 4 . 260 13 . 00 43 .3 43 . 3 A3 C=120 0 . 00 -0 . 1 0 . 0 See PATH 5 480 . 55 0 . 051 13 . 00 0 . 7 43 . 3 Vel = 10 . 92 61 . 46 4 .260 13 . 00 43 . 9 43 . 9 A4 C=120 0 . 00 -0 . 1 0 . 0 See PATH 7 542 . 01 0 . 063 13 . 00 0 . 8 43 . 9 Vel = 12 . 32 61 . 85 4 .260 12 . 00 44 . 6 44 . 6 A5 C=120 0 . 00 -0 . 1 0 . 0 See PATH 8 603 . 86 0 . 077 12 . 00 0 . 9 44 . 6 Vel = 13 . 73 59 . 99 4 . 260 12 . 00 45 . 4 45 . 4 A6 C=120 0 . 00 -0 . 1 0 . 0 See PATH 9 663 . 86 0 . 092 12 . 00 1 . 1 45 . 4 Vel = 15 . 09 65 . 54 4 .260 12 . 00 46 . 4 46 . 4 A7 C=120 0 . 00 -0 . 1 0 . 0 See PATH 10 729 . 40 0 . 110 12 . 00 1 . 3 46 . 4 Vel = 16 . 58 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) WALMART TIGARD #5935 Drawing Date:6/10/13 8/ 3/13 14 :51 ' Tyco Fire Products Page 9 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 2 FROM HYDRAULIC REFERENCE 203 TO All CONTINUED 68 . 78 4 .260 12 . 00 47 . 6 47 . 6 A8 C=120 0 . 00 -0 . 1 0 . 0 See PATH 11 798 . 18 0 . 130 12 . 00 1 . 6 47 . 6 Vel = 18 . 14 72 . 88 4 .260 12 . 00 49 . 1 49 . 1 A9 C=120 0 . 00 -0 . 1 0 . 0 See PATH 12 871 . 07 0 . 152 12 . 00 1 . 8 49 . 1 Vel = 19 . 80 81 . 42 4 .260 12 . 50 50 . 8 50 . 8 A10 C=120 0 . 00 -0 . 1 0 . 0 See PATH 13 952 . 48 0 . 180 12 . 50 2 . 2 50 . 8 Vel = 21 . 65 All 952 . 48 52 . 9 K = 130 . 93 PATH 3 FROM HYDRAULIC REFERENCE 208 TO E2 48 . 15 2 . 157 11 . 50 7. 5 7 . 5 K = 17 . 63 208 C=120 0 . 00 0 . 0 0 . 0 48 . 15 0 . 020 11 . 50 0 . 2 7 . 5 Vel = 4 . 27 69 . 89 2 . 157 12 . 00 7 . 7 7 . 7 K = 25 . 20 207 C=120 0 . 00 0 . 0 0 . 0 118 . 04 0 . 104 12 . 00 1 . 2 7 . 7 Vel = 10 . 47 75 . 34 2 . 157 2E 52 . 97 8 . 9 8 . 9 K = 25 .20 206 C=120 2T 36 . 92 1 . 5 0 . 0 193 . 38 0 .259 89 . 89 23 . 2 8 . 9 Vel = 17 . 14 E2 193 . 38 33 . 7 K = 33 . 30 PATH 4 FROM HYDRAULIC REFERENCE 208 TO A2 1 20 . 70 2 . 157 12 . 00 7. 5 7 . 5 K = 7 . 57 208 C=120 0 . 00 0 . 0 0 . 0 20 . 70 0 . 004 12 . 00 0 . 0 7 . 5 Vel = 1 . 83 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) WALMART TIGARD #5935 Drawing Date:6/10/13 8/ 3/13 14 :51 • Tyco Fire Products Page 10 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn • PATH 4 FROM HYDRAULIC REFERENCE 208 TO A2 CONTINUED 69 . 08 2 . 157 11 . 50 7 . 5 7 . 5 K = 25 . 20 209 C=120 0 . 00 0 . 0 0 . 0 89 . 77 0 . 063 11 . 50 0 . 7 7 . 5 Vel = 7 . 96 72 .31 2 . 157 2T 158 . 84 8 . 2 8 . 2 K = 25 .20 210 C=120 24 . 61 0 . 7 0 . 0 162 . 08 0 . 187 183 . 45 34 . 2 8 . 2 Vel = 14 .37 A2 162 . 08 43 . 1 K = 24 . 68 PATH 5 FROM HYDRAULIC REFERENCE 213 TO A3 72 . 91 2 . 157 11 . 50 10 . 3 10 . 3 K = 22 . 67 213 C=120 0 . 00 0 . 0 0 . 0 72 . 91 0 . 043 11 . 50 0 . 5 10 . 3 Vel = 6 . 46 82 . 94 2 . 157 2T 158 . 84 10 . 8 10 . 8 K = 25 . 20 214 C=120 24 . 61 0 . 7 0 . 0 155 . 85 0 . 173 183 . 45 31 . 8 10 . 8 Vel = 13 . 82 A3 155 . 85 43 . 3 K = 23 . 67 PATH 6 FROM HYDRAULIC REFERENCE 213 TO E3 8 . 13 2 . 157 12 . 00 10 .3 10 . 3 K = 2 . 53 213 C=120 0 . 00 0 . 0 0 . 0 8 . 13 0 . 001 12 . 00 0 . 0 10 . 3 Vel = 0 . 72 81 . 07 2 . 157 11 . 50 10 . 4 10 . 4 K = 25 . 20 212 C=120 0 . 00 0 . 0 0 . 0 89 . 20 0 . 062 11 . 50 0 . 7 10 . 4 Vel = 7 . 91 83 . 81 2 . 157 2E 64 . 96 11 . 1 11 . 1 K = 25 . 20 211 C=120 2T 36 . 92 1 . 5 0 . 0 173 . 02 0 . 211 101 . 88 21 . 4 11 . 1 Vel = 15 . 34 • UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) WALMART TIGARD #5935 Drawing Date:6/10/13 8/ 3/13 14 :51 • Tyco Fire Products Page 11 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn E3 173 . 02 34 . 1 K = 29 . 65 PATH 7 FROM HYDRAULIC REFERENCE E4 TO A4 61 . 46 2 . 157 2E 258 . 79 34 . 8 34 . 8 E4 C=120 4T 61 . 53 -0 . 8 0 . 0 See PATH 1 61 . 46 0 . 031 320 . 32 9 . 9 34 . 8 Vel = 5 . 45 A4 61 . 46 43 . 9 K = 9 . 28 PATH 8 FROM HYDRAULIC REFERENCE E5 TO A5 61 . 85 2 . 157 2E 258 . 78 35 . 4 35 . 4 E5 C=120 4T 61 . 53 -0 . 8 0 . 0 See PATH 1 61 . 85 0 . 031 320 .31 10 . 1 35 . 4 Vel = 5 . 48 A5 61 . 85 44 . 6 K = 9 .26 PATH 9 FROM HYDRAULIC REFERENCE E6 TO A6 59 . 99 2 . 157 5E 260 . 77 35 . 8 35 . 8 E6 C=120 5T 92 .30 -0 . 8 0 . 0 See PATH 1 59 . 99 0 . 030 353 . 07 10 . 5 35 . 8 Vel = 5 .32 A6 59 . 99 45 . 4 K = 8 . 90 PATH 10 FROM HYDRAULIC REFERENCE E7 TO A7 65 . 54 2 . 157 2E 258 . 76 36 . 1 36 . 1 E7 C=120 4T 61 . 53 -0 . 8 0 . 0 See PATH 1 65 . 54 0 . 035 320 . 30 11 . 2 36 . 1 Vel = 5 . 81 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) WALMART TIGARD #5935 Drawing Date:6/10/13 8/ 3/13 14 :51 • Tyco Fire Products Page 12 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn A7 65 . 54 46 . 4 K = 9 . 62 PATH 11 FROM HYDRAULIC REFERENCE E8 TO A8 68 . 78 2 . 157 2E 258 . 75 36 . 2 36 . 2 E8 C=120 4T 61 . 53 -0 . 8 0 . 0 See PATH 1 68 . 78 0 . 038 320 . 29 12 . 2 36 . 2 Vel = 6 . 10 A8 68 . 78 47. 6 K = 9 . 97 PATH 12 FROM HYDRAULIC REFERENCE E9 TO A9 72 . 88 2 . 157 2E 258 . 75 36 .3 36 . 3 E9 C=120 4T 61 . 53 -0 . 8 0 . 0 See PATH 1 72 . 88 0 . 043 320 . 28 13 . 6 36 . 3 Vel = 6 . 46 A9 72 . 88 49 . 1 K = 10 . 40 PATH 13 FROM HYDRAULIC REFERENCE El0 TO A10 81 . 42 2 . 157 4T 234 . 19 36 . 0 36 . 0 E10 C=120 49 . 23 0 . 0 0 . 0 See PATH 1 81 . 42 0 . 052 283 . 41 14 . 8 36 . 0 Vel = 7 . 22 A10 81 . 42 50 . 8 K = 11 . 42 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) • WALMART TIGARD #5935 Drawing Date:6/10/13 8/ 3/13 14 :51 HYDRAULIC DESIGN INFORMATION SHEET Job Name: WALMART TIGARD #5935 Location: 7600 SW DARTMOUTH ST TIGARD, OR 97223 Drawing Date: 6/10/13 Remote Area Number : 3 Contractor: FIRESTOP COMPANY Telephone: (360) 718-8604 3203 NE 65th Street, #2 Vancouver, WA 98663 (360) 718-8603 FAX Designer : Bob Knight, CET III, #100164 Calculated By: SprinkCAD www. sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: UNOBSTRUCTED Occupancy:MERCANTILE Reviewing Authorities :DEPUTY FIRE MARSHAL SYSTEM DESIGN Code:NFPA 13 Hazard:EH 1 System Type:WET Area of Sprinkler Oper . 2008 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0 . 425 I Make : TYCO Area per Sprinkler 162 . 0 sq ftl Model: EC-25 Hose Allowance Inside 0 gpm 1 K-Factor : 25 . 20 -Hose Allowance Outside 500 gpm 1 Temperature Rating: 214 CALCULATION SUMMARY 15 Flowing Outlets . gpm Required: 1699 .0 psi Required: 89.4 @ Source WATER SUPPLY Water Flow Test I Pump Data Date of Test 12/21/11 1 Rated Capacity 0 gpm 1 Static Pressure 126 . 9 psi 1 Rated Pressure 0 . 0 psi 1 Residual Pres 102 . 9 psi 1 Elevation 0 At a Flow of 2564 gpm 1 Make: Elevation 0" 1 Model: Location: SITE Source of Information: PST & TVWD CONSTRUCTION SYSTEM VOLUME 4638 Gallons Notes : GRID PEAKED � CURRENT LOCATION REQUIRED 89 . 435 psi1699 . 03 gpm #1,11,78'SHIFT LEFT (DOWN) REQUIRED 88 .352 psi1697. 85 gpm r ^ u<0� SHIFT RIGHT (UP) REQUIRED 90 .250 psi1700 . 65 gpm .p Ad 775'. OREGi� 20( �F RA, 10 �4��P• YL p EXPIRATION DATE:12/31/14 WALMART TIGARD #5935 Drawing Date:6/10/13 8/ 3/13 14 :51 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref U3 Required at Hyd Area 3 1199 77 .5 psi 1 6" Grvd Butterfly Valve CSC "BFV" 10 ' 120 6 . 065 1199 0 . 5 1 6" Grvd Check Valve CHART LOSS 1199 0 . 0 1 8" Flngd Gate Valve 4 ' 120 8 . 071 1199 0 . 0 Hydr Ref BOR Required at FIRST FLANGE 1199 78. 1 psi 1 8" Flngd Gate Valve 4 ' 120 8 . 071 1199 0 . 0 1 8" MJ Tee 35 ' 120 8 . 071 1199 0 . 4 Fixed Flow Outside Hose Allow. 500 gpm Hydr Ref U3 Required at 8" TO 8" 1699 78 .5 psi 1 Pipe 8" MJ DUCTILE IRON 255 ' 140 8 . 550 1699 3 . 4 1 8" MJ 45 Ell 9 ' 120 8 . 071 1699 0 . 2 1 8" MJ Tee 35 ' 120 8 . 071 1699 0 . 9 Hydr Ref U2 Required at 8" TO 8" 1699 83 . 0 psi 1 8" MJ 45 Ell 9 ' 120 8 . 071 1699 0 . 2 1 8" MJ 90 Ell 18 ' 120 8 . 071 1699 0 . 4 1 8" Flngd Back Flow Valve WILKIN "35 CHART LOSS 1699 3 . 3 1 8" Flngd Gate Valve 4 ' 120 8 . 071 1699 0 . 1 1 Pipe 8" MJ DUCTILE IRON 155 ' 140 8 . 550 1699 2 . 1 Hydr Ref Ul Required at 8" TO 12" 1699 89.1 psi 1 12" MJ 90 Ell 27 ' 120 11 . 938 1699 0 . 1 2 12" MJ 45 Ell 26 ' 120 11 . 938 1699 0 . 1 1 Pipe 12" MJ DUCTILE IRON 70 ' 140 12 . 460 1699 0 . 1 Hydr Ref SRC Required at Source 1699 89.4 psi Water Sourcel26 . 9 psi static, 102 . 9 psi residual @ 2564 gpm 1699 gpm 115.7 psi SAFETY PRESSURE 26.3 psi Available Pressure of 115.7 psi Exceeds Required Pressure of 89.4 psi This is a safety margin of 26 .3 psi or 23 % of Supply Maximum Water Velocity is 27 . 3 fps Job Water Required Hose Allowance Pump Info Flow(gpm)• Pres( WALMART TIGARD#5935 Static Pressure: 126.9 psi Pressure: ' 89:4 psi Inside: 0 gpm Rated Pres: 0 psi 0 7600 SW DARTMOUTH ST Residual Pressure: 102.9 psi System Flow: 1199 gpm Outside: 500 gpm Rated Flow: 0 gpm 0 - TIGARD, OR 97223 Flow: 2564 gpm System+Hose: 1699 gpm 0 Remote Area: 3 Date: 12/21/11 Safety Pres: 26.3 psi Loc: SITE Head Elev Pres: 76.4 psi 140 120 Suppl _ 100 • 500 gpm hose 80 S 'I 60 53.9 psi 40 20 400 600 800 1000 1200 1400 1600 1800 2000 Flow (gpm) WALMART TIGARD #5935 Drawing Date:6/10/13 8/ 3/13 14 :51 • Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90 ' Standard Elbow F 45 ' Elbow S Straight Flow Thru Tee T 90 ' Flow Thru Tee ✓ Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG' S Number of fittings . See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0 . 433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4 .52 x (Q/C) ^1 . 85 / ID^4 . 87 Pv Velocity pressure (psi) where Pv = 0 . 001123 x Q^2/ID^4 Pn Normal pressure (psi) , where Pn = Pt - Pv NOTES: - Pressures are balanced to 0 . 01 psi . Pressures are listed to 0 . 1 psi . Addition may vary by 0 . 1 psi due to accumulation of round off . - Calculations conform to NFPA 13 . - Velocity Pressures are not considered in these Calculations WALMART TIGARD #5935 Drawing Date:6/10/13 8/ 3/13 14 :51 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI"1/2) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) 201 17 . 11 69 . 4 202 17 . 11 69 . 4 203 17 . 11 69 . 4 204 17 . 11 69 . 4 205 17 . 11 69 . 4 206 17 .39 69 . 3 207 17.39 69 . 3 208 17.39 69 . 3 209 17 .39 69 . 3 210 17 . 39 69 . 3 211 17 . 66 69 . 2 212 17 . 66 69 . 2 213 17 . 66 69 . 2 214 17 . 66 69 . 2 301 17 . 09 25 . 20 9 . 1 76 . 0 68 . 8 0 . 47 302 17 . 09 25 .20 7 . 7 70 . 1 68 . 8 0 . 43 303 17 . 09 25 .20 7. 5 68 . 9 68 . 8 0 . 43 304 17 . 09 25 .20 7 . 5 69 . 0 68 . 8 0 . 43 305 17 . 09 25 .20 8 . 1 71 . 9 68 . 8 0 . 44 306 17 .34 25 . 20 9 . 1 76 . 0 68 . 8 0 . 47 307 17 . 34 25 .20 7. 7 70 . 1 68 . 8 0 . 43 - 308 17 .34 25 . 20 7. 5 68 . 9 68 . 8 0 . 43 309 17 .34 25 . 20 7. 5 69 . 0 68 . 8 0 . 43 310 17 .34 25 . 20 8 . 1 71 . 9 68 . 8 0 . 44 . 311 17 . 60 25 . 20 9 . 2 76 . 3 68 . 8 0 . 47 312 17 . 60 25 . 20 7 . 8 70 . 4 68 . 8 0 . 43 313 17 .60 25 . 20 7 . 5 69 . 1 68 . 8 0 . 43 314 17 . 60 25 .20 7 . 6 69 . 3 68 . 8 0 . 43 315 17 . 60 25 .20 8 . 2 72 . 1 68 . 8 0 . 45 316 17 . 88 25 .20 26 . 6 130 . 1 68 . 8 0 . 80 Al 15 . 53 70 . 1 A2 15 . 81 70 . 0 A3 16 . 07 69 . 9 A4 16 . 34 69 . 7 A5 16 . 61 69 . 6 A6 16 . 86 69 . 5 A7 17 . 11 69 . 4 A8 17 . 36 69 . 3 A9 17 . 61 69 . 2 A10 17 . 85 69 . 1 All 18 . 11 69 . 0 Al2 18 . 19 68 . 9 B1 15 .50 38 . 8 BR1 3 . 00 75 . 5 B2 15 . 76 38 . 8 ' BR2 3 . 00 75 . 5 B3 16 . 02 38 . 9 BR3 3 . 00 75 . 5 - BR4 3 . 00 75 . 5 B4 16 . 30 39 . 4 B5 16 . 58 40 . 1 WALMART TIGARD #5935 Drawing Date:6/10/13 8/ 3/13 14 :51 Page 5 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI"i) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) B6 16 . 81 40 . 8 B7 17. 07 41 . 8 B8 17 .33 43 . 1 B9 17 .61 44 . 7 B10 17 . 89 46 . 6 Bll 18 . 19 49 . 0 B12 18 . 49 51 . 9 B13 18 . 54 59 . 9 El 13 .53 71 . 0 E2 13 . 82 70 . 8 E3 14 . 10 70 . 7 E4 14 .38 70 . 6 E5 14 . 66 70 . 5 E6 14 . 92 70 . 4 E7 15 . 18 70 .2 E8 15 . 44 70 . 1 E9 15 . 70 70 . 0 El0 17. 87 69 . 1 Ell 18 . 13 69 . 0 FF 1 . 54 76 . 4 Fl 15 . 50 27 . 4 F2 15 . 76 27. 4 F3 16 . 02 27. 7 F4 16 .30 28 . 5 ' F5 16 .58 29 . 4 F6 16 . 81 30 . 0 F7 17 . 07 30 . 5 F8 17 . 33 30 . 8 F9 17 . 61 31 . 0 F10 17 . 89 31 . 1 Fll 18 . 19 31 . 5 F12 18 . 49 31 . 4 TR2 19 . 97 68 . 2 TR4 19 . 67 65 . 5 U3 0 . 00 77. 5 Max velocity of 27 .25 occurs in the pipe from B12 TO B13 ISI WALMART TIGARD #5935 Drawing Date:6/10/13 8/ 3/13 14 :51 Tyco Fire Products Page 6 ' HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 303 TO U3 (PRIMARY PATH) 53 . 22 2 .157 11 . 50 7 . 5 7 . 5 K = 19 . 47 303 C=120 0 . 00 0 . 0 0 . 0 53 . 22 0 . 024 11 . 50 0 . 3 7 . 5 Vel = 4 . 72 70 . 12 2 . 157 12 . 00 7. 7 7 . 7 K = 25 . 20 302 C=120 0 . 00 0 . 0 0 . 0 123 .34 0 . 113 12 . 00 1 . 4 7 . 7 Vel = 10 . 94 75 . 99 2 . 157 2T 39 . 98 9 . 1 9 . 1 K = 25 . 20 301 C=120 24 . 61 0 . 7 0 . 0 199 . 33 0 .274 64 . 60 17 . 7 9 . 1 Vel = 17 . 67 4 . 260 11 . 00 27. 4 27 . 4 Fl C=120 0 . 00 -0 . 1 0 . 0 199 . 33 0 . 010 11 . 00 0 . 1 27 . 4 Vel = 4 . 53 199 .33 4 . 260 11 . 00 27. 4 27 . 4 F2 C=120 0 . 00 -0 . 1 0 . 0 See PATH 3 398 . 66 0 . 036 11 . 00 0 . 4 27 . 4 Vel = 9 . 06 200 . 55 4 .260 12 . 00 27 . 7 27 . 7 ' F3 C=120 0 . 00 -0 . 1 0 . 0 See PATH 5 599 . 21 0 . 076 12 . 00 0 . 9 27. 7 Vel = 13 . 62 34 . 47 4 .260 12 . 00 28 . 5 28 . 5 F4 C=120 0 . 00 -0 . 1 0 . 0 See PATH 8 633 . 68 0 . 085 12 . 00 1 . 0 28 . 5 Vel = 14 . 40 -68 .26 4 . 260 10 . 00 29 . 4 29 . 4 F5 C=120 0 . 00 -0 . 1 0 . 0 See PATH 9 565 . 42 0 . 068 10 . 00 0 . 7 29 . 4 Vel = 12 . 85 -68 . 82 4 .260 11 . 00 30 . 0 30 . 0 F6 C=120 0 . 00 -0 . 1 0 . 0 See PATH 10 496 . 60 0 . 054 11 . 00 0 . 6 30 . 0 Vel = 11 . 29 -70 . 63 4 .260 11 . 00 30 . 5 30 . 5 F7 C=120 0 . 00 -0 . 1 0 . 0 See PATH 11 425 . 97 0 . 041 11 . 00 0 . 4 30 . 5 Vel = 9 . 68 -73 . 59 4 .260 12 . 00 30 . 8 30 . 8 F8 C=120 0 . 00 -0 . 1 0 . 0 See PATH 12 352 . 38 0 . 029 12 . 00 0 .3 30 . 8 Vel = 8 . 01 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) WALMART TIGARD #5935 Drawing Date:6/10/13 8/ 3/13 14 :51 ' Tyco Fire Products Page 7 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNGhS Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 303 TO U3 (PRIMARY PATH) -78 . 00 4 .260 12 . 00 31 . 0 31 . 0 F9 C=120 0 . 00 -0 . 1 0 . 0 See PATH 13 274 .38 0 . 018 12 . 00 0 . 2 31 . 0 Vel = 6 . 24 -83 . 48 4 . 260 2E 24 . 53 31 . 1 31 . 1 F10 C=120 26 . 33 -0 . 1 0 . 0 See PATH 14 190 . 91 0 . 009 50 . 87 0 . 5 31 . 1 Vel = 4 . 34 -91 . 49 4 .260 12 . 62 31 . 5 31 . 5 F11 C=120 0 . 00 -0 . 1 0 . 0 See PATH 15 99 . 42 0 . 003 12 . 62 0 . 0 31 . 5 Vel = 2 . 26 2 . 157 4T 222 . 07 31 . 4 31 . 4 F12 C=120 49 .23 -0 . 0 0 . 0 99 . 42 0 . 076 271 .29 20 . 5 31 . 4 Vel = 8 . 81 1099 . 60 4 .260 2E 3 . 12 51 . 9 51 . 9 B12 C=120 26 . 33 -0 . 0 0 . 0 See PATH 2 1199 . 03 0 . 275 29 . 45 8 . 1 51 . 9 Vel = 27 . 25 6 .357 1E 127 . 85 59 . 9 59 . 9 B13 C=120 1F 26 . 40 -0 . 5 0 . 0 1199 . 03 0 . 039 154 .26 6 . 0 59 . 9 Vel = 12 . 24 6 .357 1E 16 . 67 65 . 5 65 . 5 TR4 C=120 1T 55 . 32 7.2 0 . 0 1199 . 03 0 . 039 71 . 99 2 . 8 65 . 5 Vel = 12 . 24 8 . 249 1E 4 . 21 75 . 5 75 . 5 BR4 C=120 20 . 02 0 . 6 0 . 0 1199 . 03 0 . 011 24 . 23 0 . 3 75 . 5 Vel = 7 . 27 8 . 550 1E 26 . 54 76 . 4 76 . 4 FF C=140 31 . 70 0 . 7 0 . 0 1199 . 03 0 . 007 58 . 24 0 . 4 76 . 4 Vel = 6 . 77 U3 1199 . 03 77 . 5 K = 136 . 19 . PATH 2 FROM HYDRAULIC REFERENCE 303 TO B12 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) WALMART TIGARD #5935 Drawing Date:6/10/13 8/ 3/13 14 :51 Tyco Fire Products Page 8 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 2 FROM HYDRAULIC REFERENCE 303 TO B12 CONTINUED 15 . 65 2 . 157 12 . 00 7. 5 7 . 5 K = 5 . 73 303 C=120 0 . 00 0 . 0 0 . 0 15 . 65 0 . 002 12 . 00 0 . 0 7 . 5 Vel = 1 . 39 69 . 01 2 . 157 11 . 50 7 . 5 7. 5 K = 25 . 20 304 C=120 0 . 00 0 . 0 0 . 0 84 . 66 0 . 056 11 . 50 0 . 6 7 . 5 Vel = 7 . 51 71 . 91 2 . 157 2T 146 . 73 8 . 1 8 . 1 K = 25 . 20 305 C=120 24 . 61 0 . 7 0 . 0 156 .57 0 . 175 171 . 35 30 . 0 8 . 1 Vel = 13 . 88 4 .260 11 . 00 38 . 8 38 . 8 B1 C=120 0 . 00 -0 . 1 0 . 0 156 . 57 0 . 006 11 . 00 0 . 1 38 . 8 Vel = 3 .56 156 . 47 4 . 260 11 . 00 38 . 8 38 . 8 _ B2 C=120 0 . 00 -0 . 1 0 . 0 See PATH 4 313 . 04 0 . 023 11 . 00 0 . 3 38 . 8 Vel = 7. 12 156 . 70 4 .260 12 . 00 38 . 9 38 . 9 B3 C=120 0 . 00 -0 . 1 0 . 0 See PATH 6 469 . 73 0 . 049 12 . 00 0 . 6 38 . 9 Vel = 10 . 68 95 . 61 4 .260 12 . 00 39 . 4 39 . 4 B4 C=120 0 . 00 -0 . 1 0 . 0 See PATH 7 565 .35 0 . 068 12 . 00 0 . 8 39 . 4 Vel = 12 . 85 68 . 26 4 .260 10 . 00 40 . 1 40 . 1 B5 C=120 0 . 00 -0 . 1 0 . 0 See PATH 9 633 . 61 0 . 084 10 . 00 0 . 8 40 . 1 Vel = 14 . 40 68 . 82 4 . 260 11 . 00 40 . 8 40 . 8 B6 C=120 0 . 00 -0 . 1 0 . 0 See PATH 10 702 . 43 0 . 102 11 . 00 1 . 1 40 . 8 Vel = 15 . 97 70 . 63 4 . 260 11 . 00 41 . 8 41 . 8 B7 C=120 0 . 00 -0 . 1 0 . 0 See PATH 11 773 . 05 0 . 122 11 . 00 1 .3 41 . 8 Vel = 17 . 57 73 . 59 4 . 260 12 . 00 43 . 1 43 . 1 B8 C=120 0 . 00 -0 . 1 0 . 0 See PATH 12 846 . 64 0 . 144 12 . 00 1 . 7 43 . 1 Vel = 19 . 24 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) WALMART TIGARD #5935 Drawing Date:6/10/13 8/ 3/13 14 :51 ' Tyco Fire Products Page 9 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 2 FROM HYDRAULIC REFERENCE 303 TO B12 CONTINUED 78 . 00 4 .260 12 . 00 44 . 7 44 . 7 B9 C=120 0 . 00 -0 . 1 0 . 0 See PATH 13 924 . 64 0 . 170 12 . 00 2 . 0 44 . 7 Vel = 21 . 02 83 . 48 4 .260 12 . 88 46 . 6 46 . 6 B10 C=120 0 . 00 -0 . 1 0 . 0 See PATH 14 1008 . 12 0 . 199 12 . 88 2 . 6 46 . 6 Vel = 22 . 91 91 . 49 4 .260 12 . 62 49 . 0 49 . 0 B11 C=120 0 . 00 -0 . 1 0 . 0 See PATH 15 1099 . 60 0 . 234 12 . 62 3 . 0 49 . 0 Vel = 24 . 99 B12 1099 . 60 51 . 9 K = 152 . 69 PATH 3 FROM HYDRAULIC REFERENCE 308 TO F2 53 . 26 2 . 157 11 . 50 7 . 5 7 . 5 K = 19 . 49 308 C=120 0 . 00 0 . 0 0 . 0 53 . 26 0 . 024 11 . 50 0 . 3 7 . 5 Vel = 4 . 72 70 . 10 2 . 157 12 . 00 7. 7 7 . 7 K = 25 . 20 307 C=120 0 . 00 0 . 0 0 . 0 123 . 36 0 . 113 12 . 00 1 . 4 7. 7 Vel = 10 . 94 75 . 97 2 . 157 2T 39 . 98 9 . 1 9 . 1 K = 25 . 20 306 C=120 24 . 61 0 . 7 0 . 0 199 . 33 0 . 274 64 . 60 17 . 7 9 . 1 Vel = 17 . 67 F2 199 . 33 27 . 4 K = 38 . 05 PATH 4 FROM HYDRAULIC REFERENCE 308 TO B2 15 . 59 2 . 157 12 . 00 7 . 5 7 . 5 K = 5 . 71 308 C=120 0 . 00 0 . 0 0 . 0 15 . 59 0 . 002 12 . 00 0 . 0 7 . 5 Vel = 1 . 38 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) WALMART TIGARD #5935 Drawing Date:6/10/13 8/ 3/13 14 :51 Tyco Fire Products Page 10 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 4 FROM HYDRAULIC REFERENCE 308 TO B2 CONTINUED 68 . 99 2 . 157 11 . 50 7 . 5 7 . 5 K = 25 . 20 309 C=120 0 . 00 0 . 0 0 . 0 84 . 58 0 . 056 11 . 50 0 . 6 7 . 5 Vel = 7 . 50 71 . 89 2 . 157 2T 146 . 73 8 . 1 8 . 1 K = 25 . 20 310 C=120 24 . 61 0 . 7 0 . 0 156 . 47 0 . 175 171 . 35 29 . 9 8 . 1 Vel = 13 . 87 B2 156 . 47 38 . 8 K = 25 . 13 PATH 5 FROM HYDRAULIC REFERENCE 313 TO F3 53 . 83 2 . 157 11 . 50 7. 5 7. 5 K = 19 . 62 313 C=120 0 . 00 0 . 0 0 . 0 53 . 83 0 . 024 11 . 50 0 .3 7 . 5 Vel = 4 . 77 70 . 40 2 . 157 12 . 00 7. 8 7 . 8 K = 25 .20 312 C=120 0 . 00 0 . 0 0 . 0 124 .23 0 . 114 12 . 00 1 . 4 7 . 8 Vel = 11 . 01 76 . 32 2 . 157 2T 39 . 98 9 . 2 9 . 2 K = 25 . 20 311 C=120 24 . 61 0 . 7 0 . 0 200 . 55 0 .277 64 . 60 17 . 9 9 . 2 Vel = 17 . 78 F3 200 . 55 27. 7 K = 38 . 08 PATH 6 FROM HYDRAULIC REFERENCE 313 TO B3 15 . 30 2 . 157 12 . 00 7 . 5 7 . 5 K = 5 . 58 313 C=120 0 . 00 0 . 0 0 . 0 15 . 30 0 . 002 12 . 00 0 . 0 7 . 5 Vel = 1 .36 69 . 26 2 . 157 11 . 50 7. 6 7 . 6 K = 25 . 20 314 C=120 0 . 00 0 . 0 0 . 0 84 . 55 0 . 056 11 . 50 0 . 6 7 . 6 Vel = 7 . 50 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) WALMART TIGARD #5935 Drawing Date:6/10/13 8/ 3/13 14 :51 Tyco Fire Products Page 11 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 6 FROM HYDRAULIC REFERENCE 313 TO B3 CONTINUED 72 . 15 2 . 157 2T 146 . 73 8 . 2 8 . 2 K = 25 . 20 315 C=120 24 . 61 0 . 7 0 . 0 156 . 70 0 . 175 171 .35 30 . 0 8 . 2 Vel = 13 . 89 B3 156 . 70 38 . 9 K = 25 . 12 PATH 7 FROM HYDRAULIC REFERENCE 316 TO B4 95 . 61 2 . 157 2T 146 . 73 26 . 6 26 . 6 K = 18 . 52 316 C=120 24 . 61 0 . 7 0 . 0 95 .61 0 . 070 171 . 35 12 . 0 26 . 6 Vel = 8 . 48 B4 95 . 61 39 . 4 K = 15 . 24 PATH 8 FROM HYDRAULIC REFERENCE 316 TO F4 34 . 47 2 . 157 2T 86 . 98 26 . 6 26 . 6 K = 6 . 68 316 C=120 24 . 61 0 . 7 0 . 0 34 . 47 0 . 011 111 . 60 1 .2 26 . 6 Vel = 3 . 06 F4 34 . 47 28 . 5 K = 6 . 45 PATH 9 FROM HYDRAULIC REFERENCE F5 TO B5 68 . 26 2 . 157 4T 233 . 72 29 . 4 29 . 4 F5 C=120 49 . 23 0 . 0 0 . 0 See PATH 1 68 . 26 0 . 038 282 . 94 10 . 7 29 . 4 Vel = 6 . 05 B5 68 . 26 40 . 1 K = 10 . 78 PATH 10 FROM HYDRAULIC REFERENCE F6 TO B6 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) WALMART TIGARD #5935 Drawing Date:6/10/13 S/ 3/13 14 :51 • Tyco Fire Products Page 12 - HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 10 FROM HYDRAULIC REFERENCE F6 TO B6 CONTINUED 68 . 82 2 . 157 4T 233 . 72 30 . 0 30 .0 F6 C=120 49 . 23 0 . 0 0 . 0 See PATH 1 68 . 82 0 . 038 282 . 94 10 . 8 30 . 0 Vel = 6 . 10 B6 68 . 82 40 . 8 K = 10 . 77 PATH 11 FROM HYDRAULIC REFERENCE F7 TO B7 70 . 63 2 . 157 4T 233 . 72 30 . 5 30 . 5 F7 C=120 49 .23 0 . 0 0 . 0 See PATH 1 70 . 63 0 . 040 282 . 94 11 . 4 30 . 5 Vel = 6 .26 B7 70 . 63 41 . 8 K = 10 . 92 PATH 12 FROM HYDRAULIC REFERENCE F8 TO B8 73 .59 2 . 157 4T 233 . 72 30 . 8 30 . 8 F8 C=120 49 . 23 0 . 0 0 . 0 See PATH 1 73 . 59 0 . 043 282 . 94 12 .2 30 . 8 Vel = 6 . 52 B8 73 . 59 43 . 1 K = 11 .21 PATH 13 FROM HYDRAULIC REFERENCE F9 TO B9 78 . 00 2 . 157 4T 233 . 72 31 . 0 31 . 0 F9 C=120 49 . 23 0 . 0 0 . 0 See PATH 1 78 . 00 0 . 048 282 . 94 13 . 6 31 . 0 Vel = 6 . 92 B9 78 . 00 44 . 7 K = 11 . 67 PATH 14 FROM HYDRAULIC REFERENCE F10 TO B10 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) WALMART TIGARD #5935 Drawing Date:6/10/13 8/ 3/13 14 :51 • Tyco Fire Products Page 13 - HYD. 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FITTING PIPE Pt Pt REF "C" TYPES FTNG' S Pe Pv ******* NOTES ******* POINT Qt Pf/ft TOTAL Pf Pn PATH 14 FROM HYDRAULIC REFERENCE F10 TO B10 CONTINUED 83 . 48 2. 157 4T 233 . 72 31 . 1 31 . 1 F10 C=120 49 . 23 0 . 0 0 . 0 See PATH 1 83 . 48 0 . 055 282 . 94 15 . 5 31 . 1 Vel = 7 . 40 B10 83 . 48 46 . 6 K = 12 . 23 PATH 15 FROM HYDRAULIC REFERENCE F11 TO B11 91 . 49 2 . 157 4T 222 . 07 31 . 5 31 . 5 Fil C=120 49 .23 0 . 0 0 . 0 See PATH 1 91 . 49 0 . 065 271 .29 17. 6 31 . 5 Vel = 8 . 11 B11 91 . 49 49 . 0 K = 13 . 07 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) _ SEISMIC BRACING CALCULATIONS Sheet 1 of 7 Job Name: WALMART STORE 5935 Job#: 13-155-200 Address: 7600 SW DARTMOUTH ST Contractor: FIRESTOP COMPANY E TIGARD,OR 97223 Address: 3203 65TH ST,SPACE 2 VANCOUVER,WA 98663 Phone: 360-718-8604 Sway Brace Structural Fitting Information: Brace Information - Make: Model: Allowable Horz Load - _ Maximum Spacing 40 feet AFCON 77 Per Table 9.3.5.10.3 a T E Length of Brace 7-0 Rating: Adj per 9.3.5.10.3 Based on Angle(d) Bracing Material 1" Sch 40 2015 lbs 1425 Divide Rated Load by t _ Angle from Verticle 45-59 Sway Brace Pipe Fitting Information: 30-44 d/2.0 = Least Rad.of Gyr. .421 Make: Model: 45-59 d/ 1.414 - - L/R Value 200 AFCON E 60-89 d/ 1.155 Max Horizontal Load 1310 Rating: Adj per 9.3.5.10.3 90 d/ 1 = - Force Factor(Fp) 0.5042 2015 lbs 1425 1 - Fastener Information Assembly Detail Details Provided on Plan m NFPA 13 Figure 9.3.5.9.1 E Orientation Angle B f FAS1ENER - Type Steel N/A " �„1 MACE " - s 1/2 '� Diameter - _ Length(embedment) N/A - Max Load(lbs)Steel 2050 FIGURE B 5 ; LOAD PERPENDICULAR E Max Load(lbs)Wood N/A FASTENER HORIZONTAL TO UNDERSIDE = OF STRUCTURAL MEMBER Max Load(lbs)Concrete N/A 2 - Pipe Pipe Pipe WEIGHT(Lbs'Ft) Wp Net Brace Brace Identification on Plans E Size Type Length s...,.,,,„m1,,,,6 Factor Tot.Wgt. Tot.Wgt. A 6 Sch 10 40 23.03 0.5042 464.47 Orientation of Brace 2 Sch 10 240 4.22 0.5042 510.65 LATERAL = 1 Sch 40 26 2.05 0.5042 26.87 LATERAL BRACE INFO E 5 0 N/A N/A 0 0 0.5042 0.00 Table 9.3.5.3.2(a orb) _ N/A N/A 0 0 0.5042 0.00 Size&Sch - N/A N/A 0 0 0.5042 0.00 of Pipe Braced I s N/A N/A 0 0 0.5042 0.00 6 & > Sch 10 - N/A N/A 0 0 0.5042 0.00 Max Length of Brace F2 = N/A N/A 0 0 0.5042 0.00 40 E N/A N/A 0 0 0.5042 0.00 Max Allowable Load(lbs) N/A N/A 0 0 0.5042 0.00 Table a v 5 N/A N/A 0 0 0.5042 0.00 Load 1900 _ sl Max Load per Table 9.3.5.3.2 1900 Total Weight 1002.00 TOTAL Max Fastener Load 2050 Adjusted FPW x 1.15(lbs) 1152.302. .p, HORIZONTAL Max Structural Fitting Load 1425 LOAD E Max Pipe Fitting Load 1425 F2 2 Adj Weight does not exceed MAX Allowable Loads 2 Max Horizntal Brace Load 1310 Prepared by Bob Knight, CET III (NICET# 100164) SEISMIC BRACING CALCULATIONS Sheet 2 of 7 • Job Name: WALMART STORE 5935 Job#: 13-155-200 Address: 7600 SW DARTMOUTH ST Contractor: FIRESTOP COMPANY E TIGARD,OR 97223 Address: 3203 65TH ST,SPACE 2 VANCOUVER,WA 98663 - Phone: 360-718-8604 Sway Brace Structural Fitting Information: Brace Information ,; Make: Model: Allowable Horz Load Maximum Spacing 40 feet AFCON 77 Per Table 9.3.5.10.3 x Length of Brace 7-0 Rating: Adj per 9.3.5.10.3 Based on Angle(d) 0 5 Bracing Material 1" Sch 40 2015 lbs 1425 Divide Rated Load by m Angle from Verticle 45-59 Sway Brace Pipe Fitting Information: 30-44 d/2.0 s r Least Rad.of Gyr. .421 Make: Model: 45-59 d/ 1.414 - L/R Value 200 AFCON E 60-89 d/ 1.155 Max Horizontal Load 1310 Rating: Adj per 9.3.5.10.3 90 d/1 - - Force Factor(Fp) 0.5042 2015 lbs 1425 Fastener Information Assembly Detail Details Provided on Plan NFPA 13 Figure 9.3.5.9.1 ` 5 E Orientation Angle B w I FASTENER - Type Steel N/AjL) /' . A:r = rt Diameter 1/2 - Length(embedment) N/A Max Load(lbs)Steel 2050 FIGURE 0 LOAD PERPENDICULAR E Max Load(lbs)Wood N/A FASTENER HORIZONTAL TO UNDERSIDE r o OF STRUCTURAL MEMBER Max Load(lbs)Concrete N/A 2 t Pipe Pipe Pipe WEIGHT(Lbs, ) W,, Net Brace Brace Identification on Plans = Size Type Length s,.,t,.s,,,,,k,,,,,, Factor Tot.Wgt. Tot.Wgt. B 3 Sch 10 40 7.94 0.5042 160.13 Orientation of Brace 1 1/2 Sch 40 10 3.61 0.5042 18.20 LATERAL = - 1 1/4 Sch 40 30 2.93 0.5042 44.32 LATERAL BRACE INFO 1 Sch 40 120 2.05 0.5042 124.03 Table 9.3.5.3.2(a or b) _ N/A N/A 0 0 0.5042 0.00 Size&Sch - N/A N/A 0 0 0.5042 0.00 of Pipe Braced s N/A N/A 0 0 0.5042 0.00 - 3 Sch 10 N/A N/A 0 0 0.5042 0.00 Max Length of Brace F2 = N/A N/A 0 0 0.5042 0.00 40 E N/A N/A 0 0 0.5042 0.00 Max Allowable Load(lbs) N/A N/A 0 0 0.5042 0.00 Table a v . N/A N/A 0 0 0.5042 0.00 Load 454 - Max Load per Table 9.3.5.3.2 454 Total Weight 346.69 TOTAL Max Fastener Load 2050 Adjusted Fpw x 1.15(lbs) 398.69HORIZONTAL - Max Structural Fitting Load 1425 LOAD z Max Pipe Fitting Load 1425 Adj Weight does not exceed MAX Allowable Loads = Max Horizntal Brace Load 1310 a Prepared by Bob Knight, CET III (NICET# 100164) SEISMIC BRACING CALCULATIONS Sheet 3 of 7 • Job Name: WALMART STORE 5935 Job#: 13-155-200 . Address: 7600 SW DARTMOUTH ST Contractor: FIRESTOP COMPANY E TIGARD,OR 97223 Address: 3203 65TH ST,SPACE 2 s . VANCOUVER,WA 98663 Phone: 360-718-8604 Sway Brace Structural Fitting Information: Brace Information ! r Make: Model: Allowable Horz Load o Maximum Spacing 25 feet AFCON 77 Per Table 9.3.5.10.3 a E Length of Brace 7-0 Rating: Adj per 9.3.5.10.3 Based on Angle(d) u Bracing Material 1" Sch 40 2015 lbs 1425 Divide Rated Load by a i It Angle from - g o Verticle 45-59 Sway Brace Pipe Fitting Information: 30 44 d/2.0 Least Rad.of r.G 45-59 d/ 1.414 --° - Gy r. Make: Model: L/R Value 200 AFCON E 60-89 d/1.155 s - Max Horizontal Load 1310 Rating: Adj per 9.3.5.10.3 90 d/ 1 i _ Force Factor F - 22 E 0 0.5042 lbs ( p 2015 1425 AssemblyDetail Fastener Information Details Provided on Plan NFPA 13 Figure 9.3.5.9.1 _ Orientation Angle B , I FASTENER z 1`"`--. CE Steel N/A <c s x r Diameter 1/2 Length(embedment) N/A - Max Load(lbs)Steel 2050 FIGURE B 1 LOAD PERPENDICULAR = Max Load(lbs)Wood N/A FASTENER HORIZONTAL TO UNDERSIDE = o OF STRUCTURAL MEMBER Max Load(lbs)Concrete N/A 7 - Pipe Pipe Pipe WEIGHT(Lbs'Ft) Wp Net Brace Brace Identification on Plans = Size Type Length ,,,,,.,,,,,.A,,,.( Factor Tot.Wgt. Tot.Wgt. C 4 Sch 10 25 11.78 0.5042 148.49 Orientation of -gt 2 Sch 10 300 4.22 0.5042 638.32 LATERAL 1 Sch 40 80 2.05 0.5042 82.69 LATERAL BRACE INFO E N/A N/A 0 0 0.5042 0.00 Table 9.3.5.3.2(a orb) _ N/A N/A 0 0 0.5042 0.00 Size&Sch N/A N/A 0 0 0.5042 0.00 of Pipe Braced N/A N/A 0 0 0.5042 0.00 4 Sch 10 7 s N/A N/A 0 0 0.5042 0.00 Max Length of Brace k = N/A N/A 0 0 0.5042 0.00 25 E N/A N/A 0 0 0.5042 0.00 Max Allowable Load(lbs) i N/A N/A 0 0 0.5042 0.00 Table a „ s . N/A N/A 0 0 0.5042 0.00 Load 1307 Max Load per Table 9.3.5.3.2 1307 Total Weight 869.49 TOTAL Max Fastener Load 2050 Adjusted FPW x 1.15(lbs) 999.92E 2 HORIZONTAL - Max Structural Fitting Load 1425 LOAD z Max Pipe Fitting Load 1425 Adj Weight does not exceed MAX Allowable Loads t Max Horizntal Brace Load 1310 Prepared by Bob Knight, CET III (NICET# 100164) SEISMIC BRACING CALCULATIONS Sheet 4 of 7 • Job Name: WALMART STORE 5935 Job#: 13-155-200 . Address: 7600 SW DARTMOUTH ST Contractor: FIRESTOP COMPANY E TIGARD,OR 97223 Address: 3203 65TH ST,SPACE 2 g VANCOUVER,WA 98663 Phone: 360-718-8604 I Sway Brace Structural Fitting Information: a Brace Information - Make: Model: Allowable Horz Load o 1,11 Maximum Spacing 30 feet AFCON 77 Per Table 9.3.5.10.3 a E Length of Brace 7-0 Rating: Adj per 9.3.5.10.3 Based on Angle(d) V E Bracing Material 1" Sch 40 2015 lbs 1425 Divide Rated Load by r _ Angle from Verticle 45-59 Sway Brace Pipe Fitting Information: 30-44 d/2.0 Least Rad.of Gyr. .421 Make: Model: 45-59 d/1.414 -• 5 L/R Value 200 AFCON E 60-89 d/ 1.155 Max Horizontal Load 1310 Rating: Adj per 9.3.5.10.3 90 d/ 1 > _ Force Factor(Fp) 0.5042 2015 lbs 1425 ''''°' i Fastener Information Assembly Detail Details Provided on Plan ' NFPA 13 Figure 9.3.5.9.1 ` 2 E Orientation Angle B I FASTENERs 17 Type Steel N/A 4 ��`` A = g Diameter 1/2 2 Length(embedment) N/A - Max Load(lbs)Steel 2050 FIGURE B ' 3 LOAD PERPENDICULAR = Max Load(lbs)Wood N/A FASTENER HORIZONTAL TO UNDERSIDE OF STRUCTURAL MEMBER Max Load(lbs)Concrete N/A Pipe Pipe Pipe WEIGHT(Lbs Ft) Wp Net Brace Brace Identification on Plans = Size Type Length ,.t NH,,,1,1,..o,,,. Factor Tot.Wgt. Tot.Wgt. D 4 Sch 10 30 11.78 0.5042 178.18 Orientation of Brace 2 Sch 10 264 4.22 0.5042 56t72 LATERAL -• - 1 Sch 40 130 2.05 0.5042 134.37 LATERAL BRACE INFO 6 N/A N/A 0 0 0.5042 0.00 Table 9.3.5.3.2(a orb) _ N/A N/A 0 0 0.5042 0.00 Size&Sch N/A N/A 0 0 0.5042 0.00 of Pipe Braced N/A N/A 0 0 0.5042 0.00 4 Sch 10 $_ N/A N/A 0 0 0.5042 0.00 Max Length of Brace • = N/A N/A 0 0 0.5042 0.00 30 E N/A N/A 0 0 0.5042 0.00 Max Allowable Load(lbs) N/A N/A 0 0 0.5042 0.00 Table a . N/A N/A 0 0 0.5042 0.00 Load 1071 - E. Max Load per Table 9.3.5.3.2 1071 Total Weight 874.27 TOTAL Max Fastener Load 2050 Adjusted Fpw x 1.15(lbs) 1005.41 .8, g HORIZONTAL Max Structural Fitting Load 1425 LOAD z Max Pipe Fitting Load 1425 tl Adj Weight does not exceed MAX Allowable Loads N Max Horizntal Brace Load 1310 a Prepared by Bob Knight, CET III (NICET# 100164) SEISMIC BRACING CALCULATIONS Sheet 5 of 7 • Job Name: WALMART STORE 5935 Job#: 13-155-200 . Address: 7600 SW DARTMOUTH ST Contractor: FIRESTOP COMPANY E TIGARD,OR 97223 Address: 3203 65TH ST,SPACE 2 . VANCOUVER,WA 98663 Phone: 360-718-8604 Sway Brace Structural Fitting Information: Brace Information 2 a Make: Model: Allowable Horz Load _ Maximum Spacing 20 feet AFCON 77 Per Table 9.3.5.10.3 E Length of Brace 7-0 Rating: Adj per 9.3,5.10.3 Based on Angle (d) 0 2 Bracing Material 1" Sch 40 2015 lbs 1425 Divide Rated Load by Angle from Verticle 45-59 Sway Brace Pipe Fitting Information: 30-44 d/2.0 = Least Rad.of Gyr. .421 Make: Model: 45-59 d/ 1.414 - - L/RValue 200 AFCON E 60-89d/1.155 Max Horizontal Load 1310 Rating: Adj per 9.3.5.10.3 90 d/ 1 = _ Force Factor(Fp) 0.5042 2015 lbs 1425 Fastener Information Assembly Detail Details Provided on Plan NFPA 13 Figure 9.3.5.9.1 m I EOrientation ngeliiN/A2. -a Diameter 1/2 si _ Length(embedment) N/A - r. Max Load(lbs)Steel 2050 FIGURE 8 E LOAD PERPENDICULAR m E Max Load(lbs)Wood N/A FASTENER HORIZONTAL TO UNDERSIDE ; 1, OF STRUCTURAL MEMBER Max Load(lbs)Concrete N/A 2 - Pipe Pipe Pipe WEIGHT(Lbs/FG Wp Net Brace Brace Identification on Plans = Size Type Length s„,IFI,I:,al..S,.,. Factor Tot.Wgt. Tot.Wgt. E 3 4 Sch 10 20 11.78 0.5042 118.79 Orientation of Brace t IL 3 Sch 10 101 7.94 0.5042 404.34 LATERAL 1 1/2 Sch 10 62 3.04 0.5042 95.03 LATERAL BRACE INFO E 1 Sch 40 91 2.05 0.5042 94.06 Table 9.3.5.3.2(a orb) 2 - N/A N/A 0 0 0.5042 0.00 Size&Sch N/A N/A 0 0 0.5042 0.00 of Pipe Braced N/A N/A 0 0 0.5042 0.00 4 Sch 10 N/A N/A 0 0 0.5042 0.00 Max Length of Brace g, = 5. N/A N/A 0 0 0.5042 0.00 20 E N/A N/A 0 0 0.5042 0.00 Max Allowable Load(lbs) 5 N/A N/A 0 0 0.5042 0.00 Table a . N/A N/A 0 0 0.5042 0.00 Load 1634 Max Load per Table 9.3.5.3.2 1634 Total Weight 712.22 TOTAL Max Fastener Load 2050 Adjusted Fpw x 1.15(lbs) 819.055HORIZONTAL Max Structural Fitting Load 1425 LOAD Max Pipe Fitting Load 1425 Adj Weight does not exceed MAX Allowable Loads N Max Horizntal Brace Load 1310 Prepared by Bob Knight, CET III (NICET# 100164) SEISMIC BRACING CALCULATIONS Sheet 6 of 7 • Job Name: WALMART STORE 5935 Job#: 13-155-200 . Address: 7600 SW DARTMOUTH ST Contractor: FIRESTOP COMPANY E TIGARD,OR 97223 Address: 3203 65TH ST,SPACE 2 L VANCOUVER,WA 98663 Phone: 360-718-8604 cn Sway Brace Structural Fitting Information: Brace Informations Make: Model: Allowable Horz Load - Maximum Spacing 80 feet AFCON 77 Per Table 9.3.5.10.3 E E Length of Brace 7-0 Rating: Adj per 9.3.5.10.3 Based on Angle (d) '1. Bracing Material 1" Sch 40 2015 lbs 1425 Divide Rated Load by = Angle from Verticle 45-59 Sway Brace Pipe Fitting Information: 30-44 d/2.0 Least Rad.of Gyr. .421 Make: Model: 45-59 d/1.414 - - L/R Value 200 AFCON 410 60-89 d/1.155 Max Horizontal Load 1310 Rating: Adj per 9.3.5.10.3 90 d/1 > _ Force Factor(Fp) 0.5042 2015 lbs 1425 _ Fastener Information Assembly Detail Details Provided on Plan m NFPA 13 Figure 9.3.5.9.1 An le H W - ---......BRACE. t FASTENER s E O;tatb0n 9 ----- ..BRACE. 9 Steel N/A g - Diameter 1/2 a • e? Length(embedment) N/A Max Load(lbs)Steel 1830 FIGURE H 3 ,� LOAD PARALLEL _ Max Load(lbs)Wood N/A FASTENER INTO FACE OF STRUCTURAL MEMBER Max Load(lbs)Concrete N/A v Pipe Pipe Pipe WEIGHT(Lbsi Ft) Wp Net Brace Brace Identification on Plans = Size Type Length ..,,,,.,,,,�,,.,,,., Factor Tot.Wgt. Tot.Wgt. F 6 Sch 10 80 23.03 0.5042 928.94 Orientation of Brace N/A N/A 0 0 0.5042 0.00 LONGITUDINAL N/A N/A 0 0 0.5042 0.00 LATERAL BRACE INFO E N/A N/A 0 0 0.5042 0.00 Table 9.3.5.3.2(a orb) N/A N/A 0 0 0.5042 0.00 Size&Sch N/A N/A 0 0 0.5042 0.00 of Pipe Braced Sk N/A N/A 0 0 0.5042 0.00 6 & > Sch 10 - N/A N/A 0 0 0.5042 0.00 Max Length of Brace L = N/A N/A 0 0 0.5042 0.00 N/A E N/A N/A 0 0 0.5042 0.00 Max Allowable Load(lbs) N/A N/A 0 0 0.5042 0.00 Table N/A _ . N/A N/A 0 0 0.5042 0.00 Load N/A - - Max Load per Table 9.3.5.3.2 N/A Total Weight 928.94 TOTAL Max Fastener Load 1830 Adjusted Fpw x 1.15(lbs) 1068.28 ... g HORIZONTAL _ - Max Structural Fitting Load 1425 LOAD z Max Pipe Fitting Load 1425 Adj Weight does not exceed MAX Allowable Loads = Max Horizntal Brace Load 1310 Prepared by Bob Knight, CET III (NICET# 100164) Job Name: WALMART STORE 5935 Job#: 13-155-200 . Address: 7600 SW DARTMOUTH ST Contractor: FIRESTOP COMPANY TIGARD,OR 97223 Address: 3203 65TH ST,SPACE 2 VANCOUVER,WA 98663 Phone: 360-718-8604 Der the available structural drawing information from sheet SO for this project, the following data ias been used to obtain the "Short Period Response Factor" for NFPA 13 Table 9.3.5.6.2: Occupancy Category = II Importance Factor: I = 1.0 Site Class = D SDS.= 0.706 SD1 = 0.394 Design Category = D The Following information has been obtained using the "U.S. Seismic "Design Maps" Web Application"." :,onterminous 48 States Table 9.3.5.6.2 Seismic Coefficent Table 2005 ASCE 7 Standard Ss Cp Zip Code = 97223 0.33 or less 0.35 Spectral Response Accelerations Ss and S1 0.40 0.38 To interpolate between Cp values Ss and S1 = Mapped Spectral Acceleration Values 0.50 0.40 the following equation can be used: Data are based on a 0.05 deg grid spacing 0.60 0.42 Cp-high - Cp-iow Period Centroid Sa 0.70 0.42 cp=Cp low+ (Ss-Ss-low) (sec) (g) 0.75 0.42 Ss high- S3 law 0.2 0.944 (Ss) 0.80 0.44 The Cp value for this project is: 1.0 0.340 (S1) 0.90 0.48 Cp = 0.5042 Period Maximum Sa 0.95 0.50 (sec) (g) 1.00 0.51 Cp-low = 0.5 0.2 0.971 (Ss) 1.10 0.54 Cp-high = 0.51 - 1.0 0.347 (S1) 1.20 0.57 Ss = 0.971 Period Minimum Sa 1.25 0.58 Ss-low = 0.95 (sec) (g) 1.30 0.61 Ss-high = 1 0.2 0.907 (Ss) 1.40 0.65 1.0 0.334 (S1) 1.50 0.70 Cp = Seismic coefficient Value 1.60 0.75 Cp-low = next lower from table :,onterminous 48 States 1.70 0.79 Cp-high = next higher from table 2005 ASCE 7 Standard 1.75 0.82 Ss = Spectral Response Zip Code = 97223 1.80 0.84 Ss-low = next lower from table Spectral Response Accelerations SDs and SD1 1.90 0.89 Ss-high = next higher from table SDs = 2/3 x SMs and SD1 = 2/3 x SM1 2.00 0.93 Site Class D 2.10 0.98 Period Centroid Sa 2.20 1.03 (sec) (g) 2.30 1.07 0.2 0.706 (SDs) 2.40 1.12 1.0 0.390 (SD1) 2.50 1.17 Period Maximum Sa 2.60 1.21 - (sec) (g) 2.70 1.26 0.2 0.720 (SDs) 2.80 1.31 1.0 0.394 (SD1) 2.90 1.35 Period Minimum Sa 3.00 1.40 (sec) (g) 0.2 0.688 (SDs) 1.0 0.386 (SD1) :ootnote: Seismic design values outputted by this application are from the 2009/2006/2003/2000 International Building Code,the 2005/2002/1998 ASCE-7 Standard, Ind the 2003/2000/1997 NEHRP Recommended Provisions. • P5,02.‘0/� • (00/3 _ 7�cv55v `Jat��7� eh WE SUPPORT AND ENCOURAGE NICE CERTIFICATION AUGUST 2013 IRESTOP RECEIVED UTOMATIC FIRE PROTECTION 7,-` O r 1 2 2313 CITY OF TIGARD } ., BUILDING DIVISION 3203 NE 65th Street, Space 2 Vancouver, WA 98663 Phone: 360-718-8604 Fax: 360-718-8603 PRODUCT DATA FOR WALMART TIGARD STORE #5935 A) OVERHEAD PIPE D) SPRINKLERS Allied Pipe Sch 10&Sch 40 TYCO TY-B SR SSU SSP Allied Pipe Dyna-Flow TYCO TY-FRB SSU& SSP Bull Moose Sch 10&40 TYCO TY-B SR HSW VSW Bull Moose Sch 7 Eddie Flow TYCO TY-B Intermediate Level B) FITTINGS TYCO EC-25 • Viking VK580 16.8K Upright ANVIL Cast Iron Threaded Fittings TYCO DS-C Dry Concealed Star Cast Iron Threaded Fittings TYCO Escutcheons Tyler Flanged 90 Ell TYCO Sprinkler Guard Flanged Adapter TYCO Dry Sprinkler Boot Mech Tees TYCO Spare Sprinkler Cabinet TYCO Grooved Fittings TYCO Grooved Couplings Welded Outlets C) DEVICES Wilkins Model 350ADA Backflow Device Kennedy OS&Y Valve TYCO Butterfly Valve BFV-N TYCO Check Valve 590F ❑APPROVED TYCO Riser Mainifold 513 El APPROVED AS CORRECTEPottteerr OSYpSUTamper Switch FABRICATION/INSTALLATION MA JNDtlK I R@A PROVAL DOES NOT AUTHORIZE CHANGES TO THE CONTRACT SUM OR CONTRACT TIME. es an rain — j ❑REVISE AND RESUBMIT Wilkins Ball Valve ❑REJECTED Identification Signs FABRICATION AND/OR INSTALLATeNgAfignitrEiNDERTAKEN. IN RESUBMITTING,LIMIT CORRECTIONS TO ITEMS MARKED. o NO ACTION TAKEN AFCON Sway Bracing SUBMITTAL EITHER NOT REQUIRED FOR THIS ITEM OR PROVIDED FOR INFORMATION ONLY. CONTRACT REQUIREMENTS SHOULD BE FOLLOWED IN ALL CASES. REVIEW/APPROVAL NEITHER EXTENDS NOR ALTERS ANY CONTRACTUAL OBLIGATIONS OF THE ENGINEER OR CONTRACTOR. CHECKING OF SUBMITTALS IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN IN THE M CONTRACT DOCUMENTS. AND ACTION SHOWN IS SUBJECT TO THE GENERAL REQUIREMENTS OF THE PLANS AND SPECIFICATIONS.CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS,QUANTITIES,AND COORDINATION BETWEEN TRADES AND FOR COORDINATING APPROVED ITEMS AND ACCEPTED ALTERNATIVES. HENDERSON ENGINEERS,INC. DATED: 08/30/2013 BY: Eric Neill ,. DUCT E IRON MPACT Tyler/Union FLANGEDTTINGS,IL250 PSI.ORATNGa SAMPLE SPECIFICATIONS 3"-12" Compact Flanged Fittings shall be ductile co-011 iron and shall be produced in accordance with laying lengths specified in ANSI/AWWA C110/ A21.10. Flange surface shall be faced and drilled in accordance with ANSI Class 125 B16.1. Nomi- • BC nal body thickness shall be Manufacturer's Stan-dard, but shall not be less than those specified in ANSI/AWWA C153/A21.53 "Standards for Ductile Iron Compact Fittings". Flange thickness shall be in accordance with the Manufacturer's Standards. Working Pressure Rating shall be 250 PSI for water. Fittings shall be made in the United States of America and shall not have been refur- T F D ~I bished or re-worked by anyone other than the manufacturer. Standard Class 125 template for drilling shall be used for all flanges. Drilling templates shall be in OE multiples of four, so that fittings may be made to face in any quarter. Bolt holes shall straddle the center line and shall be equally spaced. Misalign- r ment of bolt holes of two opposing flanges shall not Joint Dimensions In Inches exceed 0.12 inches. Nominal Flange Flange Bolt Bolt Hole Number All coated fittings meet requirements of NSF-61. Pipe Size O.D. Thickness T Circle Diameter of Bolts Interiors shall be lined and seal coated in accor- 3 7.5 0.60 6.00 3/4 4 dance with ANSI/AWWA C104/A21.04 "Cement- 4 9.0 0.63 7.50 3/4 8 mortar Lining for Ductile Iron Pipe and Fittings for 6 11.0 0.63 9.50 7/8 8 Water" unless otherwise specified by the user. 8 13.5 0.70 11.75 7/8 8 Also available prime coated or bare. See list price 10 16.0 0.75 11 12 sheet for details. 12 19.0 0.81 177.00.00 1 12 A -1 1\ B • • • • Q •.�.&� . ••`� ` A 1 T R ` B T • i R i Flanged Compact 90° (1/4) Bend Flanged Compact 45° (1/8) Bend Dimensions In Inches Dimensions In Inches Size T A R Weight Size T B R Weight 3 0.34 5.50 4.00 23 4 0.35 4.00 4.81 28 4 0.35 6.50 4.50 32 6 0.37 5.00 7.25 41 6 0.37 8.00 6.00 56 8 0.39 5.50 8.44 69 e 8 0.39 9.00 7.00 78 10 0.41 6.50 10.88 98 10 0.41 11.00 9.00 125 12 0.43 7.50 13.25 139 12 0.43 12.00 10.00 178 Tyler Pipe/Utilities Division • P.O.Box 2027 •Tyler,Texas 75710 • (903)882-5511 28 Union Foundry Company • P.O. Box 309 • Anniston,Alabama 36202 • (256)236-7601 3-6-2000 IPS CARBON STEEL PIPE-FIRE PROTECTION PRODUCTS 10.04 VICTAULIC'IS AN ISO 9001 CERTIFIED COMPANY Style 744 FireLock® Flange Adapter P with Vic-Plus TM Gasket System Vit; ,�� y Gasket System PRODUCT DESCRIPTION Style 744 FireLock Flange adapter is designed for directly incorporating flanged components with ANSI CL. 125 or CL. 150 bolt hole patterns into a grooved pipe system. Sizes 2-8"(50 -200 mm)are hinged for easy handling with_integral end tabs which facilitate assembly. �' '......", orThe design incorporates small teeth inside the key shoulder I.D. to prevent rotation. r OM Because of the outside flange dimension, FireLock Flange adapters should not be used on FireLock fittings.When wafer or lug-type valves are used adjoining a Victaulic fitting, check disc dimensions to _ 41110 assure proper clearance. FireLock Flange adapters should not be used as anchor points for tie-rods across nonrestrained joints. Mating rubber faced flanges,valves, etc., require the use of a FireLock Flange washer. 2-8"Sizes FireLock Flange adapters with Vic-Plus gaskets do not require lubrication. The gasket must always be assembled with the color coded lip on the pipe and the other lip facing the mating flange. i'Y-= Style 744 FireLock Flange Adapters with the Vic-Plus TM Gasket System are designed and I ll 7G recommended for use ONLY on fire protection systems. �, Vic-Plus Gasket System: Victaulice now offers a gasket system which requires no field lubrication on wet pipe systems.The Vic- A Plus'"" System (patented) is dry,clean, and non-toxic. It reduces assembly time substantially and 1 44 ` eliminates the mess and chance of over-lubrication. Please refer to the latest copy of the Victaulic Field Installation Handbook(1-100)for supplemental lubrication requirements. t I See Victaulic (Exaggerated for clarity) publication 10.01 for details. DIMENSIONS Style 744 Sealing Sizes 2-8"(50-200 mm) Surface Dimensions Pi ANSI Class 125 and 150 Flange pe Size Max. Max. Inches/mm inches/millimeters Aprx Actual Work End Wgt. Nominal Outside Press.' Load" No. Bolt Each ~�Z Diameter Diameter PSI Lbs. Bolts t Size f "A" "B" Lbs. Inimm InJmm kPa N Req'd. Inches Max. Min. W X Y Z kg ������ 2.375 175 775 2.38 3.41 6.75 6.52 121 0.75 2.7 4 /a X 2'/n 60.3 1200 3450 60 87 172 152 121 19 1,2 �� r Y W 2652108/2 2.875 175 1135 2.88 3.91 7.88 7.00 5.50 02828 4.2 I�lJa 3 0 1200 5050 4 `/2 X 3 3 99 200 78 40 22 3 3.500 175 1685 3.50 4.53 8.44 7.50 6.00 0.94 4.8 �QO�O 80 88.9 1200 7500 4 /,X 3 89 115 214 191 152 24 2,2 4 4.500 175 2780 4.50 5.53 9.94 9.00 7.50 0.94 7.1 100 114,3 1200 11045 8 1,X 3 114 141 252 229 191 24 3,2 Note:Gray area of mating face must 5 5.563 175 4250 5.56 6.71 11.00 10.00 8.50 1.00 8.3 be free from gouges,undulations or 125 141,3 1200 18920 8 j/4 X 3/z 141 171 279 254 216 25 3,8 deformities of any type for effective - - sealing. 6# 6.625 175 60306.63 7.78 12.00 11.00 9.50 1.00 9.3 150 168.3 1200 26840 $ /4 X 3'/2 168 198 305 279 241 25 4,2 8# 8.625 175 10219a 8.63 9.94 14.63 13.50 11.75 1.13 13.9 200 219,1 1200 45475 B /n X 3/' 219 252 372 343 298 29 6,3 'Refer to notes below. tTotal bolts required to be supplied by installer Bolt sizes for conventional flange-to-flange connection.Larger bolts are required when Vic-Flange adapter is utilized with wafer-type valves #Not available with Vic-Plus gasket system.Lubrication is required. NOTES 'Working Pressure and End Load are total,from all internal and external loads,based on standard weight steel pipe,standard roll or cut grooved in accordance with Victaulic specifications.Contact Victaulic for performance on other pipe. WARNING:FOR ONE TIME FIELD TEST ONLY,the Maximum Joint Working Pressure may be increased to 1 Y2 times the figures shown. Style 744 Firelock Flange adapters provide rigid joints when used on pipe with standard roll or cut groove dimensions and consequently allow no linear or angular movement 1 • at the joint, WARNING:Depressurize and drain the piping system before attempting to install,remove,or adjust any Victaulic,piping products. - ®REGISTERED TRADEMARK OF VICTAULIC-(Cr COPYRIGHT 2004 VICTAULIC-PRINTED IN U.S.A. 1477 REV I) Victaulic Company of America•Phone:1-800-PICK-VIC(1-800-742-5842)•Fax:610-250-8817•e-mail:pickvic@victaulic.com Victaulic Company of Canada•Phone.905-884-7444•Fax:905-884-9774•e-mail:viccanada@victaulic.com Victaulic Europe•Phone:32-9-381-1500•Fax:32-9-380-4438•e-mail:viceuro@victaulic.be Victaulic America Latina•Phone:610-559-3300•Fax:610-559-3608•e-mail'teal@victaulic.com ^ta u'i C® Victaulic Asia Pacific•Phone:65-6235-3035•Fax:65-6235-0535•e-mail:vicap@victaulic.com 10.04 VIC-FLANGE ADAPTER NOTES 1 The Style 744 (2-8"/50-200 mm)design incorporates small teeth inside the key shoulder I.D. to prevent rotation. 2 FireLock Flange adapter should not be used on FireLock fittings.When wafer or lug-type valves are • used adjoining a Victaulic fitting,check disc dimensions to assure proper clearance. • • 3 FireLock Flange adapters should not be used as anchor points for tie-rods across nonrestrained joints. Mating rubber faced flanges,valves,etc.require the use of a FireLock Flange washer. . 4 Area A-B noted in the above drawing must be free from gouges,undulations or deformities of any type • for effective sealing. 5 FireLock Flange adapter gaskets must always be assembled with the color coded lip on the pipe and the other lip facing the mating flange. 6 Flange Washers:FireLock Flange adapters require a smooth hard surface at the mating flange face for effective sealing. Some applications for which the Vic-Flange adapter is otherwise well suited do not provide an adequate mating surface.In such cases,it is recommended that a metal Flange Washer be inserted between the FireLock Flange adapter and the mating flange to provide the necessary sealing surface. Typical applications where a Flange Washer should be used are: A When mating to a serrated flange:a standard flat flange gasket should be used adjacent to the serrated flange and then the Flange Washer is inserted between the Fire Lock Flange adapter and the flange gasket. B When mating to a wafer valve:where typical valves are rubber lined and partially rubber faced(smooth or not),the Flange Washer is placed between the valve and the FireLock Flange adapter. • e When mating a rubber faced flange:the Flange Washer is placed between the FireLock Flange adapters and the rubber faced flange. D When mating AWWA cast flanges to IPS flanges: the Flange Washer is placed between two FireLock Flanges. The hinge points must be oriented approximately 90°to each other. If one flange is not a FireLock Flange adapter(e.g. flanged valve),then a standard flat flange gasket must be placed adjacent to that flange and the Flange Washer inserted between the flange gasket and the FireLock Flange adapter. E When mating to components(valves,strainers,etc.)where the component flange face has an insert: follow the same arrangement as in Application 1. F When mating to a Series 705-W Butterfly valve, Style 744 may only be used on one side of the connection. When ordering Flange Washers,always specify product style(Style 744)and size to assure proper Flange Washer is.supplied. MATERIAL SPECIFICATIONS Flange Housing: Ductile iron conforming to ASTM A-536,grade 65-45-12. Ductile iron conforming to ASTM A-395,grade 65-45-15, is available upon special request. Coating: Black enamel • Optional: Hot dipped galvanized Bolts/Nuts:Supplied by installer Gasket: • Grade"E"EPDM-Type A Vic-Plus Gasket System A (Violet color code). FireLock products have been Listed by Underwriters Laboratories Inc. and Ap- proved by Factory Mutual Research for wet and dry(oil free air)sprinkler services up to the rated work- ing pressure using the Grade"E"Type A Vic-Plus Gasket System,requiring no field lubrication for most installation conditions. 4 Standard gasket approved for dry pipe systems to-40°F(-40'C).Based on"typical"pipe surface conditions,supplemental lubricant is recommended for services installed below 0'F(-18-C)and for all dry pipe systems or systems to be subjected to air tests prior to being filled with water.Supplemental lubrication may also be squired on pipe with raised or undercut weld seams or pipe that has voids and/or cracks at the weld seams. This product shall be manufactured by Victaulic Company.All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications,designs and standard equipment without notice and without incurring obligations 2 Style 744 FireLock'' Flange Adapter CO Worldwide Contacts www.tyco-fire.com GRINNELL G-FIRE Figure 522 Sprinkler Outlets General standards of any other authorities hav- ing jurisdiction.Failure to do so may re- Description suit in serious personal injury or impair the performance of these devices. The GRINNELL G-FIRE Figure 522 Sprinkler Outlet is an economical alter- The owner is responsible for maintain- native to welded pipe outlets on steel ing their mechanical system and devic- 1 � ` ., pipe. The Figure 522 Sprinkler Outlet es in proper operating condition. The may be used with full lengths of pipe installing contractor or device manu- and eliminates threading and welding, facturer should be contacted with any . "' decreasing waste and installation time. questions. The Figure 522 Sprinkler Outlet may be used in wet pipe,dry pipe,and deluge Technical systems. The 1/2 inch and 3/4 inch nominal out- Data let sizes are intended for use in fire Approvals protection systems leading to a direct UL, FM, ULC,VdS,and LPCB 41) OD . . connection to a sprinkler only. The 1 inch nominal outlet size is intended for Maximum Working Pressure 14j> VdS use in fire protection systems leading 300 psi(20,7 Bar) to a direct connection to a sprinkler or For Fire Protection pressure rating,listing a connection to systempiping. These Sizes and y approval information,contact fittings should be used for hydraulically • Run Sizes Tyco Fire Suppression&Building Products. calculated systems only. 1", 1-1/4", 1-1/2",2",2-1/2",76,1 mm (DN25, DN32, DN40,DN50, DN65) Gasket NOTICE • Outlet Sizes Grade"E" EPDM, Green color code Never remove any piping component NPT or ISO 7-1 Pipe Threaded -30°F to 230°F(-34°C to 110°C) nor correct or modify any piping de- 3/8",1/2",3/4", 1" See Data Sheet TFP1865 for addi- ficiencies without first de-pressurizing (DN10,DN15, DN20, DN25) tional gasket information. and draining the system. Failure to do Housing Materials so may result in serious personal injury, Friction Loss Ductile Iron conforming to property damage,and/or impaired de- Equivalent length of 1 Inch Schedule 40 vice performance. ASTM A 536,Grade 65-45-12 pipe is 15 ft(4,6 m). It is the designer's responsibility to se- Finish Hazen Williams coefficient= 120 lect products suitable for the intend- • Zinc electroplate conforming to ed service and to ensure that pressure ASTM B 633 Type III ratings and performance data are not • Red(RAL3000)painted finish for exceeded. Material and gasket selec- ISO Thread only tion should be verified to be compat- ible for the specific application.Always • Orange painted finish for read and understand the installation NPT Thread only instructions. Bolts The GRINNELL G-FIRE Figure 522 Conforming to DIN 933, Sprinkler Outlet described herein must M8 x 30 mm Class 8.8 be installed and maintained in compli- ance with this document, as well as Nuts with the applicable standards of the Flange nuts conforming to DIN 934, Approval agency, in addition to the Class 8 i Page 1 of 4 MARCH 2013 TFP1865 TFP1865 Page 2 of 4 • -- C - ` B icl_._;1 DL -Nl Ir •E n • Nominal Pipe Size Outlet Size Max.* Nominal Dimensions Approx. Nominal NPT or Outlet Inches(mm) Weight Run Size O'D' ISO 7-1 End Load Lbs. ANSI Inches I mm� Pipe Threads Lbs.(kN) A B C D E (kg) (DN) 1/2 165.9 1.00 3.40 1.94 0.56 1.00 0.9 (0,738) (25,4) (86,4) (49,3) (14,3) (25,4) (0,4) 1 1.315 3/4 259.9 1.64 3.40 1.94 1.14 1.00 1.1 (DN25) (33,7) (1,156) (41,7) (86,4) (49,3) (29,0) (25,4) (0,5) 1 259.9 1.83 3.40 2.25 1.26 1.00 1.1 (1,156) (46,5) (86,4) (57,2) (32,0) (25,4) (0,5) 3/8 165.9 1.22 3.78 2.25 0.91 1.06 0.9 (0,738) (31,0) (96,0) (57,2) (23,1) (26,9) (0,4) 165.9 1.22 3.78 2.25 0.78 1.06 0.9 1-1/4 1.660 1/2 (0,738) (31,0) (96,0) (57,2) (19,8) (26,9) (0,4) (DN32) (42,4) 3/4 259.9 1.83 3.78 2.25 1.33 1.06 1.1 (1,156) (46,5) (96,0) (57,2) (33,8) (26,9) (0,5) 1 406.9 2.00 3.78 2.25 1.44 1.06 1.3 r (1,81) (50,8) (96,0) (57,2) (36,6) (26,9) (0,6) 1/2 165.9 1.32 4.00 2.25 0.88 1.25 1.1 (0,738) (33,5) , (101,6) (57,2) (22,4) (31,8) (0,5) 1-1/2 1.900 3/4 259.9 1.93 4.00 2.25 1.43 1.25 3.1 (DN40) (48,3) (1,156) (49,0) (101,6) (57,2) (36,3) (31,8) (0,5) 1 406.9 2.11 4.00 2.25 1.55 1.25 1.3 (1,81) (53,6) (101,6) (57,2) (39,4) (31,8) (0,6) 1/2 165.9 1.56 4.46 2.25 1.12 1.50 1.3 (0,738) (39,6) (113,3) (57,2) (28,4) (38,1) (0,6) 2 2.375 3/4 259.9 2.17 4.46 2.25 1.67 1.50 1.5 (DN50) (60,3) (1,156) (55,1) (113,3) (57,2) (42,4) (38,1) (0,7) 1 406.9 2.35 4.46 2.50 1.79 1.50 1.5 (1,81) (60,0) (113,3) (63,5) (45,5) (38,1) (0,7) 1/2 165.9 2.00 5.12 2.25 1.56 1.69 1.5 (0,738) (50,8) (130,0) (57,2) (39,6) (42,9) (0,7) 2-1/2 2.875 3/4 259.9 2.50 5.12 2.25 2.00 1.69 1.8 (DN65) (73,0) (1,156) (63,5) (130,0) (57,2) (50,8) (42,9) (0,8) 1 406.9 2.70 5.12 2.50 2.14 1.69 1.8 (1,81) (68,6) (130,0) (63,5) (54,4) (42,9) (0,8) 1/2 165.9 2.00 5.12 2.25 1.56 1.82 1.5 (0,738) (50,8) (130,0) (57,2) (39,6) (46,2) (0,7) 76.1 mm 3.000 3/4 259.9 2.50 5.12 2.25 2.00 1.82 1.8 (DN65) (76,1) (1,156) (63,5) (130,0) (57,2) (50,8) (46,2) (0,8) 1 406.9 2.75 5.12 2.50 2.19 1.82 1.8 (1,81) (69,9) (130,0) (63,5) (55,6) (46,2) (0,8) t Maximum pressure and end load are total from all loads based on standard weight steel pipe. Pressure ratings and end loads may differ on other pipe materials and/or wall thickness. Always confirm compatibility by contacting TYCO Fire Protection Products for details. FIGURE 1 FIGURE 522 SPRINKLER OUTLET NOMINAL DIMENSIONS TFP1865 Page 3 of 4 $(@ 1 Hole Diameter* �- -` Nominal Run Size Nominal Branch Size ANSI Inches Inches Tolerance+ (DN) ANSI Inches(DN) mm Inches ( ) (mm) 1/2(DN15) -_ (DN25) 3/4(DN20) 1 (DN25) 3/8(DN10) %' _ 1-1/4 1/2(DN15) (DN32) 3/4(DN20) 0.94 (24,0) 1 (DN25) mr • - ., • NOWA S1. ' '''''''Iritt-tf-^•*.Q4 isits41/2(DN15) 0.02 1-1/2 3/4(DN20) (0,5) (DN40) 1 (DN25) . ',$° 1/2(DN15) �'1 1�� r° 2 3/4(DN20) ° ',i7� 1 (DN50) * -11 ( 1 (DN25) 1.38(34,9) ti - 1/2(DN15) k•[,..10:77 - 76.1 mm 0.94(24,0) /� ( ) 3/4(DN20) e ) 1;1;4DN65 // 3 -o, 1 (DN25) 1.38(34,9) 3 =t ��p �1 7 *Proper hole preparation is required for effective sealing and performance.Check it the pipe seal surface within 5/8 inches(15.88 mm)of the hole to be certain it is free from conditions that would affect proper gasket sealing.Remove any sharp or rough edges from the hole or upper housing contact area that might affect as- sembly,proper seating of the locating collar,or flow from the outlet.Check gasket grade to be certain it is suitable for the service.The use of threaded products /` other than steel pipe,such as dry pendants,etc.may not be compatible with the air , ,„",Al. *' female threaded outlet on the Mechanical Tee.Always confirm compatibility by Pi.;,,.:,„,,-:,..;..i,..iyilpatcontacting GRINNELL Products. TABLE A FIGURE 522 SPRINKLER OUTLET PIPE HOLE FABRICATION DIMENSIONS •` l �ft Installation Step 3.With one nut and bolt removed and the other nut threaded out flush The GRINNELL G-FIRE Figure 522 with the end of the screw, swing the Sprinkler Outlets are to be installed in housing over the hole in the pipe. Step 4 OUTLET accordance with this section. Step 4.Verify that the housing outlet GASKET Step 1.Select hole size from Table A. locating collar is positioned in the hole. LOCATING = The hole must be drilled on the pipe Insert the other bolt into the housing COLLAR '% HOUSING center-line. Remove any sharp or rough and rotate the nuts clockwise until fin- edges from the hole or upper housing ger tight.Verify that the bolt heads are Ai— contact area.The gasket-seating sur- fully seated in the housing. PIPE face on the pipe should be examined PIPE HOLE to verify all loose debris, dirt, chips, Step 5.Alternate when tightening nuts (TABLE A) ~ paint and anyother foreign material until properly torqued to between 15- 9 such as grease are removed. 20 ft.-lbs. (20-27 Nm)with even gaps between the bolt pads. Uneven tight- Verify that the gasket grade is correct ening can cause the gasket to pinch Step 5 4,';c for the application intended. Refer to or bind.Over torquing can damage the "^ Technical Data Sheet TFP1895 for ad- product or thin wall pipe and will not ditional gasket information. increase sealing efficiency. Step 2.Check for proper gasket posi- tioning in the housing. The alignment tabs on the gasket should fit into the ` -- • recesses of the housing.Check sealing surface for cuts or imperfections that would affect sealing. For Wet Based applications, no lubricant is required. When used for Dry Pipe and Freezer applications, use a petroleum-free sili- ""*. con based lubricant. TFP1865 Page 4 of 4 • Ordering Procedure Grinnell Mechanical Products, valves, accessories and other products are available globally through a network of distribution centers. For the near- est distributor,visit www.grinnell.com. When placing an order,indicate the full product name. Figure 522 Sprinkler Outlet Specify the following: • Quantity • Run Size x Outlet Size • ISO 7/1 or NPT Outlet Threads • Finish GLOBAL HEADQUARTERS 11400 Pennbrook Parkway,Lansdale,PA 19446 I Telephone+1-215-362-0700 Copyright©2013 Tyco Fire Products,LP. All rights reserved. tI C0 , r cam"' IF/re Building Products Technical Services:Tel: (800)381-9312/Fax: (800)791-5500 www.tyco-fire.com Grinnell Grooved Fire Protection Products Figure 730 Mechanical Tees - Threaded/ Grooved General Protective Coatings: Limited •Non-lead orange paint Description •Fire brigade red(optional)non-lead paint Warranty ® •Hot dipped galvanized conforming to ASTM A-153 Products manufactured by Tyco Fire Products are 45 Bolt/Nuts: Track Head Bolts - conforming to warranted solely to the original Buyer for ten(10) Years against defects in material and workmanship ® ASTM A-183, Zinc Plated, (Min. Tensile = 110,000 psi/758,422 kPa) when paid for and properly installed and maintained Metric conforming to ASTM F568M under normal use and service. This warranty will Gasket: (specify when ordering) expire ten(10)years from date of shipment by Tyco • Grade"E"EPDM,green color code Fire Products. No warranty is given for products or (See Data Sheet TFP1895 for aid in selecting components manufactured by companies not PCB (\� ppi�+pp proper gasket) affiliated by ownership with Tyco Fire Productsorfor ids) products and components which have been subject I Ito misuse,improper installation,corrosion,orwhich Ordering have not been installed, maintained, modified or See Fire Protection Submittal Sheet for Pressure repaired in accordance with applicable Standards of Rating and Listing/Approval Information Procedure the National Fire Protection Association (NFPA), The Figure 730 Mechanical Tees may be used for When placing an order,indicate the full product and/orthestandards ofany otherAuthorities Having any tee connection where a threaded or grooved name.Please specifythe quantity,figure number, Jurisdiction.Materials found by Tyco Fire Products outlet is needed. They may be converted into a type of gasket,Grade"E"EPDM,and size. to be defective shall be either repaired or replaced,at cross when necessary. Grinnell Grooved Piping Products, valves, Tyco Fire Products'sole option.Tyco Fire Products WARNING accessories and other products are available neither assumes, nor authorizes any person to The Figure 730 Mechanical Tee described herein throughout the U.S.,Canada,and internationally, assume for it,any other obligation in connection with must be installed and maintained in compliance through a network of distribution centers. You the sale of products or parts of products.Tyco Fire with this document,as well as with the applicable may write directly or call 215-362-0700 for the Productsshall notbe responsibleforsprinklersystem standards of the National Fire Protection distributor nearest you. design errors or inaccurateorincompleteinformation Association, in addition to the standards of any supplied by Buyer or Buyer's representatives. otherauthorities having jurisdiction.Failure to do Care and IN NO EVENT SHALL TYCO FIRE PRODUCTS BE so may impair the performance of this device. LIABLE,IN CONTRACT,TORT,STRICT LIABILITY The owner is responsible for maintaining their Maintenance OR UNDER ANY OTHER LEGAL THEORY, FOR fire protection system and devices in proper INCIDENTAL, INDIRECT, SPECIAL OR operating condition. The installing contractor or The owner is responsible for the inspection, CONSEQUENTIAL DAMAGES,INCLUDING BUTNOT sprinklermanufacturershouldbecontactedwith testing,and maintenance of their fire protection LIMITED TO LABOR CHARGES,REGARDLESS OF any questions. system and devices in accordance with the WHETHERTYCOFIREPRODUCTSWASINFORMED applicable standards of the National Fire Protection ABOUT THE POSSIBILITY OF SUCH DAMAGES, Association (e.g., NFPA 25), in addition to the AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' Technical standards of any authority having jurisdiction. LIABILITY EXCEED AN AMOUNT EQUAL TO THE Data The installing contractor or product manufacturer SALES PRICE. should be contacted relative to any questions. THEFOREGOIIIGWARRANTYISMADE INLIEU OF Figure: 730 Any impairment must be immediately corrected. 1NYAlynAu OTHER WARRANTIES EXPREss 0/I Outlet:Threaded or Grooved It is recommended that automatic sprinkler IMPLIED. INCLUDING WARRANTIES OF Approvals: UL, FM, ULC, VdS, and LPCB; systems be inspected,tested,and maintained by MERCHANTABILITY AND FITNESS FOR A See Fire Protection Submittal Sheet for exact a qualified Inspection Service. PARTICULAR PURPOSE. Listing/Approval information. Housing: Ductile iron conforming to ASTM A-536,Grade 65-45-12 Page 1 of 4 September 2004 TFP1860 Page 2 of 4 TFP1860 Figure 730 Mechanical Outlet Tee and Cross (Threaded) B C B C '111 Illi poi 1111 A nor O � \.. A VIP TAKEOUT _ TAKEOUT 511 aivpm „." TAKEOUT A III 1111 Figure 730 Mechanical Outlet Tee Figure 730 Mechanical Outlet Cross (Threaded) (Threaded) Nom.Size Hole Dia.$ Nominal Dimensions Bolt Tee Cross Hole Max. A B C D E Net Wt. Net Wt. Run x Branch Inches Inches Inches Inches Inches Inches Inches Size" Lbs. Lbs. mm mm mm mm mm mm mm Dia.x Lg. Kg. Kg. 2"x'/z 3/a" 1" 1.50 1.63 2.62 4.88 3.07 2.12 1.59 3/8"x 21/4" 2.2 2.6 38.1 41.3 66.5 124.0 78.0 53.8 40.4 M10 x 57 1.0 1.2 2"x 11/4" 1.75 1.88 2.78 4.88 3.32 1.93 1.59 3/e"x 21/4" 2.5 3.3 44.5 47.6 70.6 124.0 84.3 49.0 40.4 M10 x 57 1.1 1.5 2"x 1112" 1.75 1.88 2.75 4.88 3.32 1.93 1.59 3/e"x 21/4" 2.5 3.7 44.5 47.6 69.9 124.0 84.3 49.0 40.4 M10 x 57 1.1 1.7 21/2"x 1/2",3/4", 1" 1.50 1.63 2.88 5.25 3.07 2.38 1.81 3/8"x 21/4" 2.7 3.1 38.1 41.3 73.2 133.4 78.0 60.5 46.0 M10 x 57 1.2 1.4 21/2"x 11/4" 2.00 2.13 3.00 5.25 3.56 2.19 1.81 3/a"x 21/4" 3.1 3.9 50.8 54.0 76.2 133.4 90.4 55.6 46.0 M10 x 57 1.4 1.8 21/2"x 11/2" 2.00 2.13 3.07 5.25 3.59 2.17 1.81 3/e"x 21/4" 3.3 4.3 50.8 54.0 78.0 133.4 91.2 55.1 46.0 M10 x 57 1.5 1.9 21/2"x 2" 2.00 2.13 3.19 5.25 4.00 2.44 1.81 3/a"x 21/4" 3.5 4.4 50.8 54.0 81.0 133.4 101.6 62.0 46.0 M10 x 57 1.6 2.0 76.1mm X 1/2',3/41" 1.50 1.63 2.94 5.62 3.07 2.44 1.87 M10 x 57 2.7 3.1 38.1 41.3 74.5 142.7 78.0 62.0 47.5 1.2 1.4 76.1 mm x 11/4" 2.00 2.13 3.06 5.62 3.56 2.25 1.87 M10 x 57 3.1 3.9 50.8 54.0 77.7 142.7 90.4 57.2 47.5 1.4 1.8 76.i mm x 11/2" 2.00 2.13 3.13 5.62 3.56 2.25 1.87 M10 x 57 3.3 5.1 50.8 54.0 79.5 142.7 90.4 57.2 47.5 1.5 2.3 76.1 mm x 2" 2.50 2.63 3.25 5.62 4.00 2.50 1.87 M10 x 57 4.1 5.9 63.5 66.7 82.6 142.7 101.6 63.5 47.5 1.9 2.7 1.50 1.63 3.19 6.13 3.07 2.56 2.21 1/2"x 3" 3.7 4.5 38.1 41.3 81.0 155.7 78.0 65.0 56.1 M12 x 76 1.7 2.0 3"x 11/4" 1.75' 1.88 3.34 6.13 3.32 2.50 2.21 1/2"x 3" 3.9 4.9 44.5 47.6 84.8 155.7 84.3 63.5 56.1 M12 x 76 1.8 2.2 3"x 11l2" 2.00 2.13 3.38 6.13 3.56 2.48 2.21 1/2"x 3" 4.2 5.5 50.8 54.0 85.9 155.7 90.4 63.0 56.1 M12 x 76 1.9 2.5 3"x 2" 2.50 2.63 3.50 6.13 4.09 2.75 2.21 1/2"x 3" 4.7 6.5 63.5 66.7 88.9 155.7 103.9 69.9 56.1 M12 x 76 2.1 2.9 4"x 1/23/4", 1" 1.50 1.63 3.69 7.13 3.07 3.06 2.78 1/2"x 3" 5.5 7.1 38.1 41.3 93.7 181.1 78.0 77.7 70.6 M12 x 76 2.5 3.2 4"x 11/4" 1.75' 1.88 3.92 7.13 3.32 3.00 2.78 1/2"x 3" 5.5 7.1 44.5 47.6 99.6 181.1 84.3 76.2 70.6 M12 x 76 2.5 3.2 4"x 11/2" 2.00 2.13 4.00 7.13 3.56 2.98 2.78 1/2"x 3" 5.5 7.1 50.8 54.0 101.6 181.1 90.4 75.7 70.6 M12 x 76 2.5 3.2 4"x 2" 2.50 2.63 4.00 7.13 4.06 3.25 2.78 1/2"x 3" 6.0 8.1 63.5 66.7 101.6 181.1 103.1 82.6 70.6 M12 x 76 2.7 3.7 4"x 21/2" 2.75 2.88 4.00 7.13 4.38 3.12 2.78 1/2"x 3" 6.0 8.1 69.9 73.0 101.6 181.1 111.3 79.2 70.6 M12 x 76 2.7 3.7 4"x 76.1 mm 2.75 2.88 4.00 7.13 4.38 3.12 2.78 M12 x 76 6.0 8.1 69.9 73.0 101.6 181.1 111.3 79.2 70.6 2.7 3.7 4"x 3" 3.50 3.63 4.13 7.13 5.13 3.31 2.78 1/2"x 3" 7.0 13.5 , 88.9 92.1 104.9 181.1 130.3 84.1 70.6 M12 x 76 3.2 6.1 t Proper hole preparation is required for effective sealing and performance. Check the pipe seal surface within s/a"of the hole to be certain it is free from conditions that would affect proper gasket sealing. Remove any sharp or rough edges from the hole or upper housing contact area,that might affect assembly.proper seating of the locating collar or flow from the outlet. Check gasket grade to be certain it is suitable for the service. For crosses,ensure double outlet holes are aligned on opposite sides of the pipe. The use of threaded products other than steel pipe,such as dry pendents,etc.may not be compatible with the female threaded outlet on the Mechanical Tee. Always confirm compatibility by contacting Tyco Fire Products. Gold color coded metric bolt sizes are available upon request. Note:Outlet threads conforming to ISO 7-1 are available,contact Tyco Fire Products for details. Page 3 of 4 TFP1860 Figure 730 Mechanical Outlet Tee and Cross (Threaded) • B C 8 C 1WI11 1111 1; vrilliell D A ,Mr p 11,4041it ATAKEOUT,Ala' �, TAKEOUT ,��� �• : fillil a vi :� ::f �` � E p ini\ ,m �._. TAKEOUT .a;s' A 1.1 III Figure 730 Mechanical Outlet Tee Figure 730 Mechanical Outlet Cross (Threaded) (Threaded) Nom.Size Hole Dia.$ Nominal Dimensions Bolt Tee Cross Hole Max. A B C D ESize'" Net Wt. Net Wt. Run x Branch Inches Inches Inches Inches Inches Inches Inches Dia.x Lg. Lbs. Lbs. mm mm mm mm mm mm mm Kg. Kg. 2.00 2.13 4.63 8.13 3.56 4.00 3.37 5/e"x 43/4" 6.5 7.7 5"x 11/2" 50.8 54.0 117.6 206.5 90.4 101.6 85.6 M16x 121 2.9 3.5 2.50 2.63 4.63 8.13 4.06 3.88 3.37 5/e"x 43/4" 7.1 8.1 5"x 2" 63.5 66.7 117.6 206.5 103.1 98.6 85.6 M16 x 121 3.2 3.7 2.75 2.88 4.75 8.13 4.38 3.88 3.37 5/8"x 43/4" 7.3 8.7 5"x 2'/2' 69.9 73.0 120.7 206.5 111.3 98.6 85.6 M16 x 121 3.3 3.9 2.75 2.88 4.75 8.13 4.38 3.88 3.37 M16 x 121 7.3 8.7 5"x 76.1 mm 69.9 73.0 120.7 206.5 111.3 98.6 85.6 3.3 3.9 3.50 3.63 5.00 8.13 5.13 4.06 3.37 5/6"x 43/4" 7.6 14.7 5"x 3" 88.9 92.1 127.0 206.5 130.3 103.1 85.6 M16 x 121 3.4 6.7 2.00 2.13 5.13 9.25 3.56 4.25 3.90 6.9 7.9 165.1 mm x 11/4" 50.8 54.0 130.3 235.0 90.4 108.0 99.1 M16 x 121 3.1 3.6 2.00 2.13 5.13 9.25 3.56 4.04 3.90 7.4 8.9 165.1 mm x 1'/2" 50.8 54.0 130.3 235.0 90.4 102.6 99.1 M16 x 121 3.4 4.0 2.50 2.63 5.13 9.25 4.06 4.31 3.90 M 16 x 121 7.5 8.9 165.1 mm x 2" 63.5 66.7 130.3 235.0 103.1 109.5 99.1 3.4 4.0 2.75 2.88 5.13 9.25 4.38 4.18 3.90 7.5 11.1 165.1 mm x 2'/2" 69.9 73.0 130.3 235.0 111.3 106.2 99.1 M16 x 121 3.4 5.0 2.75 2.88 5.13 9.25 4.38 4.18 3.90 M16 x 121 7.5 11.1 165.1 mm x 76.18,m 69.9 73.0 130.3 235.0 111.3 106.2 99.1 3.4 5.0 3.50 3.63 5.50 9.25 5.13 4.37 3.90 M i 6 x 121 9.5 14.1 165.1 mm x 3" 88.9 92.1 139.7 235.0 130.3 111.0 99.1 4.3 6.4 4.50 4.63 5.38 9.25 6.13 4.56 3.90 M 16 x 121 10.0 20.1 165.1 mm x 4" 114.3 117.5 136.7 235.0 155.7 115.8 99.1 4.5 9.1 2.00 2.13 5.13 9.25 3.56 4.25 3.90 5/5"x 43/4" 6.9 7.9 6"x 1'/4" 50.8 54.0 130.3 235.0 90.4 108.0 99.1 M16 x 121 3.1 3.6 2.00 2.13 5.13 9.25 3.56 4.04 3.90 5/e"x 43/4" 7.4 8.9 6"x 1'/z" 50.8 54.0 130.3 235.0 90.4 102.6 99.1 M16 x 121 3.4 4.0 2.50 2.63 5.13 9.25 4.06 4.31 3.90 5/8"x 43/4" 7.5 8.9 6"x 2" 63.5 66.7 130.3 235.0 103.1 109.5 99.1 M16 x 121 3.4 4.0 2.75 2.88 5.13 9.25 4.38 4.18 3.90 5/8"x 43/4" 7.5 11.1 6"x 2'/2" 69.9 73.0 130.3 235.0 111.3 106.2 99.1 M16 x 121 3.4 _ 5.0 2.75 2.88 5.13 9.25 4.38 4.18 3.90 M i 6 x 121 7.5 11.1 6"x 76.1 mm 69.9 73.0 130.3 235.0 111.3 106.2 99.1 3.4 5.0 3.50 3.63 5.50 9.25 5.13 4.37 3.90 5/s"x 43/4" 9.5 14.1 6"x 3" 88.9 92.1 139.7 235.0 130.3 111.0 99.1 M16 121 4.3 6.4 4.50 4.63 5.38 9.25 6.13 4.56 3.90 5/a"x 43/4" 10.0 20.1 6"x 4" 114.3 117.5 136.7 235.0 155.7 115.8 99.1 M16 121 4.5 9.1 2.75 2.88 6.25 12.50 4.38 5.12 4.90 3/4"x 43/4" 10.2 12.1 8 x 21/2" 69.9 73.0 158.8 317.5 111.3 130.0 124.5 M20 x 121 4.6 5.5 8"x 76.1 mm 2.75 2.88 6.25 12.50 4.38 5.12 4.90 M20 x 121 10.2 12.1 69.9 73.0 158.8 317.5 111.3 130.0 124.5 4.6 5.5 3.50 3.63 6.50 12.50 5.13 5.37 4.90 3/4"X 43/4" 12.5 15.1 8"x 3" 88.9 92.1 165.1 317.5 130.3 136.4 124.5 M20 x 121 5.7 6.8 ' 4.50 4.63 6.38 12.50 6.13 5.56 4.90 3/4"x 43/4" 12.5 21.1 8"x 4" 114.3 117.5 162.1 317.5 155.7 141.2 124.5 M20 x 121 5.7 9.6 # Proper hole preparation is required for effective sealing and performance. Check the pipe seal surface within"/""of the hole to be certain it is free from conditions that would affect proper gasket sealing. Remove any sharp or rough edges from the hole or upper housing contact area,that might affect assembly,proper seating of the locating collar or flow from the outlet. Check gasket grade to be certain it is suitable for the service. For crosses,ensure double outlet holes are aligned on opposite sides of the pipe. The use of threaded products other than steel pipe,such as dry pendents,etc.may not be compatible with the female threaded outlet on the Mechanical Tee.Always confirm compatibility by contacting Tyco Fire Products. Gold color coded metric bolt sizes are available upon request. Note:Outlet threads conforming to ISO 7-1 are available,contact Tyco Fire Products for details. Page 4 of 4 TFP1860 Figure 730 Mechanical Outlet Tee and Cross (Grooved) B C B C MEI �M In IN -- •01111 A lir A0.41)1...1141 A 11--iir- iiir ,i y, n, ,1: iso : �� MI ,, � 1. Figure 730 Mechanical Outlet Figure 730 Mechanical Outlet Grooved Tee Grooved Cross 1 Nominal Hole Dia.# Nominal Dimensions BoltTee Cross Nominal Hole Dia.$ Nominal Dimensions Bolt Tee Cross Size Hole Max. A B C E Size" Net Wt Net Wt. Size Hole Max. A B C E Size" Net Wt. Net Wt. Run x Inches Inches Inches Inches Inches Inches Dia. LgLbs. Lbs. Run x Inches Inches Inches Inches Inches Inches Dia. Lg. Lbs. Lbs. Branch mm mm mm mm mm mm Kg. Kg. Branch mm mm mm mm mm mm Kg. Kg. . . 1.75 1.88 2.78 4.88 3.32 1.59 3/4"x 21/4" 2.5 3.3 2.75 2.88 4.75 8.13 4.38 3.37 7.3 8.7 2"x1'/4' 44.5 47.6 70.6 124.0 84.3 40.4 M10x57 1.1 1.5 5"x76.1 m 699 73.0 120.7 206.5 111.3 85.6 M16x121 3.3 3.9 2 x 1'/z„ 1.75 1.88 2.62 4.88 3.32 1.59 3/e'x 21/4" 2.5 3.7 5'x 3" 3.50 3.63 5.00 8.13 5.13 3.37 5/8'X 4/4" 7.6 14.7 44.5 476 66.5 124.0 84.3 40.4 M10x57 1.1 1.7 88.9 92.1 127.0 206.5 130.3 85.6 M16x 121 3.4 6.7 2'/2'x11/4" 2.00 2.13 3.00 5.25 3.56 1.81 3/s"x 21/4" 3.1 3.9 165.1..x 1'/a' 2.00 2.13 5.13 9.25 3.56 3.90 M16 x 121 6.9 7.9 50.8 54.0 76.2 133.4 904 46.0 M10x57 1.4 1.8 50.8 54.0 130.3 235.0 904 99.1 3.1 3.6 2'/2"x 1'/2" 2.00 2.13 3.07 5.25 3.59 1.81 3/e'x 2'/4" 3.3 4.3 165.1 mm x11/2" 2.00 2.13 5.13 9.25 3.56 3.90 M16 x 121 7.4 8.9 50.8 54.0 78.0 133.4 91.2 46.0 M10x57 1.5 1.9 50.8 54.0 130.3 235.0 90.4 99.1 3.4 4.0 2.00 2.13 3.19 525 4.00 1.81 3/8"x 21/4" 3.5 4.4 2.50 2.63 5.13 9.25 4.06 3.90 7.5 8.9 2'/z"xT 50.8 54.0 81.0 133.4 101.6 46.0 M10x57 1.6 20 165.1..x2' 63.5 66.7 130.3 2350 1031 991 M16x121 3.4 4.0 2.00 2.13 3.06 5.62 3.56 1.87 3.1 3.9 2.75 2.88 5.13 925 4.38 3.90 7.5 11.1 76.tmmx 1'/<" 50.8 54.0 77.7 1427 904 475 M10x57 1.4 1.8 165.1mmx2'/z' 699 73.0 130.3 235.0 111.3 991 M16x121 3.4 5.0 76.1 mm x1'/z" 2.00 2.13 3.13 5.62 3.56 1.87 M10x57 3.3 5.1 165.tmmx76.tmm 2.75 2.88 5.13 925 4.38 3.90 M16x121 7.5 11.1 50.8 .54.0 795 1427 90.4 475 1.5 23 699 73.0 130.3 235.0 111.3 99.1 34 50 2.50 2.63 325 5.62 4.00 1.87 4.1 5.9 3.50 3.63 5.50 9.25 5.13 3.90 9.5 14.1 76.1..x2" 63.5 66.7 826 1427 101.6 475 M10x57 1.9 27 165.1nmx3" 88.9 921 139.7 2350 130.3 99.1 M16x121 4.3 6.4 3°x11/4" 1.75* 1.88 3.34 6.13 3.32 2.21 1/2"x 3" 3.9 4.9 165.1..x 4' 4.50 4.63 5.38 9.25 6.13 3.90 M16 x 121 10.0 20.1 44.5 476 84.8 155.7 84.3 56.1 M12x76 1.8 22 114.3 1175 136.7 235.0 155.7 99.1 4.5 91 3'x 1'/z' 2.00 2.13 3.38 6.13 3.56 2.21 1/2"x 3" 4.2 5.5 6'x 1'/a 2.00 2.13 5.13 9.25 3.56 3.90 5/4'x 43/4" 6.9 7.9 50.8 54.0 85.9 1557 90.4 56.1 M12x76 1.9 25 50.8 54.0 130.3 235.0 90.4 99.1 M16x 121 3.1 3.6 2.50 2.63 3.50 6.13 4.09 2.21 1/2"x 3" 4.7 6.5 2.00 2.13 5.13 9.25 3.56 3.90 5/8"x 4/4" 7.4 8.9 ' 3"x2" 6'x1/2" 63.5 66.7 88.9 155.7 103.9 56.1 M12 x 76 21 29 508 540 130.3 2350 904 99.1 M16 x 121 3.4 4.0 4"x 11/4" 1.75* 1.88 3.92 7.13 3.32 2.78 '/2"x 3" 5.5 7.1 6"x 2" 2.50 2.63 5.13 925 4.06 3.90 5/8"x 4/4" 7.5 8.9 44.5 476 99.6 181.1 84.3 70.6 M12x76 25 3.2 63.5 66.7 130.3 2350 103.1 99.1 M16x 121 3.4 4.0 4'x11/2" 2.00 2.13 4.00 7.13 3.56 2.78 '/2"x 3" 5.5 7.1 6"x 2'/z' 2.75 2.88 5.13 9.25 4.38 3.90 5/a'x 43/4' 7.5 11.1 50.8 54.0 101.6 181.1 90.4 70.6 M12x76 25 3.2 699 73.0 130.3 235.0 111.3 99.1 M16x 121 3.4 5.0 2.50 2.63 4.00 7.13 4.06 2.78 1/2'x 3' 6.0 8.1 2.75 2.88 5.13 9.25 4.38 3.90 7.5 11.1 4 x2 63.5 66.7 101.6 181.1 103.1 70.6 M12x76 27 3.7 6"x76.tmm 699 73.0 130.3 2350 111.3 99.1 M16x121 3.4 50 4"x 2'/2" 2.75 2.88 4.00 7.13 4.38 2.78 1/2'x 3" 6.0 8.1 6"x 3" 3.50 3.63 5.50 925 5.13 3.90 5/a'x 4/4' 9.5 14.1 69.9 73.0 101.6 181.1 111.3 70.6 M12x76 27 3.7 88.9 92.1 1397 2350 130.3 99.1 M16x121 4.3 6.4 4"x 76.1,4, 2.75 2.88 4.00 7.13 4.38 2.78 M12 x 76 6.0 8.1 6"x 4" 4.50 4.63 5.38 9.25 6.13 3.90 5/8"x 43/4' 10.0 20.1 69.9 73.0 101.6 181.1 111.3 70.6 2.7 3.7 114.3 1175 136.7 235.0 155.7 991 M16x 121 4.5 9.1 3.50 3.63 4.13 7.13 5.13 2.78 Y:'x 3" 7.0 13.52.75 2.88 625 12.50 4.38 4.90 3/4'x 43/4" 10.2 12.1 4"x 3" 88.9 921 104.9 181.1 130.3 70.6 M12x76 3.2 6.1 8 x 2'/2" 699 73.0 158.8 3175 111.3 124.5 M20x 121 4.6 5.5 5"x11/2" 2.00 2.13 4.63 8.13 3.56 3.37 5/s" 8"43/4" 6.5 7.7 g"x 76.1 mm 2.75 2.88 625 12.50 4.38 4.90 102 12.1 50.8 54.0 1176 206.5 90.4 85.6 M16x121 29 3.5 69.9 73.0 158.8 3175 111.3 124.5 M20x121 4.6 55 2.50 2.63 4.63 8.13 4.06 3.37 5/8"X 43/4" 7.1 8.1 3.50 3.63 6.50 12.50 5.13 4.90 314'x 43/4" 12.5 15.1 5"x 2" 63.5 66.7 1176 206.5 103.1 85.6 M16 x121 3.2 3.7 8 x 3° 88.9 921 1651 3175 130.3 124.5 M20x 121 57 6.8 5"x 2'/2" 2.75 2.88 4.75 8.13 4.38 3.37 5/e"x 43/4" 7.3 8.7 8"x 4" 4.50 4.63 6.38 12.50 6.13 4.90 3/4'x 43/4" 12.5 21.1 69.9 73.0 120.7 206.5 111.3 85.6 M16x 121 3.3 3.9 114.3 1175 1621 3175 1557 124.5 M20x 121 5.7 96 # Proper hole preparation is required for effective sealing and performance. Check the pipe seal surface within5/a of the hole to be certain it is free from conditions that would affect proper gasket sealing. Remove any sharp or rough edges from the hole or upper housing contact area,that might affect assembly,proper seating of the locating collar or flow from the outlet. Check gasket grade to be certain it is suitable for the service. For crosses,ensure double outlet holes are aligned on opposite sides of the pipe. The use of threaded products other than steel pipe,such as dry pendents,etc.may not be compatible with the female threaded outlet on the Mechanical Tee. Always confirm compatibility by contacting Tyco Fire Products. Gold color coded metric bolt sizes are available upon request. 1411111 _ General Notes:It is the Designer's responsibility to select products suitable for the intended service and to ensure ISO / that pressure ratings and performance data is not exceeded. Always read and understand the installation 9001 ` instructions(IH-1000). Never remove any piping component or correct or modify any piping deficiencies without ite, first depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. Certified Company TYCO FIRE PRODUCTS,451 North Cannon Avenue,Lansdale, Pennsylvania 19946 Printed U.S.A. WILKINS Model 350ADA a it rt v„company Double Check Detector Assembly • SPECIFICATION SUBMITTALSHEET Li 1.1 APPLICATION ' .` 1i Designed for installation on potable water lines connections in 1' _ 'i '1 i 4 " 1. fire sprinkler systems to protect against both backsiphonage and :,, S...4 i, � � �k backpressure of polluted water into the potable water supply. • • . • *" Model 350ADA shall provide protection where a potential health hazard does not exist. Incorporates metered by-pass to detect (with OS&Y gates) (with BGVIC valves) leaks and unauthorized water use. FEATURES STANDARDS COMPLIANCE(HORIZONTAL&VERTICAL) Sizes: ❑ 2 1/2" ❑ 3" ❑ 4" ❑ 6" ❑8" 010" • ASSE®Listed 1048 Maximum working water pressure 175 PSI • AWWA Compliant C510(with gates only) Maximum working water temperature 140°F • CSA®Certified(4"-8") Hydrostatic test pressure 350 PSI • UL®Classified End connections (Grooved for steel pipe) AWWA C606 • C-UL®Classified(excluding BGVIC) (Flanged) ANSI B16.1 • FM®Approved Class 125 • Approved by the Foundation for Cross Connection OPTIONS Control and Hydraulic Research at the University of (Suffixes can be combined) Southern California(excluding 10"BGVIC) ❑ - with flanged end OS&Y gate valves(standard) • NYC MEA 221-04M-2(2 1/2"-8") ❑ L - less shut-off valves(grooved body connections) ❑ LM - less water meter MATERIALS ❑ - with remote reading meter Main valve body Ductile Iron ASTM A 536 Grade 4 ❑ - with gpm meter(standard) Access covers Ductile Iron ASTM A 536 Grade 4 ❑ - with cu ft/min meter Coatings FDA Approved electrostatic epoxy finish ❑ G - with grooved end OS&Ygate valves Internals Stainless steel,300 Series ❑ FG - with flanged inlet gate connection and grooved NORYLTM, NSF Listed outlet gate connection Fasteners&springs Stainless Steel,300 Series ❑ PI - with Post Indicator Gate Valves(4"-10") Elastomers EPDM(FDA approved) ❑BGVIC - with grooved end butterfly valves Buna Nitrile(FDA approved) ACCESSORIES Polymers NORYLTM, NSF Listed ❑ Repair kit(rubber only) ❑ Thermal expansion tank(Model WXTP) – ---, - —a— —m ❑ OS&Y Gate valve tamper switch(OSY-40) III rl E ❑ Test Cock Lock(Model TCL24) Alp,' %Ar. 4_- Ask AG., MODEL 350ADA I`— •' o`�(' DIMENSIONS&WEIGHTS(do not include pkg.)P J•) with OS&Y option II r;UIC=Illtill �:I o0o III II til 0 0 F WEIGHT MODEL WITH I B� C D 350ADA WITHOUT WITH OS&Y WITH OS&Y BUTTERFLY rr SIZE GATES GATES(GXF) GATES(GXG) VALVES I A (GXG) RN in. mm lbs. kg lbs. kg lbs. kg lbs. kg . — r1 111111111:' I...in..,Air r:-> L. 2 1/2 65 105 47.5 207 94 199 90.3 123.8 56.2 I i / r _ -o' E 3 80 104 47 224 101.5 214 97 124.4 56.5 MODEL 350ADA with I AUI –Il RAN A l�-, 4 100 91 41.3 245 111 219 99.4 123 55.8 BGVIC option ii I' g_II�,�IGl l -w—"'1, 6 1200 13012 377 1713 347 158 _ 19410 87.186 �B I 8 200 302 137 778 353.2 754 342.3 410 186 10 250 355 161 1040 472.7 918 416.5 527 239.3 A Model DIMENSION(approximate) 350 ADA A WITH B LESS E E WITH SIZE A BUTTERFLY GATE C 0 E OS&Y OPEN OS&Y BUTTERFLY F G VALVES VALVES CLOSED VALVES in mm in mm in mm in mm in mm in mm in mm in mm in mm in mm in mm Attention: Model 350ADA 2 1/2 65 35 1/8 892 32 1/8 816 20 1/8 511 41/2 114 9 229 16 3/8 416 13 7/8 352 8 203 6 152 71/4 184 (grooved body) and Model 350DA (flange body) have 3 80 361/8 918 325/8 829 201/8 511 41/2 114 9 229 187/8 479 155/8 397 8 203 6 152 71/4 184• different lay lengths. • 4 100 38 965 331/8 842 197/8 505 41/2 114 9 229 223/4 578 181/4 464 91/8 232 6 152 8 203 • 6 150 47 1194 39 7/8 1013 25 7/8 657 5 1/2 140 10 1/2 267 30 1/8 765 23 3/4 603 10 1/8 257 7 178 10 254 • 8 200 615/8 1565 541/2 1384 381/2 978 10 254 12 305 373/4 959 291/4 743 1115/16 303 81/2 216 11 279 , 10 250 64 5/8 1642 58 1/2 1485 38 1/2 978 10 254 12 305 45 3/4 1162 35 3/8 899 13 5/16 338 81/2 216 12 305 (Patent No. 5,913,331) DOCUMENT#: REVISION: BF-350ADA 3/08 Page 1 of 2 FLAW CHARACTERISTICS • • MODEL 350ADA 2 1/2",3"&4"(STANDARD&METRIC) " FLOW RATES(Ifs) - 0.0 12.6 25.2 37.9 50.5 y 15 I 104 a ti 2 1/2"(65mm) y 101� 69 `° OJ ."(80m "(100mm) w w 5 �� 35 a w w a 0 0 a 0 200 400 600 800 FLOW RATES(GPM) MODEL 350ADA 6^,8"&10" (STANDARD&METRIC) FLOW RATES(I/s) 0.0 63.1 126.2 189.3 252.4 a15 , 104 w w 10 - 1 ' ' 69 "' o 6"(150mm) 8"(200mm) it 10"(250mm) - - w 7 5 35 W W a 0 0 a 0 1000 2000 3000 4000 FLOW RATES(GPM) p Rated Flow(Established by approval agencies) TYPICAL INSTALLATION Capacity thru Schedule 40 Pipe(GPM) - Local codes shall govern installation requirements. Unless otherwise specified,the assembly shall be mounted at a mini- Pipe size 5 ft/sec 7.5 ft/sec 10ft/sec 15 ft/sec mum of 12"(305mm)and a maximum of 30"(762mm)above 2 1/2" 75 112 149 224 adequate drains with sufficient side clearence for testing and 3" 115 173 230 346 maintenance.The installation shall be made so that no part of the unit can be submerged. 4" 198 298 397 595 • 6" 450 675 900 1351 8" 780 1169 1559 2339 =1�- 10" 1229 1843 2458 3687 ■ e I:i• i — _ 12" 1763 2644 3525 5288 p .\ 1. PROTECTIVE a • _ — - ENCLOSURE- — 1f-11:=11• o II(r��`'II� r — — — I.=1W= W LI _I_ . _I_ • 11.11. 0111 Ell 1 iIJIIIi:ioiiII!UH nal, 12"MIN. II;-m. 30"MAX. 11=11= =11=11 ==11=11. 11=11 11=11=1 11=11=. I: 11.=1 I: 11=1 11=11: 11=11 DIRECTION OF FLOW 4> .11=11F 11=.11 II=1 11=11 II=.1 1=11 % =ID =11 11= ?II. • • MODEL 350ADABGVIC(VERTICAL INSTALLATION) MODEL 350ADA(OUTDOOR INSTALLATION) SPECIFICATIONS The Double Check Detector Backflow Prevention Assembly shall be ASSE®Listed 1048,and supplied with full port gate valves. The main body and access cover shall be epoxy coated ductile iron(ASTM A 536 Grade 4),the seat ring and check valve shall be NorylTM (NSF Listed),the stem shall be stainless steel(ASTM A 276)and the seat disc elastomers shall be EPDM.The first and - second check valves shall be accessible for maintenance without removing the device from the line.The Double Check Detector Backflow Prevention Assembly shall be a WILKINS Model 350ADA. WILKINS a Zurn company,1747 Commerce Way,Paso Robles,CA 93446 Phone:805/238-7100 Fax:805/238-5766 IN CANADA:ZURN INDUSTRIES LIMITED,3544 Nashua Dr.,Mississauga,Ontario L4V 1L2 Phone:905/405-8272 Fax:905/405-1292 Product Support Help Line: 1-877-BACKFLOW(1-877-222-5356) • Website:http://www.zurn.com Page 2 of 2 BELLS • ® POTTER PBA-AC & PBD-DC UL Listed, FM Approved Sizes Avaihb]e:6"(150mm),8"(200mm)and 10"(250mm) Voltages Available: 24VAC 120VAC 12VDC(10.2 to 15.6)Polarized RN 4 24VDC(20.4 to 31.2) Polarized Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or outdoor use (See Note 1) -40°to 150°F (-40°to 66°C) (Outdoor use requires weatherproof backbox.) Termination: 4 No. 18 AWG stranded wires 6" BELL SHOWN Finish: Red powder coating Optional: Model BBK-1 weatherproof backbox These vibrating type bells are designed for use as fire,burglar or general signaling devices. They have low power con- sumption and high decibel ratings.The unit mounts on a standard 4"(101 mm)square electrical box for indoor use or on a model BBK-1 weatherproof backbox for outdoor applications. Weatherproof backbox model BBK-1,Stock No.1500001. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: SIZE CURRENT TYPICAL dB MINIMUM dB INCHES VOLTAGE MODEL NO. STOCK NO. (MAX) AT 10 FT. AT 10 FT. (mm) (3m)(2) (3m)(1) 6(150) 12VDC PBD126 1706012 12A 85 76 8(200) 12VDC PBD128 1708012 .12A 90 76 10(250) 12VDC PBD1210 1710012 .12A 92 76 6(150) 24VDC PBD246 1706024 .06A 87 76 8(200) 24VDC PBD248 1708024 .06A 91 79 10(250) 24VDC PBD2410 1710024 .06A 94 79 Byrn) 2'v^C DB4,19 16116(VA 174 91 76 8(200) 24VAC PBA248 1808024 .17A 94 76 10(250) 24VAC PBA2410 1810024 17A 94 76 6(150) 120VAC PBA1206 1806120 .05A 92 82 8(200) 120VAC PBA1208 1808120 .05A 99 82 10(250) 120VAC PBA12010 1810120 .05A 99 85 Notes: 1. Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is-30°to 150°F (-34°to 66°C). 2. Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. Potter Electric Signal Company •2081 Craig Road,St.Louis, MO,63146-4161 • Phone:800-325-3936/Canada 888-882-1833•www.pottersignal.com PRINTED IN USA MKT.#8850001-REV P PAGE 1 OF 2 MFG.#5400776-3/99 , @POTTERBELLS PBA-AC & PBD-DC DIMENSIONS INCHES (mm) FIG. 1 BELLS FIG. 2 WEATHERPROOF BACKBOX BOX HAS ONE THREADED 1/2" CONDUIT ENTRANCE 1 if 10" 5 3/4" 3 3/8" 5• (250) —La— (146) (86) (127) er I I (zoo) .• (150) � v� � / ..L.] lig-- —V`7— I —1.--11 5/131.0— Lie_ 33/B" __.j (86) (41) 4 I/4" _ (IOW 2 1116 (68) DWG /776-7 DWG. t776-2 FIG. 3 WIRING (REAR VIEW) D.C. BELLS (OBSERVE POLARITY) A.C. BELLS RED(N) RED(OUT) WHITE(N) ,diWHITE(OUT) FROM DONTROL PANEL ti„,, TO NEXT ID.L FROM CONTROL PANELOR OR EPD-OF-UNE ORPRECEDING BELL 0' RESISTOR PRECEDING BELL ri, ',I' BLACK(IN) �I1 BLACK OU nAOC (IN) �' BLACK (Our) CAI TON: Lam* ELE]CTRICA.SUPERVISION IS REQUIRED USE 14 MD OUT LEADS AS SHOWN. WHEN ELECTRICAL SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SHOWN. NOTES: NOTES: 1. OBSERVE POLARITY TO RING D.C. BELLS. 1. WHEN USING A.C. BELLS, TERMINATE EACH EXTRA WIRE SEPARATELY 2. RED WIRES POSITIVE (+) AFTER LAST BELL 3. BLACK WIRES NEGATIVE (-) 2. END-OF-UNE RESISTOR IS NOT REQUIRED ON A.C. BELLS. DWG. #776-3 INSTALLATION 1. The bell should be mounted a minimum of 8 ft. (2.4m)from the floor or as close to the ceiling as possible. 2. Remove the gong. 3. Connect wiring (see Fig. 3). 4. Mount bell mechanism to backbox (bell mechanism must be mounted with the striker pointing down). 5. Reinstall the gong (be sure that the gong positioning pin, in the mechanism housing, is in the hole in the gong). 6. Test all bells for proper operation and observe that they can be heard where required (bells must be heard in all " areas as designated by the authority having jurisdiction). PRINTED IN USA MKT.#8850001-REV P PAGE 2 OF 2 MFG.#5400776-3/99 • MODEL 1011T . APTESTAN DRAIN ® 3,4" 1" 11/4° 11/2" 2" v ;:"..7 r., ',.' .7..,,,,:,. , n i f1 i + I'. e- 'Y°' I . rill yg. r , I s--) .4-,„4-- , r^x L',' a. 1L USA PATENT AND OTHER PATENTS �' ❑ The AGF Manufacturing Inc.Model 1011T Matches All The Features And Benefits Of Our Model 1000 And Model 1011 TESTANDRAIN Valves By Providing Both The Test Function And The Express Drain Function,With The Added Features Of An Integral Model 7000 Pressure Relief Valve, Model 7500 Pressure Gauge,and Model 7600 1/4" 3-Way Globe Valve. ❑ The Model 1011T Is A Compact Single Handle Ball Valve,Which Includes A Tamper Resistant Test Orifice,Integral Tamper Resistant Sight Glass,And Is 300 PSI Rated. ❑ The Model 1011T Complies With The Requirements Of NFPA 13,13R,& 13D,Which Stipulate A Pressure Relief Valve Be Installed On All Gridded Systems And Downstream Of All Pressure Reducing Valves. Li Designed To Relieve Excess System Pressure Caused By Surges Or Temperature Changes As Well As Solve The Difficult Problem Of Providing The Relief Valve With A Drainage-Piping Outlet. Li Available In A Full Range Of Sizes From 3/4"To 2", NPT & BSPT,With All Specifiable Orifice Sizes 3/e", 7/16",1/2",17/32",5/8" (ELO),& 3/4" (ESFR). L i The Model 1011T Is Shipped Complete With All Necessary Components Including The UL/FM Model 7500 300 PSI 31/2" Pressure Gauge And UL/FM Model 7600 1/4" 3-Way Globe Valve. ❑ To Expedite System Testing The Unit Is Shipped Semi-Assembled With The Relief Valve Port And The Bypass Drain Port Plugged. ❑ The Included UL/FM Model 7000 Pressure Relief Valve Features A Flushing Handle And Is Factory Set At 175 PSI,Other Pressure Settings Are Also Available. Gko0tOur AutoCgo ,�e visit us S;� G on the Internet 'v at 8/01 MODEL 1011T APTESTAN . ®© MODEL 1011 (UL LISTED/FM APPROVED) BRONZE BALL VALVE MODEL 7000(UL LISTED/FM APPROVED) PRESSURE RELIEF VALVE FACTORY SET AT 175 PSI WITH OTHER SETTINGS AVAILABLE. MODEL 7500(UL LISTED/FM APPROVED) PRESSURE GAUGE MODEL 7600 (UL LISTED/FM APPROVED) 1/41 3-WAY GLOBE VALVE PARTS LIST Model 1011T Qty. Dwg Ref: , ,«a ,,; Model 1011 TESTANDRAIN Valve 1 1 0 e -::,-.--,;-\''s Model 7000 Pressure Relief Valve 1 2 FRONT VIEW $ ,5°°- \i Model 7500 Pressure Gauge 1 , 3 MODEL 1011 T " ! Model 7600 1/+" 3-Way Valve 1 4 § . ..."° ' " 1/2'x 11/2"NPT Nipple 1 5 /i'X /i'x 1/4' Tee 1 6 = 1/4'Nipple&plug 1 7&8 F INLET A MIMI 21/2' NPT x Barb 90°Elbows 2 9 Qo3°poo 1 -Nylobraid Drain Tubing 1 10 E_1 o°:1 % O 2-11/16' Clamps 2 11 0 0l 8 4 �. °Op°e SIZE A B C D E 1 ■ 0 3/ rl 10 1/411 3 3/all 8 3/41 4 9/16" 13 3/an 4 256." 84 mm 119 mm 114 mm 334 mm DRAIN letil 11 1\1i� ln10 1/41 3 3/8' 8 3/4' 4 9/16" 13 3/8" H I��) a, � 1 256 mm 84 mm 119 mm 114 mm 334 mm - 1 u n n n u uI IleO _ 1 5 9 1Q = 1/4” 10 2 3 e 5 5 16 36 /2G /l 1 263 mm 91 mm 225 mm 139 mm 363 mm I 1 n 1 1 1/2" 3 /g Q /rA 8 1/4" 17 7j8 (�^�1 O 1 /2 288 mm 97 mm 242 mm 206 mm 447 mm 2" 11 1/211 7/8lI 92 11/161 8 1/4" 14.i 7/arr 288 mm 97 mm 242 mm 206 mm 447 mm All metric measurements rounded to the nearest whole number. ORIFICE SIZES AVAILABLE -3/8, 7/16, 1/2, 17/32, ELO(5/8)', ESFR(3/4)• •Available on 1'/' to 2"size units only. The Model 1011T answers all of the following ... From the 1999 Edition of NFPA 13 Chapter 5-14.2.4.1 Provisions shall be made to properly drain all parts of the system Chapter 5-15.4.1 Main drain test connections shall be provided at locations that will permit flow tests of water supplies and connections. Chapter 5-15.4.2 An alarm test connection not less than 1"terminating in a smooth bore corrosion resistant orifice, giving a flow equivalent to one sprinkler of a type having the smallest orifice shall be provided to test each waterflow alarm device. Chapter 5-15.4.2(A) If a test connection is terminated into a drain riser you must use an approved sight test connection to view flow. Chapter 5-15.3 A pressure gauge shall be installed at the system main drain, at each main drain associated with a floor control valve, and on the inlet and outlet side of each pressure-reducing valve. Each gauge connection shall be equipped with a shutoff valve and provisions for draining. Chapter 4-1.2 Requires ALL GRIDDED SYSTEMS be provided with a relief valves Chapter 5-14.1.2.3 Requires a relief valve be installed downstream of all pressure-reducing valves. Chapter 5-14.1.2.3 Consideration should be given to piping the discharge from a relief valve. • USA PATENT AND OTHER PATENTS PENDING 2ELO/ES SISUFRSLIULEST DFM APPROVED UL LISTING EX4019(N)&EX4533(N) AGF MANUFACTURING INC. JOB NAME: 100 Quaker Lane Malvern,PA 19355 USA i� ARCHITECT: Telephone:(610)240-4900 ____ Fax:(610)240-4906 ENGINEER: www.testandrain.com MADEN CONTRACTOR: ® TOLCO www.tolco.com a„,I 1 NIBCO Revision 5/24/2001 Fig. - - Bevel Washer Size Range—Si - ." hru 7/8" bolt Dime s " - •Weights Material—Malleable Iron Ro• Approx. Function— Designed to match tape . �ti. A B C pp z. - e Wt./100 flange of I-beam or channel to permit right 3/8 11/4 11/32 5/32 9 angle fastening of bolt. ' 4 1/2 11/4 11/32 5/32 9 Finish — Plain , 5/8 11/2 13/32 5/32 14 Note—Available in Electro-Galvanized ''�� ~"s`x B 11/2 15/32 7/32 16 and HDG finish or Stainless Ste- 7/8 9/16 7/32 33 materials. i' Order By— F . umber size and finish Fig. 118 - Square Washer Size Range—Size1/4"thru 1" bolt Dimensions •Weights Material—Malleable Iron Function— Heavy duty washer for use on Size Size Rod Sole A B Approx. Wt./100 top of channels or angles to support hang- 3/8 7/16 2 1/4 27 er rod. Finish—Plain - 1 t. 1/2 9/16 2 1/4 27 5/8 11/16 21/2 1/4 z 47 Note—Available in Electro-Galvanized .. fi 3/4 13/16 3 3/8 85 and HDG finish or Stainless Steel 1 11/8 4 3/8 160 materials. Order By—Figure number size and finish Fig. 119 - Fender or Oversize Washer Size Range—Size1/4" thru 1/2" bolt Dimensions •Weights Material —Carbon Steel Rod Inside Outside Approx. Function —To provide a greater bearing Size Diameter Diameter Wt./100 surface than standard washer. 1/4 5/16 11/e 3.3 Finish — Plain 1 3/8 1/2 11/8 3.0 Note—Available in Electro-Galvanized and 1/2 9/16 2 2.8 HDG finish or Stainless Steel materials. Order By— Figure number and size ® 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 ..Z17lgD0 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 310 RING RESTRAINER 1111401,r 11 1.44,..4.41,-..V7:' '' '1,' jf...: t e . ., Restraint ��=� 551 ,....:.4.:::::::,+.1::::::;:;:ils:: i e:/ir:: ,00,':.''‘ 1� 0 SIZE-One size fits 3/4 thru 2 inch AFCON#300 Ring Hanger. 3' 7 MATERIAL-Carbon Steel. FINISH-Mil. ,0 ' LISTINGS- c®us 203-EX 2551 Listed only for use with AFCON#300 Ring Hanger. FUNCTION-To restrain movement of sprinkler pipe toward the knurl nut of the ring hanger. To prevent upward movement of pipe that supplies a pendent sprinkler below the ceiling. INSTALLATION- Per NFPA 13 and CPVC manufacturers instructions on steel,CPVC,or copper pipe. Snap into locking position on swivel nut of AFCON#300 Ring Hanger. SPECIAL NOTE: When installing on CPVC sprinkler system pipe: Verify that all assembly components are cleaned of any surface oil. FEATURES- *Listed only for use with AFCON#300 Ring Hanger. ORDERING-Part#and size. Specific.4FCON products are exclusively designed to he compatible OV LY with other AFCON products including parts and fasteners,resulting n a listed sway hraee,restrainer or hanger assembly. Be advised the following warranty restriction will apply. DISCLAIMER-AFCON will NOT warrant against the failure of its products when used in combination with other products,parts or systems not manufactured or sold by AFCON.AFCON shall NOT be liable under any circumstances whatsoever for any direct or indirect,incidental or consequential damages of any kind,including but not limited to loss of business or profit,when non-AEGON products have been,or are used. 1/08 .Z47. 00§J P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www.Afcon.org 708 ADJUSTABLE PIPE SUPPORT WITH #415 PIPE CLAMP -i- . - ■ I A #995—>( N I 8" PIPE WEIGHT/C SIZE 995 A (APPROX) 4 1 1/2 10 5/8 400 6 11/2 1111/16 488 8 2 1211/16 737 10 2 13 3/4 844 SIZE-4 thru 10 inch pipe. MATERIAL-Carbon Steel. FINISH- Plain and E.G. ENGINEERED-Per NFPA 13. • Certified by registered professional engineer-Available upon request. MAXIMUM TEMP.-650°F FUNCTION- Provides NFPA 13 support when assembled with#722. To support horizontal pipe from floor and provide more secure pipe capture than#707. - INSTALLATION- Per NFPA 13 assemble with#722. FEATURES #722 *#415 pipe clamp provides hold down of supported pipe. • *#995 permits adjustment. ORDERING-Part#,pipe size,and finish. 1/08 ' ` P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www.Afcon.org 722 PIPE STAND O A -) I 36" o 1 1/2" SIZE-Fits#707˄ MATERIAL-Carbon steel. 11/2" 0 FINISH-Plain. ENGINEERED-Per NFPA 13. Certified by registered professional engineer-Available upon request. H MAXIMUM TEMP.-650°F 0 FUNCTION- Provides NFPA 13 support when assembled with#707 or#708. 0 0 INSTALLATION- Per NFPA 13 assemble with#707 or#708. Cut 36"pipe to desired dimension. ORDERING-Part#and pipe size. #722 SPECIFICATIONS PIPE A H PLATE APPROX SIZE SIZE WT./100 4 2" 9/16" 3/8 x 9 x 9 _ 2700 6 2" 9/16" 3/8 x 9 x 9 2700 8 2 1/2" 11/16" 1/2 x 12 x 12 3900 10 2 1/2" 11/16" 1/2 x 12 x12 3900 S4 1/09 tqCf3 /Fire & Building Products Technical Services: Tel: (800) 381-9312/ Fax: (800)791-5500 Style 65 One-Piece Flush Escutcheon Style 401 Two-Piece Deep Escutcheon 1/2 Inch and 3/4 Inch NPT GeneralWARNINGS The Style 65 and 401 Escutcheons de Description scribed herein must be installed and maintained in compliance with this441441.. The Tyco®Style 65 and 401 Escutch document, as well as with the applica- eon Plates illustrated in Figures 1 and 2 ble standards of the National Fire Pro- are designed for use with pendent and tection Association, in addition to the horizontal sidewall automatic sprin- standards of any other authorities hav- klers in fire protection systems where ing jurisdiction. Failure to do so may the piping is installed above a ceiling impair the performance of these or behind a wall.They are used to im- devices. STYLE 65 prove the overall appearance of the in- The owner is responsible for maintain- ONE-PIECE ESCUTCHEON stallation by concealing the clearance ing their fire protection system and de- holes required for the connecting pip- . vices in proper operating condition. ing and fittings to the sprinkler. The installing contractor or sprinkler The Escutcheon Plates are available manufacturer should be contacted in two styles: Style 65 flush one-piece with any questions. 40111110 (non-adjustable),and Style 401 deep • two-piece(adjustable). Technical The flush one-piece (non-adjustable) Style 65 Escutcheon Plates(Fig. 1)are Data used where the position of the sprin- kler "escutcheon plate seating sur- Approvals face"(relative to the ceiling line or wall) With reference to NFPA 13,listings/ap- can be fixed by adjusting the length of provals are not required for metallic the interconnecting piping. escutcheons used for non-recessed The two-piece Style 401 Escutcheon applications. Plates(Fig.2)are used where it is nec- Finishes essary to position the sprinkler away Chrome,White, or Brass STYLE 401 from the ceiling/wall surface so that Material TWO-PIECE ESCUTCHEON spray will not be adversely affected by Carbon Steel protruding obstructions such as light fixtures and HVAC diffusers. The adjustment provided by the Style 401 Escutcheon Plates reduces the ac- curacy to which the length of the fixed pipe drops or horizontal pipe runs to the sprinklers must be cut, and it pro- vides additional flexibility in the inter- connecting pipe. The separable, two-piece design of the Style 401 allows installation of the sprinklers and pressure testing of the fire protection system/evaluation of leak tightness prior to installation of a suspended ceiling or application of the finish coating to a fixed ceiling. They also permit the removal of suspended ceiling panels, for access to building service equipment, without having to first shut down the fire protection sys- tem and remove sprinklers. Page 1 of 4 DECEMBER, 2007 TFP777 Page 2 of 4 TFP777 3-1/2"DIA. y 2-13/16"DIA. f- (89,0 mm) (71,4 mm) 2"DIA. 2-1/2DIA. (50,8 mm) •••1- (63,5 mm) r.--- 2-1/4"DIA. (57,2 mm) 401. CEILING. CEILING SURFACE IIIIMIIIII SURFACE AIM Mly 1i/A MN1 III 7 � vSKIRT * 2-7/8"MAX. ii;,--t? f (73,0 mm) FRICTION MIN.1-7/8" 1/2" FIT IN (47,6 mm) 1/2"OR _a_- (12,7 mm) 3/4"NPT CUP* II�i� t OPENING ESCUTCHEON II �� PLATE SEATING 1/2"OR V, SHOWN WITH SURFACE 3/4"NPT ___ SERIES TY-FRB OPENING ESCUTCHEON 5.6 K-FACTOR PLATE SEATING PENDENT SPRINKLER SHOWN WITH SURFACE FOR REFERENCE SERIES TY FRB 5.6 K-FACTOR PENDENT SPRINKLER *ORDERED FOR REFERENCE SEPARATELY FIGURE 1 FIGURE 2 STYLE 65 ONE-PIECE STYLE 401 TWO-PIECE DEEP FLUSH ESCUTCHEON ADJUSTABLE ESCUTCHEON TFP777 Page 3 of 4 Installation Step 4. Using the appropriate sprin- kler wrench, tighten the sprinkler into NOTES the fitting. A leak tight 1/2 inch NPT sprinkler joint Step 5.After a suspended ceiling has should be obtained with a torque of 7 been installed or the finish coat has to 14 ft.lbs. and 10 to 20 ft.lbs. should been applied to a wall or fixed ceil- be sufficient for a 3/4 inch NPT sprin- ing (as appropriate), align the detents kler.Higher levels of torque may distort in the skirt over those in the cup and • the sprinkler orifice seat with conse- then slide the cup over the skirt until quent leakage. it comes in contact with the mount- ing surface.Do not push the skirt such Do not attempt to make-up for insuf- that it will lift a ceiling tile out of its nor- ficient adjustment in an Escutcheon mal position. Plate by under- or over-tightening the Holding the skirt in contact with the sprinkler. Readjust the position of the mounting surface, rotate the skirt ap- sprinkler fitting to suit. proximately 1/8-turn in relation to the Style 65 cup creating a friction fit between the The pipe connected to the sprinkler skirt detents and the cup wall, to hold fitting must be cut so that the "es- the Escutcheon Plate firmly together. cutcheon plate seating surface" is at the proper nominal distance in front Care and of the wall or below the ceiling. Man- ufacturing variations in the take-out of Maintenance the fittings as well as the make-in of the sprinklers (as permitted by ANSI The following inspection procedure 81.20.1) may require that trial cuts of must be performed as indicated, in the connecting pipe be made. addition to any specific requirements Proceed with the assembly as follows: of the NFPA.Any impairments must be Step 1. Insert the threaded end of immediately corrected. the sprinkler through the Escutcheon The owner is responsible for the in- Plate. spection, testing, and maintenance of Step 2. Apply pipe thread seal- their fire protection system and devic- ant sparingly to the sprinkler threads es in compliance with this document, only. Use of a non-hardening type of as well as with the applicable stan- Teflon based pipe thread sealant is dards of the National Fire Protection recommended. Association(e.g.,NFPA 25),in addition Step 3.Hand tighten the sprinkler with to the standards of any authority hay- the attached Escutcheon Plate into the ing jurisdiction. The installing contrac- sprinkler fitting. tor or product manufacturer should be Step 4. Using the appropriate sprin contacted relative to any questions. kler wrench, tighten the sprinkler into It is recommended that automatic sprin- the fitting. kler systems be inspected, tested, and maintained by a qualified Inspection Style 401 She pipe connected to the sprinkler fit Service in accordance with local re- ting must be cut so that the "escutch- eon plate seating surface" is at the After placing a fire protection system proper nominal distance in front of the in service, notify the proper authorities wall or below the ceiling. and advise those responsible for mon- Proceed with the assembly as follows: itoring proprietary and/or central sta- Step 1. Separate the two pieces of tion alarms. the Escutcheon Plate and screw the cup onto the sprinkler until the plate is engaged onto the last thread of the sprinkler. Step 2. Apply a brush-on pipe thread sealant sparingly to the sprinkler threads only. Use of a non-hardening type of Teflon based pipe thread seal- ant is recommended. Step 3.Hand tighten the sprinkler with the attached inner plate into the sprin- . kler fitting. Page 4 of 4 TFP777 Limited Ordering Warranty Procedure Products manufactured by Tyco Fire When placing an order,indicate the full & Building Products (TFBP) are war- product name. Contact your local dis- ranted solely to the original Buyer for tributor for availability. ten(10)years against defects in mate- Style 65 rial and workmanship when paid for Specify: Style 65 Flush One-Piece Es- and properly installed and maintained cutcheon with (1/2 or 3/4) NPT Open- under normal use and service. This warranty will expire ten(10)years from ing and(Chrome,White,or Brass)Fin- date of shipment by TFBP. No warran- ish, P/N(specify). ty is given for products or components Style 65 One-Piece Escutcheon manufactured by companies not af- 1/2"Chrome P/N 1153 filiated by ownership with TFBP or for 3/4"Chrome P/N 1152 products and components which have 1/2"White P/N 1174 been subject to misuse, improper in- 3/4"White P/N 1175 stallation,corrosion,or which have not 1/2"Brass P/N 1150 3/4"Brass P/N 1184 been installed,maintained,modified or repaired in accordance with applicable Style 401 Cup* Standards of the National Fire Protec- Specify:Style 401 Cup with(1/2 or 3/4) tion Association,and/or the standards NPT Opening and (Chrome, White, or of any other Authorities Having Juris- Brass)Finish, P/N(specify). diction. Materials found by TFBP to be defective shall be either repaired or re- Style 401 Cup placed, at TFBP's sole option. TFBP 1/2"Cup.Chrome P/N 1192 neither assumes, nor authorizes any 3/4"Cup.Chrome P/N 1193 person to assume for it, any other ob- 1/2"Cup.White P/N 1196 ligation in connection with the sale of 3/4"Cup.White P/N 1197 products or parts of products. TFBP 1/2"cup.Brass P/N 1194 shall not be responsible for sprinkler 3/4"Cup.Brass P/N 1195 system design errors or inaccurate or Style 401 Skirt* incomplete information supplied by Specify: Style 401 Skirt with (Chrome, Buyer or Buyer's representatives. White,or Brass)Finish,P/N(specify). In no event shall TFBP be liable, in Style 401 Skirt contract, tort, strict liability or under Chrome P/N 1198 any other legal theory, for incidental, White P/N 1200 indirect,special or consequential dam- Brass P/N 1199 ages, including but not limited to labor *The Cup and Skirt are ordered sepa- charges, regardless of whether TFBP rately for the Style 401 Escutcheon. was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. The foregoing warranty is made in lieu of any and all other warranties, ex- press or implied, including warranties of merchantability and fitness for a particular purpose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. TYCO FIRE&BUILDING PRODUCTS,451 North Cannon Avenue,Lansdale Pennsylvania 19446 • 411111 . 11/11, Fire & Building Products CENTRAL Customer Service/Sales: Technical Services:Tel:(800)381-9312/Fax:(800)791-5500 Tel:(215)362-0700/(800)523-6512 Fax:(215)362-5385 Model Gal & G4 Sprinkler Guards Model GI/SI & G4/S3 Guards with Shields Series TY-B, TY-FRB, TY-L, and TY-FRL Sprinklers General Technical Description Data A The Model G1 & G4 Sprinkler Guards Approvals (Ref. Figure 1) are designed for use UL and C-UL Listed.FM Approved. t with specific types of Series TY-B,TY- (Refer to Table A) FRB,TY-L,and TY-FRL Sprinklers that Finishes may be located in areas that make Red Painted and Zinc Chromate them susceptible to mechanical or G1 ,_ physical damage. Table A provides Physical Characteristics compatibility details. Welded assembly fabricated from I • The Model G1/S1 & G4/S3 Sprinkler carbon steel Guards with Shields(Ref.Figure 2),in addition to providing protection from Design Criteria mechanical or physical damage, t i i 1, shields the sprinkler from water spray In accordance with the requirements it, ' of higher elevation sprinklers (e.g., of the NFPA, sprinkler guards shall be i I ` , rack storage sprinkler installations). listed. Guards are only listed for use When the G1/S1 and G4/S3 are used with specified sprinklers;therefore,the with the Series TY-B, TY-FRB, TYL, G1, G4, G1/S1, and G4/S3 must only Il and TY-FRL Sprinklers shown in Table be used with the Series TY-B,TY-FRB, 9 i A, the assemblies form Upright Inter- TY-L,and TY-FRL Sprinklers shown in G 4 mediate Level Sprinklers intended for Table A. use in fire sprinkler systems designed in accordance with the standard instal- w e lation rules recognized by the applica- Installation ble Listing agency (i.e., UL Listing is based on NFPA requirements). The Models G1, G4, G1/S1, and The G1 and G4 are a redesignation for G4/S3 are to be installed as follows: ir �e , the Gem F938& F937, and the G1/S1 'II it t & G4/S3 are a redesignation for the Step 1.The G1, G4, G1/S1, or G4/S3 11 � Gem F938/Q-76 and F937/Q-75. is to be mounted on the sprinkler after t, I ,,�� the sprinkler has been installed in ac- WARNINGS cordance with its applicable technical GltS1 The Model G1 & G4 Sprinkler Guards data sheet. and G1/S1 & G4/S3 Sprinkler Guards Step 2. With the Clips loose, first with Shields described herein must be spread the two halves of the Sprinkler installed and maintained in compli- Guard just enough to pass by the ance with this document, as well as sprinkler deflector from the side.Then, with the applicable standards of the once again spread the two halves of /07 National Fire Protection Association, in addition to the standards of any the Sprinkler Guard just enough to other authorities havingpass over the sprinkler"thread relief" ,1 jurisdiction. p Failure to do so may impair the integ- or "wrenching area", as applicable, 'l r - rity of these devices. portion of the sprinkler.(Refer to Table ii i 11 € I A, as well as Figures 1 and 2.) ! ia� The owner is responsible for maintain ing their fire protection system and de- Step 3.With the Sprinkler Guard posi- . vices in proper operating condition. tioned on the "thread relief" or G41$3 The installing contractor or manufac- "wrenching area" portion of the turer should be contacted relative to sprinkler, as applicable, engage the any questions. Clips and then slide the Clips until they Page 1 of 4 DECEMBER, 2003 TFP78O Page 2 of 4 TFP780 • SERIES TFP GEM STAR SPRINKLER SPRINKLER MOUNTING GUARD GUARD WITH SPRINKLER SIN SIN SIN TYPE K-FACTOR LOCATION MODEL SHIELD MODEL (APPROVALS) (APPROVALS) TY1151 G7530 - Upright 2.8 Thread Relief G1 (1) N/A TY1251 G7531 - Pendent 2.8 Thread Relief 01 (1) N/A TY3151 G7570 - Upright 5.6 Thread Relief G1 (1,2) G1/S1 (1) • TY3251 G7571 •- Pendent 5.6 Thread Relief • G1 (1,2) N/A • TY4851 G7560 - Upright 8.0(1/2"NPT) Thread Relief G1 (1,2) N/A TY-B TY4951 G7561 - Pendent 8.0(1/2"NPT) Thread Relief 01 (1,2) N/A TY4151 G7590 - Upright 8.0(3/4"NPT) Thread Relief G1 (1,2) G1/S1 (1) TY4251 G7591 - Pendent 8.0(3/4"NPT) Thread Relief G1 (1,2) N/A TY3351 07578 - HSW 5.6 Thread Relief G4(1) N/A TY3451 G7575 - VSW 5.6 Thread Relief G4(1) N/A TY1131 G7330 - Upright 2.8 Thread Relief G1 (1) N/A TY1231 G7331 - Pendent 2.8 Thread Relief G1 (1) N/A TY3131 G7370 - Upright 5.6 Thread Relief G1 (1,2) G1/S1 (1) TY3231 G7371 - Pendent 5.6 Thread Relief G1 (1,2) N/A TY-FRB TY4131 G7390 - Upright 8.0(3/4"NPT) Thread Relief G1 (1,2) G1/S1 (1) TY4231 07391 - Pendent 8.0(3/4"NPT) Thread Relief G1 (1) N/A - TY3331 G7378 - HSW 5.6 Thread Relief G4(1) N/A TY3431 07375 - VSW 5.6 Thread Relief G4(1) N/A TY3111 G3111 S1800 Upright 5.6 Wrench Area G1 (2)&G4(1) G4/S3(1) TY3211 G3112 S1801 Pendent 5.6 Wrench Area G1 (2)&G4(1) N/A TY3311 G3113 S1803 HSW 5.6 Wrench Area - N/A TY-L TY4811 - S1805 Upright 8.0(1/2"NPT) Wrench Area G4(1,2) G4/S3(1) TY4911 - S1806 Pendent 8.0(1/2"NPT) Wrench Area G4(1) N/A TY4111 G3101 51810 Upright 8.0(3/4"NPT) Wrench Area G4(1,2) G4/S3(1) TY4211 G3102 S1811 Pendent 8.0(3/4"NPT) Wrench Area G4(1) N/A TY1121 G8973 S1879 Upright 2.8 Wrench Area G4(1) N/A TY1221 G8971 S1880 Pendent 2.8 Wrench Area G4(1) N/A TY3121 G8974 S1864 Upright 5.6 Wrench Area G4(1,2) G4/S3(1) TY-FRL TY3221 G8972 S1865 Pendent 5.6 Wrench Area G4(1) N/A TY3321 G8946 S1878 HSW 5.6 Wrench Area G4(1) N/A TY4121 G8174 S1866 Upright 8.0(3/4"NPT) Wrench Area G4(1,2) G4/S3(1) TY4221 G8172 S1867 Pendent 8.0(3/4"NPT) Wrench Area G4(1) N/A APPROVALS&NOTES: 1. Listed by Underwriters Laboratories Inc. 2. Approved by Factory Mutual Research Corporation. N/A Not Applicable for noted sprinkler. - No SIN,Listing or Approval TABLE A-LABORATORY LISTINGS AND APPROVALS seat against the Base to complete the NOTES installation as shown in Figures 1 and The Clips must seat against the Base 2. in order to be considered fully seated To help assist with the sliding of the and in order to complete the installa- tion.Clips the Guard Installation Tool may be used as shown in Figure 3.In addi- The G1,G4,Gi/SI,and G4/S3 may be - tion,pliers can be used to facilitate the located in any position relative to the final seating of the Clips. sprinkler frame arms. • TFP78O Page 3of4 SPRINKLER SPRINKLER — THREAD RELIEF WRENCH AREA lonms ENGAGED BY ENGAGED BY Illmar 2-7/8"DIA. BASE PLATE BASE PLATE — (73,0 mm) BASE 2-7/8"DIA. PLATE BASE `.i (73,0 mm) GUARD PLATE ��f ;1111:0 CLIP GUARD (ENGAGED) 1CLIP (ENGAGED) 3 7/16" 2-5/16° (� (87,3 mm) (58,7 mm) A_�_/ BAR BAR Model G1 Guard Model G4 Guard Shown with Series TY-FRB Sprinkler Shown with Series TY-FRL Sprinkler FIGURE 1 MODEL G1 AND G4 SPRINKLER GUARDS—DIMENSIONS 4"DIA. 4-3/4"DIA. (101,6 mm) (120,7 mm) f S1 SHIELD AllillEkk 2-3/8" /Ikii1\ti(60,3 mm) WITH SCREW 3-1/2S3 SHIELD WITH __� (88,9 mm) SCREW BAR � 1BASE Air BAR PLATE 2-7/8 DIA. GUARD (73,0 mm) CLIP (ENGAGED) BASE GUARD SPRINKLER PLATE THREAD RELIEF 2-7/8"DIA. CLIP SPRINKLER (ENGAGED) u ENGAGED BY WRENCH AREA ���.iia (73,0 mm) BASE PLATE �� ENGAGED BY Model G1 Guard BASE PLATE Model G4 Guard With Model S1 Shield With Model S3 Shield Shown with Series TY-B Sprinkler Shown with Series TY-L Sprinkler FIGURE 2 MODEL G1/S1 AND G4/S3 SPRINKLER GUARDS WITH SHIELDS—DIMENSIONS Care and their fire protection system and de- vices in compliance with this docu- Limited ment,d asrd wellt as th the applicable warranty Maintenance standards of the National Fire Protec- tion Association (e.g., NFPA 25), in The Models G1, G4, G1/S1, and addition to the standards of any other Products manufactured by Tyco Fire G4/S3 do not require any regularly authorities having jurisdiction.The in- Products are warranted solely to the scheduled maintenance; however, stalling contractor or sprinkler manu- original Buyer for ten (10) years proper installation of the Sprinkler facturer should be contacted relative to against defects in material and work- ; Guards should be verified during the any questions. manship when paid for and properly annual visual inspection of the sprin- installed and maintained under normal klers. It is recommended that automatic use and service.This warranty will ex sprinkler systems be inspected, pire ten (10) years from date of ship- The owner is responsible for the in- tested, and maintained by a qualified ment by Tyco Fire Products. No war- spection, testing, and maintenance of Inspection Service. ranty is given for products or Page 4 of 4 TFP78O WITH SPRINKLER PROPERLY INSTALLED, L`;:� CLIP CAREFULLY SPREAD BASE PLATES APART AND FIT w INSTALLATION ONTO SPRINKLER AT APPROPRIATE MOUNTING TOOL LOCATION PER TABLE AAND FIGURES 1 or 2 SECOND MODEL G4 GUARD 14141"� CLIP CLIP FULLY WITH MODEL S3 SHIELDas* ENGAGED BASE &SPRIES TY-L UPRIGHT �', I �� _411111110��'SPRINKLER SHOWN ���l 11i4a r' PLATES tet.. =i=1 FIRST = • " FIRST CLIP FULLY •1 ::ZJ -r VIII CLIP FULLY ENGAGED ,iy� CLIP �• ENGAGED INSTALLATION CLIP '''�i' BAR ''�.� TOOL SLOT 41 ADJACENT �! � CLIP 140.-„, BAR MODEL G1 GUARD& SERIES TY-FRB PENDENT 10 A PLIER SPRINKLER SHOWN ill MAY BE CLIP INSTALLATION USED SWIVEL CLIPS OVER ADJACENT TOOL(SHIPPED WITH WITH INSTALLATION TOOL APPLIED OVER BARS AND SLIDE TOWARD BASE GUARDS) ADJACENT BARS,PRESS SECOND CLIP PLATES UNTIL SNUG TOWARD BASE PLATES UNTIL FULLY ENGAGED FIGURE 3 INSTALLATION PROCEDURE components manufactured by compa- IMPLIED.INCLUDING WARRANTIES Additonal*Clip Installation Tool: nies not affiliated by ownership with OF MERCHANTABILITY AND FIT- Specify:Clip Installation Tool for - Tyco Fire Products or for products and NESS FOR A PARTICULAR PUR- G1 &G4 Sprinkler Guards, components which have been subject POSE. P/N (56-000-8-597). to misuse,improper installation,corro- sion,or which have not been installed, `The Clip Installation Tool is included with maintained,modified or repaired in ac- Ordering orders in original cartons. cordance with applicable Standards of Procedure the National Fire Protection Associa- tion,and/or the standards of any other Authorities Having Jurisdiction. Mate- Contact your local distributor for avail- rials found by Tyco Fire Products to be ability. defective shall be either repaired or replaced, at Tyco Fire Products' sole G1 Sprinkler Guard: option.Tyco Fire Products neither as- Specify: Model G1 Sprinkler Guard sumes, nor authorizes any person to having a(specify)finish,P/N(specify). assume for it, any other obligation in Red Painted P/N 56-938-1-001 connection with the sale of products or Zinc Chromate P/N 56-938-9-001 parts of products. Tyco Fire Products shall not be responsible for sprinkler G4 Sprinkler Guard: system design errors or inaccurate or Specify: Model G4 Sprinkler Guard incomplete information supplied by having a(specify)finish,P/N(specify). Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE Red Painted P/N 56-937-1-001 PRODUCTS BE LIABLE, IN CON- Zinc Chromate P/N 56-937-9-001 TRACT,TORT,STRICT LIABILITY OR G1/S1 Guard with Shield: UNDER ANY OTHER LEGAL THE- Specify:Model G1/S1 Sprinkler Guard ORY, FOR INCIDENTAL, INDIRECT, with Shield having a (specify) finish, SPECIAL OR CONSEQUENTIAL P/N (specify). DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, RE- Red Painted P/N 56-938-1-066 GARDLESS OF WHETHER TYCO Zinc Chromate P/N 56-938-9-066 FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH G4/S3 Guard with Shield: DAMAGES, AND IN NO EVENT Specify:Model G4/S3 Sprinkler Guard - SHALL TYCO FIRE PRODUCTS' LI- with Shield having a (specify) finish, - ABILITY EXCEED AN AMOUNT P/N (specify). - EQUAL TO THE SALES PRICE. Red Painted P/N 56-937-1-066 THE FOREGOING WARRANTY IS Zinc Chromate P/N 56-937-9-066 MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR TYCO FIRE PRODUCTS,451 North Cannon Avenue,Lansdale,Pennsylvania 19446