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Home My WebLink About6211 CORTE DEL ABETO; ; AS050193; Permit3/7/24, 4:29 PM AS050193 Permit Data City of Carlsbad Sprinkler Permit 6211 CORTE DEL Job Address: ABETO Permit Type: SPRINK Parcel No: 2130610200 Lot #: 0 Reference No.: Permit No: AS050193 Status: APPROVED Applied 9/28/2005 Approved: 10/31/2005 Issued: 10/31/2005 PC #: Inspector: Project Title: PUBLIC STORAGE FIRE SPRINKLER PLAN CHECK & INSPECTIONS Applicant: Owner: SIMPLEX GRINNELL PUBLIC STORAGE INC 9855 CARROLL CANYON RD 701 WESTERN FL #2 SAN DIEGO CA GLENDALE CA 858-740-0100 Fees ($) Add'I Fees ($) Total ($) Balance ($) 120 0 120 0 about:blank 1/1 A5cc i'13 SEP 18 2000 12:48PM HP LASERJET 3200 7606028561 P.2 ibft/OS CARLSBAD FIRE PREVENTION DIVISION Permit Application Form A. Check or fill in pertinent infbrmation for type of permit you are submitting. AS —Automatic Sprinklers (Check off type ofpkmns being subm1fte4 New System - How many risers/levels?_____ L..X_ Tenant Improvement F Residential - How many systems an4/or buildings?_____ Underground for approval Underground included for referenceLly PA - Fire Alarm 25 Devices or less Over 26 devices # of Monitoring System PS - Fixed Systems (CM* Om) Hood Bc. Duct Special Chemical Agent System, Standpipe, Spray Booth Repeated Inspection fee is $70.00. NameofProject:_U'L1iC, '70 Address ofjob site: (I '2> Building Permit 11 CB Contractor Information Name 6 1f't jL1 Total Fees Total Fees Address 1'' (4oLL City, State, Zip Phone o 4°-OIOO_FAX ee' _14° -° ' Kind of License and Number C'Exp. Date Do you currently have a business license on file with the City of Carlsbad? (Ve j)r No 2/2.23 / 44 A41 4q -o fL:. / Date____ lease as mate at least 10 business days for plan review comments and/or approval. We will contact you by telephone when the plans are approved/disapproved. Thank you! Pet Application Fodoc 0 5 HYDRAULIC CALCULATIONS PUBLIC STORAGE - TENANT IMPROVEMENT JOB NO. 912290301 TO CARLSBAD FIRE DEPARTMENT CARLSBAD, CA. SUBMITTED BY SIMPLEX/GRINNELL LP 9855 CARROLL CANYON ROAD SAN DIEGO, CA. 92131 FILE COPY CITY OF CARLSBAD FIRE DEPARTMENT. APPROVED ubject to field inspection and required tests, notations hereon, conditions In correspondence and conformance with applicable regula!Jpns. The stamping of these Øe J4dI not be held to permit or epprpf th1Ijtican of any law. A S 0so 193 Mo5oM tyco/fwe & Security SimplexGrinn eli 9855 Carroll Canyon Rd San Diego, California 92131 Tele: 858-740-0100 Far: 858-740-0157 SimplexOrinnell HYDRANT FLOW TEST REPORT Date of Test: Time of Test: Test Performed By: Test Witnessed By: Orifice used for testing: Size of orifice: Location of Flow Hydrant: Location of PSI Hydrant: Static Pressure (no flow): Residual Pressure Pitot Reading: 9-13-05 11:30 A.M. SIMPLEX GRINNELL & CARLSBAD FIRE DEPT. CARLSBAD FIRE DEPT. & WATER DEPT HYDRANT SMOOTH BORE.. . 2-112" . . . S.E. CORNER CORTE DEL ABETO &CORTE DEL NOGAL NORTH END OF CORTE DEL ABETO. 115 P.S.I. . 100 P.S.I. .. . 98 P.S.I. Test Results Summery Please address all questions or comments to: KIRK HOOTEN tyco / Fire & Security / SlmplexOrinnell 9855 Carroll Canyon Rd. San Diego, CA 92131 Tel: 858.740.0100 Fax: 858.740.0157 I PUBLIC STORAGE I 6211 CORTE DEL ABETO SEE ATTACHED FLOW TEST REPORT STATIC: 115 P.S.I. RES.: 100 P.S.I. FLOWING: 1660 G.P.M. EXISTING FIRE HYDRANT GAUGE HYDRANT CORTE DEL NOGAL EXISTING FIRE HYDRANT FLOW HYDRANT Attention: Model 350A (grooved body) and Model 350 (flange body) have different lay lengths. ASAsb[93 SPECIFICATION SUBMITTAL SHEET APPLICATION Designed for installation on potable water lines to protect against both backsiphonage and backpressure of polluted water into the potable water supply. The Model 350A shall provide protection where a potential health hazard does not exist. FEATURES Sizes: U 4" U 6" >11 811 Maximum working water pressure Maximum working water temperature Hydrostatic test pressure End connections (Grooved for steel pipe) (Flanged) OPTIONS (Suffixes can be combined) U - with flanged end NRS gate valves (standard) U FSC - with epoxy coated wye type strainer (flanged only) U G - with grooved end N RS gate valves U G - with grooved inlet gate connection and flanged outlet gate connection U FG - with flanged inlet gate connection and grooved outlet gate connection U L - less shut-off valves (grooved bodyconnections) U OSY - with flanged end OS&Y gate valves U OSYG - with grooved end OS&Y gate valves U BGVIC - with grooved end butterfly valves (See document #BF-350ABG VlCf or dimensions and approval status) ACCESSORIES U Repair kit (rubber only) U Thermal expansion tank (Model WXTP) U OS & Y Gate valve tamper switch (OSY-40) DIMENSIONS & WEIGHTS (do not include pkg.) STANDARDS COMPLIANCE (Hartz. & vertical) ASSE® Listed 1015 • AWWA Compliant C510 • IAPMO® Listed CSA® Certified UL® Classified • C-UL® Classified • FM® Approved Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California MATERIALS Main valve body Ductile Iron ASTM A 536 Grade 4 Access covers Ductile Iron ASTMA536 Grade 4 Coatings FDAApproved electrostatic epoxy finish Internals Stainless steel, 300 Series NORYLTM, NSF Listed Fasteners & springs Stainless Steel, 300 Series Seal ring EPDM (FDA approved) 0-ring Buna Nitrile (FDA approved) WOAOSYFSC k7E _ MODEL 175 PSI 140°F 350 PSI AWWA C606 ANSI 1316.1 Class 125 WEIGHT WITHOUT WITH NAS WITH OS&Y WITH NRS WITH OS&Y MODEL GATES GATES (GM GATES (GXF) GATES (G)G) GATES (G)(G) in. mm lbs. I kg lbs. I kg lbs. I kg lbs. I kg lbs. kg 4 100 76 34.5 220 100 230 104 194. 88 204 93 6 150 126 57.2 346 157 362 164 316 143 332 151 8 200 286 130 738 335 762 335 738 335 738 335 OIP&1.SION (approximate) MODEL B E E SE A LESS GATE C D OS&Y OS&Y E F G NRS GATE VALVES OJ CLOSE in. rim in. rim in. rim in. rim in. rim in. inn In. mu in. rim in. rim in. inn 4 1001 38 1965 1197/8 505 141/21114 18 1203 122 314 578 118 1/41464 114 3141375 1 6 1152 531/811349 6 150 47111941257/81657151/21140 11012,541301/8176512331416031 19 483 7 178 65 1651 8 200161518115651381/219781 10 12M Ill 127913731419591291/417431221/21572 181/21216 857/8121811 MODEL 35OAOSYG 63.1 126.2 189.3 8' (200mm) 1000 2000 3000 FLOW RATES (GPM) 252.4 104 -19 CL 69 35 I 4000 0 FLOW CHARACTERISTICS MODEL 350A 4" & 6" (STANDARD & METRIC) FLOW RATES (Us) 25.2 50.5 75.7 --_- - - - --= =----- - -- - __ - - -- - W. NE ----- - - - -IT,w_ - - -- -.-- - - -_- - _- -•-- __- --=..-- - - .--------- - - _- r • - - r - r -- - -- w • MODEL 350A 8"(STANDARD & METRIC) - FLOW RATES (Us) 101 1600 a *Rated Flow (Established by approval agencies) TYPICAL INSTALLATION '.ocal codes shall govern installation requirements. Unless therwise specified, the assembly shall be mounted at a ninimum of 12" (305mm) and a maximum of 30" (762mm) above adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged. DIRECTION OF FLOW E) INDOOR INSTALLATION MODEL 350ABGV1C Capacitythru Schedule40Pipe(GPM) Pipesize 5ft/sec 7.5ft/sec 10 ft/sec 15ft/sec 21/2" 75 112 149 224 115 173 230 346 198 298 397 595 6" 450 675 900 1351 8" 780 1169 1559 2339 10' 1229 1843 2458 3687 OUTDOOR INSTALLATION MODEL 350AFS SPECIFICATIONS The Double Check Backflow Prevention Assembly shall be ASSES Listed 1015, 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 NORYL TM, the stem shall be stainless steel (ASTM A 276) and the seat disc elastomers shall be EPDM. The :hecks shall be accessible for maintenance without removing the device from the line. The Double Check Backf low revention Assembly shall be a WILKINS Model 350A.. Page 2 of 2 WILKINS a Zum company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805/238-7100 Fax:805/238-5766 IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1 L2 Phone:905/405-8272 Fax:905/405-1292 Product Support Help Line: 1-877-BACKFLOW. (1-877-222-5356) 9 Webslte:http://www.zum.com A5oot 3 SIMPLEX GRINNELIJ 9855 CARROLL CANYON ROAD SAN DIEGO,CA 92131 HYDRAULIC CALCULATIONS FOR PUBLIC STORAGE - TENANT INMPROVEMENT MRA#1 - BLDG. G FILE NUMBER: PSC 01 DATE: 09-20-05 -DESIGN DATA- OCCUPANCY CLASSIFICATION: ORD. GRP. II DENSITY: .20 gpm/sq. ft. AREA OF APPLICATION: *1002 sq. ft. COVERAGE PER SPRINKLER: 130 sq. ft. max. NUMBER OF SPRINKLERS CALCULATED: 10 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 273.5 gpm TOTAL WATER REQUIRED (including hose): 523.5 gpm FLOW AND PRESSURE (@ BOR): 273.5 gpm @ 89.1 psi SPRINKLER ORIFICE SIZE: 1/2" inch NAME OF CONTRACTOR: CONSOLIDATED CONTRACTING SERVICE DESIGN/LAYOUT BY: AARON HOOTEN "MR. BUNGLE" AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: C-I6 802591 *AREA OF APPLICATION REDUCED PER NFPA #13 (1999), SECTION 7-2.3.2.4 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE #.2707013234) HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/20/2005 C:\HASSPROJECTS\PUBLIC STORAGE\PSC_01.SDF JOB TITLE: PUBLIC STORAGE- (BLDG. G) MRA#1 (.20/1002) WATER SUPPLY DATA SOURCE STATIC RESID. FLOW NODE PRESS. PRESS. @ TAG (PSI) (PSI) (GPM) SCM 115.0 100.0 1660.0 AGGREGATE FLOW ANALYSIS: AVAIL. TOTAL REQ'D PRESS. @ DEMAND PRESS. (PSI) (GPM) (PSI) 113.2 523.5 94.0 TOTAL FLOW AT SOURCE . 523.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 250.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 273.5 GPM NODE ANALYSIS DATA PRESSURE NODE TAG ELEVATION NODE TYPE TOTAL NORMAL DISCHARGE (FT) (PSI) (PSI) (GPM) 101 9.0 K= 5.60 21.6 21.6 26.0 102 9.0 K= 5.60 21.9 21.1 25.7 103 9.0 K= 5.60 24.1 22.2 26.4 104 9.0 K= 5.60 24.2 24.2 27.6 105 9.0 K= 5.60 25.0 24.1 27.5 106 9.0 K= 5.60 24.4 24.4 27.7 107 9.0 K= 5.60 25.2 24.3 27.6 108 9.0 K= 5.60 24.8 24.8 27.9 109 9.0 K= 5.60 25.5 . .24.5 27.7 .110 9.0 K= 5.60 27.6 . 27.6 29.4 1 9.0 - - - - 27.1 27.0 - - - 2 9.0 - -. - - 27.3 27.1 - - - 3 9.0 - - - - 27.4 . 27.1 - - - 4 . 9.0 - - - - 27.8 . 27.2 - - - 5 9.0 . - - - - 28.3 27.6 - - - A 9.0 -. - - - 41.1 40.4 - - - B 14.0 - - - - . 50.6 49.8 - - - C 14.0 - -. - - 64.8 64.1 - - - TR1 5.0 - - - - 87.2 . .87.1 - - - BR1 1.0 . -. - - - 89.1 89.0 - - - UG1 . 0.0 . . - -.- - 89.5 .89.5 - - - DC1 2.0 - - - - 88.7 88.7 - - - DC2 2.0 - - - - 92.7 92.7 - - - tJG2 0.0 HOSE STREAM 93.7 93.6 250.0 UG3 . 0.0 - - - - 94.0 93.9 - - - UG4 0.0 . - - - - 93.9 93.9 - - - SCM 0.0 SOURCE 94.0 94.0 523.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/20/2005 C:\HASSPROJECTS\PUBLIC STORAGE\PSC01.SDF JOB TITLE: PUBLIC STORAGE- (BLDG. G) MRA#1 (.20/1002) NODE ANALYSIS DATA PRESSURE NODE TAG ELEVATION NODE TYPE TOTAL NORMAL DISCHARGE (FT) (PSI) (PSI) (GPM) PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT PN DISC. VEL(FPS) HW(C) (FT) sum. NODES (FT) (PSI) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -26.0 1.380 PL 6.50 PF 0.4 101 9.0 21.6 21.6 26.0 5.6 120 FTG ---.- PE 0.0 102 9.0 21.9 21.1 25.7 0.056 TL 6.50 PV 0.2 Pipe: 2 -51.7 1.380 PL 11.00 PF 2.2 102 9.0 21.9 21.1 25.7 11.1 120 FTG ---- PE 0.0 103 9.0 24.1 22.2 26.4 0.198 TL 11.00 PV 0.8 Pipe: 3 -78.1 1.380 PL 1.00 PF 3.0 103 9.0 24.1 22.2 26.4 16.8 120 FTG T PE 0.0 1 9.0 27.1 27.0 0.0 0.425 TL 7.00 PV 1.9 Pipe: 4 -27.6 1.380 PL 13.00 PF 0.8 104 9.0 24.2 24.2 27.6 5.9 120 FTG ---- PE. 0.0 105 9.0 25.0 24.1 27.5 0.062 TL 13.00 PV 0.2 Pipe: 5 -55.1 1.380 PL 4.00 PF 2.2 105 9.0 25.0 24.1 27.5 11.8 120 FTG T PE 0.0 2 9.0 27.3 27.1 0.0 0.223 TL 10.00 PV 0.9 Pipe: 6 -27.7 1.380 PL 13.00 PF 0.8 106 9.0 24.4 24.4 27.7 5.9 120 FTG ---- PE 0.0 107 9.0 25.2 24.3 27.6 0.062 TL 13.00 PV 0.2 Pipe: 7 -55.2 1.380 PL 4.00 PF 2.2 107 9.0 25.2 24.3 27.6 11.8 120 FTG T PE. 0.0 3 9.0 27.4 27.1 0.0 0.224 TL 10.00 PV 0.9 Pipe: 8 -27.9 1.380 PL 10.50 PF 0.7 108 9.0 24.8 24.8 27.9 6.0 120 FTG ---- PE 0.0 109 9.0 25.5 24.5 27.7 0.063 TL 1.0.50 PV 0.2 Pipe: 9 - -55.6 1.380 PL 4.00 PF 2.3 109 9.0 25.5 24.5 27.7 11.9 120 FTG T PE 0.0 4 9.0 27.8 27.2 0.0 0.227 TL 10.00 PV 1.0 Pipe: 10 -29.4 1.380 PL 4.00 PF 0.7 110 9.0 27.6 27.6 29.4 6.3 120 FTG T PE 0.0 5 9.0 28.3 27.6 0.0 0.070 TL 10.00 PV 0.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS . Page 4 DATE: 9/20/2005 C:\HASSPROJECTS\PUBLIC STORAGE\PSCO1.SDF JOB TITLE: PUBLIC STORAGE- (BLDG. G) MRA#1 (.20/1002) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT PN DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (PSI) (PSI) (GPM) FL/FT (PSI) Pipe: 11 -78.1 3.260 PL 15.00 PF 0.2 1 9.0 27.1 27.0 0.0 3.0 120 FTG 2L PE 0.0 2 9.0 27.3 27.1 0.0 0.006 TL 29.00 PV 0.1 Pipe: 12 -133.2 3.260 PL 10.00 PF 0.2 2 9.0 27.3 27.1 0.0 5.1 120 FTG ---- PE 0.0 3 9.0 27.4 27.1 0.0 0.017 TL 10.00 PV 0.2 Pipe: 13 . -188.4 3.260 PL 10.00 PF 0.3 3 9.0 27.4 27.1 0.0 7.2 120 FTG ---- PE 0.0 4 9.0 27.8 27.2 0.0 0.033 TL 10.00 PV 0.4 Pipe: 14 -244.0 3.260 PL 10.00 PF 0.5 4 9.0 27.8 2.7.2 0.0 9.4 120 FTG ---- PE 0.0 5 9.0 28.3 27.6 0.0 0.053 TL 10.00 PV 0.6 Pipe: 15 . -273.5 3.260 PL 181.00 PF 12.8 5 9.0 28.3 27..6 0.0 10.5 120 FTG 2L PE 0.0 A 9.0 41.1 40.4 0.0 0.066 TL 195.00 PV 0.7. Pipe: 16 -273.5 3.260 PL 142.00 PF 11.6 A 9.0 41.1 40.4 0.0 10.5 120 FTG 5L PE -2.2 B 14.0 50.6 49.8 0.0 0.066 TL 177.00 PV 0.7 Pipe: 17 -273.5 3.260 PL 210.00 PF 14.3 B 14.0 50.6 49.8 0.0 10.5 120 FTG L PE 0.0 C 14.0 64.8 64.1 0.0 0.066 TL 217.00 PV 0.7 Pipe: 18 -273.5 3.260 PL 204.00 PF 18.5 C 14.0 64.8 64.1 0.0 10.5 120 FTG T3LCB PE 3.9 TR1 5.0 87.2 87.1 0.0 0.066 TL 281.00 PV 0.7 Pipe: 19 -273.5 6.357 PL 4.00 PF 0.1 TR1 5.0 87.2 87.1 0.0 2.8 120 FTG CB PE 1.7 BR1 1.0 89.1 89.0 0.0 0.003 TL 57.00 PV 0.1 Pipe: 20 . -273.5 8.390 PL 10.00 PF 0.0 BR1 1.0 89.1 89.0 . 0.0 1.6 140 FTG L PE 0.4 TJG1 0.0 89.5 89.5 0.0 0.000 TL 32.00 PV 0.0 Pipe: 21 -273.5 7.980 PL 90.00 PF 0.1 UG1 0.0 89.5 89.5 0.0 1.8 150 FTG 3LG PE -0.9 DC1 2.0 88.7 88.7 0.0 0.001 TL 156.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/20/2005 C:\HASSPROJECTS\PUBLIC STORAGE\PSC01.SDF JOB TITLE: PUBLIC STORAGE- (BLDG. G) MRA#1 (.20/1002) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT PIT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (PSI) (PSI) (GPM) FL/FT (PSI) Pipe: 22 FIXED PRESSURE LOSS DEVICE DC2 2.0 0.0 92.7 0.0 4.0 psi, 273.5 gpm DC1 2.0 0.0 88.7 0.0 Pipe: 23 1 -273.5 7.980 PL 42.00 PF 0.1 DC2 2.0 92.7 92.7 0.0 1.8 150 FTG T2L PE 0.9 UG2 0.0 93.7 93.6 250.0 0.001 TL 135.00 PV 0.0 Pipe: 24 -364.0 7.980 PL 225.00 PF 0.3 UG2 0.0 93.7 93.6 250.0 2.3 150 FTG TL- PE '0.0 UG3 0.0 94.0 93.9 0.0 0.001 TL 298.00 PV 0.0 Pipe: 25 -159.4 7.980 PL 970.00 PF 0.2 UG2 0.0 93.7 93.6 250.0 1.0 150 FTG T2L PE 0.0 UG4 0.0 93.9 93.9 0.0 0.000 TL 1063.00 PV 0.0 Pipe: 26 -159.4 7.980 PL 310.00 PF 0.1 UG4 0.0 93.9 93.9 0.0 1.0 150 FTG ---- PE 0.0 UG3 0.0 94.0 93.9 0.0 0.000 TL 310.00 PV 0.0 Pipe: 27 -523.5 7.980 PL 50.00 PF 0.1 U63 0.0 94.0 93.9 0.0 34 150 FTG ---- PE 0.0 SCM 0.0 94.0 94.0 (N/A) 0.002 TL 50.00 PV 0.1 NOTES: (1) Calculations were performed by the HASS 7.6 computer program under license no. 2707013234 granted by HRS Systems, Inc. 4792 LaVista Road Tucker,, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.008 gpm and a maximum imbalance at any node of 0.197 gpm. Velocity pressures have been included in the calculation of the system pressures and flows. Maximum water velocity is 16.8 ft/sec at pipe 3. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/20/2005 C:\KASSPROJECTS\PUBLIC STORAGE\PSC01.SDF JOB TITLE: PUBLIC STORAGE- (BLDG. G) MRA#1 (.20/1002) (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter . Equivalent Fitting Lengths in Feet (i n) E .T L C B G A D N• Eli Tee LngEil ChkVlv BfyVlv GatVlv AlmChk DPV1v NPTee 1.380 3.00 6.00 . 2.00 7.00 6.00 1.00 .10.00 10.00 6.00 PAGE: B MATERIAL: THNWL . HWC: 120 . . Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 3.260 10.00 20.00 7.00 22.00 14.00 1.00 18.00 18.00 20.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L.. C B G N Eli Tee LngEll ChkVlv BfyVlv GatVlv NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 PAGE: E MATERIAL.: PVC150 HWC: 150 . . . Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEil ChkVlv BfyVlv GatVlv NPTee 7.980 27.00 53.00 20.00 68.00 18.00 6.00 53.00 0 0 0 clq 0 0 H 0 0 H SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/20/2005 C:\HASSPROJECTS\PUBLIC STORAGE\PSCO1.SDF JOB TITLE: PUBLIC STORAGE- (BLDG. G) MRA#1 (.20/1002) N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 clq 0 co '.0 10 H SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 9/20/2005 C:\HASSPROJECTS\PUBLIC STORAGE\PSC01.SDF JOB TITLE: PUBLIC STORAGE- (BLDG. G) MRA#]. (.20/1002) WATER SUPPLY CURVE 120+ I 0 \\\\\\\\ 110+ \\\\\\\ I \\\\\\\\ I \\\\\\\\ I \\\\\\\ 100+ 100.0 psi @ 1660 gpm-> * I Flow Test Point x. 90+ P 80+ RI El SI S 70+ UI RI El 60+ 40+ 30+ ------------- 20+ LEGEND I X = Required Water Supply " 94.04 psi @ 523.5 gpm 10+ I 0 = Available Water Supply " I 113.23 psi © 523.5 gpm SIMPLEX GRINNELL 9855 CARROLL CANYON ROAD SAN DIEGO,CA 92131 HYDRAULIC CALCULATIONS FOR PUBLIC STORAGE - TENANT INMPROVEMENT MRA#2 - BLDG. F FILE NUMBER: PSC 02 DATE: 09-20-05 -DESIGN DATA- OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ BOR): SPRINKLER ORIFICE SIZE: NAME OF CONTRACTOR: DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION ORD. GRP. II .20 gpm/sq. ft. *1008 sq. ft. 130 sq. ft. max. 10 sprinklers 267.3 gpm 517.3 gpm 267.3 gpm @ 79.9 psi 1/2" inch CONSOLIDATED CONTRACTING SERVICE AARON HOOTEN "MR. BUNGLE" CARLSBAD FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: C-16 802,591 . . *AREA OF APPLICATION REDUCED PER NFPA #13 (1999), SECTION 7-2.3.2.4 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 2707013234) HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/20/2005 C:\HASSPROJECTS\PUBLIC STORAGE\PSC 02 .SDF JOB TITLE: PUBLIC STORAGE - (BLDG. F) MRA#2 (.20/1008) WATER SUPPLY DATA SOURCE STATIC RESID. FLOW NODE PRESS. PRESS. @ TAG (PSI) (PSI) (GPM) SCM 115.0 100.0 1660.0 AVAIL. TOTAL REQ'D PRESS. @ DEMAND PRESS. (PSI) :(GPM) (PSI) 113.3 517.3 84.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 517.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM- OTHER HOSE STREAM ALLOWANCES 250.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 267.3 GPM NODE ANALYSIS DATA PRESSURE NODE TAG ELEVATION NODE TYPE TOTAL NORMAL DISCHARGE (FT) (PSI) (PSI) (GPM) 201 9.0 K= 5.60 21.6 21.6 26.0 202 .9.0 K= 5.60 22.1 21.3 25.8 203 9.0 K= 5.60 24.1 22.2 26.4. 204 9.0 K= 5.60 21.9 2.1.9 26.2 205 9.0 K= 5.60 22.4 .21.6 26.0 - 206 9.0 K= 5.60 24.5 22.5 26.6 207 9.0 K= 5.60 22.4 22.4 26.5 208 9.0 K= 5.60 23.0 22.1 26.3 209 9.0 K= 5.60 25.0 23.1 26.9 210 9.0 K= 5.60 29.8 29.8 30.5 6 9.0 - - - - 27.9 27.8 7 . 9.0 - - - - 28.3 27.8 - - - 8 9.0 - - - - 29.0 27.7 - - - 9 :9.0 - - - - 30.4 . 28.8 - B 14.0 - - - - 42.8 42.1 - - - C 14.0 - - - - 56.5 55.8 - - TR1 5.0 - - - - 78.1 BR1 1.0 - - - - 79.9 79.9 - - - UG1 0.0 - - - - 80.4 80.4 - - DC]. 2.0 - - - - 79.6 79.6 - - - DC2 2.0 . - - - - 83.6 83.6 - - UG2 0.0 HOSE STREAM 84.6 84.5 250.0 UG3 0.0 - - - - 84.8 84.8 - - - UG4 0.0 - - - - 84.8 84.8 - - - SCM 0.0 SOURCE 84.9 84.9 517.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/20/2005 . C:\HASSPROJECTS\PUBLIC STORAGE\PSC 02. SDF JOB TITLE: PUBLIC STORAGE - (BLDG. F) MRA#2 (.20/1008) PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT PN DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (PSI) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -26.0 1.380 PL 10.00 PF 0.6 201 9.0 21.6 21.6 26.0 5.6 120 FTG ---- PE 0.0 202 9.0 22.1 21.3 25.8 0.056 TL 10.00 PV 0.2 Pipe: 2 -51.8 1.380 PL 10.00 PF 2.0 202 9.0 22.1 21.3 25.8 11.1 120 FTG ---- PE 0.0 203 9.0 24.1 .22.2 26..4 0.199 TL 10.00 PV 0.8 Pipe: 3 . -78.2 1.380 PL 3.00 PF 3.8 203 9.0 24.1 22.2 26.4 16.8 120 FTG T PE 0.0 6 9.0 27.9 27.8 0.0 0.427 TL 9.00 PV 1.9 Pipe: 4 -26.2 . 1.380 PL 10.00 PF 0.6 204 9.0 21.9 21.9 26.2 5.6 120 FTG ---- PE 0.0 205 9.0 22.4 21.6 26.0 0.056 TL 10.00 PV 0.2 Pipe: 5 -52.2 1.380 PL 10.00 PF 2.0 205 9.0 22.4 21.6 26.0 11.2 120 FTG ---- PE 0.0 206 9.0 2.4.5 22.5 26.6 0.202 TL 10.00 PV 0.8 Pipe: 6 . -78.8 1.380 PL 300 PF 3.9 206 9.0 24.5 22.5 26.6 16.9 120 FTG T PE 0.0 7 9.0 28.3 27.8 0.0 0.432 TL 9.00 PV 1.9 Pipe: .7 -26.5 1.380 PL 10.00 PF 0.6 207 9.0 22.4 22.4 . 26.5 5.7 120 FTG ---- PE 0.0 208 9.0 123.0 22.1 .26.3 0.058 TL 10.00 PV 0.2 Pipe: 8 . -52.8 1.380 PL 10.00 PF 2.1 208 9.0 23.0 22.1 26.3 11.3 120 FTG ---- PE 0.0 209 9.0 25.0 23.1 . 26.9 0.206 TL 10.00 PV 0.9 Pipe: 9 -79.7 1.380 PL 3.00 PF 4.0 209 9.0 25.0 23.1 26.9 1.7.1 120 FTG T PE 0.0 8 9.0 29.0 27.7 0.0. 0.442 TL 9.00 .PV 2.0 Pipe: 10 -30.5 1.380 PL 3.00 PF 0.7 210 9.0 29.8 29.8 30.5 6.6 120 FTG T PE 0.0 9 9.0 30.4 28.8 0.0 0.075 TL 9.00 PV 0.3 Pipe: 11 -78.2 2.635 PL 10.00 PF 0.4 6 9.0 27.9 27.8 0.0 4.6 120 FTG 2L PE 0.0 7 9.0 28.3 27.8 0.0 0.018 TL 22.00 PV 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/20/2005 C:\HASSPROJECTS\PUBLIC STORAGE\PSCO2.SDF JOB TITLE: PUBLIC STORAGE - (BLDG. F) MRA#2 (.20/1008) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT PN DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (PSI) (PSI) (GPM) FL/FT (PSI) Pipe: 12 -157.0 2.635 PL 10.00 PF 0.7 7 9.0 28.3 27.8 0.0 9.2 120 FTG ---- PE 0.0 8 9.0 29.0 27.7 0.0 0.066 TL 10.00 PV 0.6 Pipe: 13 -236.7 2635 PL 10.00 PF 1.4 8 9.0 29.0 27.7 0.0 13.9 120 FTG ---- PE 0.0 9 9.0 30.4 . 28.8 0.0 0.142 TL 10.00 PV 1.3 Pipe: 14 -267.3 2.635 PL. 47.00 PF 14.6 9 9.0 30.4 28.8 0.0 15.7 120 FTG T3L PE -2.2 B 14.0 42.8 42.1 0.0 0.178 TL 82.00 PV 1.7 Pipe: 15 -267.3 3.260 PL 210.0.0 PF 13.7 B 14.0 42.8 42.1 0.0 10.3 120 FTG L PE 0.0 C 14.0 56.5 55.8 0.0 0.063 TL 217.00 PV 0.7 Pipe: 16 -267.3 3.260 PL 204.00 PF 17.7 C 14.0 56.5 55.8 0.0 10.3 120 FTG T3LCB PE . 3.9 TR1 5.0 78.1 78.0 0.0 0.063 TL 281.00 PV 0.7 Pipe: 17 -267.3 6.357 PL. 4.00 PF 0.1 TR1 5.0 78.1 78.0 0.0 2.7 120 FTG CB PE 1.7 BR1 1.0 799 79.9 0.0 0.002 TL 57.00 PV 0.0 Pipe: 18 -267.3 8.390 PL 10.00 PF 0.0 BR1 1.0 79.9 79.9 0.0 1.6 140 FTG L PE 0.4 UG1 0.0 80.4 80.4 . 0.0 0.000 TL 32.00 PV 0.0 Pipe: 19 -267.3 7.980 PL 90.00 PF 0.1 UG1 0.0 80.4 80.4 0.0 1.7 150 FTG 3LG PE -0.9 DC1 2.0 79;6 79.6 0.0. 0.001 TL 156.00 PV 0.0 Pipe: 2.0 FIXED PRESSURE LOSS DEVICE DC2 2.0 0.0 83.6 0.0 4.0 psi, 267.3 gpm. 'DCl 2.0 0.0 79.6 0.0 Pipe: 21 -267.3 7.980 PL 42.00 PF 0.1 DC2 2.0 83.6 83.6 0.0 1.7 150 FTG T2L PE 0.9 UG2 0.0 84.6 84.5 250.0 0.001 TL 135.00 PV 0.0 Pipe: 22 -359.7 7.980 PL 225.00 PF 0.3 UG2 0.0 84.6 84.5 250.0 2.3 150 FTG TL PE 0.0 UG3 0.0 84.8 84.8 0.0 0.001 TL 298.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/20/2005 . . C:\HASSPROJECTS\PUBLIC STORAGE\PSC 02 .SDF JOB TITLE: PUBLIC STORAGE - (BLDG. F) MRA#2 (.20/1008) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT PN DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (PSI) (PSI) (GPM) FL/FT (PSI) Pipe: 23 . -157.5 7.980 PL 970.00 PF 0.2 UG2 0.0 84.6 84.5 250.0 1.0 150 FTG T2L PE 0.0 UG4 0.0 84.8 84.8 0.0 0.000 TL 1063.00 PV 0.0 Pipe: 24 -157.5 7.980 PL .310.00 PF 0.1. UG4 0.0 84.8 84.8 0.0 1.0 150 FTG ---- PE 0.0 UG3 0.0 84.8 84.8 0.0 0.000 TL 310.00 PV 0.0 Pipe: 25 . . -517.3 7.980 PL 50.00 PF 0.1 UG3 0.0 •84.8 84.8 0.0 3.3 150 FTG ---- PE 0.0 SCM 0.0 84.9 84.9 (N/A) 0.002 TL 50.00 PV 0.1 NOTES: Calculations were performed by the HASS 7.6 computer program under license no. 2707013234 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.103 gpm. Velocity pressures have been included in the calculation of the system pressures and flows.. Maximum water velocity is 17.1 ft/sec at pipe 9. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP . . PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.380 3.00 6.00 2.00. 7.00 6.00 1.00 10.00 16.00 6.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS •Page 6 DATE: 9/20/2005 C:\HASSPROJECTS\PUBLIC STORAGE\PSC_02 .SDF JOB TITLE: PUBLIC STORAGE - (BLDG. F) MRA*2 (.20/1008) PAGE: B MATERIAL: THNWL HWC: 120 Diameter . . Equivalent Fitting Lengths in Feet (in) E T L C B G A Eli Tee LngEll ChkVlv Bfysllv GatVlv AlmChk 2.635 8.00 17.00 6.00 19.00 10.00 1.00 14.00 3.260. 10.00 20.00 7.00 22.00 14.00 1.00 18.00 6.357 18.00. 38.00 11.00 40.00 13.00 4.00 35.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEll ChkVlv BfyViv GatVlv NPTee 8.390 31.00 59.00 22.00.. 76.00 20.00 7.00 59.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEll ChkVlv BfyVlv GatVlv . NPTee 7.980 27.00 53.00 20.00 68.00 18.00 6.00 53.00 D N DPVlv NPTee 14.00 17.00 18.00 20.00 35.00 38.00 0 0 0 C..' 0 0 co Cl) iR 0 0 to o 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/20/2005 C:\HASSPROJECTS\PUBLIC STORAGE\PSCO2.SDF JOB TITLE: PUBLIC STORAGE - (BLDG. F) MRA#2 (.20/1008) 0 0 0 0 0 0 0 C 0 0 0 0 0 ('.1 0 Go tO C..' H SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 9/20/2005 C:\HASSPROJECTS\PUBLIC STORAGE\PSC_02.SDF JOB TITLE: PUBLIC STORAGE - (BLDG. F) MRA*2 (.20/1008) WATER SUPPLY CURVE 120+ I 0 \\\\\\\\ 110+ \\\\\\\ I \\\\\\\\ I \\\\\\\\ I \\\\\\\ 100+ 100.0 psi @ 1660 gpm-> * I Flow Test Point 90+ x P 80+ RI El SI S 70+ ü I RI 60+ 40+ 30+ 20+ LEGEND It I It I X = Required Water Supply 1 84.92 psi @ 517.3 gpm 10+ I 0 = Available Water Supply I 113.26 psi @ 517.3 gpm 1 I It SIMPLEX GRINNELL 9855 CARROLL CANYON ROAD SAN DIEGO,CA 92131 HYDRAULIC CALCULATIONS FOR PUBLIC STORAGE - TENANT INMPROVEMENT MRA#3 - BLDG. D - E FILE NUMBER: PSC 03 - DATE: 09-20-05 -DESIGN DATA- OCCUPANCY CLASSIFICATION: ORD. GRP. II DENSITY: .20 gpm/sq. ft. AREA OF APPLICATION: *908 sq. ft. COVERAGE PER SPRINKLER: 130 sq. ft. max. NUMBER OF SPRINKLERS CALCULATED: 9 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED.: 237.2 gpm TOTAL WATER REQUIRED (including hose): 487.2 gpm • • FLOW AND PRESSURE (@ BOR): 237.2 gpm.@ 72.3 psi. SPRINKLER ORIFICE SIZE: 1/2" inch NAME OF CONTRACTOR: CONSOLIDATED CONTRACTING SERVICE DESIGN/LAYOUT BY: AARON HOOTEN "MR. BUNGLE" AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT . CONTRACTOR CERTIFICATION NUMBER: C-16 802591 *AREA OF APPLICATION REDUCED PER NFPA #13 (1999)., SECTION 7-2.3.2.4 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 2707013234) HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/20/2005 C:\HASSPROJECTS\PUBLIC STORAGE\PSC_03 .SDF JOB TITLE: PUBLIC STORAGE (BLDG. D & E) - MRA#3 (.20/908) WATER SUPPLY DATA SOURCE STATIC RESID. FLOW NODE PRESS. PRESS. @ TAG (PSI) (PSI) (GPM) SCM. 115.0 100.0 1660.0 AVAIL. TOTAL REQ'D PRESS. @ DEMAND PRESS (PSI) (GPM) (PSI) 113.4 487.2 78.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE . , 4872 GPM' TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE' STREAM ALLOWANCES 250.0 GPM. TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 237.2 GPM NODE ANALYSIS DATA PRESSURE NODE TAG ELEVATION NODE TYPE TOTAL NORMAL DISCHARGE (FT) (PSI) (PSI) (GPM) 301 9.0 K= 5.60 21.6 21.6 26.0 302 ' 9.0 K= 5.60 22.1 21.3 25.8 303 9.0 K= 5.60 21.6 21.6 26.0' 304 9.0 'K= 5.6.0 22.2 21.4 25.9. 305 9.0 K= 5.60 21.9 21.9 26.2 306 9.0 K= 5.60 22.5 21.6 26.0 307 9.0 K= 5.60 22.5 22.5 26.6 '308 9.0 K= 5.60 23.1 22.2 26.4 309 9.0 K= 5.60 25.4 25.4 28.2 11 9.0 - - - - 23.7 23.6 - - - 12 9.0 - - - - 23.8 23.5 - - - 13 9.0 . -. - - 24.1 .23.5 - - - 14 9.0 - - - - 24.8 23.7 - - 15 ' 9.0 .- - -. - 25.9 24.6 C 14.0 - - - - 52.3 51.8 - - - TR1 5.0 - - - - 70.4 70.4 - - - BR1 1.0 - - - - 72.3 72.2 UG1 0.0 - - - - 72.7 72.7 - - - DC1 2.0 - - - - 71.9 71.9 - - - DC2 2.0 - - -. 76.9 76.9 - - - UG2 '0.0 ' HOSE STREAM 77.8 :77.8 250.0 UG3 0.0 - - - - 78.1 78.0 - - - UG4 0.0 - - - - 78.0 78.0 - - - SCM 0.0 SOURCE 78.2 78.2 487.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/20/2005 C:\HASSPROJECTS\PUBLIC STORAGE\PSC_03 .SDF JOB TITLE: PUBLIC STORAGE (BLDG. D & E) - MRA#3 (.20/908) PIPE DATA PIPE TAG . . . Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT PN DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (PSI) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -26.0 1.380 PL 10.00 PF . 0.6 301 9.0 21.6 21.6 26.0 5.6 120 FTG ---- PE .0.0 302 9.0 22.1 21.3 25.8 0.056 TL 10.00 PV 0.2 Pipe: 2 -51.8 1.380 PL 2.00 PF 1.6 302 9.0 22.1 21.3 25.8 11.1 120 FTG T PE 0.0 11 9.0 23.7 23.6 0.0 0.199 TL 8.00 PV 0.8 Pipe: 3 -26.0 1.380 PL 10.00 PF 0.6 303 9.0 21.6 21.6 26.0 5.6 120 FTG ---- PE 0.0 304 9.0 22.2 21.4 25.9 0.056 TL 10.00 PV 0.2 Pipe: 4 -51.9 1.380 PL 2.00 PF 1.6 304 9.0 22.2 21.4 25.9 11.1 120 FTG T PE 0.0 12 9.0 23.8 23.5 0.0 0.200 TL 8.00 PV 0.8 Pipe: 5 -26.2 1.380 PL 10.00 PF 0.6 305 9.0 21.9 21.9 26.2 5.6 120 FTG ---- PE 0.0 306 9.0 22.5 21.6 26.0 0.056 TL 10.00 PV 0.2 Pipe: 6 -52.3 1.380 PL 2.00 PF 1.6 306 9.0 22.5 21.6 26.0 11.2 120 FTG T PE 0.0 13 9.0 24.1 23.5 0.0 0.202 TL 8.00 PV 0.8 Pipe: 7 . -26.6 1.380 PL 10.00 PF 0.6. 307 . 9.0 22.5 22.5 26.6 5.7 120 FTG ---- PE 0.0 308 9.0 23.1 22.2 26.4 0.058 TL 10.00 PV 0.2 Pipe: 8 -53.0 1.380 PL 2.00 PF 1.7 308 9.0 23.1 22.2 26.4 11.4 120 FTG T PE 0.0 14 9.0 24.8 23.7 0.0 0.207 TL 8.00 PV 0.9 Pipe: 10 . . -28.2 1.380 PL 2.00 PF 0.5 309 9.0 25.4 25.4 28.2 6.0 120 FTG T PE 0.0 15 9.0 25.9 24.6 0.0 0.065 TL 8.00 PV 0.2 Pipe: 11 . -5.1.8 2.635 PL 10.00 PF 0.1 11 9.0 23.7 23.6 0.0 3.0 120 FTG ---- PE 0.0 12 9.0 23.8 23.5 0.0 0.009 TL 10.00 PV 0.1 Pipe: 12 -103.8 2.635 PL 10.00 PF 0.3 12 9.0 23.8 23.5 0.0 6.1 120 FTG ---- PE 0.0 13 9.0 24.1 23.5 0.0 0.031 TL 10.00 PV 0.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/20/2005 C:\HASSPROJECTS\PUBLIC STORAGE\PSC 03 .SDF JOB TITLE: PUBLIC STORAGE (BLDG. D & E) - MRA#3 (.20/908) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT PN DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (PSI) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -156.0 2.635 PL 10.00 PF 0.7 13 9.0 24.1 23.5 0.0 9.2 120 FTG ---- PE 0.0 14 9.0 24.8 23.7 0.0 0.066 TL 10.00 PV 0.6 Pipe: 14 -209.0 2.635 PL 10.00 PF 1.1 14 9.0 24.8 23.7 0.0 12.3 120 FTG ---- PE 0.0 15 9.0 25.9 24.6 0.0 0.113 TL 10.00 PV 1.0 Pipe: 15 -237.2 2.635 PL 166.00 PF 28.6 15 9.0 25.9 24.6 0.0 14.0 120 FTG T3L PE -2.2 C 14.0 52.3 51.8 0.0 0.142 TL 201.00 PV 1.3 Pipe: 18 -237.2 3.260 PL 204.00 PF 14.2 C 14.0 52.3 51.8 0.0 9.1 120 FTG T3LCB PE 3.9 TR1 5.0 70.4 70.4 0.0 0.050 TL 281.00 PV 0.6 Pipe: 19 -237.2 6.357 -PL 4.00 PF 0.1 TR1 5.0 70.4 70.4 0.0 2.4 120 FTG CB PE 1.7 BR1 1.0 72.3 72.2 0.0 0.002 TL 57.00 PV 0.0 Pipe: 20 -237.2 8.390 PL 10.00 PF 0.0 BR1 1.0 72.3 72.2 0.0 1.4 140 FTG L PE 0.4 UG1 0.0 :72.7 72.7 0.0 0.000 TL 32.00 PV 0.0 Pipe: 21 -237.2 7.980 PL 90.00 PF 0.1 UG1 0.0 72.7 72.7 0.0 1.5 150 FTG 3LG PE -0.9 DC1 2.0 71.9 71.9 0.0 0.000 TL 156.00 PV 0.0 Pipe: 22 FIXED PRESSURE LOSS DEVICE DC2 2.0 0.0 76.9 0.0 5.0 psi, 237.2 gpin DC1 2.0 0.0 71.9 0.0 Pipe: 23 -237.2 7.980 PL 42.00 PF 0.1 DC2 2.0 76.9 76.9 0.0 1.5 150 FTG T2L PE 0.9 UG2 0.0 77.8 77.8 250.0 0.000 TL 135.00 PV 0.0 Pipe: 24 -338.8 7.980 PL 225.00 PF 0.2 UG2 0.0 77.8 77.8 250.0 2.2 15.0 FTG TL PE 0.0 UG3 0.0 78.1 78.0 0.0 0.001 TL 298.00 PV 0.0 Pipe: 25 -148.4 7.980 PL 970.00 PF 0.2 UG2 0.0 77.8 77.8 250.0 1.0 150 FTG T2L PE 0.0 UG4 0.0 78.0 78.0 0.0 0.000 TL 1063.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/20/2005 C:\HASSPROJECTS\PUBLIC STORAGE\PSC 03 .SDF JOB TITLE: PUBLIC STORAGE (BLDG. D & E) - MRA#3 (.20/908) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT PN DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (PSI) (PSI) (GPM) FL/FT (PSI) Pipe: 26 -148.4 7.980 PL 310.00 PF 0.1 UG4 0.0 78.0 78.0 0.0 1.0 150 FTG ---- PE 0.0 UG3 0.0 78.1 78.0 0.0 0.000 TL 310.00 PV 0.0 Pipe: 27 -487.2 7.980 PL 50.00 PF 0.1 UG3 0.0 78.1 78.0 0.0 3.1 150 FTG ---- PE 0.0 SCM 0.0 78.2 78.2 (N/A) 0.002 TL 50.00 PV 0.1 NOTES: Calculations were performed by the HASS 7.6 computer program under license no. 2707013234 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.006 gpm and amaximum imbalance at any node of 0.127 gpm. Velocity pressures have been included in the calculation of the system pressures and flows. Maximum water velocity is 14.0 ft/sec at pipe 15. PIPE FITTINGS TABLE - Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll.ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/20/2005 C: \HASSPROJECTS\PUBLIC STORAGE\PSC_03 . SDF JOB TITLE: PUBLIC STORAGE (BLDG. D & E) - MRA#3 (.20/908) PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (±n) E T L C B G A Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk 2.635 8.00 17.00 6.00 19.00 10.00 1.00 14.00 3.260 10.00 20.00 7.00 22.00 14.00 1.00 18.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter . Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEll ChkVlv BfyVlv GatVlv NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00. D N DPV1v NPTee 14.00 17.00 18.00 20.00 35.00 38.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEll ChkVlv BfyVlv GatVlv NPTee 7.980 27.00 53.00 20.00 68.00 18.00 6.00 53.00 0 0 0 (N 0 0 co 0 '.0 0 0 • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/20/2005 C: \HASSPROJECTS\PUBLIC STORAGE\PSC_03 .SDF JOB TITLE: PUBLIC STORAGE (BLDG. D & E) - MRA#3 (.20/908) N 0 0 0 0 0 0 0 • • • • H 0 0 0 0 0 0 0 (N 0 co '.0 ' (N H SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 9/20/2005 C:\HASSPROJECTS\PUBLIC STORAGE\PSC 03 .SDF JOB. TITLE: PUBLIC STORAGE (BLDG. •D & E) - MRA#3 (..20/908) WATER SUPPLY CURVE 120+ I 0 \\\\\\\\ 110+ \\\\\\\ I \\\\\\\\ \\\\\\\\ I \\\\\\\ 100+ 100.0 psi @ 1660 gpm-> * I Flow Test Point 90+ P 80+ RI X El SI S 70+ UI RI El 60+ ( I SI I 50+ ) I 40+ 30+ 20+ LEGEND if I X = Required Water Supply I 78.15 psi @ 487.2 gpm 10+ II I 0 = Available Water Supply I 113.45 psi @ 487.2 gpm I 'I A~05'019S SIMPLEX GRINNELL 9855 CARROLL CANYON ROAD SAN DIEGO,CA 92131 HYDRAULIC CALCULATIONS FOR PUBLIC STORAGE - TENANT INMPROVEMENT MRA#4 - BLDG. A FILE NUMBER: PSC 04 DATE: 09-20-05 -DESIGN DATA- OCCUPANCY CLASSIFICATION: ORD. GRP. II DENSITY: .20 gpm/sq. ft. AREA OF APPLICATION: *ENTIRE AREA COVERAGE PER SPRINKLER: 130 sq. ft. max. NUMBER OF SPRINKLERS CALCULATED: 8 sprinklers . TOTAL SPRINKLER WATER FLOW REQUIRED: 211.7 gpm TOTAL WATER REQUIRED (including hose): 461.7 gpm FLOW AND PRESSURE (@ BOR): 211.7 gpm @ .74.4 Psi SPRINKLER ORIFICE SIZE: 1/2" inch NAME OF CONTRACTOR: . CONSOLIDATED CONTRACTING SERVICE DESIGN/LAYOUT BY: AARON HOOTEN "MR. BUNGLE" AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT . CONTRACTOR CERTIFICATION NUMBER: C-16 802591 *EA OF APPLICATION REDUCED PER NFPA #13 (1999), SECTION 7-2.3.2.4 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 2707013234) HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/20/2005 C:\HASSPROJECTS\PUBLIC STORAGE\PSC 04 .SDF JOB TITLE: PUBLIC STORAGE (BLDG. A) - MRA#4 (.20/ENTIRE-AREA) WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SCM 115.0 100.0 1660.0 113.6 461.7 80.2 AGGREGATE FLOW ANALYSIS: TOTAL. FLOW AT SOURCE . 461.7 GPM . .. TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 250.0 GPM ... . . . TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 211.7 GPM NODE ANALYSIS DATA PRESSURE NODE TAG ELEVATION NODE TYPE TOTAL NORMAL DISCHARGE (FT) (PSI) (PSI) (GPM) 401 9.0 K= 5.60 21.6 21.6 26.0 402 . 9.0 K= 560 22.1 21.3 25.8 .403 9.0 K= 5.60 21.8 21.8 26.1 - 404 9.0 . K= 5.60 22.3 21.5 26.0 405 9.0 K= 5.60 22.5 22.5 26.6 406 9.0 K= 5.60 23.1 22.2 26.4 407 9.0 K= 5.60 24.1 24.1 27.5 408 . 9.0 K= .5.60 24.7 :23.8 27.3. 16 9.0 - - - - 23.7 23.6 - - - 17 9.0 -- - - 23.9 .23.4 - - - 18 9.0 - - - - 24.8 .23.5 - - 19 9.0 : .- - - - 26.5 24.2 - - - D 14.0 - - - - 39.3 . 37.0 - - - TR2 . 5.0 -. - - - . 72.6 72.5 - - BR2 1.0 - - - - 74.4 . 74.4 - - - UG1 0.0 - - - 7.4.8 74.8 - - - DC1 2.0 - - - - 74.0 74.0 - - -. DC2 2.0 - - - - 79.0 79.0 - - UG2 0.0 HOSE STREAM 79.9 79.9 250.0 UG3 . 0.0 • . • - .- - - . 80.2 80.1 - - .- UG4 0.0 . • - - - - 80.1 .80.1 - - - SCM 0.0 SOURCE 80.2 80.2 461.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3. DATE: 9/20/2005 C:\HASSPROJECTS\PUBLIC STORAGE\PSC_04.SDF JOB TITLE: PUBLIC STORAGE (BLDG. A) - MRA#4 (.20/ENTIRE AREA) PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT PN DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (PSI) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -26.0 1.380 PL 10.00 PF 0.6 401 9.0 21.6 21.6 26.0 5.6 120 FTG ---- PE 0.0 402 9.0 22.1 21.3 25.8 0.056 TL 10.00 PV. 0.2 Pipe: 2 -51.8 1.380 PL 2.00 PF 1.6 402 9.0 22.1 21.3 25.8 11.1 120 FTG T PE. 0.0 16 9.0 23.7.23.6 0.0 0.199 TL 8.00 PV .0.8 Pipe: 3 -26.1 1.380 PL 10.00 PF 0.6 403 9.0 21.8 21.8 26.1 5.6 120 FTG ---- PE 0.0 404 9.0 22.3 21.5 26.0 0.056 TL 10.00 PV 0.2 Pipe: 4 -52.1 1.380 PL. 2.00 PF 1.6 404 9.0 22.3 21.5 26.0 11.2 120 FTG T PE .0.0 17 9.0 •23.9 •23.4 0.0 0.201 TL 8.00 PV 0.8 Pipe: 5 -26.6 1.380 PL 10.00 PF 0.6 405 9.0 22.5 22.5 26.6 5.7 120 FTG ---- PE: 0.0 406 9.0 23.1 22.2 26.4 0.058 TL 10.00 PV 0.2 Pipe: 6 -53.0 1.380 PL 2.00 PF 1.7 406 9.0 23.1 22.2 26.411.4 120 FTG T PE 0.0 18 9.0 24.8 23.5 0.0 0.207 TL 8.00 PV 0.9 Pipe: 7 . -27.5 1.380 PL 10.00 PF 0.6 407 9.0 24.1 24.1 27.5 5.9 120 FTG ---- PE 0.0 408 .9.0 24.7 23.8 27.3 0.062 TL 10.00 PV. 0.2 Pipe: 8 -54.8 1.380 PL 2.00 PF 1.8 408 9.0 24.7 23.8 27.3 11.8 120 FTG T PE 0.0 19 9.0 26.5 24.2 0.0 0.221 TL 8.00 PV 0.9 Pipe: 9 -51.8 2.157 PL 10.00 PF 0.2 16 9.0 23.7 23.6 0.0 4.6 120 FTG ---- PE 0.0 17 . 9.0 23.9 23.4 0.0 0.023 TL 10.00 PV 0.1 Pipe: 10 -103.9 2.157 PL .10.00 PF 0.8 17 9.0 2.3.9 23.4 0.0 9.1 120 FTG ---- PE 0.0 18 9.0 24.8 23.5 0.0 0.082 TL 10.00 PV 0.6 Pipe: 11 -156.9 2.157 PL 10.00 PF 1.8 18 9.0 24.8 23.5 0.0 13.8 120 FTG ---- PE 0.0 19 9.0 26.5 24.2 0.0 0.176 TL 10.00 PV 1.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/20/2005 . . . C:\HASSPROJECTS\PUBLIC STORAGE\PSC04.SDF JOB TITLE: PUBLIC STORAGE (BLDG. A) - MRA#4 (.20/ENTIRE AREA) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. PT PN DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (PSI) (PSI) (GPM) FL/FT (PSI) Pipe: 12 -211.7 2.157 PL 28.00 PF 15.0 19 9.0 26.5 24.2 0.0 18.6 120 FTG T3L PE -2.2 D 14.0 39.3 37.0 0.0 0.306 TL 49.00 PV 2.3 Pipe: 13 -211.7 2.157 PL 53.00 PF 29.4 D 14.0 39.3 37.0 0.0 18.6 120 FTG T3LCB PE 3.9 TR2 5.0 72.6 72.5 . 0.0 0.306 TL 96.00 PV 2.3 Pipe: 14 -211.7 6.357 PL - 4.00 PF 0.1 TR2 5.0 72.6 72.5 0.0 2.1. 120 FTG CE PE 1.7 BR2 1.0 74.4 74.4 0.0 0.002 TL 57.00 PV .0.0 Pipe: 15 . -211.7 8.390 PL 10.00 PF 0.0 BR2 1.0 74.4 74.4 0.0 1.2 140 FTG L PE 0.4 UG1 0.0 74.8 74.8 0.0 0.000 TL 32.00 PV 0.0 Pipe: 16 -211.7 7.980 PL 90.00 PF 0.1 UG1 0.0 74.8 74.8 0.0 1.4 150 FTG 3LG PE -0.9 DC1 2.0 74.0 74.0 0.0 0.000 TL 156.00 PV 0.0 . Pipe: 17 . FIXED PRESSURE LOSS DEVICE DC2 2.0 0.0 79.0 0.0 5.0 psi, 211.7 gpm DC1 2.0 0.0 74.0 0.0 Pipe: 18 -211.7 7.980 PL 42.00 PF 0.0 DC2 2.0 79.0 79.0 0.0 1.4 150 FTG T2L PE 0.9 UG2 0.0 .79.9 79.9 250.0 0.000 TL 135.00 PV 0.0 Pipe: 19 -321.1 7.980 PL 225.00 PF 0.2 UG2 0.0 79.9 79.9 250.0 2.1 150 FTG TL PE 0.0 UG3 0.0 .80.2 80.1 0.0 0.00.1 TL 298.00 PV 0.0 Pipe: 20 - . -140.6 7.980 PL 970.00 PF 0.2 UG2 0.0 79.9 79.9 250.0 0.9 150 FTG T2L PE 0.0 UG4 0.0 80.1 80.1 0.0 0.00.0 TL 1063.00 PV 0.0 Pipe: 21 -140.6 7.980 PL 310.00 PF 0.1 UG4 0.0 80.1 80.1 0.0 0.9 150 FTG ---- PE 0.0 UG3 0.0 80.2 80.1 0.0 0.000 TL 310.00 PV 0.0 Pipe: 22 -461.7 7.980 PL 50.00 PF 0.1 UG3 0.0 80.2 80.1 0.0 3.0 150 FTG ---- PE 0.0 SCM 0.0 80.2 80.2 (N/A) 0.001 TL 50.00 PV 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: • 9/20/2005 C:\HASSPROJECTS\PUBLIC STORAGE\PSC 04 . SDF JOB TITLE: PUBLIC STORAGE (BLDG. A) - MRA#4 (.20/ENTIRE AREA) NOTES: Calculations were performed by the HASS 7.6 computer program under license no. 2707013234 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.006 gpm and a maximum imbalance at any node of 0.119 gpm. velocity pressures have been included in the calculation of the system pressures and flows. Maximum water velocity is 18.6 ft/sec at pipe 13. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPvlv NPTee 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv Bfyvlv GatViv AlmChk DPvlv NPTee 2.157 6.00 12.00 3.00 14.00 8.00 1.00 12.00 12.00 12.00 6.357 18.00 38.00. 11.00 40.00 13.00 4.00 35.00 35.00 38.00 PAGE: D MATERIAL: DIRON HWC: 140 . Diameter Equivalent Fitting Lengths in Feet (in) E T L . C B G N Eli Tee LngE1l ChkVlv Bfyvlv Gatvlv NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/20/2005 C:\HASSPROJECTS\PUBLIC STORAGE\PSC04.SDF JOB TITLE: PUBLIC STORAGE (BLDG. A) - MRA*4 (.20/ENTIRE AREA) PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) •E T L C B G N Eli Tee LngEll ChkVlv BfyViv GatVlv NPTee 7.980 27.00 53.00 20.00 68.00 18.00 6.00 53.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/20/2005 C:\HASSPROJECTS\PUBLIC STORAGE\PSC04.SDF JOB TITLE: PUBLIC STORAGE (BLDG. A) - MRA*4 (.20/ENTIRE AREA) 0 0 0 0 0 co o 0 r14 N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N 0 co W V N HN14mmmowN -rl--. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 9/20/2005 C:\HASSPROJECTS\PUBLIC STORAGE\PSC04.SDF JOB TITLE: PUBLIC STORAGE (BLDG. A) - MRA#4 (.20/ENTIRE AREA) WATER SUPPLY CURVE 120+ I 0 \\\\\\\\ 110+ \\\\\\\ I \\\\\\\\ I \\\\\\\\ I \\\\\\\ 100+ 100.0 psi @ 1660 gpm-> I Flow Test Point 90+ P 80+ X RI El sI S 70+ UI RI El 60+ P I sI I 50+ ) I 40+ 30+ 20+ LEGEND I X = Required Water Supply I 80.24 psi @ 461.7 gpm 10+ I 0 = Available Water Supply " I 113.59 psi @ 461.7 gpm I I! A56goigs 2J( C1LAErb MATERIAL SUBMITTAL FOR PUBLIC STORAGE— TENANT IMPROVEMENT JOB NO. 912290301 TO CARLSBAD FIRE DEPARTMENT CARLSBAD, CA. SUBMITTED BY SIMPLEXIGRINNELL LP 9855 CARROLL CANYON ROAD SAN DIEGO, CA. 92131 Date:09-20-05 AsocoIct2 PUBLIC STORAGE #912290301 — OVERHEAD MATERIAL SUBMITTAL INDEX Item Description / Model No. 1. Steel Pipe Fire Sprinkler Pipe Data Chart Schedule 10, [A-I 35], (114 - 4") C. Domestic Schedule 40, [A-135], (1" -2") d. Foreign Black Schedule 40, EA-531, (2W' - 6") And Foreign Black Schedule 30, [A-53], (8") 2. Cast & Malleable Iron Fliftinasi Flanges. & Flanged Fittings 125# Cast Iron Screwed 90, 45, etc. 150# Malleable Iron Screwed Fittings 3. Grooved Couplings - Central Grooved Cover Sheet Central Grooved Coupling General Data C. Model #572 (250-500 PSI Rated) ci. Model #575 (250-300 PSI Rated) Model #772, #705, #707 (250-500 PSI Rated) Model #116 (300-350 PSI Rated) - g: Gasket Recommendations h. Fire Protection Submittal Sheets i. Victaulic Grooved Products General Data j. Style 07 Zero Flex Grooved Coupling k Style 75 Grooved Coupling• ..- I. Style 77 Grooved Coupling. . Style 750 Grooved Reducing Coupling Gruvlok Grooved Cover Sheet. . Gruvlok General Data P. Figure 7000 Lightweight Flexible Coupling Figure 7400 Ridgidlite Coupling Figure 7010 Reducing Coupling 4. Grooved Fittings Central Grooved Cover Sheet CentrálGróoved Fitting General Data Model #510 (90°), #519 (Tee), #501(45°) *** d - Model #312 (22.5°), #313 (11.50), #350 (Concentric Reducer), #351.( Eccentric Reducer) *** Model #750 Ada-Cap Model #730 Mechanical Tee - Threaded (175-300 PSI Rated) . Model #730.Mechanical Tee - Grooved (175-300 PSI Rated) Model #71 Grooved Flange (250 PSI Rated) Fire Protection Submittal Sheets VictaulicGrroved Products General Data k. Victaulic Grooved End Fittings I. Style 920 & 920N Mechanical Tee M. Style 741 Vic-Flange Adapter Gruvlok Grooved-Cover Sheet Gruvlok General Data Figure 7050s Standard 90 Elbow .Figure 7.051 Standard 45 Elbow Figure 7060s Standard Tee . Figure 7074 Cap Figure 7045 Clamp-T (Threaded Outlet) Manufacturer Spec.. Panes Par. 4 Allied Tube 2 Allied Tube . 2. Any 2 StäriGrinnell- ....... . . 9 - GrinneD Central •..• ::. I Central.....' Central ................ 2 Central :. . -. : 2 Centrbl lea. Central .: •.. •: I Central . : 2 Central - .3 Victaulic . .• •. . . ..2 Victaulic ; : . 2 Victaulic .. 2 Victaulic 2 Victaulic.- . •.. .. .. . 2 Gruvlok .. .. . .•• - I Gruvlok-- Gruvlok - . .. ... ... ... 1 Gruvlok:. : ...• . I Gruvlok s ............ 1 - Central . ......... i Central. ............ i -Central . .: : 2 Central 3 Central . I .Central. : .. Central . : ....... I. Central s I Central ..... :..- 7 Victaulic . .2 Victaulic . 4 Victaulic . 4 Victaulic - ... . 4 - - Gruvlok . . - : - '. .I GruvlOk- - I Gruvlok.. - . . ....... -.. -.. . 5- 1 Gruvlok . - 1. Gruvlok I Gruvlok I Gruvlok 3 1 FIRE SPRINKLER PIPE DATA CHART ALL PIPE IS RATED FOR 300 PSI SEE PIPE NOTES ON PAGE 9.1d * "EZ-FLOW FROM NORTHWEST PIPE-DOMESTIC Sb GTHS -ALLIED . CAP PRODUCT NOM. . . V=VENDOR GALLONS LEAD NPS . .Q WALL I.D.Wr.IFT. H20- f] F=FOUNDRY CRR PER FT. TIME I 1.660 0.062 1.53 . 08 1.82 . 61 (F) . 1.55 .0.097 STOCK I I4" 1.900 0.086 . 8 1.404 2.45 61 (V) 24-0/ - 2A4 0.125 STOCK 2.375 2203 1.769 3;46 37 (A) 24-0/21-0 . 0.202 STOCK 21,4" 2 . 0.086 2.703 2.357 4.90 .30 (A) 24-0/21-0 1.04 . 4 . STOCK .500. 0.093 3.314 3.268 7.07 19 (A).24-0/21-0 1.29 0.45 STOCK 4" 4.500 0.095 4310 4.327 10.72 19 (A) 24-0/210 1.00 0.764 CK 6" 6.625 0.120 6.385 8.340 21.70 10 (V)24-0/21-0 1.00 . 1.663 2-3D , SCHEDULE 10 W.O.N. * DOMESTIC ALLIED TUBE ASTM A-135. U.LJF.M. (U.O.N. 9 * "FLAME-OUT FROM NORTHWEST PIPE-DOMESTIC ** "FOREIGN ANY MANUFACTURER ASTMA-135, NOT U.LIF.M. STOCK LGTHS A=ALLIED CAP PRODUCT NOM. WTJFT. PCSI V=VENDOR GALLONS LEAD NPS O.D.WALL I.D. WTJFT. H20-FILLED jfl FFOUNDRY CRR PER FT. TIME I 1W ** 1.660. 0.109 1.442 1.810 2.52 61 (V) 24-0/21-0 - 0.085 . 6-8 WKS 1W 1.900 0.109 1.682 2.080 3.04 61 (V) 24-0/21-0 -- 0.115 STOCK 2.375 0.109 2.157 2.640 4.22 37 (V) 24-0/21-0 - 0.190 STOCK 2 1,4" 2.875 0.120 2.635 3.530 5.89 30 (V) 24-0/21-0 -- 0.283 STOCK 3.500 0.120 3.260 4.330 7.94 19 (V) 24-0/21-0 - 0.434 STOCK 4.500 0.120 4.260 5.610 11.78 19 (V) 24-0/21-0 - 0.740 STOCK 6" * 6.625 0.134 6.357 9.290 23.03 10 . (V) 24-0/21-0 - 1.649 STOCK 8" * 8.625 0.188 8.249 16.490 40.15 7 (V) 21-0 -- 2.776 1 WK Title: Fire Sprinkler Pipe Data Chart - Dyna-Flow & Schedule 10 Domestic Pipe • Revision Date: 04-05-02 R5 I Page No. 9.1a FIRE SPRINKLER PIPE DATA CHART ALL PIPE IS RATED FOR 300 PSI SEE PIPE NOTES ON PAGE 9.1d ... STOCK LXASOW A6LtE CAP PRODUCT NOM. .. cSVVENDOR GALLONS LEAD NPS WALL jQ WTJFT. H2O-FI IFT F=FOUNDRY CRR PER FT. TIME 1.327 1.73 70 ~0.110 24-0 1.1.854 . 2.54 51 24-0 21-0. 1.00 . STOCK 9 2.292 •. 3.22 44 24-0 21-0 1 00 .0.11.1 CK 2:360 0:128. 2.104 3.047 4.57 30 .24-0 21:0 1:00 0:195 STO. SCHEDULE 40 DOMESTIC ALLIED TUBE ASTM A-135, U.L./F.M. STOCK LGTHS A=ALLIED CAP PRODUCT NOM. WTJFT. PCS/ V=VENDOR GALLONS LEAD NPS O.D.WALL I.D. WTJFT. H20-FILLED LIFT F=FOUNDRY CRR PER FT. TIME (A) (V) 1" 1.315 0.133 1.049 1.680 2.05 70 24-0 21-0 1.00 0.045 STOCK 1 1/4" 1.660 0.140 1.380 2.270 2.93 51 24-0 21-0 1.00 0.078 STOCK I 'A" 1.900 0.145 1.610 2.720 3.61 44 24-0 21-0 1.00 0.106 STOCK 2" . 2.375 0.154 2.067 3.650 5.13 30 24-0 21-0 1.00 0.175 STOCK SCHEDULE 40 W.O.N. * FOREIGN. ANY MANUFACTURER ASTM A-53, NOT U.LJF.M. * SCHEDULE 30 STOCK LGTHS A=ALLIED . CAP PRODUCT . NOM. WTJFT. PCS/ V=VENDOR GALLONS LEAD NPS Q..Q WALL LQ.. WTJFT. H20-FILLED LIFT F=FOUNDRY CRR PER FT. TIME 2 /2" 2.875 0.203 2.469 5.793' 7.869. 18 (V) 21-0 1.00 0.249 1 WK . 3.500 0.216 3.068 7.580 10.780 14 • (V) 21-0 1.00 0.384 1 WK 4.500 0.237 4.026 10.790 16.300 10 V) 21-0 1.00 0.661 1 WK 6" 6.625 0.280 6.065 18.970 31.480 • . 7 (V) 21-0 1.00 1.501 1 WK 8" * 8.625 0.277 8.071 24.700 46.880 5 (V) 21-0 1.00 2.662 1 WK Title: Fire Sprinkler Pipe Data Chart - Dyna-Thread, Schedule 40 Domestic & Schedule 40 Foreign Pipe Revision Date: 04-05-02 R5 I Page No. 9.1b FIRE SPRINKLER PIPE DATA CHART ALL PIPE IS RATED FOR 300 PSI SEE PIPE NOTES ON PAGE 9.1d * * SCHEDULE 30 A= D CAP PRODUCT NOM. WTJFT. PC VENDOR GALLONS LEAD NPS O.D.WALL I.D.WTJFT. -FILLE T FFOUNDRY CRR PER FT. -TIME 1" 1.315 . 0.133 1.049 1.680 (V) .21-0 1.00 0.045 1 WK 1 1%" 1.660 0.140 1.380 220 2.93 . 42 •. .. 21-0 1.00 0.078 1 WK I Va" 1.900 0.145 1.6 720 3.61 36 ( 21-0 1.00 0106 I WK 2" 2.375 0.1542tT67 3.650 5.13 26 (V) 1.00 0.175 1 WK 2Y2" 2.875 JT25 2.469. 5.793 7.869 18 (V) 21-0 0.249 1 WK 6" 50b 6.625 8.625 .50c10.216 0.237 0.280 0.277 3.068 4.026 6.065 8.071 7.580 10.790 18.970 24.700 10.780 16.300 31 .480 46.880 14 10 7 5 .(V) 21-0 (V) 21-0 (V) 21-0 (V) 21-0 1.00. i:oo 1.00 1.00 384 0. 1.501 2.662 1 WK .1 WK WK 1 SCHEDULE 40 (U.O.N. *)DOMESTIC, ANY MANUFACTURER ASTM A-53, NOT. U.L./F.M. * SCHEDULE 30 STOCK LGTHS A--ALLIED. CAP PRODUCT NOM. WTJFT. PCS/ V=VENDOR GALLONS LEAD NPS O.D.WALL I.D. WTJFT. H20-FILLED LIFT F=FOUNDRY CRR PER FT. TIME 2 'A" 2.875 0.203 2.469 5.793 . 7.869 18 (V) 21-0 1.00 0.249 2-3 WKS 3.500 0.216 3.068 7.580 10.780 14 ('1) 21-0 1.00 0.384 2-3 .WKS 4.500 0.237 4.026 10.790 16.300 10 (V) 21-0 1.00 0.661 2-3 WKS 6" 6.625 0.280 6.065 18.970 31.480 7 (V) 21-0 1.00 1.501 2-3 WKS 8" * 8.625 0.277 8.071 24.700 46.880 5 (V) 21-0 1.00 2.662 2-3 .WKS Title: Fire Sprinkler Pipe Data Chart - Galvanized Schedule 40 Foreign & Schedule 40 Domestic Pipe Revision Date: 04-05-02 R5 I Page No. 9.1c FIRE-.SPRINKLER PIPE DATA CHART ALL PIPE IS RATED FOR 300 PSI SEE PIPE NOTES ON THIS PAGE * SCHEDULE 30 A- lED CAP PRODUCT NOM. WTJFT. PC =VENDOR GALLONS LEAD NPS Q. WALL I.D. WT./FT. -FILLE T F=FOUNDRY CRR PER FT. TIME 1". 1315 0.133 1.049 1.680 .05 (V) 21-0 1.00 0.045 4-8 WKS 1 1/4" 1.660 0.140 1.380 2.93 42 21-0 1.00 0.078 4-8 WKS I W 1.900 0.145 1 2.720 161 36 ( 21-0 1.00 0.106 . 4-8 WKS 2" 2.375 0.1 .067 3.650 5.13 26 (V) 1.00 - 0.175 4-8 WKS 21/2" 2.87 . 03 2.469 5.793 7.869 18 (V) 21-0 . 0.249 4-8 WKS 0 0.216. 3.068 7.580 10.780 14 (V) 21-0 1.00 84 4-8 WKS . 4.500 0.237 4.026 10.790 16.300 10 (V) 21-0 1.00 0.6 4-8 WKS 6" 6.625 0.280 6.065 18.970 31.480 7 (V) 21-0 1.00 1.501 WKS 8" * 8.625 0.277 8.071 24.700 46.880 5 (V) 21-0 1.00 2.662 4-8 PIPE NOTES 1. The following pipe is cut from the mill within 1/8" +11 of the lengths shown on these charts, that does not require a "Cut-Back": All Dyne Flow All EZ-Flow All Dyna Thread Flame-Out in 6" Only 2. A "Cut-Back" is a pipe cut that is required in the shop because a length of pipe only comes with a Mill Cut that is not exactly the length as shown on these charts; usually up to an inch longer or shorter. 3. The following pipe requires a "Cut-Back" to 20'-6", or 23'-6" if 24-0 lengths are available: a. Foreign Schedule 10, 1 1/4" and I %" only Flame-Out in 8" Only All foreign schedule 40, black or galvanized All domestic schedule 40, black or galvanized 4. For Standpipe systems, use only schedule 10 or 40 pipe, per NFPA #14. 5. For 1 ¼" Dyna-Flow pipe, use 1/2" maximum size welded POL outlets. For larger welded outlets (POL or GOL), use 1 1/2" Dyna-Flow or I i,: schedule 10 pipe. Title: Fire Sprinkler Pipe Data Chart - Galvanized Schedule 40 Domestic Pipe & Pipe Notes Revision Date: • 04-05-02 R5 I Page No. 9.1d MoFoiqS SWAY BRACE CALCULATIONS FOR PUBLIC STORAGE - REMODEL NEW PERIMETER STORAGE UNITS ATHRU G 6211 CORTE DEL ABETO - CARLSBAD, CA. SUBMITTED BY SIMPLEXIGRINNELL LP 9855 CARROLL CANYON ROAD SAN DIEGO, CA. 92131 Date:09-20-05 BRACE PIPE INFORMATION LENGTH OF BRACE: 7'-0' DIAMETER OF BRACE: 1' TYPE OF BRACE: LONG. ANGLE OF BRACE FROM VERTICAL: 45-59 LEAST RAID. OF GYR: 0.42 LJR VALUE: 200 MAX. HOIRIZ. LOAD: 2500 FASTENER INFORMATION STENER PER 1999 NFPA #13, 3.6-4.5.9 ORIENTATION FASTENER TO STRUCTURE PER . 64.5.9, DETAIL: H 'PE: THROUGH BOLT VIVEL ATTACHMENT 112"xl ABEDMENT: N/A ERUCTURE: STL. ZEE PURLIN D. PER BRACE: 1 X. ALLOW. LOAD: 1830 gg State Lic. c-i 6802591 ASO'"c1 tqco Fi fecurftye Simplex6swinnelf 9588 CARROLL CANYON RD., SAN DIEGO CA 92131 PHONE (858) 740-0100 FAX (858) 740-0156 FIRE SPRINKLER SYSTEM-SEISMIC BRACING CALCULATIONS PER NFPA 13 (1999 EDITION) PROJECT: PUBLIC STORAGE - CARLSBAD LEVEL: GROUND LEVEL CONTRACT#: 912290301 OSHPD#: N/A AREA: ALL 3" MAIN bKAUt LiLbIUNA 1W = SEISMIC BRACE - CLAMPS & SWIVELS PIPE CLAMP STRUCTURAL ATTACHMENT SWIVEL MAKE: TOLCO MODEL: FIG.1000 MAKE: TOLCO MODEL: FIG.980 SIZE: 3" MAX LOAD: FN#1=1425 SIZE: 1" MAX LOAD: FN#1 PIPE CLAMP SWIVEL 4-WAY FITTING MAKE: N/A MODEL:.N/A MAKE: N/A MODEL: SIZE: N/A MAX LOAD: N/A SIZE: N/A MAX LO ANGLE OF BRACE FROM VERTICAL __Z__PURLIN 45 OR GREATER _STEEL CO #980 SWAY BRACE 1L SYMBOL 1 SCHD. 40 SB1 BRACE PIPE TOLCO FIGURE 1000 SWAY BRACE AUACHMENT ) 3" PIPE LATERAL BRACE SB1 PIPE LOAD FOR "WORST CASE AR OPTION #1: LOAD DETERMINED BY ANALYSIS OF 'ZONE OF INFLUENCE" Analysis per 1999 NFPA #13, section 6-4.5.6 Pipe Size Pipe Typal lbs/ft H20 Filled xTotal Pipe Length in it. =Total Load in lbs. 1-1/4 SCHD.40 1.470)100.0 =147.0 3 SCHD.10 3.970)40.0 =158.8 CALCULATED LOAD (LBS): 305.8 MAX SPACING OF LATERAL BRACES: 40'-O MAX SPACING OF LONGITUDINAL BRACES: N/A NG TABLE 6-4.5.10 FN#1: 2015 Ibs/ 1.414=1425 lbs State Lic. C-i 6 802591 NCO ft Fire & Simplex6rinnell Security 9588 CARROLL CANYON RD., SAN DIEGO CA 92131 PHONE (858) 740-0100 FAX (858) 740-0156 FIRE SPRINKLER SYSTEM-SEISMIC BRACING CALCULATIONS PER NFPA 13 (1999 EDITION) PROJECT: PUBLIC STORAGE - CARLSBAC LEVEL: GROUND LEVEL CONTRACT#: 912290301 OSHPD#: N/A AREA: ALL 3"MAIN USIUNATU = 52 BRACE PIPE INFORMATION LENGTH OF BRACE: 7'-0" DIAMETER OF BRACE: TYPE OF BRACE: LONG. ANGLE OF BRACE FROM VERTICAL: 45.59 LEAST RAD. OF GYR: 0.42 L/R VALUE: 200 MAX. HORIZ. LOAD: 2500 TENER PER 1999 NFPA #13, 6-4.5.9 ORIENTATION FASTENER TO STRUCTURE PER 6-4.5.9, DETAIL: E 'E: THROUGH BOLT IVEL ATTACHMENT 10xl" BEDMENT: N/A UCTURE: STL. ZEE PURLIN PER BRACE: 1 K. ALLOW. LOAD: 2050 SEISMIC BRACE - CLAMPS & SWIVELS PIPE CLAMP STRUCTURAL ATTACHMENT SWIVEL MAKE: TOLCO MODEL: FIG. 4 MAKE: TOLCO MODEL: FIG. 980 SIZE: 3" MAX LOAD: FN#2=307 SIZE: 1' MAX LOAD: FN#1: PIPE CLAMP SWIVEL 4-WAY FITTING MAKE: TOLCO MODEL: FIG. 980 MAKE: N/A MODEL: SIZE: 1 • MAX LOAD: FN#1=1425 SIZE: N/A MAX LO 1/2" X 1" HEX HEAD BOLT STEEL "Z" PURLIN & HEX NUT & WASHER ANGLE OF BRACE FROM VERTICAL 45 OR GREATER SYMBOL TOLCO 980 SWAY BRACE (2 EA) 11 1 SCHD 40 ( 3" PIPE BRACE PIPE TOLCO #4 PIPE LAMP FOR SWAY BRACE LONGITUDINAL BRACE SB2 OPTION #1: LOAD DETERMINED BY ANALYSIS OF "ZONE OF INFLUENCE' Analysis per 1999 NFPA #13, section 6-4.5.6 Pipe Size Pipe Type ½ lbs/ft H20 FilledxTotal Pipe Length in ft. Total Load inlbs. 3" SCHD.10 3.970)70.0=277.9 CALCULATED LOAD (LBS): 277.911 MAX SPACING OF LATERAL BRACES: N/All MAX SPACING OF LONGITUDINAL BRACES: 7U-0" LIED BY USING NFPA #13 (1999. TABLE 6-4.5.10 FN#1: 2015 lbs / 1.414 = 1425 lbs FN#2: 435 lbs /1.414 = 307 lbs State Lic. c-i 6 802591 tqco Fire & Security SAimplexGrinnelf 9588 CARROLL CANYON RD., SAN DIEGO CA 92131 PHONE (858) 740-0100 FAX (858) 740-0156 FIRE SPRINKLER SYSTEM-SEISMIC BRACING CALCULATIONS PER NFPA 13 (1999 EDITION) PROJECT: PUBLIC STORAGE - CARLSBAD LEVEL: GROUND LEVEL CONTRACT#: 912290301 OSHPD#: N/A AREA: ALL 3" MAIN BRAGE DSIUNATED = 51513 (LATERAL; BRACE PIPE INFORMATION LENGTH OF BRACE: 7'-0" DIAMETER OF BRACE: 1" TYPE OF BRACE: LONG. ANGLE OF BRACE FROM VERTICAL: 45-59 LEAST RAD. OF GYR: 0.42 L/IR VALUE: 200 MAX. HORIZ. LOAD: 'TABLE -4.581 2500 FASTENER INFORMATION FASTENER PER 1999 NFPA #13, FIG. 6-45.9 ORIENTATION OF FASTENER TO STRUCTURE PER FIG. 6-4.5.9, DETAIL: E TYPE: THROUGH BOLT SWIVEL ATTACHMENT 1/2"xl" EMBEDMENT: N/A STRUCTURE: STL ZEE PURLIN NO. PER BRACE: 1 MAX. ALLOW. LOAD: 2050 SEISMIC BRACE - CLAMPS & SWIVELS PIPE CLAMP STRUCTURAL ATTACHMENT SWIVEL MAKE: TOLCO MODEL: FIG.1000 MAKE:TOLCO MODEL: FIG.980 SIZE: 3" MAX LOAD: FN#1=1425 SIZE: 1"MAX LOAD: FN#1 PIPE CLAMP SWIVEL 4-WAY FITTING MAKE: N/A MODEL: N/A MAKE: N/A MODEL: SIZE: N/A MAX LOAD: N/A SIZE: N/A MAX LO 1/2' X 1" HEX HEAD BOLT STEEL "Z" PURLIN & HEX NUT & WASHER ANGLE OF BRACE ---'--....::i::::1 FROM VERTICAL TOLCO 980 45 OR GREATER SWAY BRACE SYMBOL 1" SCHD 40 BRACE PIPE OLCO OLCO FIGURE 1000 SWAY BRACE ATTACHMENT 3' PIPE LATERAL BRACE SB3 PIPE LOAD FOR"WORST CASE AREA" OPTION #1: LOAD DETERMINED BY ANALYSIS OF "ZONE OF INFLUENCE' Analysis per 1999 NFPA #13, section 6-4.5.6 CALCULATED LOAD (LBS): 305,8 PipeSize Pipe Type ½ lbs/ft H20 FilledxTotal Pipe Length in it. Total Load In lbs. 1-1/4" SCHD.40 1.470)100.0 =147.0 3 SCHD.10 3.970)40.0 =158.8 MAX SPACING OF LATERAL BRACES: 40-0" MAX SPACING OF LONGITUDINAL BRACES: N// THE FOLLOWINi FOOTNOTES APPLIED BY USINi NFPA #13(1999), TABLE 6-4.5.10 FN#1: 2015 lbs/ 1.414 = 1425 lbs State Lic. 0-16 802591 tqco - Fire & mipIexGrinneII Security 9588 CARROLL CANYON RD., SAN DIEGO CA 92131 PHONE (858) 740-0100 FAX (858) 740-0156 FIRE SPRINKLER SYSTEM-SEISMIC BRACING CALCULATIONS PER NFPA 13 (1999 EDITION) PROJECT: PUBLIC STORAGE - CARLSBAD LEVEL: ALL LEVELS CONTRACT#: 912290301 OSHPD#: N/A AREA: ALL3"MAIN BRACE PIPE INFORMATION LENGTH OF BRACE: 7'-O" DIAMETER OF BRACE: 1" TYPE OF BRACE: LONG. ANGLE OF BRACE FROM VERTICAL: 45-59 LEAST RAD. OF GYR: 0.42 L/R VALUE: 200 MAX. HORIZ. LOAD: 'TABLE 6-4.5.8 2500 FASTENER INFORMATION FASTENER PER 1999 NFPA #13, FIG. 6-4.5.9 ORIENTATION OF FASTENER TO STRUCTURE PER FIG. 6-4.5.9, DETAIL H TYPE: THROUGH BOLT SWIVEL ATTACHMENT 1/2"xr EMBEDMENT: N/A STRUCTURE: STL. ZEE PURLIN NO. PER BRACE: 1 MAX. ALLOW. LOAD: 1830 BRACE DESIiNATEU = 5134 SEISMIC BRACE - CLAMPS & SWIVELS PIPE CLAMP STRUCTURAL ATTACHMENT SWIVEL MAKE: TOLCO MODEL: FIG.4 MAKE: TOLCO MODEL: FIG.980 SIZE: 3" MAX LOAD: FN#2=307 SIZE: 1 MAX LOAD: FN#1=1 PIPE CLAMP SWIVEL 4-WAY FITTING MAKE: TOLCO MODEL: FIG. 980 MAKE: N/A MODEL: SIZE: 1" MAX LOAD: FN#1=1425 SIZE: N/A MAX LO ANGLE OF BRACE FROM VERTICAL 45 OR GREATER STEEL "Z"PURLIN (2 TOLCO p980 VBRACE SYMBOL ScHD. 40 C BRACE PIPE 3 ' PIPE ) TOLCO #4 PIPE CLAMP FOR SWAY BRACE LONGITUDINAL BRACE SB4 PIPE LOAD FOR"WORST CASE AREA" OPTION #1: LOAD DETERMINED BY ANALYSIS OF "ZONE OF INFLUENCE" Analysis per 1999 NFPA #13, section 6-4.5.6 Pipe Size Pipe Type ½ lbs/ft H20 Filled xTotal Pipe Length in It. Total Load in lbs. 3" SCHD.10 3.970 )70.0 =277.9 CALCULATED LOAD (LBS): 277.9 MAX SPACING OF LATERAL BRACES: N/A MAX SPACING OF LONGITUDINAL BRACES: 70.0' THE FOLLOWING FOOTNOTES APPLIED BY USING NFPA #13(1999), TABLE 6-4.5.10 FN#1: 2015 lbs / 1.414 = 1425 lbs FN#2: 435 lbs / 1.414 = 307 lbs 2. Cast & Malleable Iron Fittings Flanges. & Manned Fittings 125# Cast Iron Screwed 90, 45, etc. 150# Malleable Iron Screwed Fittings 3. Grooved Couplings Central Grooved Cover Sheet Central Grooved Coupling General Data C. Model #572.(250-500 PSI Rated) Model #575 (250-300 PSI Rated) Model #772, #705, #707 (250-500 PSI Rated) Model #716 (300-350 PSI Rated) g Gasket Recommendations h. Fire Protection Submittal Sheets L Victaulic Grooved Products General Data - Style 07 Zero Flex Grooved Coupling Style 75 Grooved Coupling I. Style 77 Grooved Coupling Style 750 Grooved Reducing Coupling Gruvlok Grooved Cover Sheet a. Gruvlok General Data P. Figure 7000 Lightweight Flexible Coupling Figure 7400 Ridgidlite Coupling Figure 7010 Reducing Coupling 4. Grooved Fittings Central Grooved Cover Sheet CentrálGróoved Fitting General Data C. Model #510 (90°), #519 (Tee), #501 (450) ***. d . Model #312 (22.5°), #313 (11.5°), #350 (Concentric Reducer), #351 (Eccentric Reducer) Model #750 Ada-Cap Model #730 Mechanical Tee - Threaded (175-300 PSI Rated) . Model #730. Mechanical Tee - Grooved (175-300 PSI Rated) Model #71 Grooved Flange (250 PSI Rated) I. Fire Protection Submittal Sheets Victaulic Grroved Products General Data Victaulic Grooved End Fittings I. Style 920 & 920N Mechanical Tee M . Style 741 Vic-Flange Adapter n. Gruvlok GroovedCover Sheet a. Gruvlok General Data Figure 7050s Standard 90 Elbow Figure 7051 Standard 45 Elbow Figure 7060s Standard Tee . Figure 7074 Cap t. Figure 7045 Clamp-I (Threaded Outlet) PUBLIC STORAGE #912290301 - OVERHEAD MATERIAL SUBMITTAL INDEX' Item Description I Model No. Manufacturer Spec.. Panes Par. 1. Steel Pipe Fire Sprinkler Pipe Data Chart Schedule 10, [A-I 35], (1 1h" - 4") C. Domestic Schedule 40, [A-I35], (1" - 2") d. Foreign Black Schedule 40, [A-53], (2%" - 6") And Foreign Black Schedule 30, [A-53], (8") 4 Allied .Tube 2 Allied Tube 2.. Any 2 StàriGnnnefl ;. . ...... .. . .. . 9 Grinnell S • . . . . Central •. ::. I Central.. : .' •: Central . :. .: ......2 Central . . 2 Central .. . lea. Central . . •. I ...:Central-.:- ••..• . s. •• 2 Central • .. •••.•• 3 Victaulic ........ . ...2 Victaulic .: .•• . 2 Victaulic ... 2 Victaulic • . : 2 Victaulic: ..• ... . 2 Gruvlok . ., .:• I GruvFok. Gruvlok .. ... .-. . .Gruvlok: :.. Gruvlok •.: ........ I Central . .......... I Central ......... i Central .•. ......2.... Central 3 Central I Central : .:.. I Central . 5 ...... .. . Central I Central .... ... •• • .• ..• 7 Victaulic. . . .. .2 Victaulic . ••• 4 Victaulic 4 Victaulic 4 Gruvlok . •• ( I Gruvlok: . I Gruvlok. ...... ... ... Gruvlok . Gruvlok I Gruvlok I Gruvlok 3 I tqco Fire 8f. .• Security mplexGrinnell FIRE SPRINKLER MATERIAL SUBMITTAL I A565,o(93 FIRE SPRINKLER PIPE DATA CHART ALL PIPE IS RATED FOR 300 PSI SEE PIPE NOTES ON PAGE 9.1d * EZ-FLOW FROM NORTHWEST PIPE-DOMESTIC • . ST GTHS -ALLIED . CAP PRODUCT. NOM. .. I VVENDOR GALLONS LEAD NPS .O.D. WALL I.D. WT./FT. H20- LIFT F=FOUNDRY CRR PER FT. TIME I W 1.660 0.062 1.53 . 08 1.82 61 (F) 1.55 .6.097 STOCK I W 1.900 0.086.. 8 1.404 2.45 61 ('1)24-0/ - 2A4 0.125 STOCK 2.375 . 2.203 1.769 3:46 37 (A) 24-0/21-0 . 0.202 STOCK 21/2' 2 . 0.086 2.703 2.357 4.90 30 (A) 24-0/21-0 1.04 . 4 STOCK . .500. 0.093 3.314 3.268 7.07 19 (A).24-0/21-0 1.29 0.45 STOCK 4 4.500 0.095 4310 4.327. 10.72 19 (A) 24-0/21-0 1.00 0.764 CK 6" 6.625 0.120 6.385 8.340 21.70 10 ('1)24-0/21-0 1.00 1.663 2-3D SCHEDULE 10 W.O.N. * DOMESTIC ALLIED TUBE ASTM A-135. U.LJF.M. (U.O.N. * "FLAME-OUT FROM NORTHWEST PIPE-DOMESTIC ** "FOREIGN ANY MANUFACTURER ASTMA-135, NOT U.L/F.M. STOCK LGTHS A=ALLIED CAP PRODUCT NOM. WTJFT. PCSI V--VENDOR GALLONS LEAD NPS O.D.WALL I.D. WT./FT. H20-FILLED b!E( F=FOUNDRY CRR PER FT. TIME I '/1' ** 1.660. 0.109 1.442 1.810 2.52 61 (V) 24-0/21-0 --- 0.085 . 6-8 WKS 1 Y" 1.900 0.109 1.682 2.080 3.04 61 (V) 24-0/21-0 --- 0.115 STOCK 2" 2.375 0.109 2.157 2.640 4.22 37 (\1) 24-0/21-0 - 0.190 STOCK 2 W 2.875 0.120 2.635 3.530 5.89 30 ('/)24-0/21-0 ---- 0.283 STOCK 3.500 0.120 3.260 4.330 7.94 19 (V) 24-0/21-0 - 0.434 STOCK 4.500 0.120 4.260 5.610 11.78 19 (V)24-0/21-0 ---- 0.740 STOCK 6" * 6.625 0.134 6.357 9.290 23.03 10 (V) 24-0/21-0 - 1.649 STOCK 8" * 8.625 0.188 8.249 16.490 40.15 7 (V) 21-0 -- 2.776 1 WK Title: Fire Sprinkler Pipe Data Chart - Dyna-Flow & Schedule 10 Domestic Pipe Revision Date: 04-05-02 R5 I Page No. 9.1a FIRE SPRINKLER PIPE DATA CHART ALL PIPE IS RATED FOR 300 PSI SEE PIPE NOTES ON PAGE 9.1d STOCK L 8;AkwET CAP PRODUCT NOM. EN GALLONS LEAD NPS O.D. WALL I.D. WFJFT. F=FOUNDRY CRR PER FT. TIME = (A) 1" 1.290 0.10.-10 1.327 1.73 70 24-0 21-0 . 0.048 STOCK 1 18-"'O5 1.408 1.854 . 2.54 51 24-0 21-0. 1.00 . STOCK 1 ~1/2" ;883 0.122 1.639 2.292 3.22 44 24-0 21-0 1.00 0.11.1 CK 2" 2.360 0.128 2.104 3.047 4.57 . 30 .24-0 21-0 1.00 0.195 SIC • SCHEDULE 40 DOMESTIC ALLIED TUBE ASTM A-135, U.L./F.M. STOCK LGTHS A--ALLIED CAP PRODUCT NOM. WT./FT. PCSi VVENDOR GALLONS LEAD NPS O.D.WALL I.D.WTJFT. H20fILLED UfI FFOUNDRY CRR PER FT. TIME (A) (V) 1.315 0.133 1.049 1.680 2.05 70 24-0 21-0 1.00 0.045 STOCK 1 1/4" 1.660 0.140 1.380 2.270 2.93 51 24-0 21-0 1.00 0.078 STOCK j 1/2" 1.900 0.145 1.610 2.720 3.61 44 24-0 21-0 1.00 0.106 STOCK . 2.375 0.154 2.067 3.650 5.13 30 24-0 210 1.00 0.175 STOCK SCHEDULE 40 (U.O.N. *) FOREIGN, ANY MANUFACTURER ASTM A-53, NOT U.L./F.M. * SCHEDULE 30 STOCK LGTHS A-ALLIED • CAP PRODUCT. . NOM. WT./FT. PCS/ V=VENDOR GALLONS LEAD NPS O.D.WALL I.D. WTJFT. H20-FILLED !:f[ FFOUNDRY CRR PERM TIME 2 1/2" 2.875 0.203 2.469 5.793 7.869. 18 (V) 21-0 1.00 0.249 1 WK . 3.500 0.216 3.068 7.580 10.780 14 . (V) 21-0 1.00 0.384 1 WK 4.500 0.237 4.026 10.790 16.300 10 (V) 21-0 1.00 0.661 1 WK 6" 6.625 0.280 6.065 18.970 31.480 . 7 (V) 21-0 1.00 .1.501 1 WK 8" * 8.625 0.277 8.071 24.700 46.880 5 (V) 21-0 1.00 2.662 1 WK Title: Fire Sprinkler.Pipe Data Chart - Dyna-Thread, Schedule 40 Domestic & Schedule 40 Foreign Pipe Revision Date: 04-05-02 R5 Page No. 9.1b FIRE SPRINKLER PIPE DATA CHART ALL PIPE IS RATED FOR 300 PSI SEE PIPE NOTES ON PAGE 9.1d * * SCHEDULE 30 STOCKbGfl1(" CAP PRODUCT NOM. WTJFT. PC VENDOR GALLONS LEAD NPS O.D.WALL I.D.WTJFT. -FILLE - FFOUNDRY CRR PER FT. TIME 1.315 0.133 1.049 1.680 5 (V) 21-0 1.00 0.045 1 WK I /" 1.660 0.140 1.380 22r' 2.93 42 V 21-0 1.00 0.078 1 WK 1 1/? 1.900 0.145 1.6j08720 3.61 36 ( 21-0 1.00 0;106 I WK 2.375 0.154#27 3.650 5.13 26 (V) 1.00 0.175 1 WK 21/2" 2.875 0,04a 2.469 5.793 7.869 18 (V) 21-0 0249 1 WK 35@0216 3.068 7.580 10.780 14 (V) 21-0 1.00 384 1 WK 1.500 0.237 4.026 10.790 16.300 10 (V) 21-0 1.00 0. 1 WK 6" 6.625 0.280 6.065 18.970 31.480 7 (V) 21-0 1.00 1.501 WK 8.625 0.277 8.071 24.700 46.880 5 (V) 21-0 1.00 2.662 1 SCHEDULE 40 (U.O.N. *) DOMESTIC, ANY MANUFACTURER ASTM A-53, NOT. I.I.L./F.M. * SCHEDULE 30 STOCK LGTHS A=ALLIED. CAP PRODUCT NOM. WTJFT. PCS/ V=VENDOR GALLONS LEAD NPS O.D. WALL I.D. WT.!FT. H20-FILLED LIFT F=FOUN DRY CRR PER FT. TIME 21/2" 2.875 0.203 2.469 5.793 7.869 18 (V) 21-0 1.00 0.249 2-3 WKS 3.500 0.216 3.068 7.580 10.780 14 (V) 21-0 1.00 0.384 2-3 .WKS 4.500 0.237 4.026 10.790 16.300 10 (V) 21-0 1.00 0.661 2-3 WKS 6" 6.625 0.280 6.065 18.970 31.480 7 (V) 21-0 1.00 1.501 2-3 WKS 8" * 8.625 0.277 8.071 24.700 46.880 5 (V) 21-0 1.00 2.662 2-3 .WKS Title: Fire Sprinkler Pipe Data Chart - Galvanized Schedule 40 Foreign & Schedule 40 Domestic Pipel Revision Date: 04-05-02 R5 I Page No. 9.1c 1 FIRESPRINKLER PIPE DATA CHART ALL PIPE IS RATED FOR 300 PSI SEE PIPE NOTES ON THIS PAGE * SCHEDULE 30 A- ED CAP PRODUCT . . NOM. WTJFT. PC . =VENDOR GALLONS LEAD NPS O.D. WALL 1.131. WJF. -FILL . F=FOUNDRY CRR PER FT. TIME 1.315 0.133 1.049 1.680 .05 (V) 21-0 1.00 0.045 4-8 WKS 1 1/4" 1.660 0.140 1.380 2.93 42 21-0 1.00 .0.078 4-8 WKS I Y2" 1.900 0.145 1 2.720 161 36 21-0 1.00 0.100 : 4-8 WKS 2,375 0.1 .067 3.650 5.13 26 (V) 1.00 . 0.175 4-8 WKS 21/2" 2.87øiO3 2.469 5.793 7.869 . 18 (V) 21-0 . 0.249 4-8 WKS 0.216. 3.068 7.580 10.780 14 (V) 21-0 1.00 84 4-8 WKS 4.500 0.237 4.026 10.790 16.300 10 (V) 21-0 1.00 0.6 4-8 WKS 6" 6.625 0.280 6.065 18.970 31.480 7 (V) 21-0 1.00 1.501 WKS 8" * 8.625 0.277 8.071 24.700 46.880 5 (V) 21-0 1.00 2.662 4-8 PIPE NOTES 1. The following pipe iscut from the mill within 1/8" +11 of the lengths shown on these charts, that does not require a "Cut-Back": All Dyna Flow All EZ-Flow All Dyna Thread Flame-Out in 6" Only 2. A "Cut-Back" is a pipe cut that is required in the shop because a length of pipe only comes with a Mill Cut that is not exactly the length as shown on these charts; usually up to an inch longer or shorter. 3. The following pipe requires a "Cut-Back" to 20'-6", or 23-6" if 24-0 lengths are available: Foreign Schedule 10, 1 1% and I Y2" only Flame-Out in 8" Only All foreign schedule 40, black or galvanized All domestic schedule 40, black or galvanized 4. For Standpipe systems, use only schedule 10 or 40 pipe, per NFPA #14. 5. For I W Dyna-Flow pipe, use 1/2" maximum size welded POL outlets. For larger welded outlets (POL or GaL), use 1 1/2" Dyna-Flow or I 14" schedule 10 pipe. Title: Fire Sprinkler Pipe Data Chart - Galvanized Schedule 40 Domestic Pipe & Pipe Notes Revision Date: 04-05-02 R5 I Page No. 9.1d ccaflied TUBE & CONDUIT A ti1cu INTERNATIONAL LTD COMPANY SCHEDULE-lO® S4-16 Schedule=40® Fully Listed and FM Approved Sprinkler Pipe When you specify Schedule-10/Schedule-40 sprinkler pipe .you get UL listed and FM approved product. Although these products do not require separate approvals, Schedule-lO/Schedule40 gives you the extra quality-assurance you demand. Our Sch-10 (1'/4"- 8") pipe and Sch-40 (1"- 21/f) pipe have passed the same thorough lab testing as our other listed pipe products, and receive periodic mill inspections from both UL and FM agents to ensure consistent quality. Galvanized Pipe [i - ItTI I.] .i. Schedule- 10 /Schedule-40 product Product Nominal Wt/Ft Wt/Ft PCs/ - Wt/Uft Wt/Uft Wt/Lift can be "hot-dip" galvanized to - - NPS I.D. H20 Filled Lift 21' 24' 25' meet FM requirements for dry - X 1" 1.049 1.680 2.05 70 2470 2822 2940 systems in accordance with the - *25 26.6 2.5 3.05 70 1120-. 1280 1334 zinc coating specifications of - x 11/4" 1.380 2.270 2.93 51 2431 2778 2894 - - ---ASTMA-123.. . - *32 35.1 4.36 . -4.36 - -. 51 -. - 1103 1260 1313 • x 1%" 1.610 2.720 3.61 44 - - 2513 2872 2992 - . *40 40.9 4.0 5.37 44 1140 1303 1357 Superior Coating x 2" 2.067 - 3.650 5.13 30 - 2300 2628 2738 *50 52.5 5.4 - 7.63 -30 1043 - 1192 1242 - Our advanced formula mill coating x 2%" 2.469. 5.790 . 7.86 19 2310- 2640 2750 offers a clean, durable surface. It is - * 65 62.7 8.6 11.73 19 _1048 1197 - 1247 - also paint-ready for custom color . . - • . • applications without special . )reparation. f [0I1yirrIIi.ijj. x=Inches *=Metric I -. . Product Nominal -- Wt,/Ft Wt/Ft - PCs/ - Wt/Uft Wt/Uft Wt/lift - _American 1TMade NIPS I.D.. H20 Filled Lift 21' 24' 25' Meets "Buy American" requirement X 1" 1.097 1.400 . - -1.81 - 91 - - 2675 3053 3185 - and is available through distributors in *25 27.9 2.1 2.70 91 1213 1385 1445 the USA, Canada and Mexico. X 1Y4" 1.442 1.810 2.52 61 2319 2664 2760 *32 36.6 2.7 3.75 61 - 1052 1208 1252 - x 1%" 1.682 2.080 3.04 61 2664 3045 3172 Specifications & Approvals *40 42.7 3.1 4.52 61 1208 1381 1439 2.157 2.640 4.22 37 2051 . 2344 2442 Schedule-10/Schedule-40 pipe are in * 50 54.8 3.9 6.28 37 930 1063 1108 - . compliance with the following: x 2/? 2.635 3.530 5.89 - --30 2224 2542 2648 ASTMA-135, and NFPA 13. *65 66.9 5.3 8.77 . 30 - -1009. 1153 1201 Both pipe products have a working pressure 3.260 4.330 7.94 19 1728 1975 2057 rating of 300 psi maximum and also * 80 82.8 6.4 11.82 19 784- 896 933 meet the stringent requirement for the 4.260 5.610 11.78 .......2238 -- 2558 2665 following tests: * 90 108.2 8.3 17.53 19 1015 1160 1209 x.5" 5.295 7.77 17.33 10 1632 1865 1943 Welded Outlets Hydrostatic Pressure * 125 134.5 11.56 25.80 10 - 740 846 881 x 6" 6357 9.290 23.03 10 1951 2230 2322 Side Wall Rupture * 150 - 161.5 13.8 34.27 10 885 1012 1053 Vibration Test - X 8" *200 8.249 209.5 16.490 24.5 40.15 59.75 7 7 2424 1100 2770 1256 2885 1309 Listed Approved Listed 5oIIied - -- TUBE & CONDUIT 16100 S. Lathrop 11350 Norcom Rd. 2525 N.-27th Ave .7 Customer Service: Harvey, IL 60426 Philadelphia, PA 19154 Phoenix, AZ 85009 1-800-882-5543 Fax 708-339-1806 S4-17 (;5allied TUBE & CONDUIT A tqca INTERNATIONAL LTD, COMPANY "A' V ;\ ,\ SCHEDULE-lO® S4-16 Schedule-1O®/Schedule-40' Fully Listed and FM Approved Sprinkler Pipe When you specify Schedule-10/Schedule-40 sprinkler pipe .you get UL listed and FM approved product. Although these products do not require Separate approvals, Schedule-10/Schedule-40 gives you the extra quality assurance you demand. Our Sch-10 (1W- 8") pipe and Sch-40 (1"- 21/2") pipe have passed the same thorough lab testing. as our other listed pipe products, and receive periodic mill inspections from both UL and FM agents to ensure consistent quality. Schedule- 10 /Schedule-40 product Product Nominal Wt/Ft Wt/Ft PcW Wt/ljft Wt/Lift WtJLlft can be "hot-dip" galvanized to NPS I.D. H20 Filled Lift 21' 24' 25' meet FM requirements for dry X 1", 1.049 . .1.680 2.05 70 2470 2822 2940 systems in accordance with the *25 26.6 2.5 3.05 70 1120 1280 1334 zinc coating specifications of X 1W 1.380 2.270. 2.93 . - 51 2431 2778 2894 ASTM A-123. - * 32 35.1 4.36 4.36 51 1103 1260 1313 X 11h" - 1.610 2.720 3.61. 44 . - 2513 2872- 2992 *40 40.9 4.0. 537 44 1140 1303 1357 Superior Coating x 2". 2.067' 3.650 5.13 . 30 2300 2628 2738 *50. 52.5 5.4 7.63 . 30 1043 1192 1242 Our advance4 formula mill coating. x 2W 2.469 5.790 7.86 . 19 2310 2640 2750. offers a clean, durable surface. It is * 65 62.7 8.6 . 11.73 19 1048 . 1197 1247 .also paint-ready for custom color . . . applications without special preparation. .. . . . . '3 ['I!TSpecifications Product Nominal WR Wt/Ft PcW Wt/Uft WVuft WVLlft American Made . NIPS A.D. H20 Filled Lift 21' 24' 25' Meets "Buy American" requirement, x 1° -1.097 1.400 1.81 91 2675 3053 3185 and is available through distributors *25 27.9 2.1 2.70 91 1213 1385 1445 the USA, Canada and Mexico. x ji/4" 1.442 1.810 2.52 61 2319 2664 2760 *32 36.6 2.7 3.75 . 61 1052 1208 1252 X 1%" 1.682 - 2.080 3.04 61 2664 3045 3172 Specifications & Approvals *40 42.7 3.1 4.52 61 . 1208 1381 1439 2" 2.157 2.640 4.22 37 2051 2344 2442 Schedule- 10 /Schedule-40 pipe are in * 50 54.8 3.9 6.28 37 930 1063 1108 compliance with the following: x 2%" 2.635 3.530 5.89 30 2224 2542 2648 -. ASTM A- 135, and NFPA 13. *65 66.9 5.3 8.77 30 1009 1153 1201 Both pipe products have a working pressure 3.260 4.330 7.94 19 1728 1975 2057 rating of 300 psi maximum and also * 80 82.8 6.4 11.82 19 784 896 933 meet the stringent requirement for the 4.260 5.610 11.78 19 2238 2558 2665 following tests: *90 108.2 8.3 17.53 19 1015 1160 1209 x5" 5.295 7.77 17.33 10 1632 1865 1943 Welded Outlets * 125 134.5 11.56 25.80 10 740 846 881 Hydrostatic Pressure X 6" 6.357 9.290 23.03 10 1951 2230 2322 Side Wall Rupture * 150 161.5 13.8 34.27 10 885 1012 1053 Vibration Test @j j X 8" *200 8.249 209.5 16.490 24.5 40.15 59.75 7 7 2424 1100 2770 1256 2885 1309 LiMed *pp,oved Ulted (;Tallied ' TUBE & CONDUff 16100 S. Lathrop 11350 Norcom Rd. 2525 N. 27th Ave. Customer Service: Harvey, IL 60426 Philadelphia, PA 19154 Phoenix, AZ 85009 1-800-882-5543 ataeatmt.av - Fax 708-339-1806 S4-17 comparative specification data Specification A53 NPS 'Is - 26 STD, XS and XXS, ANSI Schedules 10 through 160 Scope Covers Seamless and Welded, Black and hot-dipped galvanized nominal (average) wall pipe for coiling, bending, flanging and other special purposes and is suitable for welding. Continuous-Welded pipe is not intended for flanging. Purpose for which pipe is intended should be stated on order. Kinds of Steel Open-hearth Basic-Oxygen Permitted For Electric-furnace Pipe Material Hot-Dipped Sets standards for coating of pipe with zinc Inside and outside by the hot-dipped process. Weight of coating must not average Galvanizing less than 1.8 oz. per square foot and not less than 1.6 OZ. per square foot Permissible The minimum wall thickness at any point shall not.be more than 12.5% under the nominal wall thickness specified. Variations in Wall Thickness - V Chemical V C max % Mn max % Pmax % Smax % Requirements Seamless or ERW • Grade A V 0.25 V 0.95 V 0.05 0.06 V Grade B 0.30 1.20 0.05 0.06 Continuous-weld V - - 0.08 0.06 Tensile V V •VV Continuous Seamless and Electric- Requirements V V V V V V Welded V V resistance-welded V V V Grade Grade V V V V V V Tensile Strength, mm., psi................................. ....45,000 48,000 60,000 Yield Strength, min., psi ............................. 25,000 30.000 35,000 Hydrostatic Hydrostatic Inspection test pressures for plain end and threaded and coupled pipe are specified. Hydrostatic pressure shall be Testing maintained for not less than 5 seconds for all sizes-of seamless and electric resistance-weld pipe. Permissible Plus or Minus 10% V V V V V Variations in Weights per Foot V• V V V V V Permissible Outside Diameter at any point shalli not vary from standard specified more than - Variations in For NPS 1-1/a and Smaller Sizes V V - For NPS 2 and Larger Sizes Outside Diameter V V '/e' over V 'Id' under V V 1% over 1% under Mechanical Tests Tensile Test - Transverse requited on ERW for NPS 8 and larger. Specified Bending Test (Cold) - STD and XS-NPS 2 and under XXS-NPS VA and under. V V V Degree of Bend V Diameter of Mandrel V V V For Normal A53 Uses V - 90 12 x nom. die. of pipe V For Close Coiling V 180 8 x nom. dia. of pipe V Flattening lbst - NPS 2 and larger STD and XS. (Not required for XXS pipe). Number of Seamless and Electric-Resistance-Welded - Bending, flattening, tensile on one length of pipe from each lot of 500 lengths Tests Required or less of a size. Continuous-Weld - Bending, flattening, tensile. -.NPS 1½ & smaller NPS 2 & larger one/25 tons one/50 tons Lengths Standard Weight Single Random - 16'-22'. 5% may be jointers. If Plain Ends - 5% may be 12'-161. Double Random - Shortest Length 22', minimum average for order 351. V Extra Strong & Double Extra Strong V Single Random - 12'-221. 5% may be 61-12'. Double Random (XS and lighter) - Shortest Length 22, minimum average for order 35'. Lengths longer than single random with wall thicknesses heavier than XS subject to negotiation. V - ReqUired MWI19S V on Each Length Rolled, Stamped or Stenciled (Mfgrs. option) V Name or brand of manufacturer. V Tags on 1½' and Kind of pipe, that is, Continuous Welded, Electric-Resistance-Welded A. Electric-Resistance-Welded B, Seamless A; or smaller. (On 95 Seamless B; XS for extra strong, XXS for double extra strong. attached to each ASTM A sa V V Bundle in case of Length of General Couplings - Applied handling tight Couplings, 2' and smaller straight tapped, other sizes taper tapped. Information V V Thread Protection - Applied to pipe 4' and larger. V V End Finish (unless otherwise specified) - STD or XS, or wall thicknesses less than 0.500 in.-(excluding XXS): Plain end beveled. All XXS and wall thicknesses over 0.500 in.: Plain and square cut NOTE: This general Information Is from ASTM Standards and API Specification 5L Please ièfei to the specific Standard or Specification for complete details. 0$ FOREIGN BLACK (A53 GRADE A OR B) SCHEDULE 40/30 PIPE DATA I '•' W I.MOU 2J4' TO 6" Schedule 40 -This table Is broken up for ease of vmdbV- 8" Schedule 30 - - PIPE SCHEDULES PIPE O.DIN Os 10 20 30 40s& 40 60 80s & 80 DI,IStd 100 ¶20 140 160 IZE NCHE1 Eli. EN. 49.049 095.095118 568 068 86 .186? .2447 2441 .314t 540 .065 .119114 314 65 .088 .088 .119 flA49M51 i -424 4249 -5351 .675 _5i .065 .1263/8 5381 65 .091 .091 .126 Jim AM .7338 .840 AM .065 083 .083 ;187294112 .109 .109 .147 .147 711 .6710 5510 5510 1.088 1.0$ 1.050 83 .083 308314 1.30d 1.71 .065 .113 .113 .154 154 218 .6838 57 .1572 1.131 1.131 1.474 1.41 1.9372.441 'I 1315 I MIT 091.109 .133. .133 .1791.1791 2W 1.358 O€S.B8Yur lj 4041.404 1.679 1.679 L172 X34413.6591 11/4 1.660 .065 .065 1.1091 .109 12.7118 .140 .140 .191 1.1911 1.2501.382 1.107 1.107 11.8(41.086 2.273 22n 2.997P.9971 13.76515214 1112 1 .900 .065 .065 1.1091.109 .145 .145 .200 1.2001 1.281 I .400 1274 1.274 p.0(42.085 2.718 3.031 15.6311 - 2 565 .065 1.io1 .109 .154 .154 .218 218 J. JAM 1.604 1.604 J2.632.63B 3.65? 3.653 5.027 17.44419.029 .083 .083 1.1201 .120 .203 .203 .276 .276 1.3751.552 2112 2.475 2.475_P53113531 5.793 5.793 7.661 F.661 L10.0113.7l I - 3 -- .083 .083 .120 .120 1 1 210 216 .300 1.3001 - .4371.600 3029 1029 4.332 7.576 7.576 1025110.21 - 14.3211855 3112 3M: ii:4 .083 583 1.1201.120 1 1 1 226 226 112.51 .3181.3181 1.636 3.472 3.472 4973 9.109 9.109 h2.511 - 122.85 .083 I .083 1.1201 .120 .237 .273 1.2811 .337 3371 1A37 1.531 1.674 3.915 3.915 615$13 10.79 11L79 111611898 14.951 119.01 122.51127.54 4112 5.000 I I I I I I I I ___ 5 5563 .109 .109 .134 .134 .258 .258 .375 .315 .500 .625 .750 6.349 6.349 7.585 9 J71 7.770 14.62 14.62 20.78 07 7.8 JISO 18.55 6 .109 .109 .134 .134 - .280 .280 .432 .432 .562 718 .864 6.625, 7.515 9259 18.97 18.97 2857 2B.57 15.3€ 53.1 .7 .301 .500 .875 23.57 38.05 63,08 8 8 . 625 .109 .109 .114811 .148 250 277 .322 .322 .405 .500 .500 .593 .718 .812 906 .875 9.914 9.914 13A 13.41' 22.3€ 24.70 28.5 28.55 5.9 43.39 3.3 10i 05( IT.? !4.6P 72.421 9 9625 -W amme 33.90 48.72 10 10.750 .134 .134 .165 .185 .250 .307 .365 .365 .500 .500 .593 .718 .843 1.001 1.125 - 15.19 I 15.19 .1.8 18.70 28.04 3424 40.48 10.48 4.7 54.74 43 !6.9 8.21 lG4. 115. tqco Fire& Security 4Lplex6rinnell FIRE SPRINKLER MATERIAL SUBMITTAL . . . ;. SECTION 2. - CAST .& MALLEABLE IRON FITTINGS I IE I C00E WI1Q I I EIcN -.iI•-.- •- .-:;..• • - 1l#L •ps.1*I '41E 3o,t;;I.'i3oi ti0 30 i75 17U .: 134-. .•11. iC$005S '1te '114 .i.eo-- J ICH] C'4.. I .II1.E '- •3Q 4J. .1.9? . 2.05 2XI 400O4. :- 173 .ó lot -2X1-114- cs .. 1 210 230 20 2M2- L1S ?JO ....... A CJLTHREADED FITTINGS LIS1D UST€O APPROVED - - . - - - FcrfrperiseMcsrequst sijbmIt*aI-GR&t AST 0" IHHEADED FTITINGSME UI., LLC LISTE} AND PACTORYMUTIJAL APPROVED OR 30PSbSERVPCE. GReYIRONPERASTMA12 LASS B,.DIMEP4.- .3ONS CQNFO 10 ANS1 BIB4 lS 125 EXCEPT PLUGS COtIFoRMTOAsME A ele-u.TnREAt)SARENPTFER-MISI,ASME-s1.2rJ.t . • . _______ . - .........- .•STRAIGHT TEE CAST IROP - - iii IRON 90 DEG_"~REE ELBO :1 NjMn. -rI iALMUI0l WUcTI -: . ... k ( - IXV2 cw u34 cmN I fUNcII I. EACH] 1.'.fficii.: C? PSi.I:A iie; '.PIE 1 .- .• CT33 '300- 11.50 ;1.50 • t7 - Lii1:: .. :300.JtW 1.94 tMAX. M99IO!S. WG1iT .-;..•--• .. WGRIW (I I jtNt1 P.L' ]-B PIBE.. ç Ca4503$ $00' ii241'ti24 - '300. t25:t29 '1.40 AflL G4555 30O •A3.iM3- 40S:11W 1J68 -.2.TL .•-•• ................. :. • 4 • - •.• :- . .,- ......-i:••--. HDN P 1! III. LNMIIIUrt ITI1I IE COPE 'WON0 1II_ 1 - P.SL A 'c PILE 12 CPLjfl1 .300 - 0.94 - 010 :4•.•. o: . 0.17. ____ •.0D.. :12S: 'Q2L Mem ____ • • ISO 'O9i . -.•.. --.....,;._ . CAST - C' I ...-7-c-. i LE2i ;çj — — -'- -f -- - t -' '• . - - k ;r PJEk - , 4 t -4 . .. ) , VA f4 3 4 }.c , ( 4 ' , 4, ¼_ 3 - - AA &')' . t - .3 — \ I - 4 3.IAMA <4 1' - - I. - - I NOW: 4 3 a, IMM I 4'-lç -' - -- - weight (approx.) each fig. 356 fig. 372 gaiv. black kg lb kg lb kg .08 .17 .08 - - .11 - - - - .17 .38 .17 - - .25 .56 .26 - - .38 .88 .40 - - .61 1.36 .62 - - .82 1.83 .84 - - 1.32 2.96 1.35 - 1.95 4.35 1.98 - - 2.93 6.65 3.03 - 3.83 - - - - 4.84 11.22 5.10 19.88 9.04 7.71 17.38 7.90 - - 11.83 26.19 11.91 35.31 16.05 22.81 52.00 1 23.64 1 64.41 29.28 Grinnell I cast iron threaded I class 125, (standard) Grinnell standard and extra heavy cast iron threaded fittings are manufactured in accordance with ASME B16.4 (except plugs and bushings, ASME B16.14). Dimensions also conform to Federal specifications, WW-P-501 (except plugs and bushings WW-P-471). f saturated steam: 125 pressure ratings, psi t liquid & gas at 150 F: 175 { pressure ratings, bar saturated steam: 8.6 liquid & gas at 65 C: 12.1 Grinnell standard and extra heavy fittings in this section, sizes /4 NPS/8 DN - 12 NPS/300 ON, are included in the . "List of Inspected Fire Protection Equipment and Materials" issued by the Underwriters' Laboratories, Inc. weight (approx,) each elbows size A B fig. 351 black fig. 351 qalv. fig. 371 black NPS ON In mm in mm lb kg lb kg lb kg 90° elbow 1/4 8 /2 13 I3/,, 21 .16 .08 .17 .08 - - straight: fig. 351 'Ia 10 /ts 14 fl/is 24 .25 .12 .26 .12 - - - '/2 15 "/'s 17 1 1 29 .40 .19 .41 .19 - - 3/4 20 i3/1 21 15I,a 33 .60 .28 .61 .28 - - 1 25 "us 24 11!2 38 .92 .42 .95 ,44 - - 1'I4 32 1 'Ia 29 1I4 44 1.44 .68 1.46 1 .67 - - 1'/ 40 1 V1 33 1'5/16 49 1.95 .89 2.00 .91 - - 2 50 19/, 40 21/4 57 3.13 1.43 3.21 1.46 - - flanged and threaded fig. 371 2'/z 85 l"I,s 46 2"/,a 68 4.94 2.25 5.13 2.34 10.22 4.65 . 3 80 23Ii6 56 31/e 79 7.21 3.28 7.40 3.37 13.25 6.03 .4 100 2Wie 68 3"/,s 97 12.17 5.54 12.67 5.76 21.56 9.80 Ala 5 125 3'/is 84 41/2 114 21.46 9.76 - - 28.13 12.79 - 6 150 3'/8 98 5½ 130 31.33 14.24 33.33 15.15 40.50 18.41 8 200 53/is 132 6Iia 167 64.56 29.35 67.14 30.52 80.06 36.39 A: center to end of pipe *Nominal Pipe Sizes of 4/100 DN and larger have two holes tapped for stud or tap bolts. B: center to face of fitting - 450 elbow: fig. 356 size A B . black NIPS DII in mm in mm lb 1/4 8 i/is 11 11/4 19 .16 'Va 10 ?Jlr, 11 21 .23 lk ________ 15 /i 11 'Ia 22 .37 flanged and threaded 20 -;;;;- --:j -i- 55 - fig. 312 25 '/,s 14 1'/a 29 .83 Rik 1/4 32 '/s 16 1'/4 32 1.33 1½ 40 . 's/is 21 1'/io 37 1.79 2 50 1 25 1/,s . 43 2.89 21/2 65 11/i 27 Ohe 49 4.29 3 80 1/16 30 23I,e 58 6.44 3'/2 90 1'/a 35 2% 60 8.42 4 .100 la/is 40 2% 67 10.64 center to end of pipe 5 125 1'/a 48 3'/i 78 16.96 center to face of fitting 6 150 2'/is 56 37/ 87 26.02 8 200 2Ia 73 41/4 108 50.17 *1 NP25 DN size available in I NPS/25 DN x ½ NPS/15 DN reducing size, black or galvanized. pf-63 size - - . A . B- C - D . black NIPS DN NIPS DN in mm In mm in mm I in mm lb kg /2 15 10 % --16 a/ia 17 1'/io 27 "/is 27 .34 .16 1/4 8 '/e 16 3/4 19 1 /14 27 /w 27 .40 .19 3/4 20 .V 15 "/is -17 . "/ie 21 1/16 30 114 32 .51 .24 1 25 8/4 20 -'/ie 21 10/16 24- 1%35 l"/io 37 .76 .35 Vs. . 15 1Vte 17 15/ 24 1'/4 32-- 13/9 35 .67 .31 1 25 '5/is 24 11/0 29 1/is 40 1 'Vis 43 1.21 .55 11/4 32 3/4 20 13/ 21 1'/a 29 17/ie 37 1/ 41 1.02 .47 Vs 15 lVis 17 1'Iia 27 15/r' 33 1 /2 38 1.07 .49 11/4 32 1/16 30 .1'/A 32 113/s 46 11 48 1.74 .80 1/2 40 1 25 1 25 11/4 32 1% 41 l'/e 46 1.44 .66 3/4 .20 6 22 1Iis 49 11/2 38 1's/is 46 1.55 .71 1/2 15 3/4 19 11/4 32 1% 1 35 1 1% 41 1.53 .70 1'/2 40 1/io 33 11/2 . 38 2 51 21/e 54 2.59 1.18 iVi 32 1/i G 30 Vhr 37 VIe 48 21/ie 52 2.33 1.06 2 50 1 25 iVie 27 17/ie 37 1314 44 2 51 2.08- .95 3/4 20 15/ 24 1½ 38 1% 41 2 51 2.20 1.00 1/2 15 /ie 21 17/is 37 11h 38 1% 35 2.22 1.01 2 50 1 /16 40 1/a 48 2/i 62 2/1e 65 4.01 1.83 2/z 65 1'/a 0 40. l,/io 33 1''/ie 46 21h: 56 2'/ie 62 . 3.68 1.68 1'I4 32 13he 30 1/4 44 2'/is 52 2% 60 3.41 1.55 1 25 1 25 13/4 44 1/ie 49 25/is 59 2.93 1.34 214 65 1/a 48 2Iis 56 21/ie 71 3Vie 78 6.44 2.93 3 80 2 50 1% 41 21/4 57 ON 65 21/i 75 5.35 2.44 VIz 40 1% 41 2/ie 59 2/,e 65 2/ie 75 5.65 2.57 1 '/4 32 1% 41 1 2/ie 59 2./w 65 1 21 /i 75 5.98-1 2.71 3½ 90 3 80 2/ie 56 2/ia 62 314 81 33/s. 86 8.95 4.07 31/3 90 2/ie 62 211/ie 68 31/ 89 311/10 94 11.89 5.40 4 1 3 80 2/i 56 21%6 68 31/4 83 3% 92 10.63 4.84 2Vz 65 23/is 56 214 70 31/4 83 35/6 92 11.27 5.12 2 50 On 58 2Wie 75 3V. 83 35/6 92 11.89 5.40 4 100 2"he 71 3Iis 84 4 102 43/s 111 16.47 7.49 5 125 3 80 2'/is 71 3'/io 87 4 102 411/4 111 19.00 8.64 21/2 65 21 /i 71 3'/2 89 4 102 41/4 111 19.88 9.04 5 125 33/s 86 3t3/ 17 5 127 26.66 12.12 6 150 4 100 213/5 71 37/s 9803 4'51/is 125 23.53 10.70 3 80 2/e 59 3'/is 97 450/io 97 39/ms 90 4l8/i 122 19.43 8.84 8 200 6 150 4/i 106 5½ 13041 6% 162 51.11 23.24 90 elbow reducing: fig. 352 A, B: center to end of pipe C, D: center to face of fitting Not stocked Grinnell cast iron threaded, (class 125) weight (approx.) each elbows (cont'd) ___size A__ __B______ black galv.__ NPS ON in mm in mm lb. kg lb. kg 221!? elbow 20 3/a 10 7/ 22 .52 .24 fig. 356A 1 25 11 1 25 .80 .37 / S V/4 32 1/2 13 1'/e .29 1.40 .64 ' 1/ 40 5/4 16 11/4a 1A , . ? 32 1.64 .75 2 50 3/4 19 1'/io 37 2.50 1.14 • I 21I2 65 3/4 19 1/e 41 3.95 1.80 weight (approx.) - - -. each pf-64 Grinnell cast iron threaded, (class 125) pressure ratings. psi saturated steam: 125 L liquid & gas at 150 F: 175 (saturated steam: 8.6 pressure ratings, bar L liquid & gas at 65 C: 12.1 wgt (approx.) each tees __________' - A_ _B _C_ D - F_ - black galvanized NPS ON in mm In mm in I mm In mm in mm In mm lb kg lb kg 1. 8 'k 13 '4 13 '4 13 "As $ '34, 5 %a 5 .22 .10 .23 .10 fig. 358 straight 31 10 31 16 '4 18 1% 16 I 25 1 25 1 25 .35 .16 .36 .17 b 16 "ho 17 "h. 17 "It, 17 ilk 29 1'!. 29 131 29 .56 .25 .58 .27 3'. 20 "I,. 21 "h. 21 "ho 21 i'hi 33 I'M 33 1'hio 33 .84 .39 .85 .39 1 25 10/, 24 "h. 24 "It. 24 1'I 38 Ilk 38 1'h 38 1.25 .571 1.31 .60 1/. 32 1'/ 29 1k 29 1'k 29 114 44 11'. 44 1~ 44 2.03 .93 207 .94 1'k 40 154, 33 "he 33 As 33 1"I,i 49 1'I16 49 l's!,. 492.701.222.721.23 r- • 2 21/i 50 65 1116 1"h, 40 46 131, 1'~. 40 46 I'M 1W11 40 48 21. 2/is 57 68 2'A 57 2°/i, 68 21. 2"/'o 57 88 4.23 6.67 1.93 3.04 4.33 6.79 1.97 3.09 3 80 2°/i. 56 2%o 56 2314 56 3'!. 79 3% 19 3'!. 79 10.00 4.55 10.16 4.62 - 33, 90 Via 62 No 62 21is 62 3°/i. 87 The 87 3'!,, 81 1329 6.05 13.82 6.29 rn-i 4 100 2"!'o 68 2"/ii 68 2"!,, 68 3'6 95 3Y, 95 3% 95 16.33 7.43 16.99 7.73 5 6 8 125 2W A, 3'!. FA 84 98 3°/is 3~ Be32 . 84 98 132 334e 3°/a 53ho 84 98 132 414 51!. 6°/i, 114 130 167 4%114 5'!. 6'ha 130 167 4'!. 51!. 634e 114 130 167 27.3312.43 40.85 79.00 16.57 35.90 27.67 41.40 81.25 9.85 18.82 36.94 A, B, C: center to and of pipe D, E, F: center to face of fitting reducing too - - - - - - - - - fig. - '4 15 14 15 31 14 10 8 ".14 "ho 17 17 "I,, "/,, 17 17 30 % 19 21 13, 139 --- 29 29 1'!. 134 29 29 13 134 29 29 .57 .57 .25 .25 - - - - '4. 15 "ho 17 "/,. 17 '31, 21 134, 30 131, 30 1'/. 32 .78 .35 -. 'A 20 39 10 "I,, 17 '3,, 17 .514 24 As 30 Ols 30 114 32 .75 .35 .. - '1. 8 34, 14 54, 14 31 22 134, 27 1i4 27 1%6 30 .62 .29 - 14 148 15 '4 15 '%o 21 17 ' 34s "ho 21 17 '314 94s 21 21 ISIs 1 34, 33 30 1¼ 134 32 29 131, 1% 33 32 .75 .64 .34 .29 - - - - 3120 3120 '31621 '34,24'514 21154, 33134 32153433.79.36 - 3/u 15 31 15 '4 20 '3i 21 '34, 21 "Its Ii 1% 1 32 1% 32 134i 30 .68 .31 - - 34 20 '34, 21 '31, 21 114 24 139 35 1% 35 131s 37 1.11 .51 - - 1 25 14 15 "I,, 17 "he 17 "A24 1¼ 32 114 32 1% 35 1.01 .46 1.03 .47 '4 8 "/ , I,17 ", 17 1% 29 1'A 32 114 32 139 35 1.01 .46 - - 1 25 '34, 24 '3l 24 '54, 24 1'A 38 1°Ao 37 1% 38 1.13 .52 - - 1 25 34 20 34 20 '34, 21 'Sb a 21 '31k 24 1% 35 iSle 33 i'M 37 1.00 .46 - - 14 115 t1J, 17 "he 17 '54, 24 11/4 1 32 131, 30 1% 35 .891.41 - - 1 25 '3i 24 '34, 24 '31, 24 13/i 38 13* 35 11h 38 1.08 .49 - - 31 15 34 20 '31. 21 '34 21 '$1, 24 13* 35 114 32 131, 37 .91 .42 - - - '4 - 15 "ho 17 34 19 '%a --- 24 114 32 I%o 38 130 35 .90 Al - - k s 1 25 1 '54, 24 "A, 24 '34, 24 134 38 134 32 1% 38 1.08 .49 - _.B. 34 '415 20 30 31 1 20 15 1 25 31 ', 1 24 25 '°M 1 24 25 '34, '310 21 21 1A, 1'.b, 37 37 134. I'M 37 37 1% 13* 35 35 .99 1.00 .45 .46 - - - 1 25 '14o24'31. 24116 29131 40131e 401"4o431.73.79 - - 1°/s 32 30 20 '34, 21 '3i 21 13, 29 i'M . 37 1'A . 37 139 41 1.57 .72 - A,B,C: 14 15 ', 34 17 '34, 17 134, 29 131, 33 134, 33 i5i 40 1.47 .87 - - 1'.' 32 1A 20 1% 29 1% 29 13A 44 1'11, 43 134 44 1.79 .82 - - center to end of pipe center to face of fitting D,E,F:'%a 3420 114 32 1 25 1 14 25 15 ', '31, '34.21 24 17 'Sb '14, '316211A 24 17 1~ 1% 29 29 291A. 131 , As 40 33 371% 131. 1 114 40 32 351% 1'34. iS/u 43 40 411,36.62 1.53 1.27 .70 .58 1.56 1 1.30 .71 .59 134 32 11A 29 1'A 29 1% 29 130 44 13* 41 1% 44 1.73 .79 - - 34 20 1 25 '34, 24 "A24 134 1 29 Me 40 131, 37 1°'M 43 1.43 .65 - - 30 20 'Sbs 21 34. 21 13/. 29 134. 37 As 33 139 41 11.27 .58 31 15 1.4 32 134 29 114 29 1% 29 154 44 134, 40 130 44 1.64 .75 - - 1 25 '11, 24 '31, 24 1% 29 ISle 40 139 35 11M 43 1.38 .63 - - 34 15 34 15 134, 21 '34. 21 1% 1 29 134, 37 134. 33 1% 41 1.00 .46 - - 1 25 1 25 1¼ 32 134 29 114, 29 "M 1 24 1"M 43 i'll, 43 131, 40 1.49 1 . 68 - - pf-65 Grinnell cast iron threaded, (class 125) wgt (approx.) each S(cont'd) --D_ 8 _F_ black galv. NPS ON NFS DN NIPS ON In I mm in mm In mm In mm in mm In I mm lb 1 kg lb I kg 1'/. 32 13½ 30 1'/ 30 1'/ 32 l'% 46 I"!. 46 I'!. 48 2.44 1.11 ICiflgtee 1'k 40 1 25 1 25 1 25 1'k 32 1% 41 1% 41 I"/i. 46 2.13 .972.17.99 - 359 3/4 20 17 22 'I. 22 1114 32 1'!. 38 l'/, 38 1/4 44 1.95 .89 - '4 15 '½, 21 4w 21 l'/a 32 I'!.. 37 0.6 37 1"/i, 43 1.84 .84 - 11b 40 l3ha 33 V/a 32 13½ 33 11/16 47 VI, 48 1I5 49 2.50 1.14 - - V/a 32 1'!,. 30 11/, 29 1½ 32 l"/i. 46 1½ 44 17/a 48 2.28 1.04 11/4 32 1 25 1 25 n116 24 11/4 32 1% 41 1'!,. 40 194. 46 1.97 .90 2.05 .94 lump 1'h 40 1. '4 20 15 '4 12/,, 22 21 '3/,, "/i, 21 17 11. 1/4 32 32 1½ 11/. 38 37 1'/w 1½. 37 33 11. 111!,, 44 43 1.79 1.67 .82 .76 - 1.73 - .79 _______ 1'I. 40 111,. 33 VIa 32 1½. 33 l"/ie 49 1"/i. 46 1151,. 49 2.29 1.04 - 1'I 32 116 30 1'k 29 1/a 32 1'11. 46 111/15 43 17/i 48 2.08 .95 - - 1 25 1 25 1 25 "4. 24 17 32 1'/a 41 1'I. 38 1'I,. 46 1.72 .79 'Ia 20 'I, 22 "4, 21 11/4 32 1½ 38 134 35 1314 44 1.70 .78 - - 'Al 15 '346 21 1 19 11!. 1 32 171,, 37 1 t'I,, 33 1"'i. 43 1.75 .80 31 20 1½ 40 1% 33 1 32 151. 33 154, 49 134 44 131, 49 2.18 .99 - - ½ 15 14 40 136 33 1¼ 32 134, 33 134. 49 1% 43 I'31. 49 2.14 .98 - - 1½ 32 13c. 30 1% 29 1% 32 1'34, 46 134, 40 1% 48 1.93 .88 - - 1% 32 1½ 32 1% 32 1% 32 154. 30 11k 48 1½ 48 194. 48 2.29 1.04 - 1¼ 32 1 25 1% 40 1% 32 1¼ 32 134, 30 1½ 48 1'311 46 1'3i 46 2.07 .94 - 1 25 1 25 1% 32 1% 32 1 25 1'S". 46 194. 46 1% 41 1.84 .84 - - 114 43 13½ 33 134, 33 1'h 38 2 51 2 51 2¼ 54 3.59 1.64 3.74 1.70 .rj ....... £-. 14 32 131. 30 134, 30 I'M 37 1½ 48 1½ 48 2'ii, 52 3.38 1.54 - 2 50 1 25 I'M 27 i'M 27 1½. 37 134 44 1½ 44 2 51 3.05 1.39 3.14 1.43 +e 41 34 20 ½ 22 '4 22 i'M 37 134. 40 1N, 40 1'34. 49 2.86 1.30 1112 2 50 As 40 1½ 38 1316 40 244 57 21A 54 2% 57 3.70 1.69 - Li 1% 40 1344 33 134. 33 1½ 38 2 51 1'34. 49 2% 54 3.24 1.48 - 1% 40 1A 32 131. 30 134. 30 1½, 37 1½ 48 1% 46 2¼. 52 2.98 1.36 - - L. 1 25 134, 27 1 25 i1%37 134 44 1% 41 2 51 2.66 121 - - or to end of pipe 34 20 '4 22 '4 22 1%37 134, 40 1½ 38 191, 49 2.46 1.12 ½ 15 '31. 21 "M 21 1½. 37 1¼ 38 As, 37 13A 48 12.34 1.07 2.38 1.09 F: 2 50 2 50 134, 40 I'M 37 141, 40 2½ 57 2%6 52 2¼ 57 3.71 1.69 or to face of filling 1½ 40 134. 33 1A 32 113 38 2 51 1½ 48 2½ 54 3.13 1.43 - - 1% 32 1% 32 1316 30 144 29 I'M 37 1'A 48 1½ 44 2¼. 52 2.90 1.32 .. - 1 25 lA, 27 1 25 i'M 37 134 44 1% 41 2 51 2.73 1.24 - - 34 20 '4 22 '4 22 1½, 37 1344 40 114 38 1'34. 49 2,50 1.13 - - '4 15 1¼. 27 1 25 114. 37 134 44 1% 41 2 51 2.48 1.12 - 2 50 134. 40 i'M 37 1'A. 40 21A 57 2 51 214 57 3.46 1.58 - 1 25 1½ 40 134. 33 I'.4 32 1½ 38 2 51 1%46 2½ 54 2.85 1.30 - - 144 32 134. 30 144 29 1½ 38 1½ 48 1% 44 2%. 52 2.94 1.34 1 25 1¼6 27 i'M 27 1'Ai 37 134 44 1% 41 2 51 2.70 123 - - 2 50 154. 40 1'M 37 As 40 21A 57 1% 49 244 57 3.31 1.51 - - 34 20 1½ 40 131. 33 134, 33 l'4 38 2 51 19A 46 244 54 3.40 1.55 1¼ 32 134, 30 1% 29 I'M 37 1½ 48 131 44 2¼. 52 2.50 1.14 - 2 50 1'A. 40 1¼. 1 37 1%. 40 2% 57 1½ 48 2~ 57 3.30 1.50 - 4013½ 33134351½ 382 511'34i462% 542.951.34__ 1½ 40 1½ 40 113 38 1½ 38 As 33 21A 54 244 54 2 51 3.23 1.47 - I'A 40 1% 32 1½ 38 i'A. 37 As 33 244 54 21A. 52 2 51 3.07 1,40 - - 143 40 1 25 2 50 14 38 1½. 37 1%6 33 2% 54 2 51 2 51 2.91 1.33 - 144 32 1% 32 I'M 37 i'M 37 141, 30 2'M 52 244, 52 1½ 48 2.81 1.28 1% 32 1 25 114, 37 1'M 37 1'M 30 244, 52 2 51 1½ 48 2.66 1.21 - - 1 25 1 25 i'M 37 1'M 37 131. 30 234. 52 2 51 1% 45 2.70 1.23 - - 2 60 134, 40 131. 40 144 48 2½. 62 2½. 62 231. 65 588 2.68 6,02 2.74 1~ 40 154. 33 131. 33 1% 46 231, 56 234. 56 2'A. 62 5.14 2.34 -. - 13 lF. 1% 32 134 , 30 134. 30 134 44 244, 52 244. 52 2% 58 4.83 220 - - 1 25 1 25 1 25 134 44 154. 49 1'34. 49 234. 59 4.46 2.04 - - 31 .20 44 22 44 22 154 44 131 44 1% 44 2¼ 57 429 1.95 - - 13 15 34 19 '4 19 134 44 l'44. 43 I'34 43 234, 56 4.00 1.82 - - 2'k 65 - - 2½ 65 131. 46 1½ 48 191.46 2'½. 66 231. 65 294. 68 6.00273 - 2 50 As 40 131. 40 1½ 48 211, 62 2% 57 231, 65 5.17 2.35 - - 1½ 40 131. 33 131, 33 1'34, 46 234, 58 2 51 2½. 62 4.42 2.01 2 50 1% 32 134. 30 1346 30 134 44 234. 52 14 48 2% 60 426 1.94 - - 1 25 1 25 1½. 27 1'A 44 1'S/a, 49 134 44 234. 59 3.92 1.79 - - 44 20 44 22 ½ 22 144 44 134 44 154. 40 2% 57 3.62 1.65 - - 43 15 Sf. 19 'Si, 21 1% 44 1"/, 43 1½ 38 234, 56 3.57 1.63 ph-66 tee red fig. Ii A. B cent 0, E cent cast iron threaded] bushings weight each, lb weight each, lb. black galv. black galv. size, In. size, im hex bushing YA !.4 .021 .022 fig. 383 3 2',4 1.96 2.56 1.98 2.61 34 1,4 .038 .039 1,4 .045 .047 02 2.42 2.48 34 1,4 .050 .070 .053 .073 0134 01 Y, 232 2.54 2.38 2.64 .060 .062 01 2.65 2.75 1/2 .103 .105 31/, 2.50 2.56 '4 4 .119 100 .121 .105 1/. .090 .093 3 3.15 3.21 02'/, 3.29 3.33 '4 .170 .174 4 02 3.11 3.24 '/, .215 .220 011,4 3.44 3.50 0 3/ .182 .188 011,4 3.54 3.60 0 1,. 0% .186 .208 .192 .216 Di 3.59 3.6a 1 .298 .302 3% .385 .393 4 3.94. 4.10 1% a 1,4 .300 .305 3'% 4.00 4.30 0 3% .290 .295 5 03 4.83 4.93 O 34 .290 .300 021,4 4.87 5.08 1% .327 .334 02 5.12 5.24 1 .500 .520 5 5.24 5.45 11,4 03% 0 '/, .470. .420 .500 .470 O 3% .470 .500 04 6.83 7.11 O '4 .470 .490 6 0334 7.13 7.40 03 7.75 8.06 11,4 1% .687 .810 .680 .830 02',4 02 7.72 7.78 • Dl .730 .760 8.00 8.32 2 0 '4 .710 .750 6 13.19 13.5 O 1/ O 3 .770 .750 780 .780 0 Y .750 .800 05 1365 14.0 8 04 13.93 15.0 2 .920 .950 03½ 14.60 1',, 1.290 1.340 03 15.50 15.8 21,4 01% 1.240 1.250 8 22.0 225 34 1.160 1.250 1.230 1.290 'i, 1.280 .... 06 24.5 05 04 27.5 26.1 21,4 1.63 1.66 2 1.90 1.94 10 32.5 33.0 3 0134 1.79 1.77 1.83 1.80 Di '4 1.90 1.92 12• 08 06 37.0 40.0 40.5 0 34 1.92 1.93 1.95 2.01 1 05 41.0 41.5 face bushing '4 1,4 .009 .010 1½ .345 .350 . fig. 540 .5492 3% 4 1,4 .015 .020 .015 1 3A .684 .525 .535 .690 .020 ½ .695 .703 0 126 Y2 3% '4 .030 .040 .030 .040 2¼ 2 1½ .615 .850 .620 370 .960 11/4 .935 '4 1/2 '4 .055 .065 .055 .065 2½ .970 .988 34 .070 .070 3 2 1.330 1.380 11/2 1.500 1.560 1 34 .085 .090 1½ 1.540 S 316 2½ 1.760 1,4 .120 .125 1 .160 .165 2 2.100 3 1.920 1.960 134 '4 .268 .273 2 .245 .250 4 2½ 2.550 2.650 2 2.700 2.820 1 34 1% 1 .145 .339 .150 .346 3 1 4.130 4 5.820 6.050 3% .391 .398 .320 .330 6 3 6.900 S 2¼ 7210 Not stocked 0 Inside hex Note: Hexagon head or octagon head bushings, size 2% In. and smaller reducing one size may be made either of malleable Iron, ductile Iron, or steel. Other sizes may be made either of cast iron, ductile iron, malleable iron, or steel. Face bushings, sizes 21/2 In. and smaller may be made either of malleable Iron, ductile Iron, or steel. Face bushings, 3 in. and larger reducing one size may be made either of malleable iron, ductile iron, or steel. Face bushings, 3 in. and larger reducing two sizes or more, maybe made either of castor malleable iron, ductile iron, or steel cast iron threaded plugs weight (approx) each, lb. (cored) fig. 387 weight (approx) each, lb. (solid) fig. 388 size, in. black ' galvanized black galvanized square head plugs cored: fig. 387 . 4 ..... ..... ::::: % .100 .104 -. 3% .132 .135 .169 .175 1 .250 .281 .320 .333 - -- 134 .391 .407 .531 .546 solid: fig. 388 1 Y, .500 .515 .760 .770 2 .815 .833 1.230 1.250 234 1.320 1.340 2.000 2.080 3 1.870 1.910 3.180 3.310 334 2.500 2.6000 4.380 S 4 4.000 4.000 bar plugs cored: fig. 389 solid: fig. 380 countersunk: fig. 390 cored: fig. 389 wgt (approx) wgt (approx) wgt (approx) solid: fig. 380 size, each, lo. each, It. size, each, lb. in. black gelv. black galv. in. black gaiv. 34 .050 .053 4 3.82 3.97 5.68 0 34 .090 .100 1 .195 .200 5 650 683 9.60 0 11% .320 .340 12/2 .470 .480 countersunk: fig. 390A 2 .840 1.3 6 9.94 10.34 14.78 0 234 1.400 2.0 3 2.250 3.0 8 20.26 21.00 S S 31,4 3.020 3.5 4 3.760 3.9 cap fig. 381 weight (approx) each, lb. size, in. black gaiv. 21/2 2.55 3 4.10 kIl 4 5 6 8 6.40 10.70 14.20 14.60 27.23 28.35 locknut fig. 370 weight (approx) each, lb. size, in. black galv. . 234 1.13 1.16 3 1.60 1.70 4 3.50 3.55 floor flange fig. 1006 bolt holes cored size, in. diam. of flange, In. - no. of holes diem, of holes weight (approx) each, lb. _______ - size, in. diam. of flange, in. - no. of holes diem, of holes weight (approx) _ ______ each, lb. __ __ black galv. black I galv. 34 21K6 4 Y .39 .40 1 4 4 34 1.13 1.14 34 3 4 34 .43 .45 134 4 4 34 1.14 1.15 34 3j4 4 34 .73 .74 134 434 4 X6 1.55 1.56 34 334 4 34 .80 .81 2 534 4 )% 2.40 2.43 Not stocked .34, 34 and 34-inch plugs furnished in steel. A 1/3 and 344nch countersunk plugS furnished in malleable iron. Grinnell malleable iron class 150I13N 20, (standard) Grinnell Class 150/PN 20 (Standard Weight) Malleable Iron Fittings conform to American National Standard ASME B 16.3. (saturated steam: 150 SSUre ratings, L liquid & gas at 150 F: 300 saturated steam: 10.34 pressure ratings, bar L liquid & gas 65°C: 20.68 Grinnell standard weight banded pattern fittings in this catalog, sizes /s NPS/6DN to 6NPS/15ODN inclusive, are included in the "List of Inspected Fire Protection Equipment and Materials" issued by the Underwriters' Laboratories, Inc. wgt. (approx) wgt. (approx.) each each elbows size A size A black I_9anized I black galvanized _-NPS biF -1;;-I mm W _mm i ij th kg 900 elbow 6 a/ia 17 .06 .03 .07 .04 2 50 2¼ 56 2.06 .94 2.01 .92 fig. 1101 1/4 Na 8 10 1 I,a 18/16 21 24 .11 .17 .05 .08 .12 .17 .06 .08 2½ 3 65 80 211/16 31/is 67 77 3.54 5.20 1.61 2.37 3.64 5.35 1.66 2.44 1/2 15 11/8 28 .26 .12 .27 .13 31h 90 37/5 87 7.10 3.23 7.19 3.27 3/4 20 1/,8 33 .38 .18 .43 .20 4 100 313/16 96 8.95 4.07 9.37 4.26 1 25 V/2 38 .63 .29 .65 .30 5 125 41/2 113 13.90 6.32 14.50 6.59 1 1 32 1 t1/4 44 .96 .44 .94 .43 6 150 51(6 128 23.00 10.46 23.50 10.69 A: center to and 11/2 1 40 J 115/te 1 49 11.30 1 59 11.34 1 .61 reducing elbow fig. 1101 . ______ ______ ______X . z weight (approx.) each, lbikg. black galvanized lIPS ON NIPS ON in mm In mm - lb I kg lb kg 1/4 8 1/8 6 3/4 19 3/4 19 .10 .05 .10 .05 /a io '/. Va 8 6 'Ia '31rn 22 21 18/, 7/ 24 22 .14 .12 .07 .06 .15 .07 ½ 15 '/a 'I' 10 8 1'/,a 1 27 25 1 Vie 1 . 27 25 .21 .19 .10 .09 .22 .20 .10 .09 II' 15 13/16 30 1'/4 32 .39 .18 .40 .19 3/4 20 % 10 11/8 28 11/8 28 .29 .14 .30 .14 1/4 8 11/8 28 11/8 28 .26 .12 .28 .13 3/4 20 13/8 35 1'/ia 37 .55 .25 .58 .27 1 25 /2 15 11/4 32 1/8 35 .46 .21 .47 .22 % 10 11/Ia 1 30 1'/4 32 .41 .19 .42 .19 1 25 19/1a 40 1 1/1e 43 .86 .39 .90 .41 1 1 /4 32 3/4 1/2 20 15 1/1e 1318 36 35 1% 111/16 41 39 .71 .62 .33 .29 .73 .64 1 .34 .29 11/4 32 0l, 46 1/8 48 1.17 54 1.18 .54 C:... X and Z: center to end 1',, 40 1 3/4 25 20 1°/e 11/2 1 41 38 113/1e 1¼ 46 1 44 1.00 .83 .46 .38 1.05 .85 .48 .39 1 'I, 40 2 50 21/8 54 1.75 .80 1.78 .81 2 50 1/4 1 32 25 17/ 1/4 48 44 21/a 2 54 50 1.53 1.35 .70 .62 1.55 1.45 .71 .66 3/4 20 1% 41 2 50 1.30 .59 1.32 .60 2½ 2 l/ 50 40 2/,a 2/,e 61 55 25/e 21/ 66 63 1.37 1.06 3.00 2.55 1.37 1.16 3 80 2'Ip 2 65 50 2"/a 2°/ia 71 64 3 21 /,a 75 74 V7.87 1.82 1.71 4.05 3.91 1.84 1.78 4 100 3 80 3°/ia 84 3% 92 3.58 7.95 3.62 450 elbow: fig. 1102 each, wgt. (appr..) lb/kg. - wgt. (eppRot) each. IbJIco. size C_ size C black .J!erllzed _..!ac.L... jnized N NPS ON iW mm lb .JL L. fL .JL .JL .. JL L JL a_ /ial ' '6 '/4 6 8 /a -/4 17 19 .06 .11 .03 .05 .08 .11 .04 .05 2 2½ 50 65 1/i 1°/i. 43 49 1.71 2.78 .78 1.27 1.85 2.90 .84 1.32 ._Y JL _Li. 21 .16 .08 .18 .09 3 80 .4.48 2.04 .i i '/6 3/4 15 20 1/6 1 22 25 21 .37 .10 .17 .24 .39 .11 .18 31/2 4 90 100 2/6 2% 60 67 5.92 720 2.69 328 6.01* 7.35 2.74 3.34 C: center to end 1 25 11/6 .!.. .54 .25 .57 .26 5 125 3'/16 78 11.46 5.21 11.75 5.34 114 32 i" /i 33 .86 .39 .87 .40 6 150 137116 87 17.24 7.84 17.65 8.03 1¼ 40 1'/ia 37 1.13 1 .52 1 1.17 .54 'MADE TO ORDER IF QUANTITIES WARRANT. pf-50 Grinnell malleable iron, (class 150/PN 20) weight (approx.) each elbows, con'cl size - A J black galvanized NPS DN In mm In mm lb kg lb kg 900 Street elbow ¼ 6 "lie 17 1 25 .08 .03 .06 .03 straight: fig. 1103 8 W18 21 30 .11 .05 .12 .06 reducing: 11g. 1103R 10 i5/ 24 1 "he 37 .17 .08 .18 - .08 1/2 15 1¼ 29 1% 41 .24 it .26 .12 20 15/le 33 1/e 47 .41 .19 .42 .19 1 25 11/2 38 2¼ 53 .62 .29 .64 .29 11/4 32 1/4 44 21/ie 61 1.10 .50 1.14 .52 11b 40 1/1e 49 2 /15 67 1.44 .66 1.55 .71 2 50 21/4 56 3¼ 1 81 2.85 1.30 2.73 1.24 l. .1 21I2 65 211/ic 68 37/s 97 4.00 1.82 4.05 1.84 3 80 The 77 416 114 6.06 276 6.26 2.85 4 100 3i3/ 96 511/io 144 9.87 4.49 11.07 5.04 '/X3/e 15X10 IVIG 27 19/is 39 .23 .11 .25 .12 3/4 X'12 20X15 30 1/4 44 .32 .15 .36 .17 1 X '¼ 25 X 20 1/ 35 2Vie 52 .54 .25 .56 .26 1 /4 X 1 32 X 25 1°/16 39 28/ic 58 .86 .39 .89 .41 A: center to end X 3/4 X 20 1l1e 1 36 21/4 56 .75 .34 .77 .35 J: center to male end 11/, X 11/4 40 X 32 11 /1 46 29/w 65 1.18 .54 1.31 .60 first size mentioned X X25 1% 41 2¼ 63 1.08 .49 1.11° .51 ________ denotes female end 2 X 1½ 50 X 40 2 50 215/1e 74 1.85 .84 1.88 .86 450 street elbow ______ weight (approx.) each_______ fig. 1104 size C K black galvanized NIPS DN in mm In mm lb kg lb I kg ,1lIk < lie 6 "lie 17 22 .06 .03 .07 .04 1/4 8 3/4 19 ",/Is 24 .10 .05 .11 .05 3/c 10 '/ie 21 1 25 .14 .07 .14 .07 - - '/2 15 /e 22 11/c 28 .20 .09 -.21 .10 3/4 20 1 25 1/1e 33 .33 .15 .34 16 - 1 25 1¼ 28 1/1 36 .52 .24 .53 .24 1¼ 32 1/1 33 l"/ie 42 .84 .39 .87 .40 C: center to end K: center to male end /2 1' 40 1/1 37 li/c 48 1.21 .55 1.27 .58 2 50 1"/,e 43 1 2'/4 1 57 1 1.94 1 .89 1 1.95 1 .89 tees straight tee weight (approx.) each fig. 1105 size A black galvanized NIPS I DN In mm lb k9 lb I kg ( 1/8 6 11/18 17 .09 .04 .10 .05 1/4 8 /ia 21 .15 .07 .16 .08 3/6 __ 10 '5/16 24 .23 .11 .24 .11 -. 'Ic 15 1¼ -28 .38 .17 .37 .17 3/4 20 l/,e 33 .56 .26 .58 .27 1 25 1 '/2 38 .90 .41 .92 .42 - A - 11/4 32 13/4 44 1.31 .60 1.35 .62 1½ 40 11 /14 49 1.73 .79 1.79 .82 - A 2 50 2'/ 57 2.52 1.15 2.80 1.28 21/2 65 2"Iie 68 4.90 2.23 5.02 2.29 II 3 50 3l/ 78 7.12 3.24 7.25 3.30 31b 90 3/ic 87 9.00 4.09 9.40° 4.28 4 100 3's/ic 97 11.31 5.14 12.30 5.59 A: center to end 5 125 4/2 113 19.42 8.83 19.51 8.87 6. 150 51/8 128 25.50 11.59 29.90 13.59 * MADE TO ORDER IF QUANTITIES WARRANT. pf-51 conrd size x y Z weight (approx.) each black Jaflized NIPS DN I NPS 2L NPS DN In .rn In -MM I In - mm lb I ka JL kg igtee .. . __.L . _L 3/4 it .L .J.L i'±... it. ..J2.. ...i± _27. P3/hs i ~ i ~. it i! 14 IL i& 2 ± 15R 14 8 7/h 22 'Ia PL10 22 lb/ 24 .21 .10 .2210 4 8 3/ 'Ia 10 8 "As 'Ia 24 22 '3/is 'IIi, 24 21 /ia Wi6 24 24 21 .19 .10 .09 .22 .20 .10 .09 10 74 8 1/4 8 3/8 10 I5/, 24 16/16 24 7A 22 .19 1 .09 .20 .09 'Ia 15 O/A '/4 10 8 1'I1e 1 27 25 1 i/ia 1 27 25 1 h. 1 26 25 .30 1 .27 .14 .13 .32 29 .15 .14 F 3/ 10 'I.' 3/ 15 10 1'/ii 1'/ia 28 27 l'/,6 1 27 25 1'I 1 'ha 1 28 27 .33 .28 .15 .13 .33 .29 .15 .14 '4 15 84 10 Va 3/8 8 10 'I.' 'I, 15 15 11!8 1'/i,, 28 27 1 ill 25 27 11h 1 1 '/16 28 27 .29 .26 .14 .12 .29 1 .29 1 .14 .14 3/4 20 Va % 'Ia 15 10 8 1/1e i'M 1'/w 30 28 27 1/te 1'/ 1 1h6 30 28 27 11/4 1'!. 1 Va 32 28 28 .46 .42 .38 .21 .19 .18 .49 .46' .40 .23 .21 .19 /2 15 84 It, 20 15 1 /,e 13/, 33 30 11/4 11/0 32 28 1 3/ie 11/4 33 32 .51 .43 .24 1 .20 .51 .47 .24 .22 3 /4 20 ha 10 3/i 3/a 20 10 13/, iVa 33 28 V/a l6/, 28 24 1b/16 1Va 33 28 .46 .36 - .21 .17 .48 .34' .22 .16 Z '.i 20 1"/,e 33 V/a 28 161,6 33 .45 .21 .46 .21 1 25 3/4 V.' 3/ 1/4 20 15 10 8 1/a 1'/a 1/,a 1'/a 35 32 30 28 1% 1 'Ia On i'M 35 32 30 28 1 'lie 1% 11/4 V/a 37 35 32 1 32 .82 .70 .60 .55 .38 .32 .28 .25 .84 .74 .63 .55 -- .39 .34 .29 .25 ________ Vi 20 1 ,I2 3/4 20 25 15 1'/p 1% 11I 38 35 32 17/ia V/ia 13/1a 37 33 30 1½ VIm 1 13/. 38 37 35 .76 73 .59 .36 .34 .27 .81 .75 .62 .37 .34 .29 :enter to end 25 'h 15 1 3f 'Ia 25 20 15 114 1/a 11/4 38 35 32 11/9 11/4 1½ 35 . 32 1 28 1 Va Vhv 1% 38 37 35 .76 .56 .55 .35 .26 .25 .73 .62 .55 .34 29 .25 25 11h 38 161,6 33 VIa 38 .89 .32 .71 33 _12_ -n-- 25 1'!,. 37 35 1 'I's 1% 37 35 13/a V/a 35 32 .62 .55 .29 .25 .66 .57 30 .26 'Ia 15 -- 'Ia 15 14 32 1 61i 'Ia 84 25 20 15 10 V/ia 1'/i 1/a V/ 40 37 35 32 13/ia V/ia 1% 1'/i 40 37 35 32 l"/ia 1~ 13/ia Vhs 42 41 40 37 1.18 1.06 .98 .86 .54 .49 .45 .39 1.22 1.10 .98 .89 .56 .50 .45 .41 1 25 'A 1'/4 1 'Ia 32 25 20 15 13/4 1'/i Vho 13/a 44 40 37 35 1 '!'6 1'/.' 3h 124 43 38 35 32 13/a 1"/ia 13/a 1'/,a 44 42 41 40 1.13 1.11 .87 .76 .52 .51 .40 .35 1.19 1.13 .92 .54 .52 .42 1/a 32 86 20 I'M 1 84 32 25 20 13/4 1110 1'/,a 44 40. 37 1% 1'/ie 16/,a 41 37 33 1% 1 "As 1% 44 42 41 1.09 .96 1 .86 .50 .44 .39 1.10 .88 .86 .50 .40 .39 '4 15 11/4 1 32 25 13/4 13/ia 44 40 13/ia 13/v 40 35 13/4 111(, 44 43 1.04 .87 .48 .40 1.07 .94 .49 .43 25 - 1 1 25 1/4 1"i,a 1% 43 41 1 "/,a 16/a 4.3 41 16/ia 17/ia 40 37 .92 .90 .42 1 .41 .97 .93 .44 .43 -- -•- 1 .1 , 40 1 i/ 40 - V/a I 84 1/9 15 32 25 20 1 /m 1% 1/a 1'/, 46 41 38 37 1 '3/ia 1% 1'/.. VAR 46 41 38 37 17/a 47 1'3/ia 1114 iWia 46 44 42 1.46 1.44 129 1.19 .66 .66 .59 .54 1.47 1.49 1.40 1.25 .67 .68 .84 .57 i'k 40 116/i,, 49 1'/a 47 1"Iie 49 1.50 69 155 .71 1,/4 32 1/4 1 3/ Va 32 25 20 15 1 3/, 13/a l'/ 17/18 46 41 38 37 13/4 13/ia 17/,a 13/a 44 40 37 35 VIa . 113/1 6 13/a 1 "/Irj 47 46 44 42 1.52 1.26 1.08 1.03 .69 .58 .49 .47 1.42 1.27 1.10 1.10 .85 .58 .50 .50 tees, reducii fig. 11C 1! I X, V, Z: Grinnell malleable iron, (class 150/PN 20) { saturated steam: 150 pressure ratings, psi liquid 1 gas at 150' F: 300 { Saturated steam: 10.34 pressure ratings, bar liquid & gas at 65' C: 20.68 IvI'iIJc I LI sJr,Ur1 ir UU#N I ITIS WARRANT. pf-52 Grinnell malleable Iron, (class 150/PN 20) (continued) size X Y Z weight (api imx.) each black galvanized JL cm ,' t 1'/2 40 1'iia 49 1'/ie 46 1W1. 49 1.50 .69 1.54 .70 11O 'R 1 25 1½ 32 .11/,a 46 1"/. 42 1'/. 47 1.30 .59 1.44 .66 1 25 1% 41 1'/2 38 1W1. 46 1.15 .53 1.18 .54 3/4 -- 20 -- JYL 1~ 44 V'Ii. 49 L41 4 t56 .71 1'/a 40 114 20 34 20 11/2 38 1b/1 33 I'M 44 1.00 .46 1.03 1 .47 15 1½ 40 1W1. 49 1W. 42 1Wie 49 1.35 .62 1.42 .65 1'/i 1 32 25 ½ 11h 1 32 25 Vh 40 1/. 113 /ic 47 46 i'M i". /i 47 46 1'/i, 1% 46 31 1.45 1.19 .66 .54 1.40 1.24 .64 .57 1'h 40 2 50 2 50 23/i. 55 2.55 1.16 2.65 1.21 IV. 32 17/. 47 1'.'. 47 2½ 53 2.35 1.07 2.55 1.16 2 50 1 25 10/4 44 1314 44 2 50 1.79 .82 2.00 .91 3/ 20 1% 41 1% 41 2 50 1.87 .85 1.90 .87 ½ 15 1½ 38 1'/2 38 17!. 47 1.65 .75 1.70 .78 2 50 21/4 57 23/ia 55 21/4 57 2.24 1.02 2.39 1.09 2 50 11!. 40 1'h i'M 40 32 2 1,/a 50 47 . 1"/. 11"/,. 49 46 23h. 2116 55 53 1.95 1.76 .89 .80 1.95 1.83 .89 .84 1 25 13/4 44 1% 41 2 50 1.58 .72 1.61 .74 11/4 32 2 1 '/2 50 40 21/4 2 57 50 2½ 1',. 53 47 2'/4 23/,. 56 55 2.20 1.85 1.00 .84 225 2.00 1.03 .91 1V. 32 1'M 47 13/4 44 1 2½ 53 1 1.72 .79 1.79 .82 1 25 2 50 2'/. 57 2 50 2'!. 57 2.14 .98 2.28 1.04 - Z: center to end ½ 15 2 50 2'!. 57 171. 47 2'!. 57 2.14 .98 2.25 1.03 11h 114 40 32 Vk 1½ 40 -- 32 -. 2 SC) 21/. 53 21/. 53 i'M 47 - 1.70 .78 1.82 .83 1 25 1 25 2 1 50 2 50 1'!. 44 1.63 .74 1.63 1 .74 2 50 2% 60 2% 60 2% 66 3.65 1.66 3.75 1.71 1½ 40 23/a 55 2'/i. 55 2½ 63 3.46 1.58 3.57 1.63 2½ 65 11/a 32 29i6 52 21/l. 52 27/t. 61 3.34 1.52 3.47 1.58 2'h 65 1 '/i 25 20 1'!. 0. 47 44 1'!. 1% 47 1 44 23/6 21/,5 60 58 2.85 2.82 1.30 1.29 3.00 2.80 1.37 1.28 2 2'!, 2 65 50 - 2"!,. 2% 68 60 2'!. 2'!. 66 57 2"!,. 2% 68 86 .3.65 3.28 1.66 1.49 4.10 3.32 1.87 1.51 1½ 40 21h 2 65 50 2"/. 2% 88 60 2½ 2%s 63 55 21½. 2% 68 66 3.80 3.43 1.73 1.56 3.80 3.51 11.73 1.60 2 50 2 50 2'!. 65 2'!. 66 2% 66 2% 60 3.50 1.59 3.59 1.64 2'!., 65 21%. 71 21/,. 71 3 75 6.09 2.77 6.22 2.83 2 50 21/, 63 21/, 63 27h 73 5.79 2.64 5.81 2.64 3 80 1'/ 40 25/i. 58 25/i. 58 2"/ia 71 5.11 2.33 5.26 2.39 1 /A 32 21/,a 30 23/,5 55 29/. 69 4.68 2.33 4.67 2.13 1 25 2 50 2 50 2% 66 4.15 1.89 4.36 1.99 3 80 3/4 20 11!. 47 1716 47 2'!. 66 4.02 1.83 4.22 1.92 2!. 65 2'!. 2 65 50 2"/ia 2½ 71 63 2"/t. 2% 67 60 3 2'!. 75 72 5.80 4.80 2.64 2,19 5.91 4.85 2.69 2.21 2 50 3 2 80 50 31!. 21!. 78 63 27I. 2'!. 72 57 3½ 27!. 78 72 6.07 4.10 2.76 .1.87 6.53 4.30 2.97 1.96 21!. 65 2½ 85 3 80 3 75 3 75 2"!,, 71 5.82 2.65 6.00 2.73 - 3 80 3'!.. 83 31!,. 83 3114 91 11.02 5.01 11.30 5,14 4 100 lob 2'!, 2 1/, 65 50 40 3'Ii. 2'!. 2½ 77 69 63 3'!,, 23!. 2'!. 77 69 63 3l/ 3'!i. 3'/i. 88 86 83 9.80 8.39 7.47 4.46 3.82 3.40 9.25 8.80 7,86 4.21 4.00 3.58 3 80 4 100 3'% 71 354 91 31% 98 11.60 5.37 11.00 5.00 pf.53 tee redi fig., Grinnell malleable iron (class 150)PN 20) { saturated steam: 150 pressure ratings, psi liquid & gas at 150'F: 300 (saturated steam: 10.3 pressure ratings, liquid & gas at 65CC: 20.7 tees (continued) s ize A J eacn - wvigm (SIrox.l black galvanized NPS I ON in mm in mm lb kg lb I kg Street or service tee straight: fig. 1106 '/4 8 's/ia 21 13/ie 30 .15 .07 .16 .08 reducing: fig. 1106R 3/ 10 WIS 24 1/16 37 .24 .11 .26 .12 1/a 15 1½ 28 1% 41 .34 .18 .34 .16 I4 20 1/,e 33 1/e 47 .54 .25 .63 .29 1 25 1'!.' 38 21/a 53 .96 .44 .99 .45 1'/4 32 1/4 44 2/i 61 1.38 .63 1.49 .68 1'/e 40 1W18 49 2"hs 68 1.93 .88 2.00 .91 1 2 50 2'/4 56 31/4 82 3.16 1.44 3.20 1.46 - - I run wgt. (approx.) cI-- outlet each size A J A black PIPS I ON I NPS ON NPS ON In mm In mm in I rum lb I kg 32 1V4 11 1 1 I 25 11/4 32 I 1/4 44 22/ie I I 58 1/4 I I 44 1.32 I .60 A: center to end J: center to male end to be read as follows: female run, male run, outlet 2 50 I 11h i 40 2 I 50 21/4 56 2"he I 74 I 2½ 56 2.65 1.21 cross fig. 1107 A-A - -ii I IJ A ....ç A: center to end size A weight (approx.) each black galvanized NPS ON in mm lb kg lb kg 1/8 14 3/a 6 8 10 1,118 13/1 /io 17 21 24 .12 .18 .27 .06 .09 .13 .13 .19 .27 .06 09 .13 '/2 ¼ 1 15 20 25 - - 11/0 28 1 /16 11/2 33 38 .41 .69 1.12 .52 .19 .32 .51 .43 .66 1.14 .20 .31 1'/4 11/2 2 32 40 50 1/4 21/4 44 49 57 1.44 1.98 3.30 .66 .90 1.50 1.56 2.05 3.29 .71 .94 1.50 21/.' 3 65 80 2"/io 3'/io 67 77 5.90 7.93 2.69 3.61 5.75 8.10 2.62 3.69 4 100 313io 96 13.50 6.14 13.91 6.33 lateral 450 V-branch or lateral: fig. 1108 did / I V jp U W. ' T . ,..1 T, U. center to end ' V: end to end size I U V weight (approx.) each black galvanized jjj.- -'jj-- -j -- -- -j-- mm --in mm lb kg lb kg 3/ 3/4 10 15 20 '/a b/.' 13 16 19 1Iio I11/ic Vie 37 43 52 1/in 2/in 2l3/, 49 58 51 .27 .37 .62 .13 .17 .29 .29 .39 .85 .14 .18 .30 1 1'/4 1½ 25 32 40 1/ 1 1½ 22 25 28 2/ie 2/i 31/4 61 74 83 3/i6 3'/16 4~ 83 100 110 .86 1.63 2.00 .39 .74 .91 .93 1.62 2.06 .43 .74 .94 2 2/.' 3 - 50 85 80 1'/4 1½ l/in 31 38 43 VA, 43/4 5C/,6 100 119 139 Pie 6'/4 71/4 - 130 156 181 3.05 5.86 9.30 1.39 2.67 4.23 3.26 6.06 9.40 1.49 2.76 4.28 4 100 2 50 7 175 9 225 15.70 7.14 15.85 7.21 pt-54 Grinnell malleable Iron, (class 150/PN 20) couplings size W weight (op rex.) each black galvanized NPS ON in mm lb kg lb kg right hand 6 18/16 24 .06 .03 .08 .03 fig. 1121 1/4 8 1'/16 27 .09 .04 .09 .04 3/8 3 14 10 1/6 30 .13 .06 .13 .06 14 1 15 20 25 11/9 l"Iia 33 38 43 .20 .29 .48 .10 .14 .22 .21 .31 .49 .10 .14 .23 I 11/4 1'/2 32 40 1'116 21/8 49 54 .74 1.00 .34 .46 . . .76 .1.00 .35 .46 - 2 50 21/2 63 1.45 .86 1.55 .71 21/ 65 2/a 73 2.40 1.09 2.45 1.12 W: end to end 3 80 31/is 81 3.30 1.50 3.39 1.54 4 100 3"/io 94 5.65 2.57 5.73 1 2.61 reducer fig. 1125 size M weight (en prox.) each black galvanized NIPS ON NIPS ON in mm lb kg lb kg 1/4 8 Va 6 1 25 .07 .04 .08 .04 10 1/4 8 6 1'/e . 29 .11 .11 .05 .05 1 .12 .13 .06 .06 10 .16 .08 .18 .09 'I, 15 1/4 8 11/4 32 .15 .07 .16 .08 6 .14 .07 .15 .08 ½ 15 .26 .12 .28 .13 3/4 20 10 8 1/16 .25 .22 .12 .10 .26 23 .12 .11 'Ia 6 .24 .10 .25 .11 3/4 20 .42 .19 .44 .20 1 25 1/2 15 10 1"/16 .39 .35 .18 .16 .41 .38 20 .18 ______ ______ ___ 8 .35 .16 .37 .18 ____ 1½ ____ 32 1 3/4 25 20 2'/,a 52 ____ .68 .64 .31 .29 .70 .65 .32 .30 M ______ ______ ½ 15 .60 .28 .63 .29 1'/4 32 .90 .41 .93 .42 11/2 40 1 25 20 2 I,e 58 .90 .88 .41 .40 .91 .90 .42 .41 15 .77 .35 .80 .37 M: and to end 11/2 11/4 40 32 1.55 1.53 .71 .71 1.57 1.53 .72 .70 2 50 1 25 2'/,e 71 1.40 .64 1.40 .64 2/4 20 1.34 .61 1.34 .61 ½ 15 1.15 .53 1.20 .55 2 50 2.50 1.14 2.56 1.17 2'/2 85 11/2 1'/4 40 32 31/ 82 2.09 2.09 .95 .95 2.11 2.14 .96 .98 1 25 2.12 .97 2.20 1.00 21/2 65 . 3.31 1.51 3.40 1.55 2 50 3.23 1.47 3.38 1.54 3 80 1'/z 40 3"/io 93 3.30 1.50 3.47 1.58 11/4 32 3.22 1.47 .3.05 1.39 1 25 3.16 1.44 3.24 1.48 3 80 4.99 2.27 5.15 2.34 31k 90 2½ 65 4 100 . 4.72 2.15 4.80 2.19 2 50 4.32 1.97 4.40 2.00 31/3 90 6.30 2.86 6.45 2.94 3 80 6.55 2.98 6.62 3.01 4 100 21/p 65 43/5 110 5.93 2.70 5.95 2.71 2 50 5.10 2.32 5.00 228 11I2 40 4.90 2.23 5.00 2.28 5 125 4 100 49/ 115 9.57 4.35 8.20 1 4.19 6 150 4 100 413/,5 121 10.30 4.69 10.70 1 4.87 MADE TO ORDER IF QUANTITIES WARRANT. PI-55 Grinnell malleable iron, (class 150/PN 20) saturated steam: 150 pressure ratings, psi liquid & gas at 150° F: 300 f saturated steam: 10.3 pressure ratings, bar Liiquld & gas at 85° C: 20.8 floor flange fig. 11 90 size dIem, of flange diem. of . bolt circle no. of holes diem. of holes wgt. (approx.) each black galv. NIPS ON in mm In mm In mm lb kg lb kg '40 340 ½ 8 1 0 15 234 . 3 314 55 75 90 134 2 21h 47.5 51.0 63.5 4 4 . 4 ¼ 1/4 ¼ 6 6 6. .27 .33 .56 .13 .15 .26 .43 .48 .60 .20 .22 .28 34 1 11/4 20 25 32 3½ 4 4 90 100 100 214 3 3 63.5 76.0 76.0 4 4 4 '4 % '4 6 6 6 .60 .85 .90 28 .39 Al .58 .88 .90 .27 .40 .41 1½ 2 40 50 414 5½ j 115 140 3½ 4'A j 89,0 114.5 4 4 34. 3'ii 8 8 1 1.20 2.03 .55 .93 1.25 2.05 .57 .94 center to weight (approx.) each size center black galvanized return bends NIPS ON In mm 1b_ kg lb kg open pattern, r.h. ½ 15 1½ 38 .36 .17 .36° .17 fig. 1119 34 20 2 50 .64 .29 .68° .31 25 2½ 63 1.10 .50 1.15 .53 1'/d 32 3 75 1.77 .81 1.90° .87 to 1 1½ 40 314 88 2.55 1.16 2.70* 1.23 2 50 4 100 4.00 1.82 4.25 1.94 cap fig. 1124 size weight(approx.) each size weight (approx.) each black galv. black galv. NIPS ON lb I kg lb I kg NPS ON lb kg lb kg .14 '1/4 .% 6 8 10 .03 .06 .09 .02 .03 .04 .04 .06 10 .02 .03 .05 - 2 21h 3 1 50 85 80 1.13 1.75 2.59 .52 .80 1.18 120 1.80 2.75 .55 .82 1.25 ½ 34 1 15 20 25 .12 .22 .38 .06 .10 .18 .12 20 .38 .06 .09 .18 - 314 4 90 100 3.16 4.54 1.44 2.07 324 4.61 1.48 2.10 114 1'4 32 40 .58 .73 .27 .34 j1' .34 5 6 125 150 6.44 10.00 2.93 :4.55 6.89 9.98 3.14 4.54 hex locknut fig. 1134 size A B C o (mm) (mm) (mm) (mm) - size A B c D (min) (mm) (min) (min) I black I gamY. black I gaiv. PS N In nini in rn in Imml in In nan In min In aun in mm lb Ito lb kg j r'i um" x- U J' \ ' NPSLTh,*..J For nominal sizes larger see cast iron standard.11 10 IM0 25A .770 1'9A .280 7.1 .060 1.5 04 02 .03 04 .02 Th32 IN 2 40 40 So 2.100 23M W 5V .66D 020 472 53A 2 .47011S .080 BM 1.5 13 21 24 .10 :11 25 .192 .12 IN 15 20 1180 310 363 .0 T246 312 .10 --j IV °° 711 ° OM Is .08 .113 is M O cast iron 1/8, 1/4, 3/8 NPS/6, 8, 10 DN, made in steel. MADE TO ORDER IF QUANTITIES WARRANT pf-56 tucci I II W Security rnplexGrinnell CA1LOG ISO 9001 CERTIFIED - Central Grooved Piping Products are ISO 9001 Certified confirming conformance to the quality standards of our products. GOVERNMENT AGENCIES Coast Guard - Approved each vessel individually Corps of Engineers (COE) - GEGS 15000 Federal Aviation Administration (FAA) HVAC, Plumbing and Fire Protection Federal Housing Administration (FHA) General Services Administration (GSA) - 15000 Series Military Specifications (MIL) MILP - 10388 Fittings; MIL - C - 10387 Couplings; MIL - P - 11087A (CE) SteelPipe, Grooved MIL - I - 45208 Inspection Procedure National Aeronautics and Space Administration (NASA) Naval Facilities Engineering Command (NAVFAC) - NFGS 15000 Series National Institute of Health (Nil!) - Dept. of Health - 15000 Series Veterans Affairs (VA) - 15000 Series FM H See Are Protection Submittal Sheet for pressure rating and Listing and Approval information. GENERAL CODE GROUPS, ASSOCIATIONS, LABORATORIES AND APPROVAL BODIES American Bureau of Shipping (ABS) American National Standards Institute I American Water Works Association (ANSI I AWWA) American Petroleum Institute (API) - API Std. 5L, Sect. 7.5 American Society of Heating, Refrigerating and Air Conditioning Engineers (ASHRAE) American Society of Mechanical Engineers (ASME) Power Piping, B31.1; Chemical Plant and Petroleum Refinery Piping, B31.3; Refrigeration Piping, B-31.5; Building Services Piping, B-31.9. Building Officials and Code Administrators (BOCA). Factory Mutual Enginering Corp. (FM) - Approved for Fire Protection Services Material Equipment and Acceptance (MEA) National Fire Piotection Association (NFPA) New York BOard of Standards and Appeals (NY-BSA) Southern Building Code Congress International (SBCCI) - Standard Plumbing Underwriter's Laboratories, Inc. (UL) - Listed for Fire Protection Services Underwriters Laboratories of Canada (ULC) —Listed for Fire Protection Services. - Material Specifications A Metallurgical Specifications: Central Grooved Piping Products are domestically manufactured in our state of the art ductile iron foundry. The applicable material specifications for ductile iron, galvanizing and rubber-injection apply: Grade 'T' Nitrile gaskets have an orange color code identification, and conform to ASTM 0-2000 for service temperatures from -20°F (-29°C) to 180°F (82°C): They are recommended for petroleum products, vegetable oils, mineral oils, and air with oil vapors. Housing/Fitting Specifications: ASTM A-536 - Standard Specification for Ductile Iron Castings Grade 65-45-12 Tensile Strength, minimum psi -65,000 Yield Strength, minimum psi -45,000 Elongated in 2' or 50mm, minimum % - 12 ASTM A-153 - Standard Specification for Hot Dip Galvanizing Gasket Specifications: Grade 'E' EPDM gaskets have a green color code identification and conform to ASTM D-2000 for service temperature from -30°F (-34°C) to 230°F (110°C). They are recommended for hot water not to exceed 230°F (1100C), plus a variety of dilute acids, oil free air and many chemical services. They are not recommended for petroleum services. Grade 'A' EPDMA gaskets have a violet color code identification, and conform to ASTM 0-2000 for fire protection services. They are not recommended for hot water services. For dry pipe or freezer systems, use tn-seal Grade 'E' gaskets. Bolt / Nut Specifications: Bolts and Nuts: Coupling bolts and nuts are heat treated carbon steel, oval-neck track head bolts and heavy hex nuts, conforming to ASTM A-183 with a minimumtensile strength of 110,000 psi. Bolts and nuts are Zinc electroplated. Paint Specifications: Orange - non lead (standard) Fire Brigade Red - non lead (optional) Intréduction Rigid Coupling Figure 572 Patented See Fire Protection Submittal Sheet for pressure rating and Listing and Approval information Manufactured by: Tyco Fire Products 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Phone (215) 362-0700 Fax (215) 362-5385 Product Description Figure 572 Rigid Couplings are capable of pressures up to 300 psi and provides a rigid joint by firmly gripping along the circumference of the pipe grooves. Rigid Couplings are preferred for dry pipe and freezer applications. Figure 572 Rigid Couplings are a proven dependable method of joining pipe and are an economical alternative to welding, threading or using flanges, and can be used on a variety of pipe material and wall thicknesses. The Figure 572 Coupling has an Anti-Rotation Feature of "gripping teeth" along the coupling keys which make the Figure 572 perfectiy suited for "arm over" installations where the likelihood of rotation is greatest. The feature may eliminate the need of extra hangers to support the arm over due to increased rigidity and gripping force saving time and cost. Technical Data Figure: 572 Sizes: 1¼'-8' Approvals: UL, FM, and ULC; See Fire Protection Submittal Sheet for exact Listing /Approval information. Manufacturing Source: Domestic Housing: Ductile iron - conforming to ASTM A-536, Grade 65-45-12 Protective Coatings: Non-lead orange paint Fire Brigade red (optional) non-lead Hot dipped galvanized conforming to ASTM A- 153 Bolt/Nuts: Track Head Bolts - conforming to ASTM A-183, Zinc Plated, (Mm. Tensile = 110,000 psi) Gasket: (specify when ordering) Grade A EPDMA violet color code ambient to +150°F (+66°C) for fire protection systems. Not recommended for hot water systems. Tr-Seal (Grade E EPDM), green color code, for use in dry pipe or freezer systems. (See Gasket Recommendation Sheet for aid in selecting the proper gasket) Note: Rigid Couplings are recommended for dry pipe and freezer applications. rA Installation Check gasket color code to ensure that the gasket is suitable for intended application. Cover edges and outer surface of the gasket with a thin layer of petroleum-free silicon lubricant or equivalent. Silicon gasket lubricant and tn-seal freezer gaskets are recommended for freezer applications. Please refer to "Gasket Recommendations" sheet for additional information. 3 Install the gasket by placing the gasket over the pipe and ensure that the gasket lip does not overhang the pipe end. Bring both pipe ends together, ensure proper alignment and slide the gasket into position, properly centering it between the grooved portions of each pipe. 4. The Figure 572 Coupling has a patented "Universal Tongue and Recess" feature. These coupling housings have identical tongue/recess pairs at each end, which allow an engagement fit no matter which end of the housing is brought together. Place the coupling housings over the gasket so that the housing keys fully engage into grooves. Insert the bolts into the coupling and assemble the nuts onto the bolts. .5. Tighten nuts uniformly, until proper torque is obtained (see chart) keeping the gaps at the bolt pads evenly spaced. Gasket should not be visible after tightening. The Figure 572 couplings do not have to meet Bolt Pad to Bolt Pad to insure proper installation. CAutIon-uneven tightening can cause gasket pinching. 1!1 Ordering Information Ordering Information: When placing an order, indicate the full product name. Please specify the quantity, figure number, type of gasket, EPDM .A" or "E" Tn-Seal, and size. Availability and Service: Grooved Piping Products, valves, accessories and other products are available throughout the U.S., Canada, and internationally, through a network of distribution centers. You may write directly or call 215-362-0700 for the distributor nearest you. Limited Warranty: Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by Tyco Fire Products. No warranty is given for products or components manufactured by compaflies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, - corrosion, or which have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protection Association (NFPA), and/or the standards of any other Authorities Having Jurisdiction. Materials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CONTRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THEORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSE- QUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, REGARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS IN- FORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES,.AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LIABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED, INCLUDING WAR- RANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, No. 18-1.3 Figure 572 Grooved Coupling mlt Pipe Max. * End Gap Max.t Pressure Max.t End Load Dimensions_____ Bolt Bolt Torque Net Wt. O.D. A B C Size Size Inches Inches psi Lbs. Inches Inches Inches Lbs.-Ft. Lbs. Dia x Lg. mm mm kPa N mm mm mm NM Kg. 1A 1.660 0.06 300 650 2.56 ¼' x 21/4" 30 0.9 42.2 1.5 2,068 2,891 65.0 103.9 42.9 41 0.4 1.900 0.06 300 850 2.81 TW 1.81 %'x 21/4 30 1.0 __ 48.3 1.5 2,06á 3,783 71.4 111.3 46.0 41 0.5 2.375 0.06 300 1,329 1.88 30 1.2 2'. WX2V4' 60.3 1.5 2,068 5,914 84.1 122.4 47.8 41 0.5' 21h' 2.875 0.06 300 1,948 3.81 5.38 1.88 x 21/i 30 T 73.0 1.5 2,068 8,668 96.8 136.7 47:8 41 0.6 3.500 0.06 300 2,886 4.50 6.06 T Wx2W 30 1.7 88.9 1.5 2,068 12,843 114.3 153.9 47.8 41 0.8 4.500 0.19 300 4,771 5.69 7.38 1.88 30 2.7 Wx2¼" 114.3 :48 2,068 21,231 144.5 187.5 47.8 41 1.2 6.625 0.19 300 10,341 7.94 9.88 1.88 50 5.3 '6" /'2 X3 168.3 4.8 2,068 46,018 201.7 251.0 47.8 88 2.4 8.625 0.19 300 17,528 10.13 1• 2.25 50 7 2 8' ½" x ' 219.1 4.8 2,068 78,000 257.3 322.3 57.2 68 3.3 Contact Tyco Firs Products for r availability. Maximum available gap between pipe ends. Minimum gap 0. 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. contact Tyco Fire Products for details. See Fire Protection Equipment Submittal Sheet for Listing and Approval pressure ratings. General Notes: It is the Designer's responsibility to select products suitable for the intended service and to ensure that pressure ratings and performance data is not exceeded. Always read and understand the installation instructions. Never remove any piping component nor correct or modify any piping deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. O Tyco Fire Products Headquarters 451 North Cannon Avenue Lansdale, PA 19446 Phone: (215) 362-0700 • (800) 523-6512 Fax: (215) 362-5385 Certified Company Web: www.tyco-central.com tqCo/Fiow Control /Tyco Fire Products © 2000 Tyco Fire Products Printed in the U.S.A. 572.09.00 - Tyco Fire Products. Grooved Engineering Technical and Engineering Services 1550 Valley Center Parkway Bethlehem, PA 18017 Phone: (610) 882-4390 • (866) 500-4768 Fax: (610) 882-4399 Web: www.centralgroove.com Flexible Coupling Figure 575 Patent Pending See Fire Protection Submittal Sheet for pressure rating and Listing and Manufactured by: Tyco Fire Products Approval inf ormation 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Phone (215) 362-0700 Fax (215) 362-5385 Product tion Installation Descripra Figure 575 Flexible Couplings are capable of pressures up to 300 psi depending on pipe size and wall thickness. It provides a dependable method of joining pipe and is suitable for use in a variety of applications. The Figure 575 incorporates "gripping teeth" along the coupling keys which increase the rotation resistance of the product when pressurized, while still allowing for linear and angular/ misalignment. Technical • Data Figure: 575 Sizes 11/4 -8' Approvals: UL, FM, and ULC; See Fire Protection Submittal Sheet for exact Listing /Approval information. Manufacturing Source: Domestic Housing: Ductile iron conforming to ASTM A-536, Grade 65-45-12 Protective Coatings: Non-lead orange paint Fire Brigade Red (optional) non-lead Hot dipped galvanized conforming to ASTM A-i 53 Bolt/Nuts: Track Head Bolts - conforming to ASTM A-183, Zinc Plated, (Mm. Tensile = 110,000 psi) Gasket: (specify when ordering) Grade A EPDMA violet color code ambient to +150°F (+66°C) for fire protection systems. Not recommended for hot water systems. Tr-Seal (Grade E EPDM) green color code (See Gasket Recommendation Sheet for aid in selecting the proper gasket) Note: Rigid Couplings are recommended for dry pipe and freezer applications. VI Ordering Information Ordering Information: When placing an order, Indicate the full product name. Please specify the quantity, figure number, type of gasket, EPDM "A" or "E" Tr-Seal, and size. Availability and Service: Grooved Piping Products, valves, accessories and other products are available throughout the U.S., Canada, and internationally, through a network of distribution centers. You may write directly or call 215-362-0700 for the distributor nearest you. Limited Warranty: Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against detects in material and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by Tyco Fire Products. No warranty Is given for products or components manufactUred by companies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protection Association (NFPA), and/or the standards of any other Authorities Having Jurisdiction. Materials found by Tyco Fire Products to be detective shall he either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither assumes, nor authorizes any person to assume for it, any other obligation In connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CONTRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THEORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSE- QUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, REGARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS IN- FORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS'.LIABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED. INCLUDING WAR- RANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, I. Check gasket color code to ensure that the gasket is suitable for intended application. Coverouter surface of the gasket with a. thin layer of petroleum-free silicon lubricant or equivalent. Please refer to "Gasket Recommendations" sheet for additional information regarding freezer applications and gasket lubricant recommendations. - Install the gasket by placing the gasket over the pipe and ensure that the gasket lip does not overhang the pipe end. Bring both pipe ends together, ensure proper alignment and slide the gasket into position, properly centering it between the grooved portions of each pipe. Place the coupling housings over the gasket so that the housing keys fully engage into grooves. Insert the bolts into the couplings and assemble the nuts onto the bolts. Tighten nuts uniformly until proper torque is obtained (see chart) to bring housings in contact at the bolt pads. Caution - uneven tightening can cause gasket pinching. No. 18-1.2 Figure 575 Flexible Coupling Pipe Max. * End Gap Matt Pressure Max.t End Load Dimensions Deflection Bolt Bolt Torque Net Wt O.D. A B C Inches/ Inches Inches psi Lbs. Inches Inches Inches °Per Foot Size Lbs.-Ft. Lbs. Fiiz MM mm kPa N mm mm mm Coupling mm/rn Dia. x Lg. Nm Kg. 1.660 0.09 300 650 4.07 30 1.69 0.67 42.2 2.3 1 2,068 2,891 63.0 103.41 42.9 30 13 55.8 1 /8 x 21/4' 41 0.4 - 1.900 0.09 300 1,083 2.72 4.32 1.69 0.59 30 T 1W 48.3 2.3 2,068 4,817 69.1 109.7 42.9 2° - 48 49.2 3/a X 2114 41 0.5 2.375 0.09 300 1,329 -1 0.47 30 TI 2' 60.3 2.3 2,068 5,912 81.8 122.4 42.9 2° - 15 39.2. i8 x 21/4' 41 0.5 - 2.875 0.09 300 1,948 3.72 & Ti 0.39 30 T 2½' 73.0 2.3 2,068 8,665 94.5 136.7 - 10 51 325 /8 x 2114 41 0.6 - 3.500 0.09 300 2,886 8 6.06 1.72 0.32 30 Ti 88.9 2.3 2,068 12,838 111.3 153.9 43.7 10 -31 26.7 /8 x 21/4 41 0.8 - 4.500 0.19 .300 4,771 5.58 7.38 Tö 0.50 30 1T 114.3 4.8 2,068 21,222 141.7 187.5 2° -24' 417 3/ x 2/4 . 41 1.2 - 6.625 . 0.19 300 10,341 7.86 9.88 1.88 0.34 50 iT 6 168.3 4.8 2,068 45,999 199.6 251.0 47.8 10 -38' 28.3 1/2 x ' 68 2.4 - 8.625 0.19 300 17,527 10.06 12.66 2.25 0.26 50 7T 8 219.1 4.8 2,068 77,964 255.5 321.6 57.2 1°-16 21.7 I'2X3 68 3.3 Contact Tyco Fire Products for r availability. * Maximum available gap between pipe ends. Minimum gap 0. 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. Contact Tyco Fire Products for details. See Fire Protection Equipment Submittal Sheet for Listing and Approval pressure ratings. General Notes: It is the Designer's responsibility to select products suitable for the intended service and to ensure that pressure ratings and performance data is not exceeded. Always read and understand the installation instructions. Never remove any piping component nor correct or modify any piping deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. Tyco Fire Products Headquarters Tyco Fire Products - Grooved Engineering cq 451 North Cannon Avenue Technical and Engineering Services ISO ja I i.-i----i Lansdale, PA 19446 1550 Valley Center Parkway 01 Phone: (215) 362-0700 • (800) 523-6512 Bethlehem, PA 18017 Fax: (215) 362-5385 Phone: (610) 882-4390' (866) 500-4768 Web: www.tyco-central.com Fax: (610) 882-4399 Certified Company Web: www.centralgroove.com two/Flow Control /Tyco Fire Products © 2000 Tyco Fire Products Printed in the U.S.A. 575.11.00 The Figure 772 Rigid Coupling provides a rigid joint by firmly gripping along the circumference of the pipe grooves. Rigid Couplings are preferred for dry pipe and freezer applications. Central rigic couplings are a proven dependable method of joining pipe and are an economical alternative to welding, threading or using flanges, and can be used on a variety of pipe material and wall thicknesses. The Figure 772 Coupling is UI. Listed for grounding and bonding, and is suitable for bonding systems with a maximum service See Fire Protection Submittal Sheet for pressure rating and Listing and Approval information. Sizes 11/4' - 12 Sizes 14'- 18' Sizes 20'- 24' Figure 772 -Rigid Coupling PIPE Max. Max.j Max.f. DIMENSIONS Net O.D. End Gap Pressure End Load A B C Bolt Wt. Size Inches Inches psi Lbs Inches Inches Inches SIze Lbs. mm mm Kpa N mm mm mm DIa. X Lg. Kg. 11/4" 1.660 0.06 750 1,622 2.75 4.38 1.81 %'x21/" 1.0 42.2 1.5 5,171 7,215 69.9 111.3 46.0 0.5 1.900 0.08 750 2,125 3.00 4.62 1.81 ' 2W 1.0 48.3 2.0 5,171 9,452 76.2 117.3 46.0 0.5 2" 2.375 0.13 750 3,321 3.41 5.12 1.88 %'x21/' 1.5 60.3 3.3 5,171 14,772 86.6 130.0 47.8 0.7 21/2fl 2.875 0.13 750 4,866 3.91 5.63 1.88 s/a" X 21A" 2.5 73.0 3.3 5,171 21,645 99.3 143.0 47.8 1.1 76.1 mm 3.000 0.13 750 5,299 4.19 5.72 2.00 M10x57 2.6 76.2 3.3 5,171 - 23,571 106.4 145.3 50.8 1.2 3.500 0.13..750 7,212 4.63 6.25 1.88 %" x 21/4" 2.6 88.9 3.3 5.171 32;080 117.6 158.8 47.8 1.2 4.500 0.19 750 11,922 5.81 7.50 1.97 %"x21/4' 3.5 114.3 4.8 5,171 53,031 147.6 190.5 50.0 1.6 5.563 0.19 750 18,220 7.09 9.72 2.06 5,. x 31A• 7.5 141.3 4.8 5,171 81,046 180.1 246.9 52.3 3.4 165.1mm 6.500 0.19 700 23,216 8.09 10.53 2.13 M16x83 7.6 165.1 4.8 4,826 103,269 205.5 267.5 54.1 3.4 6" 6.625 0.19 700 24,118 8.09 10.53 2.13 N x 7.6 168.3 4.8 4,826 107,282 205.5 267.5 54.1 3.4 8• 8.625 0.19 600 35,038 10.56 13.56 2.62 /fl x 43/fl 18.0 219.1 4.8 4,137 155,856 268.2 344.4 66.5 8.2 10, 10.750 0.13 500 45,358 12.84 16.41 2.62 1"x61/? 24.6 273.1 3.3 3,447 201,761 326.1 416.8 66.5 11.2 12 12.750 0.13 400 51,045 15.41 18.84 2.62 X 1'61/s' 42.0 323.9 3.3 2,758 227,058 391.4 478.5 66.5 19.1 14• 14.000 0.13 300 46,159 16.80 20.51 3.07 1" x 51/2 50.0 355.6 3.3 2,068 205.324 426.7 521.0 78.0 22.7 16 16.000 0.13 300 60,288 18.96 22.77 3.07 1' x 5'!? 59.0 406.4 3.3 2,068 268,173 481.6 578.4 78.0 26.8 18 18.000 0.13 300 76,302 21.44 25.25 3.19 V x 51/? 77.0 457.2 3.3 2,068 339,407 544.6 641.4 81.0 34.9 20 • 20.000 0.13 300 94,200 23.60 28.01 3.19 1W x 5/? 98.0 508.0 3.3 2,068 419,020 599.4 711.5 81.0 44.5 24' 24.000 0.13 250 113,040 27.71 32.00 3.32 1 INx 53/fl 104.0 609.6 3.3 1,724 502,825 703.8 812.8 84.3 47.2 Maximum available gap between pipe ends. Minimum gap = 0. 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. Contact Central for details. See Fire Protection Equipment Submittal Sheet for Listing and Approval pressure ratings. **Metric bolt size used on 76.1mm and 165.1mm couplings. Max End Gap is for cut grooved standard weight pipe. Values for roll grooved pipe will be ½ that of cut grooved. General Notes: This catalog is general in nature and does not include details on assembly instructions. Additional information is included in our data sheets and is available upon request. It is the Designer's responsibility to select products suitable for the intended service and to ensure that pressure ratings and performance data is not exceeded. Systems should always be depressurized and drained before removing any piping component Material and gasket selections should be verified to be compatible for the specific application. Grooved Couplings The Figure 705 Flexible Coupling is capable of pressures up to 500 psig depending on pipe size and wall thickness. It provides a dependable method of joining pipe and is suitable for use in a variety of applications. U. See Fire Protection Submittal Sheet for pressure rating and Listing and Approval information. Figure -Flexible Coupling PIPE Max. 4 End Gap Max.t Pressure Max.t End Load DIMENSIONS I DEFLECTION $ Bolt Net Wt. O.D. A B C Degrees Inches Inches psi Lbs. Inches Inches Inches Per In/Ft Size Lbs. Size mm mm Kpa N mm mm mm Coupling mrn4n Dia. X Lg. 1.660 0.13 500 1,082 2.53• 4.19 1.81 4° 19' 0.90 x 2Y4° 1.5 42.2 3.3 3,447 4,813 64.3 106.4 46.0 75.0 0.7 1 1W 1.900 0.13 500 1,417 2.75 4.4.3 1.81 3046' 0.79 x 21/40 1.6 48.3 3.3 3,447 6,303 69.9 112.5 46.0 65.8 0.7 2° 2.375 0.13 500 2,214 3.25 4.84 1.88 3° 1' 0.63 % x 2/°1.7 ________ 60.3 3.3 3,447 9,848 82.6 122.9 47.8 52.5 0.8 2%" 2.875 0.13 500 3,244 3.69 5.50 1.88 2°- 29' 0.52 x 21/4fl 2.0 73.0 3.3 3,447 14,430 93.7 139.7 47.8 43.3 0.9 76.1mm 3.000 0.13 500 3,533 3.97 5.75 1.88 2° -23' 0.50 M12 x76 3.1 76.2 3.3 3,447 15,715 100.8 146.1 47.8 41.7 1.4 30 3.500 0.13 500 4,808 4.38 6.50 1.88 2° 3' 0.43 x 3° 3.0 .88.9 3.3 3,447 21,387 111.3 165.1 47.8 35.8 1.4 40 4.500 0.25 500 7,948 5.68 7.75 2.06 30 -111 0.67 i,. 114.3 6.4 3,447 35,354 144.3 196.9 52.3 55.8 1.8 5.563 0.25 450 10.932 6.88 9.72 2.06 20 - 35' 0.54 /8" x 31/40 7.0 141.3 6.4 3,103 48,628 174.8 246.9 52.3 45.0 3.2 165.1 mm 6.500 0.25 450 14,929 7.75 10.68 2.06 20. 12' 0.46 M16x 83 7.1 165.1 6.4 3,103 66,407 196.9 271.3 52.3 38.3 3.2 6° 6.625 0.25 450 15,504 7.91 10.68 2.06 20 -101 10' /e" x 3W 7.1 168.3 6.4 3,103 68,965 200.9 271.3 52.3 37.5 3.2 8° 8.625 0.25 450 26,278 10.19 13.56 2.47 10 - 0.35 3/0 x 43/40 14.5 219.1 6.4 3,103 116,890 258.8 344.4 62.7 29.2 6.6 10 10.750 0.25 350 31,751 12.69 16.38 2.63 11 - 20' 028 1'x 61Az" 280 273.1 6.4 2.413 141,235 322.3 416.1 66.8 23.3 12.7 12° 12.750 1 0.25 350 44,664 14.91 18.84 2.63 1° -7' 0.23 1. x 6½° 36.5 323.9 6.4 2,413 198,674 378.7 478.5 66.8 19.2 16.6 maximum avaiiame gap oeiween pipe enos. Minimum gap = U. 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. Contact Central for details. See Fire Protection Equipment Submittal Sheet for Listing and Approval pressure ratings. ..Metric bolt size used on 76.1mm and 165.1mm couplings. Max End Gap and Deflection are for cut grooved standard weight pipe. Values for roll grooved pipe will be ½ that of cut grooved. Refer to General Notes on Page B. Grooved Couplings Sizes 1'/2°-12" ~10 Sizes 20" - 24' Q M@ULq See Fire Protection Submittal Sheet for pressure rating and Listing and Approval information. Sizes 14'- 18" The Figure 707 Flexible Coupling is a heavy duty coupling capable of pressures up to 1000 psig depending on pipe size and wall thickness. It provides a dependable method of joining pipe and is suitable for use in a variety of applications. Flexible couplings act as an "expansion joint" allowing linear and angular movement of the pipes. Figure isi Heavy i PIPE I Max. 4 End Gap Max.t Pressure Max.t PMENSIOI End Load A B C DEFLECTION * Net Bolt Wt. O.D. Degrees Inches Inches psi Lbs. Inches Inches Inches Per In/Pt Slze** Lbs Size mm mm Kips N mm mm mm Coupling mnVm Dia. X L.g. 1.900 0.13 1000 2,834 2.97 4.63 81 0.79 30-49 1/2k x 3 2.5 48.3 3.3 6,895 12,606 75.4 117.6 46.0 65.8 1.1 2" 2.375 0.13 1000 4,428 3.54 5.25 3'0 1.88 0.63 60.3 3.3 6,895 19,697 89.9 133.4 47.8 52.5 1.4 2/2" 2.875 0.13 1000 6,489 4.06 5.75 1.88 0.52 73.0 3.3 6,895 28,864 103.1 146.1 47.8 2°- 29' 43.3 '/2"X3" 1.6 76.1 mm 3.000 0.13 1000 7,065 4.19 5.75 1.88 2 23 0.50 3.70 M12x76 76.2 3.3 6,895 31,427 106.4 146.1 47.8 41.7 1.7 3.500 0.13 1000 9,616 4.69 6.38 1.88 2°-3 0.43 1/2"X3" &0 88.9 3.3 6,895 42,774 119.1 162.1 47.8 35.8 1.8 4.500 0.25 1000 15,896 5.95 8.25 2.06 3°-li' 0.67 %x3W 7.0 114.3 6.4 6,895 70,709 151.1 209.6 52.3 55.8 3.2 5. 5.563 0.25 1000 24,293 7.08 10.00 2.06 20-351 0.54 3/4"X43/4" '° 141.3 6.4 6,895 108,060 179.8 254.0 52.3 ______ 45.0 4.8 165.1 mm 6.500 0.25 1000 33,166 8.19 1125 2.06 2° . 12 0.46 M20x 121 12.5 165.1 6.4 6,895 147,529 208.0 285.8 52.3 38.3 5.7 6" 6.625 0.25 1000 34,454 8.30 1125 2.06 2°- 10' 0.45 - 12.5 168.3 6.4 6,895 153,258 210.8 285.8 52.3 37.5 5.7 8" 8.625 0.25 800 46,717 10.68 14.00 2.47 1°. 40 0.35 219.1 6.4 5,516 207,807 271.3 355.6 62.7 29.2 10.7 10" 10.750 0.25 800 72,573 13.06 16.44 2.63 1° -20' 0.28 1 " x 61/2 - 33.0 273.1 6.4 5,516 322,819 331.7 417.6 66.8 23.3 15.0 12" 12.750 025 800 102,089 15.39 18.84 63 1°-7" 0.23 1" x 6½" 37.0 323.9 6.4 5,516 454,112 390.9 478.5 66.8 192 16.8 14" 14.000 0.25 300 46,159 16.67 20.38 2.94 10 -2' 02 2 l" X5 V2" 44.0 355.6 6.4 2,068 205,324 423.4 517.7 74.7 18.3 V 20.0 16" 16.000 0.25 300 60,288 18.83 22.64 2. 94 0° - 54' 0.19 52.1 l ° x 51/2" 406.4 6.4 2,068 268,173 478.3 575.1 74.7 15.8 23.6 18" 18.000 025 300 76,302 21.31 25.12 06 0° -48' 0.17 68.0 457.2 6.4 2,068 339,407 541.3 638.0 77.7 14.2 30.8 20.000 0.25 300 94,200 23.47 .27.88 3.06 00 -43 0.15 1Wx5% 89.0 508.0 1 6.4 2,068 419,020 596.1 708.2 77.7 12.5 40.4 24" 24.000 0.25 d 250 113,040 27.58 32.00 3.19 0-36 0.13 1%" x 534. 960 609.6 6.4 1,724 502.825 700.5 812.8 81.0 10.8 43.5 * Maximum available nan between nine ends. Minimum nan = 0. 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. Contact Central for details. See Fire Protection Equipment Submittal Sheet for Listing and Approval pressure ratings. **Metric bolt size used on 76.1 mm and 165.1 mm couplings. f Max End Gap and Deflection are for cut grooved standard weight pipe. Values for roll grooved pipe will be 1/2 that of cut grooved. Refer to General Notes on Page 8. Grooved Couplings The Figure 716 Reducing Coupling allows a direct transition between two different pipe sizes, and replaces two couplings and a reducing fitting. Is- U. gULP See Fire Protection Submittal Sheet for pressure rating and Listing and Approval information. lFigure 1'al PIPE Max. ** Max.t Max.f DIMENSIONS DEFLECTION * Net O.D. End Gal Pressure End Load A B C Degrees Bolt Wt. Inches Inches psi Lbs. Inches Inches Inches Per In/Ft Size** Lbs. Size mm mm Kpa N mm mm mm Coupling mm'hi Dia. X Lg. j 2'x: Vle 2.375 x 1.900 0.13 500 1.417 3.50 5.06 1.88 1°. 53 0.39 %° x 2%" 2.0 60.3 x 48.8 3.3 3,447 6,303 88.9 128.5 47.8 32.5 0.9 2Y2" x 2° 2.875 x 2.375 0.13 500 3,244 4.00 5.50 1.88 , 0.32 3/an X 21/40 2.5 73.0 x60.3 3.3 3,447 14.430 101.6 139.7 47.8 26.7 1.1 3"x2° 3.500x2.375 0.13 500 3,244 4.69 6.50 1.88 1°-17' 0.27 '/a"x3" 4.5 88.9x60.3 3.3 3,447 14,430 119.1 165.1 47.8 22.5 2.0 3"x: 21/au 3.500 x 2.875 0.13 500 3,244 4.69 6.50 1.88 1*- IT 0.27 1/20 x 3 4.6 88.9x73.0 3.3 3.447 14,430 119.1 165.1 47.8 22.5 2.1 4°x2° 4.500x2.375 0.19 500 2,214 6.00 8.13 2.00 20.38 5/e"X3%" 6.0 x 114.3 60.3 4.8 3,447 9,848 152.4 206.5 50.8 2.7 4 x 2h" 4.500 x 2.875 0.19 500 3,244 6.00 8.13 2.00 21 -38'0.55 x 3% 6.1" 114.3 x 73.0 4.8 3,447 14,430 152.4 206.5 50.8 2.8 4"x3" 4.500x3.500 0.19 500 4,808 6.00 8.13 2.00 2°. 38'45.8 5/0 X 3%° 114.3 x 88.9 4.8 3,447 21,387 152.4 206.5 50.8 2.8 5'x 4 5.563 X 4.500 025 500 7,948 7.13 9.56 2.06 2° - 5' 0.44 x 44" 10.1 141.3x 114.3 6.4 3,447 35,354 181.1 242.8 52.3 36.7 4.6 6" x4' 6.625 x 4.500 0.25 400 6,359 8.38 10.88 2.06 1°44' 0.36 % x 43/0 11.6 168.3 x 114.3 6.4 2,758 28,286 212.9 276.4 52.3 30.0 5.3 6° 6.625 x 5.563 0.25 400 9,717 8.38 10.88 2.06 10 .44' 0.36 % x 4340 11.7 168.3x 141.3 6.4 2,758 43,223 212.9 276.4 52.3 30.0 5.3 8'x 6" 8.625 x 6.625 1 0.25 400 13,782 10.69 13.75 2.25 1° - 15' 0.26 /a° x 43/au 21.6 219.1 x 168.3 6.4 2,758 61,305 271.5 349.3 572 9.8 * Maximum available gap between pipe ends. Minimum gap = 0.06" (with optional metal insert). f 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. Contact Central for details. See Fire Protection Equipment Submittal Sheet for Listing and Approval pressure ratings. t Max End Gap and Deflection are for cut grooved standard weight pipe. Values for roll grooved pipe will be 1/2 that of cut grooved. Refer to General Notes on Page 8. Grooved Couplings Temp. Gaskets Color Grade Range Compound Code General Service Application Ambient Fire Protection Systems. Not Recommended for Hot A to EPDMA Violet Water Systems. +150°F For dry pipe or freezer systems, (+66°C) use Tr-Seal Grade E Gasket. .30°F Hot Water, dilute acids, alkalies, and (.34°C) many chemical services not involving E to EPDM Green petroleum products. Excellent +230°F oxidation resistance. NOT FOR USE (+110°C) WITH HYDROCARBONS. -20°F Petroleum products, vegetable oils, (.29°C) and air with oils. Not Recommended T to Nitrile Orange for Hot Water Systems. Not +180°F Recommended for Hot Dry Air (+82°C) over +140°F (+600C). The Gasket Recommendation Tables have been developed to assure maximum service life. The tables have been developed from information supplied by the material manufacturers of the elastomer, technical reference literature and testing conducted by Central Grooved Piping Products. In evaluating the gasket grade for intended service applications the following consideration must be reviewed: - System operating temperature - Fluid or solution concentration - Duration of service All gasket recommendations are based on a temperature of 70°F (2 1°C) unless otherwise noted. Central Engineering should be consulted if combinations of service solutions are being considered. Contact Central for recommendations for services not listed. Gasket recommendations apply to Central gaskets and valves only. Tr-Seal Freezer Gasket The Tr-Seal Grade E freezer gasket is used primarily for thy pipe fire protection systems, vacuum service, and freezer applications. The Tn-Seal freezer gasket differs from standard gaskets by closing off the gap or gasket cavity. This is accomplished by positioning the center "rib" of the gasket over the gap between the pipes. The Tr-Seal freezer gasket has two tapered sealing edges in addition to the center rib for additional strength and sealing. The Tr-Seal freezer gasket is available in sizes 11/4' to 12° and is designed for use with Central Figure 705, 707 and 772 Couplings. A petroleum-free silicone based lubricant is recommended for dry pipe systems. For low temperature services or dry systems in cold storage or freezer applications, use Tr-Seal freezer gaskets. For vacuum services greater than 10° Hg, Tr-Seal gaskets should be used. Note: Rigid couplings are preferred for vacuum, dry pipe and freezer applications. - Teclmicai Data Contact Central for an Engineering evaluation and recommendation where the gasket grade is shown in parenthesis. Speciv gasket grade when ordering. For dry pipe systems or freezer systems, use Tri-Seal freezer gasket and petroleum free silicone lubricant. Check gasket color code to be certain it is recommended for the service intended. Unless otherwise noted, all gasket listings are based upon a temperature of 70°F (21°C). For services not listed contact Central for recommendation. Where more than one gasket is shown, the preferred gasket grade is listed first. Gasket Chemical Composition Grade Acetic Acid up to 10% E Acetone E - Acetylene E/1. Alkalis E Aluminum Chloride F/F Aluminum Fluoride E1 Aluminum Hydroxide E Aluminum Nitrate E/F Aluminum Salts T Ammonia Gas, Cold E Ammonia Liquid E Ammonium Chloride E'r Amyl Acetate E Amyl Alcohol E Aniline E Arsenic Acid to 75% T Barium Carbonate E Barium Chloride Fir Barium Hydroxide E/1 Benzoic Acid E Benzyl Alcohol E Borax Solutions E Boric Acid E/F Butyl Alcohol EIT Butylene T Calcium Bisulphate T Calcium Chloride F/F Calcium Hydroxide (Lime) E1 Calcium Sulfate E'F Calcium Sulfide E Carbitol F/F Carbon Dioxide, Dry E/F Carbon Dioxide, Wet E'F Carbon Monoxide E Caustic Potash T Chrome Alum T Citric Acid ElF Copper Chloride T Copper Cyanide E/r Copper Sulphate F/F Cupric Fluoride E tE!flI :i'.im,.irrnT Gasket Chemical Composition Grade Cupric Sulphate Dioctyl Phthalate E Ethane E Ethanolamine E Ethyl Alcohol E Ethyl Chloride E Ethylene Chlorohydrin E Ethylene Diamine T Ethylene Glycol ET Ferric Sulphate T Fluboric Acid - FiT Fly Ash - E Fomaldehyde Fir Formamide FiT Formic Acid • E Fructose F/F Furfuryl Alcohol F Glycerin Fir Glycerol F11 Glycol F/F Heptane T Hexaldehyde E Hexane T Hexylene Glycol T Hydrochloric Acid to 36%, 75°F(24°C) Max E Hydrofluosilicic Acid E Isobutyl Alcohol E Isopropyl Alcohol E Lead Acetate T Lithium Bromide T Magnesium Chloride E/r Magnesium Hydroxide F/F Magnesium Sulphate E/r Methyl Alcohol, Methanol Fir Methyl Ethyl Ketone (E) Methyl Isobutyl Carbinol E Mineral Oils T Nickel Chloride EIT Nickel Plating Solution 125°F (52°C) Max Fir Nitric Acid, to 10%, 75°F (24°C) Max E Nitrous Oxide E Chemic !T!7 Ozone Phosphate Ester Phosphoric Acid to 75% & 70°F (21°C) Max ElF Potassium Bromide EFT Potassium Carbonate ElF Potassium Chloride E Potassium Chromate T Potassium Hydroxide T Propylene Glycol E Salicylic Acid E Silver Nitrate E Soda Ash, Sodium Carbonate ET Sodium Bicarbonate F/t Sodium Bisulphate F/r Sodium Bisulphite (black liquor) Fir Sodium Bromide E1 Sodium Chlorate E Sodium Chloride Fir Sodium Cyanide ElF Sodium Hydroxide, to 500A E Sodium Hypochlorite, to 200/6 E Sodium Metaphosphate T Sodium Nitrate E Sodium Peroxide E Sodium Phosphate T Sodium Silicate T Sodium Sulpfide T Sodium Sulptite Solution, to 20% T Sodium Thiosulphate, "Hypo" T Stannous Chloride, to 15% T Steanc Acid T Sulphur E Sulphuric Acid, to 25%, 150°F (66°) Max E Toluene 300/6 T Triethanolamine F/F Trisdodium Phosphate (11Lbs,50gai) E Turpentine 158°F (70°C) Max (T) Urea T Vegetable Oil T Vinyl Acetate E ___ Terimical Data Fire Protection.. Submittal Sheet ' Listing, and Approval Information Qeo Tyco Fire Products HeadquMers 451 North Cannon Avenue Lansdale, Pennsylvania 19446 Phone (215) 362-0700. (800) 523-6512 Fax (215) 362.5385 Interet Address: www.centralsprinkler.com Tech No. 18-0.0 Figure Nominal Size Ranges Inches Pipe Schedule Rated Pressure (psi) S <S> Cut Grooved Roll Grooved Cut Grooved Roll Grooved Cut Grooved Roll Grooved O e572 I 'A,1½,2 BL1TL MLT,MT.CT.WLS 3DD 300 300 DLID,UE - 175 • 175 175 1'A,1½,2,2½,3. XL - 300 300 300 1¼,1½,2.2½3,4 (bC7 300 - 300 - 300 1%,1½.2,2½,4 MF - 300 - 300 300 3 MF - 250 - 250 • 300 1½,2,3,4 FLF - 300 300 - 300 2½ FLF - 300 • 300 - - 300 300 - 300 6 - 250 250 - 300 1¼,1½,2,2½,3,4,6 I - 300 300 - 300 1Y,1'4Z2½,3,4,6 300 300 300 300 300 300 f LAY l.L' W6 O Figure 575 BP R &5( Ff 1'A,fl,2 MLT.MT,CT,WU • 300 • 300 - 300 DLID,UE - 175 • 175 - 175 1¼,1½,2,2½,3 C7 - 300 - 300 - 300 4 7 250 250 300 1Y,1½,2,2½,3,4 - - 300 - 300 • 300 1A,2143 FLF - 300 - 300 • 300 2 FLF - 300 - 300 • 4 FIF - - 250 • 250 300. 4.6 • 250 -. 250 - 300 - 300 - 300 4,6 10 - 250 - 250 - 300 1Y1½,Z24 300 300. 300 300 300 300 L.E lBL.E O 114,1½,2 ID.UE.WST • 175 • 175 -. 175 DL • 175 1 175 MLT • 300 - - SL - 300 - 300 - - CT,TL - 300 • 300 - 300 11/411'A,23 BL111> - 300 - - 300 - 300 1 14,1½2, , 2½,3,4 (SF • 300 300 - 300 1Vi,1½,Z3 MF • 300 - 300 - - 76.1 mm, 165.1 mm BS1387m - 300 • • - 300 4 MF • 175 - - - 4,6 U • 250 • 250 - 300 1½,1½,2, 2½3 XL • • • 300 1½,2. 2½3,4 C7 • 300 - 300 - 300 1'/a.1½,2,2½,3,4,5,6 • 300 • 300 - 300 8 • 300 - 250 • 250 10,12 : 10 - 250 - 250 • 250 1¼,1'A,2,2'h.3,4,5,6,8 E4D 300 300. 300 300 300 300 10,12 40 250 250 250 250 250 250 fIE it StE O PIDflf1.D%U 2X 1½ DLUE,ID.WST 175 • 175 • 175 2X 1½ 2½ X 2 BL1F,XL, C7,CT,TL(1 ,j I-: 360 350 350 350 350 350 3 X 2 3X2½ 4 X 2 BLF.XL Cl, - 300 • 300 - 300 350 350 1 350 350 350 350 4 X 2½. 4 X 3 5X4 LT,DT,SF C7 • 300 • 300 • 300 350 350 350 350 350 350 6 X 4 LT.DT.SF.C7 - • 300 • 300 - 300 300 300 300 300 300 300 6X5 8X6 • 300 . 300 • 300 *= I 300 300 300 300 Figure Nominal Size. Ranges Inches Pipe schedule Rated Pressure (psi) Vi ULC <j> cut Grooved Roll Grooved Cut Grooved ROD Grooved Cut Grooved Roll Grooved I - JED No E 1Yz,2 5 - 175 - 175 - 175 1½,2,21+,3,4 7,HF,SF - 300 1 - 300 1½,2,2,3 )U.. - 300 . -. 300 - 300 fl4,2,2½,3,4,5,6 _________ - 300 - 300 . 300 1½,2 1½,2 LT - 300 . - 300 - 300 a - 300 TI -. - 300 - 31 . 450 300 - 300 76.1mm, 185.1mm BS1387mm - 3()0 ,5,8,10,12 __________ - 450 - 450 6 10 - 400 400 14 203040 1 300 1 300 16 30,40 300 300 - - - - 18 2,300 200 200 1½234,5,68,10,12 (O 500 200 500 500 200 500 500 500 20 O.57 STD 24. 0.375 STD 250 250 - - - I AU I I O 1V41½,2 UE,lD ______ 175 1.5 175 EL 0 .300 300 - 300 1%,1½,2,2,3,4 0 F _ 300 . 300 . - 300 1½,2 DLE,WST _ 175 - 175 - - 76.1mm, 185.1mm BS1387m • 300 . • 300 4,6 CEO _ 250 . . 250 300 1%,1½,2 XrL _ 300 300 - 300 2½.3 XL -- - 300 - 1½,2,2½,3,4 C7 300 - 300 300 1'A,5,8 (j . . 300 1½.Z2½,3,4 f 500 . - 500 - 500 8 (!) 400 - 400 - 400 10,12 10 250 - 250 - 250 11A,5 I cap 300 300 . 300 300 300 300 1½,2,24,3.4 500. 500 501) 500 500 500 6 . 400 400 400 400 300 300 8 40 450 450 •. 450 450 450 450 10.12 40 . - 250 250 250 250 250 250 Figure 730 Threaded Mechanical Outlets are Listed and Approved in both the Tee and Cross configurations with NPT and BSP threaded outlets Figure 730 Grooved Mechanical Outlets are Listed and Approved In both the Tee and Cross configurations VICTAULICS IS AN ISO 9001 CERTIFIED COMPANY Approvals The Victaulic grooved end, plain end, Pressfit, FITS and other piping system components are tested, approved and accepted by the primary code and approval bodies throughout the world. In addition to our ISO 9001 certification, manufacturing and testing procedures conform to all the major standards. ASTM F-1476 is a specification for grooved and plain end couplings for general metallic piping application. It features all the materials applicable to Victaulic coupling construction, rigid and flexible designs and a rigorous test qualification requirement for all grooved an d plain end joints. Victaulic products conform to this specification. Victaulic products applicable for fire protection service are regularly tested and listed by Underwriters Laboratories and UL of Canada as well as approved by Factory Mutual Engineering Corporation. Major international approval bodies also have listed or approved Victaulic products including Verband der Sachversicherer e.V (VdS), Det Norske Veritas (DNV) and Bureau Veritas (By). The grooved and plain end systems are approved by BOCA Evaluation Services, Inc. (Building Officials and Code Administrators). Recently, BOCA Research Report No. 93-3 describes acceptance of the Pressfit system products in accordance with Category 15- Fire Protection Systems and Category 22- HVAC Systems and Equipment. The following is a partial listing of the many Federal agencies, associations, code group laboratories and organizations which have approved, listed, specified, tested or otherwise indicated acceptance of the Victaulic grooved piping method. Contact Victaulic for d e t a i l s and the specific nature of each listing below. Most states, counties and municipalities have approved Victaulic for a wide variety of services. Contact Victaulic for a complete listing. Many architectural, engineering, design/construction, contracting, industrial and commercial firms specify, approve, list and accept Victaulic for a wide variety of services. Contact Victaulic for details. REGISTEREDThADEMARXOFVICTAUUC - e COPYRIGHT 2W3 VICTAJUC - PROMTEDINU.SA Victaulic Company of America • Phone: 1-800-PICK-VIC (1-800-742-5842) • Fax: 610-250-8817 • e-mail:pickvic@victaulucom Victaulic Company of Canada • Phone: 905-884-7444 • Fax: 905-880774 • e-mail: viccanada@victaulic.com Victaulic Europe • Phone:324381 -1500 • Fax: 324380-4438 • e-mail: viceuro@victaullc.be Victaulic America Latina • Phone: 610-559-3300 • Fax: 610-559-3608 • e-mail: vical@victaulic.com Victaulic Asia Pacific • Phone 65-6235-3035 • Fax: 65-62354535 • e-mail: vicap@viclaulic.com 1e REV B JtauIic APPROVED WORLDWIDE LISTED APPROVED Id ~1111 DVGW ABS (ANSPINSF Standard 61 1) 11 CIassNK General Code Groups, Associations, Laboratories and Approval Bodies (ABS) American Bureau of Shipping (ANSI) American National Standards Institute (ANSIIAWWA) American Water Works Association - C-606 (ANSIINSF) Standard 61 for potable water service (API) American Petroleum Institute - API Std. 5L, Sect. 7.5 (ASHRAE) American Society of Heat-ing, Refrigerating and Air Condi- tioning Engineers (ASME) American Society of Mechan-ical Engineers Power Piping, B- 31.1; Chemical Plant and Petroleum Refiery Piping, B-31.3; Ref rigera- lion Piping, B-31.5; Building Services Piping, B-31'9: Slurry Pipelines, B-31.11 (ASTM) American Society of Testing and Materials - F-1476 Couplings; F-1548 Fittings; F-i 155 Shipbuild-ing (BOCA) Building Ofijials and Code Administrators (CSA) Canadian Standards Associa-lion - B-242, registered to CAN 3-Z299.3 (FM) Factory Mutual Research Corp. - approved for fig protection ser- vices (iAPMO) International Association of Plumbing & Mechanical Oftiials (LLOYD'S) Uoyd's Register of Shipping (LPC) Loss Prevention Council (formerly F.0.C.) (NFPA) National Fire Protection Association (NY-MEA) New York Materials and Equipment Acceptance (SBCCI) Southern Building Code Congress International - Standard Plumbing and Mechanical Code (UL) Underwriter's Laboratories, Inc. - Listed for íé protection services. (ULC) Underwriter's Laboratories of Canada-. Listed for tb protection services. Government Agencies Bureau of Marine Inspection - Salt and fresh water, oil transfer Bureau of Public Roads - Div. of Bridges - Drain lines and bridge crossings Canadian Coast Guard U.S. Coast Guard - Approves each vessel individually (COE) Corps of Engineers - CEGS 15000 (FAA) Federal Aviation Administra- tion - HVAC, Plumbing, Fire Protec- tion (FHA) Federal Housing Administration (GSA) General Services Administra- tion - 15000 Series (MIL) Military Specitiations - MILP-10388 Fittings; MIL-C-10387 Couplings; MIL-P-1 1087A(CE) Steel Pipe, Grooved MlL-1-45208 Inspection Procedure (NASA) National Aeronautics and Space Administration —15000 Series (NAVFAC) Naval Facilities Engineer- ing Command - NFGS 15000 Series (NIH) National Institute of Health (Dept. of Health) —15000 Series (WA) Tennessee Valley Authority - Fire protection, storm drains (VA) Veterans Affairs —15000 Series Worldwide (AS) A54041-1992 Australian Standard (3.24. 10) (BY) Bureau Veritas (DNV) Dat Norske Veritas (DVGW) Deutscher Verein des Gas- und Wasserfaches e.V. (HDB) Singapore Housing Develop- ment Board Hong Kong Fire Services Board Korean Registry of Shipping New Zealand Insurance Council New Zealand Building Act. (1991) (NK) Nippon Keiji Kyokai (SSL) Scientiti Services Laboratory Standards Australia (VdS) Verband der Schadenver- sicherer e.V. (WRC) Water Research Council - U.K Approvals DIMENSIONS \,Ltaulic® Style 07 Zero-Flex '9 Rigid Coupling PRODUCT DESCRIPTION The unique angle pad design of the Zero-Flex® Style 07 coupling adjusts to standard pipe and roll or cut groove tolerances, positively clamping the pipe to resist flexural and torsional loads. The wider Patented key section fills more of the groove area. Style 07 couplings are rated up to 750 psi (5175 kPa), dependent on size, for 1 - 24" (25 - 600 mm) piping systems. Style 07 cou- plings provide rigidity for valve connections, machin- ery rooms, fire mains, and long straight runs. Support and hanging requirements correspond to ANSI B31.1 Power Piping Code, ANSI B31.9 Building Services Code and NFPA 13 Sprin- kier Systems. Angle-pad design permits assembly by removing one nut/bolt and scissoring housing over gasket. This reduces the number of components to handle during assembly, speeds and eases installa- tion. VUL See Vlctaulle publication 10.01 for details. Max. Max. Allow. 0 Dimensions Aprx. Pipe Size Work Press. End Load Pipe End # Bolt/Nut No. - Size incheslinuhlmetai's wgt. Each Nominal Actual Diameter Out. Dia. PSI" Lbs." Sep. in. Inches Lbs. lnJmm lnimm kPa N mm mm X Y Z kg 1 1.315 750 650 0.05 2-% X 2 2.36 422 1.64 1.6 25 33.7 5175 2890 1,2 60 107 47 1 0,7 11/4 1.660 750 1,620 0.05 2-%X2 2.69 4.62 1.84 1.6 32 42.4 5175 7210 1,2 68 117 47 0.7 1½ 1.900 750 2,130 0.05 2-%X2 2.94 5.81 1.84 1.6 40 48,3 5175 9480 12 75 148 47 0,7 2 2.375 750 3,320 0.07 2-½ X 21h 3.35 5.76 1.84 2.3 50 60,3 5175 14775 1,7 85 147 47 1,0 2½ 2.875 750 4,875 0.07 2-½X2:144 3.88 6.38 1.64 2.6 65 73.0 5175 21695 1,7 98 162 47 1,2 76,1 mm 3.000 750 5,300 0.07 2-12 X 70.0 4.21 6.61 1.84 3.6 78.1 5175 23585 1.7 107 168 47 1.6 3 3.500. 750 7,215 0.07 2-½X2½ 4.54 6.81 1.84 3.0 80 88,9 5175 32105 1,7 115 173 47 1,4 4 4.500 750 11,925 0.16 2-½ X 2~ 5.81 8.21 2.07 .5.3 100 114.3 5175 53065 4,1 148 209 53 2,4 108,0 MM 4.250 750 10635 0.16 2-12 X 700 5.56 7.98 2.07 5.2 108.0 5175 47325 4.1 141 203 53 2,4 5 5.563 750 18,225 0.16 2 -% X 31/4 7.03 9.89 2.07 7.4 125 141,3 5175 81100 411 179 251 53 3,4 133,0 mm 5.250 700 15145 61395 0.16 2-16X82,5 6.69 9.60 2.07 7.4 133.0 4825 4,1 170 244 53 3,4 139,7 mm 5.500 700 16,625 0.16 2- 16 X 825 6.94 9.82 2.07 7.6 139.7 4825 73980 4,1 176 249 1 53 3.4 6 6.625 700 24,130 0.16 2-%X3¼ 8.26 10.83 2.07 8.3 150 1 168,3 4825 107380 4,1 210 275 53 3,8 159,0 mm 6.250 700 21,465 0.16 2-16 X 825 7.84 10.54 2.07 9.2 159.0 4825 95520 4.1 199 268 53 4.2 165,1 mm 6.500 700 23,225 0.16 2-% X 31/4 8.13 10.84 2.07 8.3 1651 1 4825 103305 4,1 1 207 1 275 53 1 3.8 Table continued on page 2. * @ Refer to notes on page 2. VIcTAUUC® IS AN ISO 9001 CERTIFIED COMPANY Victaulic Company of America Victaulic Company of Canada Victaulic Europe Victaulic America Latina Victaulic Asia Pacific Phone: 1-800-PICK-VIC (1-800-742-5842) Phone: 416-675-5575 Phone:32-9-381 -1500 Phone: 610-559-3300 Phone: 65-6235-3035 Fax 610-250-8817 Fax 416-675-5565 Fax 32-9-380-4438 Fax 610-559-3608 Fax 65-6235-0535 e-mail:pickvic@victaulic.com e-mail: viccanada©victaulic.com e-mail: viceuro©victaulibe e-mail: vical@victaulic.com e-mail: vicap@victaulic.com 1482 Rev.F 3)00 4legistered Trademark of Victaulic 0 Copyright 2003 Victaulic Printed in U.S.A. Typical 20- 24 Max. Max. Allow. 0 Dimensions Aprx. Pipe Size Work Press. End Load Pipe End # Bolt/Nut No. - Size _J?e!!!1me!! w. Each Nominal Actual Diameter Out. Dia. PSI. Lbs.° Sep. In. Inches I Lbs. lnJmm lnJrnm kPa N mm mm X V Z kg 8 8.625 600 35,000 0.19 2-3/4 X 10.54 13.74 2.51 15.1 200 219,1 4130 155750 4,8 268 349 64 6,8 10 10.750 500 45,400 0.13 2- ½ X 61h 12.86 16.98 2.56 23.5 250 273.0 3450 202030 33 327 431 65 10,7 12 12.750 400 51,000 0.13 2- ½ X 61h 14.86 18.88 2.56 28.2 300 323,9 2750 226950 33 377 480 65 12,8 14 14.000 250 38,485 0.13 3-%X5 16.06 19.89 2.87 32.8 350 355,6 1725 171180 3.2 408 505 73 14,9 16 16.000 250 50,265 0.13 3-%X 5 18.39 21.84 2.87 41.2 400 406.4 1725 223580 3.2 467 555 73 18,7 18 18.000 250 63,615 0.13 X 20.68 23.89 3.00 54.2 450 457,0 1725 282970 3.2 525 607 76 24.6 20 20.000 250 78,540 0.13 4-1 X5 22.93 27.47 3.00 67.2 500 508,0 1725 349345 3,2 582 698 76 30,5 24 24.000 250 113,000 0.09 4-1 X 5 27.05 31.61 3.06 I 76.2 600 1 610.0 1 1725 502850 1 2.3 687 1 803 78 1 34,6 r.ouplings8, 10, 1Z (200, 250, 300mm) sizes available to JIS standard. Refer to section 06.17 for aetails. * # @ See notes below. TORQUE REQUIREMENTS Pipe Size Recommended Torque Nominal Diameter Actual Outside Dia. Inches/mm lncheslmm ft. lbsJN.m 14,16 & 18 14.000, 16.000, 18.000 250 350, 400, 450 355,6, 406,4 & 457,0 340 20 & 24 20.01M. 24.000 300 500, 600 508,0, 610,0 407 MATERIAL SPECIFICATIONS Housing: Ductile iron conform- ing to ASTM A-395, grade 65- 45-15, and ASTM A-536, grade 65-45-12. Housing Coating: Orange enamel. D Optional: Hot dipped galvanized and others. Coupling Gasket: (specify choice) 0 Grade "E" EPDM EPDM (Green color code). Temperature range -30°F to +230°F (-34°C to +1100C). Recommended for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemi- cal services. UL classified in accordance with ANSI/NSF 61 for cold +86°F (+30°C) and hot +180°F (+82°C) potable water service. NOT RECOM- MENDED FOR PETROLEUM SERVICES. U Grade "T" nitrile Nitrile (Orange color code). Temperature range -20°F to +180°F (-29°C to +820C). Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified tempera- ture range. Not recom- mended for hot water services over +150°F (+66°C) or for hot dry air over -i-140°F (+60°C). *Services listed are General Ser- vice Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Refer- ence should always be made to the latest Victaulic Gasket Selection Guide for specific gas- ket service recommendations and for a listing of services which are not recommended. Bolts/Nuts: Heat treated car- bon steel, track-head conform- ing to physical properties of ASTM A-183, minimum tensile 110,000 psi (758340 kPa), zinc electroplated per ASTM B-633. NOTES * Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accor-dance with Victaull& specifications. Contact Victaulic for performance on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 11/2 times the figures shown. # For field installation only on roll grooved pipe or cut grooved pipe. Zero-Flex Style 07 couplings are essentially rigid and do not permit expansion/contraction. @ Number of bolts required equals number of housing segments. Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. Style 07 couplings must not be used to join PVC pipe. WARNING: Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. This product shall be manufactured by Victaulic Company. All products shall 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. 06.02-2 Exaggerated for clarity DIMENSIONS VICTAULIC° IS AN ISO 9001 CERTIFIED COMPANY Style 75 Coupling PRODUCT DESCRIPTION Style 75 is available where moderate pressures are expected or weight considerations are a factor. Up to 50% lighter in weight than the Style 77, the Style 75 coupling is recommended for service up to 500 psi &Ifthl (3450 kPa) depending on size. Housings are cast in two identical pieces in all sizes. Hot-dip galvanized and special coatings are available for all sizes. See Vlctaullc publication 10.01 for details. u_ Allow.. Deflect Fr. Dimensions Apis. Pipe Size Work Pres, End Load Pipe End CL t Boll/Nut No. - Size j5m2_. wgt. Each Nominal Actual Per Pipe Diameter Out. Die. Psr i.bS.* Sep. Cplg. lnJFt. Inches Lbs. lnimm In.!mm We N InJmm -Dog. mmizi mm X Y Z kg .1 1.315 500 680 006 2 -43' 07 2- 3/ X 2 228 4V 77 1.3 25 33.4 3450 3025 0-1.6 48 61 108 45 0,6 11/4 1.660 500 1080 0-0.06 10' 0.45 2- 3/ X 2 2.68 4.61 1.77 1.4 32 42,2 3450 4805 0-1,6 38 68 117 45 0.6 11/2 1.900 500. 1,420 0-006 1°-56' 0.40 2- 3/a X 2 2.91 4.82 1.77 1.5 40 48.3 3450 6320 0-1.6 33 74 122 45 0,6 2 2.375 500 2,215 0-0.06 1-31' 0.32 2- I8 X2 3.43 5.22 1.86 1.7 50 60.3 3460 9860 0-1,6 26 87 133 48 0,8 21/2 2.875 500 3,245 0-0. 06 1°- 15' 0.26 2- % X 2 3.88 5.68 1.86 1.9 65 73.0 3450 14440 0-1,6 22 98 144 48 0,9 76,1 mm 3.000 500 3,535 0-006 1 - 12' 026 2-3/8X2 4 0 50 t86 1.9 76,1 3450 15730 0-1,6 22 102 150 48 0,9 3 3.500 500 4,800 0-006 0.22 2 - 1/2 X23/4 4.50 700 1.88 2.9 80 88.9 3450 21360 0-1,6 18 114 178 48 1,3 31/2 4.000 500 6,300 0-0.06 0.19 2-1/2 X23/4 5.00 7.50 1.88 2.9 90 101,6 3450 28035 0-1,6 - 16 127 191 48 1,3 4 4.500 500 7,950 013 1°-36' 0.34 2 -/2X23/4 0 8.03 2.13 4.1 100 114,3 3450 35380 0-3.2 2B 147 204 54 1,9 108,0 mm 4.250 450 6,380 0-0.13 i - 41' 0.35 2- 12X70.0 5.55 7.79 2.13 3.7 108.0 3100 28395 0-3.2 29 141 198 54 1,7 41/2 5.000 450 8,820 0-0.13 'I 26' ° 2- 5/8 X 31/4 120 127.0 3100 39250 0-3,2 21 156 240 54 2.5 5 5.563 450 10,935 013 , 027 2-5/8X3/4 88 107 2i3 5.8 125 141.3 3100 48660 0-3.2 175 256 54 2.6 133,01 mm 5.250 450 9j35 0 13 , 28 2- 16X82.5 55 37 213 6.0 133,0 3100 43325 0-3.2 24 166 238 54 2.7 139,7 mm 5.500 450 10,865 0-13 1°-18' 028 2-8/CX31/4 60 59 23 6.3 139,7 3100 47460 0-32 24 173 244 54 2.9 152,4 mm 6.000 450 35 013 0.21 2 sIe X31I4 728 108 t88 6.2 152.4 3100 56670 0-3,2 18 187 266 48 2,8 6 6.625 450 15,825 013 023 2 5/8X3h/4 00 1t07 a13 7.0 150 168,3 3100 69085 0-3,2 - 18 203 281 54 3,2 Table continued on page 2. -t 0 Heter to notes on page 2. a REGISTEREDTRADEMARKOFVICTAU1JC - C cOPYRIGI4T20l8VItTAUUC - PRINTED01U.SA Viclaulic Company of America • Phone: 1-800-PICK-VIC (1-800-742-5842) • Fax: 610-250-8817 • e-mail:pickvic@victaulicom Viclaulic Company of Canada • Phone: 905-884-7444 • Fax: 905-884-9774 • e-mail: viccanada@vidaulic.com Victaulic Europe • Phone:32-9-381 -1500 • Fax: 32-9-3804438 • e-mail: viceuro@viciaulic.be Victaulic America Latina • Phone: 610-559-3300 • Fax: 610-559-3608 • e-mail: vicai@giclauiic.com Victaulic Asia Pacific • Phone: 65-6235-3035 • Fax: 65-6235-0535 • e-mail: vinap@victaulic.com 1470 REV F XC t9uli CC DIMENSIONS 31 1101 1 I I . Allow. Deflect. Fr. Dimensions I M. Pipe Size Work Pros. End Load Pipe End f CLt BoMlut No. - Size InchesImlIllmeters Wgt. Each Nominal Actual Per Pipe Diameter Out. Die. P51° Lbs Sep. Cplg. Ina Inches Us. InJmm lnfmm kPa N InJmm Deg. mm/rn mm X Y Z kg 159,0 mm 6.250 450 13,800 0-0. 13 V-91 0.24 - 2 16X82.5 763 10A9 213 68 159.0 3100 61405 0-3.2 20 194 266 54 3,1 165,1 mm 6.500 450 14.940 0-0.13 023 2 5/8X3h/4 184 106 206 12 165,1 3100 66483 0-3,2 19 199 271 52 3.3 203,2 mm# 8.000 450 22,635 0-0.13 0° 5( 0.16 2 - 3/4 X41/4 9.72 13.33 2.31 12.6 200,2 3100 100725 0.3.2 13 247 339 58 5,7 B 8.625 450 2280 0-0.13 0° - 50' 0i8 2-314X41/4 1034 13.97 232 14 200 219,1 3100. 116945 0-3.2 14 263 355 1 59 5.6 254,0mrn# 10.000 350 27,500 0-0.13 00 43 2-/8X5/2 12.16 15.81 2.53 20.8 254,0 2400 122375 0-3.2 300 402 64 9,4 304,8 mm# 12.000 1 . 350 39,500 0-0.13 - , 0.13 2- /s X 51/2 14.16 17.69 2.53 23.6 304,8 2400 175775 0-3,2 360 449 64 10.7 # Style 74 Couplings °f( Rater to notes below. MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Housing Coating: Orange enamel Optional: Hot dipped galvanized and others. Gasket: (specify choice*)t Grade "E" EPDM EPDM (Green color code). Temperature range -30°Fto +230°F (-34°C to +110°C). Recommended for hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL classified in accordance with ANSI/NSF 61 for cold +86°F (+30°C) and hot +180°F (+82°C) potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. Grade "r' nitriie Nitrile (Orange color code). Temperature range -20°F to +180°F (-29°C to +820C). Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range; except hot, dry air over +140°F (+60°C) and water over +150°F (+660C). NOT RECOMMEND-ED FOR HOT WATER SERVICES. *Services listed are General Service Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. tSupplemental lubricant is recommended for services installed at or continuously operating below 0°F (-18°C). Bolts/Nuts: Heat treated carbon steel, zinc plated to ASTM B-633, track-head conforming to physical properties of ASTM A-i 83 minimum tensile 110,000 psi (758340 kPa). NOTES °Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) 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 11/2 times the figures shown. t Allowable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at each joint for standard roll grooved pipe. Figures for standard cut grooved pipe may be doubled. These figures are maximums; for design and installation purposes these figures should be reduced by: 50% for 3/4 - 31/2 (20-90mm); 25% for ( (100 mm) and larger. O Number of bolts required equals number of housing segments. Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. contact Victaulic for details. WARNING: Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. This product shall be manufactured by Victaulic company. All products shall be installed in accordance with current Victaulic lnstallationlassembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. Style 75 Coupling DIMENSIONS 3/4 -12" Sizes VICTAIJLIC' ISAN ISO 9001 CERTIFIED COMPANY Style 77 Standard Flexible Coupling PRODUCT DESCRIPTION Style 77 couplings are designed with cross-ribbed construction to provide a strong component for pressure piping systems. Sizes 3/4 -12 (20- 300 mm) are two-piece housings. Sizes 14- 22' (350 - 550 mm) are cast in four identical segments, with larger sizes cast in six segments. This eases handling and assures concentricity. All sizes are provided with plated bolts and nuts. Galvanized and stainless steel housings are also available. Independent testing has shown the Style 77 coupling to bean effective stress relief and vibration attenuation device providing performance superior to braided steel and elastomeric arch-type connectors when used in close proximity to the source of vibration. Refer to 26.04 for vibration information. / Independent testing has shown that Victaulic Style 77 and 75 flexible couplings and Style 07 Zero-Flex® rigid couplings provide exceptional functionality during and after earthquake conditions. Refer to 26.05 for further information. ap See Vlctaulic publication 10.01 &aggawdibcIarty for details. . i. Mow. Deflect. Fr. DimensIons Pipe Size Work Pres. End Load Pipe End CLt BoftlNul No. - Size Inchesimillimeters.... Wgt. Each Nominal Actual Per Pipe Diameter Out Die. PSP Lb,..Sep. Cplg. lnJFt Inches Lbs. InJmm InJmm We N InJmm Deg. mmhn mm X V Z kg 3/4 1.050 1,000 865 0-0.06 3 24' 0.72 2- 3/ X 2 2.13 4.00 1.75 1.1 20 26,7 6900 3850 0-1,6 54 102 44 0,5 1 1.315 1.000 1,360 0-0.06 2'- 43 07 2- /8 X 2 2.38 4.12 1.75 1.2 25 33.4 6900 6050 0-1,6 ______________ 61 105 44 0,5 11/4 1.660 1.000 2,160 0- 0.06 - io' ____________ 2 1/3 X 21/2 2.65 5.00 1.88 2.0 32 42.2 6900 9610 0-1,6 38 67 127 48 0.9 11/2 1.900 1,000 2,835 0-0.06 1°-56' 2 -¼ X 21/2 3.13 5.38 1.88 2.1 40 48.3 6900 12615 0-1,6 33 79 137 48 1.0 2 2.375 1.000 4,430 0-0.06 02 2- 1/2 X 21/2 3.63 5.88 1.88 2.6 50 60,3 6900 19715 0-1.6 92 149 48 1,2 21/2 2.875 1,000 6,490 0-0.06 1°-15' 2- 1/2 X 2/ 4.25 6.50 1.88 3.1 65 73,0 6900 28880 0-1.6 108 165 48 1.4 76,1 rTWfl 3.000 1,000 7,070 0-0.06 10- 1Z 2- 1/2 X 2/ 4.38 6.63 1.88 3.2 76.1 6900 31460 0-1.6 22 111 168 48 1,5 3 3.500 1,000 9,620 0-0.06 l°2' 0.22 2 1/2 X 2/4 5.00 7.13 1.88 3.7 80 88.9 6900 46810 0-1,6 18 127 181 48 1,7 31/2 4.000 1,000 12,565 0-0.06 O'54' 0.19 2 -s/a X 31/4 5.63 8.25 1.88 5.6 90 101.6 6900 55915 0-1.6 16 143 210 48 2,5 4 4.500 1,000 15,900 0-0.13 1°-36' 0.34 2-/ X 31/ 6.13 8.88 2.13 6.7 100 1143 6900 70755 0-3.2 28 156 226 54 3.0 108,0 mm 4.250 1,000 14,180 0 -0.13 1°-41' 2 -16 X 82.5 6.00 8.63 2.13 11.0 108,0 6900 63100 0-3.2 152 219 54 5,0 5 5.563 1,000 24,300 0 -0.13 1°-18' 07 2-/4 X 41/4 i im 10.6 125 141.3 6900 108135 0-3.2 23 197 270 54 4.8 133,0 mm 5.250 1,000 21,635 0-0.13 V-21' 0.28 2-20 X 108 10.38 2.13 10•0 133,0 6900 96275 0-3,2 24 194 264 54 1 4.5 139,7 mm 5.500 1,000 23,745 0-0.13 1'-18' 0.28 2-20 X 108 8.63 10.65 -2.:1 - 10.0 139,7 6900 105665 0-3,2 24 219 270 54 4,5 6 6.625 1,000 34,470 0-0. 13 ' 2- 3/4 X 41/4 8.63 11.88 2.13 12.0 150 168.3 6900 153390 0-3.2 o 219 302 54 5,4 159,0 mm 6.250 1,000 30,665 0 -0.13 0 2-20 X 108 8.63 11.50 2.13 13.2 159.0 6900 136460 0-3,2 20 219 292 54 6,0 165,1 mm 6.500 1,000 33,185 0-0.13 1' -6'023 2- 3/4 X 41/4 8.88 11.63 2.13 13.2 165,1 6900 147660 0-3.2 19 226 295 54 6.0 Table continued on page 2. 'tO Refer to notes on page 2. S REGISI'EREDIRADEMfRI( OFVSTAUUC - C COPYRIGHT 2003 VICTAULIC - PRINTED IN UA Victaulic Company of America • Phone: 1-800-PICK-VIC (1-800-742-5842) • Fax: 610-250-8817 • e-mail:pickvic@vicfaulic.com Victaulic Company of Canada • Phone: 905484-7444 • Fax: 905-884-9774 • e-mail: viccanada©victaulic.com Victaulic Europe • Ptione:324381 -1500 • Fax: 32-9-380-4438 • e-mail: viceuro@victaulicbe Victaulic America Latina • Phone: 610-559-3300 • Fax: 610-559-3608 • e-mail: vical@victaulic.com Victaulic Asia Pacific 9 Phone: 65-6235-3035 9 Fax: 65-6235-0535 9 e-mail: vicap@victaulic.com 1489 REV F \ht9UIIC DIMENSIONS 14- 22° Sizes 24° Sizes Max. Max. Allow. Deflect. Fr. Dimensions Pipe Size Work Pies. End Load Pipe End t ____CO BolVNut No. - Size bicheslmillimeters Wgt. Each Nominal Actual Per Pipe Diameter Out Die' P91° Lbs.° Sep. Cplg. I lnJFt. Inches Lbs. lnfmm lnimm kPa N InJmm Deg. mmlm mm X Y 2 kg 8 § 8.625 800 46,740 0-0.13 -50' 0.18 2- 7/ X 11.00 14.75 2.50 20.8 200 219,1 5500 207995 0-3.2 279 375 63 9,4 10 10.750 800 73,280 0-0.13 13.63 17.13 2.63 31.1 250 273.0 5500 326100 0-3.2 0114 2 2-1 X 6 346 435 67 14.1 12§ 12.750 800 102,000 00.13 o° - s' 02 2-1 X 61/2 15.63 19.25 2.63 27.8 300 323,9 5500 453900 0-3,2 397 489 67 12,6 14 14.000 300 46,180 0-0.13 0°-31' 4-1 X 31/2 16.63 19.88 2.88 35.6 350 355.6 2065 205500 0-3.2 422 505 73 16,1- 15 15.000 300 53,000 0-0.13 0° - 29' 4- 1 X 51/2 17.88 21.63 3.00 48.8 375 381,0 2065 235850 0-3,2 454 1 549 76 22,1 16 16.000 300 60,320 0-0.13 0°-27' 0.10 4-1 X 31/2 19.00 22.13 3.00 51.1 400 406.4 2065 268425 0-3.2 482 562 76 23,2 18 18.000 300 76,340 0-0.13 0° -24' 0.08 4- 1 X 31/2 21.38 2450 3.13 64.4 450 457.2 2065 339710 0-3.2 543 622 80 29.2 20 2.000 300 94,000 0-0.13 0° -22' 0.?8 4- 11/a X 4 2363 27.25 3.13 91.2 500 508.0 2065 418300 0-3,2 600 892 80 41,4 22 22.000 300 114,000 10-0 , 13 o° 19,007 4 l/ X 4 25.75 29.50 3.13 92.0 550 559,0 2065 507300 0-3.2 6541 749 80 41,7 24 24.000 1 250 113,000 0-0.13 0° -18' 0.07 6- 11/a X 4 .75 31.25 3.13 94.0 600 609.6 1725 502850 0-3.2 104 794 1 80 1 42,6 Couplings 8, 10, 12' (200. 250, 300 mm) sizes available to JIS standards. Refer to Section 06.17 for details. *t@ Refer to notes below. NOTES * Working Pressure and End Load are total, from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Vic-taulic specifications. Contact Victaulic for performance on other pipe. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 1½ times the figures shown. t Allowable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at each joint for standard roll grooved pipe. Figures for standard cut grooved pipe may be doubled. These figures are maximums; for design and installation purposes these figures should be reduced by: 50% for 3/4 - 31/2 (20- 90 mm); 25% for 4' (100 mm) and larger. S Number of bolts required equals number of housing segments. Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. WARNING: Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-395, grade 65-45-15, and ASTM A-536, grade 65-45-12. Housing Coating: Orange enamel Optional: Hot dipped galvanized and others Coupling Gasket: (specify choice*)t Grade "E" EPDM EPDM (Green color code). Temperature range -30°F to +230°F (-34°C to +110°C). Recommended for hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL classified in accordance with ANSI/NSF 61 for cold +86°F (+30°C) and hot +180°F (+82°C) potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. Grade "T' nitrile Nitrile (Orange color code). Temperature range -20°F to +180°F (-29°C to +820C). Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range. Not recommended for hot water services over +150°F (+66°C) or for hot dry air over +140°F (+60°C). *Services listed are General Service Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. Bolts/Nuts: Heat treated carbon steel, zinc electroplated to ASTM 13633, track-head conforming to physical properties of ASTM A-183 minimum tensile 110,000 psi (758340 lPa). tSupplemental lubricant is recommended for services installed at or continuously operating below 0°F (-18°C). Optional: Type 316 stainless steel, Grade B-8M, Class 2. 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. Style 77 Standard Flexible Coupling Exaggerated for clarity DIMENSIONS VICTAILICS ISAN ISO 9801 CERTIFIED COMPANY Style 750 Reducing Coupling PRODUCT DESCRIPTION The Style 750 Reducing Coupling permits direct reduction on the piping run. Designed to replace two couplings and a reducing fitting, the Style 750 features a special reducing gasket for pressure responsive sealing. A steel washer which prevents telescoping of the smaller pipe inside the larger pipe during vertical systems assembly is available upon request. See Victaulic publication 10.01 tot details Max. Max Allow. Deflect Fr. Dbnensions Work End Pipe CLf InchesimilImieters Wgt. Per Pipe Nominal Size Pres. Load End f Bolt/Nut Each Inches P51° Lbs.° Sep. In. Cplg. InJFt. No.- She Lbs. mm kPa N mm Deg. mm/rn Inches X Y Z kg 2 X 1 350 1000 0-0.07 0°- 57 0.20 2-/e X 2 3.38 5.25 1.86 2.0 50 X 25 2410 4450 0-1,8 17 85 133 48 0.9 X 11/2 350 1000 0-0.07 0.20 3.38 5.25 1.88 2.0 X 40 2410 4450 0-1.8 57 17 2 - 3/ X 2 85 133 48 1,0 21/2 X 2 500 2215 0-0.07 047' 0.16 2- /e X 2 4.06 6.00 1.88 2.3 65 X 50 3450 9850 0-1,8 14 103 152 48 1.0 76,1 mm X 2 350 1550 0-0.07 0.16 2- 1/2 X 2)/i 4.13 6.00 1.68 4.6 X 50 2410 6900 0-1.8 14 105 152 48 2,1 3 X 2 350 1550 0-0.07 0°- 39' 0.13 2-1/2X29/4 4.75 7.13 1.86 4.6 80 X 50 2410 6900 0-118 121 181 48 2,1 500 3250 0-0.07 0°- 39' 0.13 2- 1/2 X 2/4 4.75 7.13 1.68 3.6 X 21/2 X 65 3450 14460 0-1,8 11 121 181 48 1,7 mm X 76,1 350 2275 0-0.07 0.13 ½ 2-X2/4 4.75 7.13 1.88 3.8 2410 10125 0-1.8 121 181 48 1,7 4 X 2 350 1550 0-0.13 0.28 2_5/8X31/4 6.25 8.88 2.25 8.8 100 )( 50 2410 6900 0-3.2 25 159 225 57 4,0 X 21/2 350 2275 0-0.13 1' 0.28 2- 5/a X 31/4 6.25 8.88 2.25 8.3 X 65 2410 10125 0-3,2 25 1 159 225 57 3,8 X 3 500 4810 0-0.13 1° 19' 0.28 2- /a X 31/4 6.00 8.88 2.25 6.3 X 80 3450 21400 0-3.2 25 152 225 57 2,9 41/2 X 761 mm 350 2275 0-0.13 1°- 19' 0.28 2- X 31/4 6.25 8.88 2.25 6.4 120 X ' 2410 10125 0-3,2 25 159 225 57 3,8 5 X 4 350 5565 0-0.13 0.22 7.13 10.63 2.13 10.8 125 X 100 2410 24765 0-3.2 1°-3' 19 2-/4X4/4 181 270 54 4,9 6 X 4 350. 5565 00.13 0°- 52' 0.18 2 3/4 X41/4 181 8.63 11.88 2.25 16.1 150 X 100 2410 24765 0-3,2 15 302 57 7,3 X 5 350 8500 0-0.13 0.18 8.50 11.88 2.25 12.6 0°- 52' 2-3/4X4'/4 216 302 57 5,7 165,1 mm X 4 350 5565 0-0.13 0°- 55 0.19 23/4X41/4 8.50 11.38 2.25 15.2 X 100 2410 24765 0-3,2 18 .216 289 57 6.9 8 X 6 350 12000 0-0.13 . 0-38 11 0.13 2/eX5 10.75 14.75 2.50 22.3 200 X 150 2410 53400 0-3,2 vs vs 64 10,1 Meter to notes on page 2. Style 750 Reducing couplings should not be used with end caps (#60) in systems where a vacuum may be developed. Contact Victaulic for details. a REGISTERED TRADEMARK OFVICTAUUC -0 COPYRIGHT 2004VICTAWC - PRINIEDINILSA 1536REV F Victaulic Company ot America • Phone: 1-800-PICK-VIC (1-800-742-5842) • Fax: 610-250-8817 • e-mail:pidcvicvictauiic,com Victaulic Company of Canada • Phone: 905-884-7444 • Fax: 905-884-9774 • e-mail: viccanada@victauiic,com Victaulic Europe • Phone-32-9-3111-1500 • Fax: 32-9-380-4438 • e-mail: viceuro@victauiic.be \/tiUIiC Victaulic America Latina • Phone: 610-559-3300 • Fax: 610-559-3608 • e-mail: vical@victaulic.com Victaulic Asia Pacific • Phone: 65-6235-3035 • Fax: 65-6235-0535 • e-mail: vicap@vidaulic.com _____________________________ FLOW DATA Head Loss Flow Reducing The head loss across Style 750 Reducing coupling is very small and is essentially the same as for standard short body reducing pipe fittings. Equivalent lengths of standard Nom1iI Size leehes mm 2 X 50 X X 1 25 40 Equiv. Pipe Length Sm. 0th. Feetlm 1.8 5.9 2.0 0,6 weight steel pipe are shown in 2½ X 2 1.9 the tables. All data is based on 65 X 50 0,6 5.5 1,7 water flowing at ambient temperature. 3 80 X X X X 2 50 2½ 65 3.8 1.2 4 X 2 6.0 100 X 50 1.8 X 2½ 6.0 )( 65 1,8 X 3 6.0 X 80 1.8 5 X 4 3.0 125 X 100 019 6 X 4 6.0 150 X 100 1,8 125 I 1,4 165,1 mm - X 1001 1,8 8 X 6 I 7.3 200 X 1501 2.2 Flow Expanding Nomleet She Equiv. Pipe Length biches Sm. Dia. mm Feet/rn 1 X 2 2.7 25 X 50 0,8 1½ X 2 1.9 40 X 50 016 2 X 2½ 1.0 SOX 65 0.3 X 3 3.5 X 80 1,1 X 4 3.0 X 100 0,9 2½ X 3 2.5 65 X 80 0.8 X 4 3.0 X 100 0.9 3 X 4 25 80 X 100 0.8 4 X 5 3.3 100 X 125 110 X 6. 4.6 X 160 1A 165,1 mm 1.4 125 X 150 0,7 150 X 200 1,8 MATERIAL SPECIFICATIONS 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. Housing Coating: Orange enamel Optional: Hot dipped galvanized and others Gasket: (Specify choice*): Grade "E" EPDM EPDM (Green color code). Temperature range -30°F to +230°F (-34°C to i-il 0°C). Recommended for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL classified in accordance with ANSI/NSF 61 for cold +86°F (+30°C) and hot +180°F (+82°C) potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. Grade "T" nitrile Nitrile (Orange color code). Temperature range -20°F to +180°F (-29°C to +820C). Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range. Not recommended for hot water services over + 150°F (+66°C) or for hot dry air over +1 40OF (+60°C). *Services listed are General Service Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. Optional: Assembly Washer: Galvanized, carbon steel Bolts/Nuts: Heat-treated plated carbon steel, trackhead meeting the physical and chemical requirements of ASTM A-449 and physical requirements of ASTM A-183. NOTES * Working Pressure and End Load aretotal. from all internal and external loads, based on standard weight (ANSI) steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe. Maximum working pressure rating based on larger pipe size. Maximum End Load rating based on smaller pipe size. WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 1½ times the figures shown. t Allowable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at each joint for standard roll grooved pipe. Figures for stan- dard out grooved pipe may be doubled. These figures are maximums; for design and installation purposes these figures should be reduced by: 50% for 3/43 ½ (20-90mm); 25% for 4 (100mm) and larger. @ Number of bolts required equals number of housing segments. Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. WARNING: Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. This product shall be manufactured by Victaulic Company. All products shall 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 750 Reducing Coupling U • i ---- - • - - r - - - - j- - • . - :•'.• • • . • •• ;_ * I.- - _NSE'.' Certifi ed to - I - ANSIINSF 61 - - FM APPROVED For listing/approval details contact your Gruvlok Representative. 11111 OUV- Standards & Approvals ANVI L INTUIN*TIONAI. INC PRODUCTS FOR GROOVED PIPING SYSTEM The Gruvloka System has been manufactured since the late 1960's. Gruvlok is part of our overall commitment to provide today's piping The Gruvlok product line has grown from standard couplings and fit- industry with tomorrow's products. tings to today's extensive range of grooved product plain-end product, butterfly valves, check valves, pump protection components, pipe prep- aration tools and various accessories. - INDUSTRY AND GovERNMEN STANDARDS & APPROVALS ANSI American National Standards Institute COE Corps of Engineers: CEGS 15000 AWWA American Water Works Association: C606 FAA Federal Aviation Administration: HVAC, Plumbing, Fire Protection API American Petroleum Institute: API Std. 5L, Sect. 7.5 FHA Federal Housing Administration ASHRAE American Society of Heating, Refrigerating and Air Conditioning Engineers GSA General Services Administration:15000 Series ASME American Society of Mechanical Engineers: MIL Military Specifications: Power Piping, 8-31.1; Chemical Plant and Petroleum Refinery Piping, MILP10388 Fittings; MIL-C-10387 Couplings; B-31.3; Refrigeration Piping, B-31.5; Building Services Piping, B-31.9; MIL-P-11087A(CE) Steel Pipe, Grooved MIL-1-45208 Inspection Procedure Slurry Pipelines, B-31.11 NASA National Aeronautics and Space Administration: 15000 Series AS1M American Society of Testing and Materials: F-1476, F-1387 NAVFAC Naval Facilities Engineering Command: NFGS 15000 Series BBA British Board of Agrement NIH National Institute of Health (Dept. of Health): 15000 Series COF California State Fire Marshal NA Tennessee Valley Authority: Fire protection, storm drains D.)A VA Veterans Affairs : 15000 Series ,, ,iun uall au,a ota,,uaIuD noouwal, uII. u-n FM Factory Mutual Engineering Corp. IAPMO International Association of Plumbing & Mechanical Officials LLOYD'S Uoyd's Register of Shipping MEA Materials & Equipment Acceptance NFPA National Fire Protection Association NY-BSA New York Board of Standards and Appeals NSF NSF International SBCCI Southern Building Code Congress-International: Standard Plumbing and Mechanical Code UL Underwriter's Laboratories, Inc. ULC Underwriter's Laboratories of Canada Bureau of Marine Inspection: Salt and fresh water, oil transfer Bureau of Public R6ãds; Div. of Bridges: Drain lines and bridge crossings Canadian Coast Guard U.S. Coast Guard -Approves each vessel individually ABS American Bureau of Shipping Worldwide BV Bureau Veritas DNV Det Norske Veritas Hong Kong Fire Services Board New Zealand Insurance Council New Zealand Building Act. (1991) $51 Scientifiô Services Laboratory Standards Australia VdS Verband der Sachversicherer e.V. LPC Loss Prevention Council WRC Water Research Council DVGW -. DeUtscher Vereindes Gas und Wasserfaches e.V. BBA SM Board of Agremont 6/04-137. - - - - PAGE 2 OF 24 Fire Protection Products I C Submittal Sheet fJANVIL. INTERNATIONAL. INC. Figure 7000* Lightweight Flexible Coupling The Figure 7000 Lightweight Coupling is designed for applications requiring mod- erate internal pressures. The Figure 7000 Lightweight Coupling is approximately 30% lighter in weight than the Figure 7001 Coupling. Working pressure ratings shown are for reference only and are based on schedule 40 pipe. For the latest ULIULC Listed and FM approved pressure ratings versus pipe schedule see www.anvilintLcom or contact your local Gruviok Sales Representative. The Figure 7000 Lightweight Coupling with a DRI-SEAL®."C" Style, Grade "E" Type "A" gasket identified by purple nuts, is intended for use in fire protection systems . y .. Z when installed in accordance with NFPA Standard 13 "Sprinkler Systems:' IAWARNINGI For dry pipe systems and freezer applications lubrication of the gasket is required, Gruvlok' XIreme Lubricant isrecommended. - i:i - - Available galvanized. When ordering, refer to product as FP7000. FIGURE iIIIlII LIGHTWEIGHT .COUPLING Range of EC11oNpMtjpjq COUPLING DIMENSIONS - Nominal Pipe Max. Wk. Max. End Pipe End - Approx. Size 00 Pressure Load Separation Per.Cou ling erinjfl. X Y Z Oty. Size. Max. Wt. Ea. In/DN(mrn) In 1mm PSI/bar LI,S...*N In Mini 1)egraes "mm/rn In 1mm'7 In 1mm7.I;Imm In/mm Fl-Lbs IN M Lbs/Kg 11/4 1.660 600 1,299 0-% 2% 41A 1% 1.4 32 42.2 41.4 5.78 0-3.2 . . 70 111 44 _____ 18 0.6 11A 1.900 600 1,701 0 -% 0 3 41/6 134 1.5 40 48.3 -41.4 7.57 .0-3.2 65. 76 117 44 4 0.7 2 2.375 600 2,658 14 314 5h 11/4 __ 1.7 50 60.3 41.4 11.82 0-3.2 2. 89 140 44 . OF B 60. 0.8 214 2.875 600 3,895 0 - 1% 052 4 5% 1% 1.9 65 73.0 41.4 17.33 0-3.2 ______ 3.3 102 146 44 0.9 3 3.500 600 5,773 14 1P-fl 4% 61/4 1% '3 2.9 80 88.9 41.4 25.68 0-3.2 1358l 117 171 44 2 - 1 5 1.3 4 4.500 600 9,543 0 140 574 8'% 2 h. 80 4.6 100 114.3 41.4 42.45 0-6.4 149 206 51 0 2.1 5 5.563 500 12,153 0- 1% 35JlO 7 9% 2 192. 6.1 125 141.3 34.5 54.06 0-6.4 178 244 51 2.8 6 6.625 500 17,236 0-'A 0' 045 8 11 2 2 8.1 150 168.3 34.5 76.67 0-6.4 203 279 51 . 3.7 8 8.625 . 500 29,213 0 1/4 10 1314 23A 14.2 200 219.1 34.5 129.95 0-6.4 264 337 60 6.4 Note: Not for use in copper systems. § - For additional Bolt Torque information and Coupling Data Chart Notes, from main menu: APPROVAL STAMP: 'Project: undefined Date: undefined Phone: undefined . -. Architect/ Engineer: undefined . . Contractor: undefined Address: undefined Notes 1: undefined Notes 2: undefined 10/03-3 WARNING I For dry pipe systems and freezer applications lubrication of the gasket is required, Gruvlok XtremeTM Lubricant is recommended. Fire Protection Products Submittal Sheet oqw ANVIL INTERNATIONAL, INC. Figure 7400* Rigidlite® Coupling The Figure 7400 Rigidlite Coupling from Gruvlok is specially designed to provide a rigid, locked-in pipe connection to meet the specific demands of rigid design steel pipe. Fast and easy swing-over installation of the rugged lightweight housing produces a secure, rigid pipe loint. The Figure 7400 Rigidlite Coupling is UI/ULC Listed and FM Approved for fire protection service in both wet and dry systems, with roll grooved or cut grooved steel pipe prepared in accordance with Gruvlok grooving specifications. Working pressure ratings shown are for reference only and are based on schedule 40 pipe. For the latest UL/ULC Listed and FM approved pressure ratings versus. pipe schedule, see www.anvilintl.com or contact your local Gruvlok Sales Representative. The Figure 7400 Rigidlite Coupling with a DRI-SEAL®, "C" Style, Grade E Type "A" gasket is intended for use in fire protection systems installed in accordance with NFPA Standard 13 "Sprinkler Systems". O -Available galvanized. When ordering, refer to product as FP7400. FI GURE 740 0 Range of COUPLING SPECIFIED Nominal Pipe Max. Wk. Max. Pipe End COUPLING DIMENSIOtI BOLTS TORQUE §'. Approx. -- Size OD Pressure End Load Separation Qty. Size - - _ - Mm. Max. Wt. Ea. In./ON(mmj In./mm 1PSUbar LbsJrN ln./nim .'..ln.jmni .'1nInim In./mm in.'/mm FL-Lbs:fl1;M Lbsjlrp 1% 1.660 300 649 0 -'4 2 % x 2430 45 1.3 32 42.2 20.7 2.89 0-3.2 : / 21 .4 M10x57 40 60 0.6 1% 1.900 300 851 Q_% 2 %x2¼ 30 45 . 1.4 40 48.3 20.7 3.78 0-3.2 ...7,2 (24. 44. M10x57 40 60 0.6 2 2.375 300 1,329 0-14 2 %x 21/4 30 45 1.6 50 60.3 20.7 5.91 0-3.2 .0 . M10x57 40 60 0.7 2½ 2.875 300 1,948 Q 14 . ' ~ 2 Vax 21/4 30 45 1.9 65 73.0 20.7 8.66 0-3.2 . 52 M10 57 40 60 0.9 3 3.500 300 2,886 0-14 Pr!4' 6~ . 4 2 %x2% 30 45 2.1 80 88.9 20.7 12.84 0-3.2 It ? 44 M10x70 40 60 1.0 4 4.500 300 4,771 0-14 3 fh 2 %x 2/i 30 45 3.1 100 114.3 20.7 21.22 0-6.4 . M10x70 40 60 1.4 5 5.563 300 7,292 0-in 6M942 2 '4x3 80 100 4.6 125 141.3 20.7 32.44 0-6.4 M12x76 110 150 2.1 6 6.625 300 10,341 014 77 2 'AX 3 80 100 5.5 150 168.3 20.7 46.00 0-6.4 M12x76 110 150 2.5 8 8.625 300 17,528 0-14 2 'Ax 3 80 100 8.4 200 219.1 20.7 77.97 0-3.2 2iã74 W M12x76 110 150 3.8 Note: 7400 Type "E" required for use in copper system § -. For additional Bolt Torque information and Coupling Data Chart Notes, from main menu APPROVAL STAMP: Project: undefined Date: undefined Phone: undefined Architect I Engineer: undefined Contractor: undefmed Address: undefined Notes 1: undefmed Notes 2: undefmed 10/03-2 EJ 4F - Available galvanized. *When ordering, refer to product as FP7010. Fire Protection Products 'Submittal Sheet INTfINATON*L. INC. I OW Figure 7010* Reducing Coupling The Figure 7010 Reducing Coupling makes it possible to directly connect two different pipe sizes, eliminating the need for two couplings and a reducing fit- ting. The specially designed reducing coupling gasket with a center rib assures proper positioning of the gasket and prevents the smaller pipe from telescop- ing into the larger during assembly. Working pressure ratings shown are for reference only and are based on schedule 40 pipe. For the latest UIJULC Listed and FM approved pres- sure Y. ratings versus pipe sched- • ule, see www.anvilintl.com or contact your local Gruvlok Sales Representative. Figure 7010 Coupling complete with Grade "E" EPDM Gasket FIGURE IIhIII REDUCI NG COUPLING Larger Smaller Max. Range of ÔEFLEáTTciã'FRQMI. COUPLING DIMENSIONS ifOUI1BOLT 6p.EciAd'ToRQUE 1 Nominal Pipe Pipe Working Max. End Pipe End Pé . .. Approx Size OD OD -- .Pressure Load Canpjjg Per lnffi. _Separation .! X y. e Mm. Mix. Wt. Ea ià.7DNftimiL .Iir./mm inimni' PSifliar . LbsjtN '-In./mm flarees .:mm/m In./mrn' •In./mmIn.Ymni '. . :Injmm '-. FL-Lbs4WM ''.Lbs.,g 2x 1½ 2.375 1.900 500 2,215 0-% NOW 3% 5½ 1½ 50x40 60.3 483 345 985 0-32 ' . 92 149 48 .76 p1.1 150 . 09 21h x 2 2.875 . 2.375 500 3,246 0 -½ '4° 33' 3a 41/4 6% 1/a 2 %x,Yi 0 tQ0 3.5 65x50 73.0 60.3 34.5 14.44 0-32 . . 108 162 48 MThVS_ . 16 3x2 3.500 2.375 500 4,811 0-1/i N.27 47/s 7% 14 00 4.4 80x50 88.9 60.3 34.5 21.40 0-3.2 -- 124 181 48 6 50 20 3 x 21h 3.500 2.875 500 4,811 0 - 7 474 7% 1/8 2 ½'xi23/i 0 1 4.1 80x 65 88.9 73.0' 34.5 21.40 0-3.2 ___________ - 124 161 48 0 T50 1.9 4 x 2 4.500 2.375 500 7,952 0- /I6 2 - 61% 8/a 2 -- 76 8.9 100x50 114.3 60.3 34.5 35.37 0-48 . 159 225 51 893 Y51 4.0 4x2½ 4.500 2.875 500 7,952 0-5s 61/4 87h 2 7.9 100x65 114.3 73.0 34.5 35.37 0-4.8 45! 159 225 51 ., .,_ 30 4 x 3 4.500 3.500 500 7,952 0- /ie - - .55 61/4 8% 2 - - 1/ 3 8C' 6.7 100x80 114.3 88.9 34.5 35.37 0-4.8 159 225 51 2 0 5 30 5 x 4 5.563 4.500 500 12,153 0 1/4 5' ' 71/ 10% 214 125x 100 141.3 114.3 34.5 54.06 0-6.4 184 270 - 54 _____ 52 6 x 4 6.625 4.500 500 17,236 0- ¼ 8/ 11% 214 . 8 . 13.4 150x100 168.3 114.3 '34.5 76.67 0-6.4 2 - 210 295 54 - 2i1xf.1 6.1 6 x 5 6.625 5.562 500 17,236 0 1A 4' 36 8½ 11% 21A 13.5 150x 125 168.3 141.3 34.5 76.67 0-6.4 M4 216 295 54 _:,1, . 61 8 x 6 8.625 6.625 500 29,213 0 14 15 0,26 10½ 14 21/4 4 301BG 17.7 200x 150 219.1 168.3 34.5 129.95 0-6.4 -ATOM 267 356 57 14 52'i1W 80 Not for use in copper systems. See technical data section for coupling data chart notes § - For additional Bolt Torque information and Coupling Data Chart Notes, from main menu. APPROVAL STAMP: Project: undefined Date: undefined I Phone: undefined Architect I Engineer: undefined Contractor: undefined' Address: undefined ' Notes 1: undefined Notes 2: undefined 10/03-4 Security nplexGrinnell . .. •.• FIRE SPRINKLER . . • • . •; : MATERIAL SUBMITTAL • SECTION 4."'' GROOVED FITTINGS •• ISO 9001 CERTIFIED - Central Grooved Piping Products are 1509001 Certified confirming conformance to the quality standards of our products. GOVERNMENT AGENCIES Coast Guard - Approved each vessel individually Corps of Engineers (COE) - GEGS 15000 Federal Aviation Administration (FAA) HVAC, Plumbing and Fire Protection Federal Housing Administration (FHA) General Services Administration (GSA) - 15000 Series Military Specifications (MIL) MILP - 10388 Fittings; MIL- C - 10387 Couplings; MIL - P - 11087A (CE) Steel Pipe, Grooved MIL - I -45208 Inspection Procedure National Aeronautics and Space Administration (NASA) Naval Facilities Engineering Command (NAVFAC) - NFGS15000Series National Institute of Health (Nifi) - Dept. of Health-- 15000 Series Veterans Affairs (VA) - 15000 Series Qe UC See Fire PrOtection Submittal Sheet for pressure rating and - Listing and Approval infonnation GENERAL CODE GROUPS, ASSOCIATIONS, LABORATORIES AND APPROVAL BODIES American Bureau of Shipping-(ABS) American National Standards Institute I American Water Works Association (ANSI I AWWA) American Petroleum Institute (API) - API Std. 5L, Sect. 7.5 American Society of Heating, Refrigerating and Air Conditioning Engineers (ASHRAE) American Society of Mechanical Engineers (ASME) Power Piping, B-31.1; Chemical Plant and Petroleum Refinery Piping, B-31.3; Refrigeration Piping, B-31.5; Building Services Piping, B-31.9. Building Officials and Code Administrators (BOCA) Factory Mutual Enginering Corp. (FM) - Approved for Fire Protection Services Material Equipment and Acceptance (MM) National Fire Protection Association (NFPA) .New York Board of Standards* and Appeals (NY-BSA) Southern Building Code Congress International (SBCCI) - Standard Plumbing Underwriter's Laboraiories, Inc. (UL) - Listed for Fire Protection Services Underwriters Laborátóries of Canada (ULC) - Listed for Fire Protection Services MaterialISpecifications Metallurgical Specifications: Grade '1' Nitrile gaskets have an orange color code identification, and Central Grooved Piping Products are domestically manufactured in our state conform to ASTM D-2000 -for service temperatures from -20°F (29°C) to of the art ductile iron foundry. The applicable material specifications for 180°F (820C). They are recommended for petroleum products, vegetable oils, ductile iron, galvanizing and rubber-injection apply- mineral oils, and air with oil vapors. Housing! Fitting Specifications: ASTM A-536 - Standard Specification for Ductile Iron Castings Grade 65-45-12 Tensile Strength, minimum psi -65,000 Yield Strength, minimum psi -45,000 Elongated in 2 or 50mm, minimum % - 12 ASTM A-153 - Standard Specification for Hot Dip Galvanizing Gasket Specifications: Grade 'E' EPDM gaskets have a green color code identification and conform to ASTM D-2000 for service temperature from -30°F (-34°C) to 230°F (110°C). They are recommended for hot water not to exceed 230°F (1100C), plus a variety of dilute acids, oil free air and many chemical services. They are not recommended for petroleum services. Grade 'A' EPDMA gaskets have a violet color code identification, and conform to ASTM D-2000 for fire protection services. They are not recommended for hot water services. For dry pipe or freezer systems, use tn-seal Grade 'E' gaskets. Bolt I Nut Specifications: Bolts and Nuts: Coupling bolts and nuts are heat treated carbon steel, oval-neck track head bolts and heavy hex nuts, conforming to ASTM A-183 with a minimum tensile strength of 110,000 psi. Bolts and nuts are Zinc electroplated. Paint Specifications:. Orange - non lead (standard) Fire Brigade Red - non lead (optional) Introduction OL Grooved Fittings Figures 501, 510, and 519 Patent Pending CPRO Manufactured by: Tyco Fire Products 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Phone (215) 362-0700 . Fax (215) 362-5385 J Product Ordering Description.. Information Grooved fittings provide an economical and efficient method of changing direction, adding an outlet, reducing, or capping grooved piping systems. Figure 500 fittings are available in durable ductile iron. - Technical Data Figure: 501, 510, 519 Sizes: 11/4'- 8' Maximum Working Pressure: 300 psi; See specific data sheet for rating of coupling being used. Approvals: UL, FM, and ULC Note: Selected fittings are Listed/Approved for fire protection service. See Fire Protection Submittal Sheet for exact Listing/Approval information; Manufacture Source: Domestic Material: Ductile iron, conforming to ASTM A- 536 Grade 65-45-12 Protective Coatings: Non-lead orange paint Fire Brigade red (optional) non-lead Hot dipped galvanized conforming to ASTM A-153 Ordering Information, When placing an order, indicate the full product name. Please specify the quantity, figure number and size. Availability and Service: Grooved Piping Products, valves, accessories and other products are available throughout the U.S., Canada, and internationally, through a network of distribution centers. You may write directly or call 215-362-0700 for the distributor nearest you. Limited Warranty: Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against detects in material and workmanship when paid for and properly installed and. maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by Tyco Fire Products. No warranty is given for products or components manufactured by companies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been Installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protection Association (NFPA), and/or the standards of any other Authorities Having Jurisdiction. Materials found by Tyco Fire Products to be defective shall he either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither assumes, nor authorizes any person to. assume for it, any other obligation I n connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design. -. errors or inaccurate or incomplete Information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CONTRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THEORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSE- QUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, REGARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS IN- FORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LIABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. No. 18-1.1 Figure 501 Figure 510 Figure 519 Figure 501 Figure 510 Figure 519 450 Elbow 900 Elbow Tee Nominal C to E Appx. Wt. C to E Appx. Wt. C to E Appx. Wt. Size Inches Lbs. Inches Lbs. Inches Lbs. Inches mm Kg. mm Kg. mm Kg. 11/4 1.75 0.8 2.75 1.0 2.75 1.4 44.5 0.4 69.9 0.5 69.9 06 2 1.75 1.0 2.75 1.4 2.75 1.8 44.5 0.5 69.9 0.6 69.9 0.8 2 2.00 1.3 3.25 1.8 3.25 2.6 50.8 0.6 82.6 0.8 82.6 1.2 21/ 2 2.25 1.9 3.75 2.7 3.75 3.9 57.2 0.9 95.3 1.2 95.3 1.8 2.50 2.6 4.25 3.7 4.25 5.4 63.5 1.2 108.0 1.7 108.0 2.4 3.00 5.0 5.00 7.0 5.00 10.1 76.2 2.3 127.0 3.2 127.0 4.6 6 3.50 8.6 6.50 13.4 6.5 18.8 88.9 3.9 165.1 6.1 165.1 8.5 8 4.25 17.2 7.75 26.3 7.75 36.3 108.0 7.8 196.9 11.9 196.9 16.5 General Notes: It is the Designers responsibility to select products suitable for the intended service and to ensure that pressure ratings and performance data is not exceeded. Always read and understand the installation instructions. Never remove any piping component nor correct or modify any piping deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. Tyco Fire Products Headquarters Tyco Fire Products. Grooved Engineering 451 North Cannon Avenue Technical and Engineering Services Lansdale, PA 19446 1550 Valley Center Parkway 01 Phone: (215) 362-0700 • (800) 523-6512 Bethlehem, PA 18017 Fax: (215) 362-5385 Phone: (610) 882-4390 9 (866) 500-4768 Web: www.tyco-central.com Fax: (610) 882-4399 Certified Company Web: www.centralgroove.com tqco/Flow Control /Tyco Fire Products © 2000 Tyco Fire Products Printed in the U.S.A. 500 Fittings.09.00 Figure 327 Figure 312 Figure 310 Figure 311 Figure 313 Figure 310 T 1K Fittings FIGURE 310 FIGURE 311 FIGURE 312 FIGURE 313 FIGURE 327 LONG RADIUS LONG RADIUS 221/20 ELBOW 111/40 ELBOW CROSS 900 ELBOW 45° ELBOW C to E Appx. Wt. C to E Appx. Wt. C to E Appx. Wt. C to E Appx. Wt. C to E Appx. Wt. Nominal Inches Lbs. Inches Lbs. Inches Lbs. Inches Lbs. Inches Lbs. Size mm Kg.. mm Kg. mm Kg. mm Kg. mm Kg. 3.88 1.4 2.50 1.1 1.75 0.4 1.38 0.4 2.75 2.0 98.6 0.6 63.5 0.5 1 44.5 0.2 35.1 0.2 69.9 0.9 • 2 4.25 1.8 2.50 1.3 1.75 0.5 1.38 0.5 2.75 2.2 108.0 0.8 63.5 0.6 44.5 .0.2 35.1 0.2 69.9 1.0 4.38 2.5 2.75 1.8 1.88 0.6 1.38 0.6 3.25 2.7 111.3 1.1 69.9 0.8 47.8 0.3 35.1 0.3 82.6 1.2 21/2 • 5.75 5.0 3.00 2.9 2.00 0.7 1.50 1.1 3.75 5.0 146.1 2.3 76.2 1.3 50.8 0.3 38.1 0.5 95.3 2.3 5.88 6.5 3.38 4.6 2.25 1.4 1.50 1.2 4.25 7.1 149.4 2.9 85.9 2.1 57.2 0.6 38.1 0.5 108.0 3.2 7.50 11.7 4.00 7.5 2.63 2.4 1.75 2.2 5.00 11.9 190.5 5.3 101.6 3.4 66.8 1.1 44.5 1.0 127.0 5.4 9.50 21.0 5.00 12.5 2.88 4.1 2.00 3.3 5.50 17.1 241.3 9.5 127.0 5.7 732 1.9 50.8 1.5 139.7 7.8 6 10.75 30.0 5.50 12.0 3.13 5.6 2.00 4.6 6.50 27.5 273.1 13.6 139.7 5.4 79.5 2.5 50.8 2.1 165.1 12.5 8• 15.00 60.0 7.25 34.0 3.88 11.1 2.00 8.7 7.75 47.0 381.0 27.2 184.2 15.4 98.6 5.0 50.8 3.9 196.9 21.3 0 10 18.00 100.0 8.50 56.0 4.38 14.0 2.13 9.1 9.00 68.0 457.2 45.4 215.9 25.4 111.3 6.4 54.1 4.1 228.6 30.8 0 12 21.00 140.0 10.00 98.0 4.88 22.0 2.25 16.7 10.00 107.0 533.4 63.5 254.0 445 1 124.0 10.0 57.2 7.6 254.0 48.5 14 21.00 180.0 8.75 105.0 5.00 46.0 3.50 32.1 11.00 135.0 533.4 81.6 222.3 47.6 127.0 20.9 88.9 14.6 279.4 612 18" 24.00 220.0 10.00 115.0 5.00 52.2 4.00 42.0 12.00 164.0 609.6 99.8 254.0 522 127.0 23.7 101.6 19.1 :304.8 74.4 1 • 8 27.00 280.0 11.25 145.0 5.50 65.0 4.50 53.2 • 15.50 250.0 685.8 127.0 285.8 65.8 139.7 29.5 114.3 24.1 393.7 113.4 2 • 0 33.00 350.0 12.50 180.0 6.00 80.0 5.00 65.7 17.25 310.0 838.2 158.8 317.5 81.6 152.4 36.3 127.0 29.8 438.2 140.6 24 36.00 480.0 15.00 250.0 7.00 112.0 6.00 96.0 20.00 575.0 914.4 217.7 381.0 113.4 177.8 50.8 152.4 43.5 508.0 260.8 Refer to General Notes on Pane 8. Grooved Fittings EtoE I.s- EtoE •. Figure 350 Figure 350 Figure 372 Sizes 11/2" to 6" Sizes 8" to 24" Groove x Thread Groove x Groove Groove x Groove Figure 350 -Concentric Reducer I . Fig. 372 - Nominal ' E to E Appx. Wt. I Nominal E to E Appx. Wt I Nominal Etc E IAppx. WtJ Concentric Reducer Size Inches Lbs. Size inches Lbs. Size inches Lbs. Nominal E to E Appx. Wt Inches mm Kg. Inches mm Kg. inches mm Kg. Size inches inches mm Lbs. Kg- ______ 11/2 X 11/4 2.50 0.6 6 x 21/2 4.00 6.0 14x 12 13.00 60.0 63.5 63.5 0.3 101.6 2.7 330.2 27.3 11/2 X 1 2.50 63.5 0.6 0.3 2X 1V4 2.50 0.8 6 x 3 4.00 6.0 16 . 14.00 68.5 ________ 63.5 0.4 101.6 2.7 355.6 31.1 2 x 3/4 2.50 63.5 1.0 0.5 2 X 11/2 2.50 0.8 6 x 4 400 i io 14.00 69.5 63.5 0.4 101.6 2.7 355.6 31.6 2 x 1 2.50 63.5 0.8 0.4 21/2x 1'/4 2.50 1.0 6 x 5* 4.00 5.8 16 x 12 14.00 70.0 63.5 0.5 101.6. 2.6 355.6 -31.8 - 2X11/4 250 635 0.8 0.4 2.50 1.3 2V 2x1'I2 8x2 5.00 12.2 6x 114 14;0O 71.0 ________ 63.5 0.6 127.0 5.5 355.6 32.3 2x1'/2 _______ _______ 2.50 635 0.8 0.4 _____ 21/2 x2* 2.50 1.2 8X21/ 2 5.00 12.1 18x 12 15.00 83.0 ________ 63.5 0.5 ________ 127.0 5.5 381.0 37.7 2V2x1'I4 2.50 63.5 11.0 - 0.5 3 X VA 2.50 1.3 8x3 5.00 12.0 18x14 15.00 84.0 ________ 63.5 0.6. 127.0 5.5 381.0 38.2 21/2 X 11/2 2.50 63.5 1.3 0.6 3 x 11h 2.50 1.3 8 x 4* 5.00 11.9 18 x 16 15.00 85.0 63.5 0.6 127.0 5.4 381.0 38.6 21hx2 ______ 2.50 63.5 ______ 1.2 0.5 _ ________ 3x2 2.50 1.3 8x5 5.00 11.3 20x 10 20.00 115.0 ________ 63.5 0.6 127.0 5.1 508.0 52.3 3 x 1 ______ 2.50 63.5 ______ 1.3 0.6 _ 3 x 21/ 2.50 1.5 8 x 6* 5.00 10.8 20x 12 20.00 120.0 63.5 0.7 127.0 4.9 508.0 54.5 3x 11/2 63.5 _______ 2.50 1.3 0.6 ______ 4x 1'/4 3.00 2.2 10x4 6.00 21.9 20x 14 20.00 122.0 76.2 1.0 152.4 10.0 508.0 55.5 3x2 _______ 2.50 63.5 1.3 0.6 ______ 4x1'/2 3.00 23 10x5 6.00 21.6 20 x 16 20.00 124.0 ________ 76.2 1.0 152.4 9.8 508.0 56.4 3x21/2 ______ 2.50 63.5 1.5 0.7 ______ 4x2" 3.00 2.3 10 x 6" 6.00 21.1 20 x 18 20.00 125.0 76.2 1.0 152.4 9.6 508.0 56.8 31/2x _______ 2.50 63.5 1.5 0.7 ______ 4 x Ve 3.00 2.3 lOx 8" 6.00 19.5 24 x 10 20.00 147.0 ________ 762 1.0 152.4 8.9 508.0 66.8 4x 11/2 3.00 76.2 2.3 1.0 4x3* 3.00 2.6 12 4 x 7.00 28.0 24 12 x 20.00 138.0 76.2 1.2 177.8 12.7 508.0 62.7 4x2 _______ 3.00 76.2 2.3 1.0 ______ 5X1'/2 3.50 4.6 12x6 7.00 30.0 24 x 14 20.00 140.0 88.9 2.1 177.8 13.6 508.0 63.6 4X2V2 _______ 3.00 76.2 2.3 1.0 ______ 5x2 3.50 4.6 12x8" 7.00 28.0 24 x 16 20.00 145.0 88.9 2.1 177.8 12.7 508.0 65.9 4x3 3.00 76.2 2.6 1.2 5x21/2 3.50 4.5 12x10" 7.00 33.0 24x18 20.00 145.o ________ 88. 9 2.0 177.8 15.0 . 508.0 67.3 x _______ 3.50 88.9 4.5 2.0 ______ s x 3 3. 50 4.4 14 x 6 13.00 58.0 24 x 20 20.00 150.0 88.9 2.0 330.2 26.4 508.0 ________ ______ ______ 68.2 4.00 101.6 6.0 2.7 s x * 3.50 4.5 14 x 8 13.00 58.5 .6x2 88.9 2.0 _ 330.2 26.6 6x3 400 101.6 6.0 2.7 * 6 x 2 4.00 6.0 14x I 13.00 59.3 101.6 2.7 330.2 27.0 6x4 4.00 101.8 5.9 2.7 . cast ductile iron purchased * These sizes can also be ordered in the Figure 150 Grooved Concentric Reducer which is __________ 6 x 5 4.00 5.8 from a foreign supplier. . Refer to General Notes on Page 8. 101.6 2.6 Grooved Fittings Figure 351 Nominal I E to E ' Appx. Wt. Size Inches Lbs. Inches mm Kg. 1'/2X 11/4 8.50 4.5 215.9 2.0 2 x 11/4 9.00 2.4 228.6 1.1 2x11/2 9.00 2.5 - 228.6 1.1 2V2x1V4 9.50 3.4 241.3 1.5 21/2 X 11/2 9.50 3.6 241.3 1.6 21/2 x 2 9.50 4.0 241.3 1.8 3 x 1V4 9.50 4.3 241.3 2.0 3 x 1'k 9.50 4.5 241.3 2.0 3x2 9.50 4.8 241.3 2.2 3 x 2% 9.50 5.6 241.3 2.5 4x11/4 10.00 6.3 254.0 2.9 4X1V2 10.00 6.4 254.0 2.9 4x2 10.00 6.7 254.0 3.0 4 x 2/2 10.00 7.3 254.0 3.3 40 10.00 7.9 254.0 3.6 5x2 11.00 9.3 279.4 42 5x21/2 11.00 9.9 279.4 4.5 5x3 11.00 10.7 279.4 4.9 5x4 11.00 11.9 279.4 5.4 6x2 11.50 122 292.1 5.5 Refer to General Notes on Pane 8. E to E Appx. Wt. 7x211/2 inches Lbs. mm Kg. 11.50 12.8 292.1 5.8 6x3 11.50 13.6 292.1 6.2 6x4 • 11.50 14.9 292.1 6.8 6x5 11.50 162 292.1 7.3 8x3 12.00 17.9 304.8 8.1 8x4 12.00 19.7 304.8 8.9 8x5. 12.00 21.4 304.8 9.7 8x6 12.00 23.2 304.8 10.5 10x4 13.00 29.7 3302 13.5 10x5 13.00 31.7 330.2 14.4 10x6 13.00 34.0 3302 15.4 10x8 13.00 34.4 3302 15.6 12x4 14.00 44.8 355.6 20.3 12x6 14.00 45.2 355.6 20.5 12x8 14.00 47.7 355.6 21.6 12x10 14.00 52.0 355.6 23.6 14x6 13.00 78.0 330.2 35.4 14x8 13.00 80.0 330.2 36.3 14x10 13.00 84.0 330.2 - 38.1 14x 12 13.00 88.0 3302 39.9 Nominal ' E to E ' Appx. Wt. size Inches Lbs. Inches mm Kg. 16x8 14.00 91.0 355.6 41.3 16x10 14.00 96.0 355.6 43.5 16x12 14.00 99.0 355.6 44.9 - 16x14 14.00 104.0 355.6 47.2 18x10 15.00 110.0 381.0 49.9 18x12 15.00 113.0 381.0 51.3 18x14 15.00 117.0 381.0 53.1 18x16 15.00 121.0 381.0 54.9 20x10 20.00 145.0 508.0 65.8 20x 12 20.00 149.0 508.0 67.6 20x14 20.00 152.0 508.0 68.9 20x16 20.00 156.0 508.0 70.8 20x18 20.00 160.0 508.0 72.6 24x10 20.00 174.0 508.0 78.9 24x 12 20.00 179.0 508.0 81.2 24x 14 20.00 184.0 508.0 83.5 24x16 20.00 189.0 508.0 85.7 24x 18 20.00 194.0 508.0 88.0 24 x 20 20.00 199.0 508.0 90.3 Grooved Fittings The Central Ada-Cap is a grooved end cap with an elbow formed into it, It is typically used for installing the last sprinkler head on branch line piping or as a drain fitting. It is available with ½', or 1" N.P.T outlet sizes. Ada-Caps are rated at 600 psi maximum for non fire protection systems and 300 psi for fire protection systems. See the specific data sheet for the coupling being used to determine the actual rating. SP See Fire Protection Submittal Sheet for pressure rating and Listing and Approval information. Figure 730 Mechanical Tees are rated at 500 psi on Schedule 40 steel pipe and can be used in place of a threaded or grooved outlet is needed. The Mechanical Tee is ideal for use in retrofit or equipment hookup installations, as it can be positioned along the pipe at the proper location in the field, ensuring exact lineup of the branch U.L;,~@ULq See Are Protection Submittal Sheet for pressure rating and Listing and Approval information. iFigure Dl Nom. Size Hole Dia.t DIMENSIONS Net Wt. Run x Branch in. In. in. In. In. In. In. Lbs. mm mm mm mm mm mm mm fl 2" X W. 3/4k, 1% 1% 2.62 4.88 3.07 2.12 1.59 2.2 38.1 41.3 66.5 124.0 78.0 53.8 40.4 1.0 2" x 1 /4" 1% 17A 2J8 4$8 332 t93t592$ 44.5 47.61 70.6 124.0 84.3 49.0 40.4 1.1 2"x 1½" 44.5 47.6 70.6 124.0 84.3 49.0 40.4 1.1 21/2' x i/a" S/4• - 2.88 -5.25 I iii 38.1 41.3 732 133.4 78.0 60.5 460 1.2 2'/2" x 1W 50.8 54.0 76.2 133.4 90.4 55.6 46.0 1.4 2W x 11/2'3.07 11 3.3 50.8 54.0 78.0 133.4 91.2 55.1 46.0 1.5 76.1mmx 1'/a 1% 2.941525 3.07 238 1.87 27 1/2',%',l' 38.1 41.3 1 74.7 1133.4 78.0 60.5 47.5 1.2 76.1 mm x 11/4" 50.8 54.0 77.0 133.4 90.4 60.7 47.5 1.4 76.1 mm x 1'/2" --iw - 50.8 54.0 79.5 133.4 90.4 55.1 47.5 1.5 3" x %, %", 1" 38.1 41.3 81.0 155.7 78.0 65.0 56.1 1.7 x 1%" - 44.5 47.6 84.8 155.7 84.3 63.5 56.1 1.8 3"x 1W 2 21A 3.38 613 3.56 2.48 221 42 50.8 54.0 85.9 155.7 90.4 63.0 56.1 1.9 3"x 2 iW i ö ii 2.75 iT 4 63.5 66.7 88.9 155.7 103.9 69.9 56.1 2.1 x '/?, W, 1" - w 38.1 41.3 93.7 181.1 78.0 77.7 70.6 2.5 4" x 1W 1%.1/a 392 7.13 332 3.00 278 5.5 44.5 47.6 99.6 181.1 84.3 762 70.6 2.5 4"x 1W 2 21/a 4.00 7.13 356 2.98 278 55 50.8 54.0 101.6 181.1 90.4 75.7 70.6 2.5 4"x 2 2% 2% &00 7.13&06 325 278 0 63.5 66.7 101.6 181.1 103.1 82.6 70.6 2.7 4" x 2W 23/4 2/a 4.00 713 4.38 312 278 6.0 69.9 73.0 101.6 181.1 111.3 792 70.6 2.7 4" x 76.1 mm 69.9 73.0 101.6 181.1 111.3 79.2 70.6 2.7 W - U 4'x 3 1 88.9 92.1 104.9 181.1 130.3 84.1 70.6 3.2 .cal Tee i) Nom. Size Hole DIa.t DIMENSIONS Net Hole Max A B C D E Wt. Run): Branch In. I In. In. In. In. In. In. Lbs I man mm rnm mm mm mm mm x 2 2'/a 4.63 8.13 3.56 4.00 3.37 6.5 50.8 54.0 117.6 206.5 90.4 101.6 85.6 2.9 5'x 2" 63.5 66.7 117.6 206.5 1103.1 98.6 85.6 3.2 5"x21Y2 2% 21A 4.75 8.13 4.38 3.88 3.37 7.3 69.9 73.0 120.7 206.5 111.3 98.6 85.6 3.3 5"x 76.1mm 23/4 OA 475 813 4.38 3.88377 69.9 73.0 120.7 206.5 111.3 98.6 85.6 3.3 . 5"x 3 1W 3% iö 88.9 1 92.1 1127.0 206.5 130.3 103.1 85.61 3.4 165.1mmx1W 2 21A 5.13 925 3$6 404 3.84 7.4 50.8 54.0 130.3 235.0 90.4 102.6 97.5 3.4 165.1 mm x2" ww 5.13 9.25 oi 50.8 66.7 130.3 235.0 103.1 109.5 97.5 3.4 165.1mmx2W 69.9 73.0 130.3 235.0 111.3 106.2 97.51-3.4 165.1mmx 2% 27A 513 925 438 418 384 7$ 76.1mm 1 69.9 73.0 130.3 235.0 111.3 1062 97.5 3.4 165.1 mm x 3" w 3% 5.50 88.9 92.1 139.7 235.0 130.3 111.0 97.5 4.3 165.1 mm x 4" W W 6.38 114.3 117.5 162.1 235.0 1155.7 115.8 97.5 4.5 6" X 11h" 2 21A 5.13 925 356 4.04 3.90 7.4 50.8 54.0 130.3 235.0 90.4 102.6 99.1 3.4 fl , x 2 1W 1W 3.906 7.5 50.8 1 66.7 1130.3 235.0 103.1 109.5 99.1 3.4 6" x 21/2" 24 27A 5.13 925 4.38 418 3.90 7.5 69.9 73.0 130.3 235.0 111.3 1062 99.1 3.4 6" x 76.1 mm 69.9 73.0 130.3 235.0 111.3 1062 99.1 3.4 6"x3" 31h 3% 5.50 925 513 47 ago 9$ 88.9 92.1 139.7 235.0 130.3 111.0 99.1 4.3 6" x 4 4/2. 4/0 38 25 613 &56 30 10 114.3 117.5 136.7 235.0 155.7 115.8 99.1 4.5 8"X2'/2" 2% 27A 625 12.50 4.38 512 4.90 10.2 69.9 73.0 158.8 317.5 111.3 130.0 124.E 4.6 8" x 76.1 mm 2% 2% 625 50 38 512 40 2 69.9 73.0 158.8 317.5 111.3 130.0 124.1 4.6 8"x 3" 88.9 92.1 165.1 317.5 130.3 136.4 8" x 4 4/2 4% io ëi i56 4.90 124.W5. 12.5 114.3 117.5 162.1 317.5 155.7 1412 124. t Proper hole reparation is required for effective sealing and performance. Check the pipe seal surface within W of the hale to be certain it is free from conditions which would affect proper gasket sealing. Reniove any sharp or rough edges from the hole or upper housing contact area, which might affect assembly, proper seating of the locating collar or flow from the outlet. For crosses, ensure double outlet holes are aligned on opposite sides at the pipe. The use of threaded products other than steel pipe, such as dry pendents, etc. may not he compatible with the female threaded outlet on the Mectanical Ten. Always confirm compatibility by contacting Central. * 3" and 4" x 1W. changed from 2" previously used on the Figure 720. Note: Outlet threads conforming to BSP are available; contact Central for details. Refer to General Notes on Page B. Mechanical Outlets h Q M O See Fire Protection Submittal Sheet for pressure rating and Listing and Approval information. All Central Mechnical Tees are provided with a ductile iron lower housing section for increased strength and dependabilty. This provides stability, rigidity, and inhibits damage to the pipe during tightening, as compared to U-Bolts provided by other manufacturers. In addition, all sizes can be made into a cross configuration. Figure 730 Mech, Nom. Size ' HOLE DIA.t' DIMENSIONS Net A B ' C E Hole Max Wt. Run x Branch Inches Inches inches Inches Inches Inches Lbs. ___-- -- -- 2"x 1'/4" 1/4 1/ 2.78 -- 4.88 3.32 1.59 2.5 ____ 44.5 47.6 70.6 124.0 84.3 40.4 1.1 1W 1% 1/e 2.62 4.88 3.32 'L59 2.5 _____ 44.5 47.6 66.5 124.0 84.3 40.4 1.1 l 1/4fl 2 2% aoo jr _____ 50.8 54.0 76.2 133.4 90.4 46.0 1.4 1W 2 2% 3.07 525 3.59 t81 3.3 _____50.8 rmm 54.0 78.0 133.4 91.2 46.0 1.5 2 VA i ãTixl'/4" _____50.8 25 56 87 54.0 77.0 133.4 90.4 47.5 1.4 2% 313 525 3.56 t87 a3 x 1W _____50.8 54.0 79.5 133.4 90.4 47.5 1.5 1V4" 1% '1/e. 34 6.13 3.32 2.21 9 _____ 44.5 47.6 84.8 155.7 84.3 56.1 1.8 3"xx1lAn 2 21A 3.38 6.13 3.56 2.21 4.2 50.8 54.0 85.9 155.7 90.4 56.1 1.9 3"x2" 2% 25A 3.50 6.13 4.09 ir 4.7 63.5 66.7 88.9 155.7 1 103.9 56.1 12.1 4"X1'/4" 1/e 3.92 7.13 3.32 238 5.5 44.5 47.6 99.6 181.1 84.3 70.6 2.5 4"x 111h" 2 2112 4.00 7.13 3.56 2.78 5.5 50.8 54.0 1 101.6 181.1 90.4 70.6 .2.5 2" 2% 25A 4.00 63.5 66.7 101.6 181.1 103.1 70.6 2.7 4 x 2'/? 69.9 73.0 .101.6 181.1 111.3 70.6 2.7 4fl x 76.1mm 69.9 73.0 101.6 181.1 .111.3 70.6 2.7 x 3 312 31A 4.13 713 513 278 7 88.9 92.1 104.9 181.1 130.3 70.6 3.2 5'x i 2 21/e 4.53 813 3.56 3.37 6.5 50.8 54.0 1 117.6 206.5 90.4 85.6 2.9 fin 5 x2 63.5 66.7 117.6 206.5 103.1 85.6 3.2 5"x21/2" 21/4 212 435 813. 4.38 3.37 7.3 69.9 73.0 120.7 206.5 111.3 85.6 13.3 t Proper hole preparation is required for effective sealing and performance. Check the pi affect proper gasket sealing. Remove any sharp or rough edges from the hole or upper flow from the outlet. For crosses, ensure double outlet holes are alianed on 0000site s ical Tee ) Nom. Size HOLE DIA.t DIMENSIONS Net ii Max.A T T wt. Run x Branch inches inches Inches Inches inches Inches Lbs. -- 5" x 76.1 mm 2/4 -- 212 4.75 8.13 4.38 3.37 7.3 69.9 73.0 120.7 206.5 111.3 85.6 3.3 5 x 3" Wh 35A ' 5.00 88.9 92.1 127.0 206.5 1 130.3 85.6 3.4 165.lmmxiW 2 21/b 513 925 3.56 3.54 7.4 50.8 54.0 130.3 235.0 90.4 97.5 3.4 165.1 mm x2" i --- -- - --06 3.84 i 50.8 66.7 130.3 235.0 103.1 97.5 3.4 165.1 mm x 2W 9.25 13 11 69.9 73.0 130.3 235.0 111.3 97.5 3.4 165.1 x76.lm 2/e 25 38 84 5 69.9 -- ' 73.0 130.3 235.0 111.3 97.5 3.4 165.1 mm x 3" 31h -- 3% - -i- _i 3.84 95 88.9 92.1 139.7 235.0 130.3 97.5 .4.3 165.1 mm x 4" 4% 628 925 613 3.54 10.5 114.3 117.5 162.1 235.0 155.7 97.5 4.5 6"x V12" 2 21A 5.13 925 3.56 3.90 7.4 50.8 1 54.0 130.3 235.0 90.4 99.1 3.4 6" x 2"9.25 13 ° 7.5 50.8 66.7 130.3 235.0 103.1 99.1 3.4 6" x 21/2 23/4 212 5.13 9.25 1 438 3.90 7.5 69.9 73.0 130.3 235.0 111.3 99.1 3.4 6' x 76.1 mm 21/4 2112 5.13 925 428 3.90 75 69.9 73.0 130.3 235.0 111.3 99.1 3.4 6"x 3" 31h 3% 5.50 925 5.13 3.90' 1 9.5 88.9 92.1 139.7 235.0 130.3 99.1 1 4.3 6" x 4" 114.3 -- 117.5 136.7 235.0 155.7 99.1 4.5 8' x 2112fl V14 -- 27A i- 12.50- -- -4.90 10.2 69.9 -- 73.0 158.8 317.5. 111.3 124.5 4.6 8' x 76.1mm L73/4 -- 9A i- a- -r 4.90 10.21 69.9 73.0 158.8 317.5 111.3 124.5 4.6 8'x3" 3% 6.50 12.50 5.13 4.90 12.5 88.9 92.1 165.1 317.5 130.3 124.5 5.7 8'x4" 45A 6.38 12.50 6.13 4.90 12.5 114.3 117.5 162.1 317.5 155.7 124.5 5.7 seal surface within W of the hole to be certain it is free from conditions which would housing contact area, which might affect assembly, proper seating of the locating collar or des of the pipe. * 3" and 4 x 11/4" changed from 2" previously used on the Figure 720. Refer to General Notes on Page 8. Mechanical Outlets The Figure 71 Flange Adapter allows a direct transition from flanged components into a grooved piping system. I.P.S. size flange bolt patterns conform to ANSI Class 125 and 150 standards; Metric size flange bolt patterns conform to PN16. The gasket seal is designed with optimum amount of rubber to provide a dependable seal and also avoid the overfilling of the gasket pocket which causes assembly difficulties L~7g A rina,,~j Q M O See Fire Protection Submittal Sheet for pressure rating and Listing and Approval information. Figure 71 - Flange Adapter PIPE Max.t Pressure Max.t End Load DIMENSIONS BOLTS_ Net Wt. O.D. A B C D* E F Inches psi lbs Inches Inches Inches Inches Inches Inches Size Lbs. size mm Kpa Kg mm mm mm mm mm mm Dia. X 1g. .. 2' 2.375" 300 1,328 6.38 4.75 0.75 2.38 3.41 7.25 x 3" 3.0 2,068 5,907 162.1 120.7 19.1 60.5 86.6 184.2 1.4 60.3mm PN16 1,327 6.38 4.92 3.060.3mm 0.75 2.38 3.41 7.28 M16x76 5,903 1 162.0 125.0 1 19.0 60.0 87.0 185.0 1.4 2'A" 2.875' 300 1,947 7.00 5.50 0.88 2.88 3.91 7.88 x 3 4 50 2,068 8,661 178.0 140.0 22.0 73.0 99:0 200.0 2.3 76.1mm 76.1 mm PN16 2,120 7.28 5.71 0.88 3.00 5.4 9,430 4.06 8.09 M16x76 4 184.9 145.0 22.4 76.2 103.1 205.5 2.4 3 3500" 300 2,885 7.50 6.00 0.94 3.50 4.53 9.88 x 3 4 5.6 2,068 12,833 190.5 152.4 23.9 88.9 115.1 251.0 . 2.5 88.9mm 88.9mm PN16 2,884 7.87 6.30 0.94 3.50 4.53 8.75 M16x76 - 8 5.6 12,829 199.9 160.0 23.9 88.9 115.1 .222.3 25 4.500" 300 4,769 9.00 7.50 0.94 4.50 5.53 9.90 Wx 3" 8 7.0 2,068 21,213 228.6 190.5 23.9 114.3 140.5 251.5 - 3.2 114.3mm 114.3mm PN16 4,768 9.00 7.09 0.94 4.50 6.421,209 5.53 9.91 M16x76 8 228.6 180.1 23.9 114.3 140.5 251.7 2.9 139.7mm 139.7mm PN16 7,122 9.84 8.27 0.94 4.50 6.431,680 5.53 9.91 M16x76 8 1 249.9 210.1 23.9 114.3 140.5 251.7 2.9 5.563" 300 7,288 10.00 8.50 1.00 5.56 6.72 11.38 3/'x31/' 8 9.2 2,068 32,418 254.0 215.9 25.4 141.2 170.7 289.1 4.2 165.1mm 165.1 mm PN16 9,948 . 11.22 9.45 1.00 6.50 7.66 12.13 M20x89 8 44,251 285.0 240.0 25.4 165.1 194.6 308.1 4.2 6.625" 300 10,336 11.00 9.50 1.00 6.62 7.78 11.88 31/s. 8 100 2,068 45,977 279.4 241.3 25.4 168.1 197.6 301.8 4.5 168.3mm 168.3mm PN16 10,336 11.00 9.50 1.00 6.63 7.78 11.88 M20x89 8 45,977 279.4 241.3 25.4 168.4 197.6 301.8 4.7 B. 8.625" 300 17,519 13.50 11.75 1.13 8.62 9.94 14.38 % x3'/a" n 16.6 2,068 77,928 342.9 298.5 28.7 218.9 252.5 365.3 7.5 219.1 mm 219.1 mm PN16 17,519 13.39 11.61 1.13 8.63 16.677,928 9.92 14.38 M20 x89 12 340.1 294.9 28.7 219.2 252.0 365.3 . 7.5 1.0" 10.750" 300 . 27,215 16.00 14.25 1.19 10.75 12.31 16.88 7iQ'x4" 12 -ii- 21.8 2,068 121,058 406.4 362.0 30.2 273.1 312.7 428.8 9.9 273.0mm 273.0mm PN16 27,199 16.00 13.98 1.19 10.75 21.8120,987 12.34 16.88 M24002 12 406.4 355.1 30.2 273.1 313.4 428.8 9.9 12" 12.750" 300 38,283 19.00 17.00 1.25 12.75 14.31 20.00 74• 4U 12 24.2 2,068 170,290 482.6 431.8 31.8 323.9 363.5 508.0 11.0 323.9mm 323.9mm PN16 38,287 18.11 16.14 1.25 12.75 14.37 1 19.13 M24x102 12 170,308 460.0 410.0 31.8 323.9 365.0 485.9 12.7 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 tmcKness. uoniact r.enirai ior oetaiis. see lire rrotection Lquipment submittal sneet tor Listing and Approval pressure ratings. * Dimensions 0 and E represent minimum and maximum sealing surfaces. **Bolts are not supplied. Bolt lengths shown are standard; it is the responsibility of the purchaser to verify correct length for the intended application. Refer to General Notes on Page 8. Flange Adapter Fire Protection Listing and Approval Information Central Grooved Piping Products a Subsidiary of Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Phone (215) 362-0700 Fax (215) 362-5385 Central No. 18.0.0 Nominal Size Pipe Figure Ranges Schedule ____ Rated Inches cut Roll Cut Roll Cut Roll Grooved Grooved Grooved Grooved Grooved Grooved 5 - 175 175 - 175 2X½,%1,1Y4,1Y2 F STLXL - 300 - 300 - 300 2½x34,34,1,114,1½ (SF,XL. - 300 - 300 - 300 2 x 14,~,1,1½ O 2½X14,3*,1,1Y2 3x ½,%,1,1½,2 7 - 300 - 300 - 300 4 x14.~,1,1Y,2 3 x ½,34,1,114,114,2 )SFXL 4X½,sA,1,1Y4,1i4,2 - 300 - 300 - 300 Figure 730 6 x 1142 (j) - 300 300 Threaded* 2X½,A,1,114,1Y2 2½x½,%,1,134,134 3xY2,34,1,114,1½,2 300 300 300 300 . .300 300 NO Ff. fLoW 4X14,%,1,1'/4,1½,2 6x1½,2 - 175 - 175 - 175 2X34,,1,1Y2 - 300 - .300 - 175 -3I-,TL - 300 - 300 - - 2 x 34.,%,1,1½ 2½ x 14,/4,1,i A 4F,SF - 300 - 300 300 3x1,1Yz,2 . - 4x1,1½,2½ 2x½,%,1,1½ 214x1S4,1½ 0 - _____ 300 - _____ 300 - 400 2½x %,3A1 (j) - 300 - 300 - 300 3 x 1,2 7 - 4x_1,11/4,2,214 300 - 300 - 300 3x114,1½ 4x 114 7 . - 300 300 - 400 6x1½ Cip 300 - 300 6 x 2,214,3 8x2½,3 - 300 - 300 - - 300 Figure 720 6x4 - 300 - 300 - 175 8x4 - 300 • 250 - 300 2x½,3A,1,1½ 2½ x 114,1½ 300 300 300 300 400 400 21h x Va,3A1 () 300 300 300 300 300 j_300 3 x 1,2 4x_1,1%,2,214 300 300 300 300 300 300 3X1Y4,1½ 4x 1% 300 300 300 300 --j- 400 400 6x1½ . - - 300 300 300 300 6 x 2,234.3 8 x 214,3 300 300 300 300 300 300 NOEFLOW 6x4 300 300 300 300 175 175 8x4 .4CD 300 1 300 250 250 300 300 a. a '-uatau and Appiuved in win me tee ana Loross conngurauons Nominal Size Pipe (@ 0 <G> Figure Ranges Schedule Rated Pressure (psi) Inches Cut I Roll Cut I Roll I Cut I Roll Grooved GroovedI Grooved Grooved Grooved Grooved 5 175 I - 175 - 175 2x1Y2 70D LT - - 300 300 300 45 2% x 1% 7(,SF,XL - 300 - 300 - 300 3x11/2,2 7 - 250 - 250 - 300 4x 13/2,2 3 x 134,2 XL - 300 - 300 - 300 4x 114,2 3 x 114,2 SF - 300 - 300 - 300 Figure 4x114,2 Groove • 6 X 114,2 300 - 300 j_- 300 2x1½ 234x1½ I 3 x 134,2 300 300 300 300 300 300 NO Ft fLO * 4 x 134,2 6x11k,2 _______ 3 x 114,2 300 - 300 - 300 3 x 114,2 HF - 300 - - .- 300 4x134,2 4 x 2½ 7 - 300 300 - 300 4 x 134,2 ____ - 250 - 300 - 300 4 x 214,3 - 250 - 250 - 300 O 4 x 134,2,234 SF - 300 - 300 - 300 4 x 3 SF 300 - 250 - 300 3x1½,2 4 x 114,214,3 - 300 - 300 - 300 6x2,3 8x2½,3 ii722 6x4 - 175 - 300 - 300 8x4 - 300 • 250 - 300 6 x 4 175 175 300 300 300 300 3x114,2 4 x 114,234,3 6 x 2,234,3 Q 300 300 300 300 300 300 i4o E 8 x 234,3 ______ ______ IO 8 x 4 300 300 250 250 300 300 134 x 34,3AI1 5HF,TL 175 175 175 - 11/zX3&%,1 XLSF 2x½,3A,1 1'4x14,%,1 114 x ½,4,1 EL,LS,SL 175WLS - - 2x32,3A,1 1'AX14,%,1 114X1/2,%,1 175 - - - 175 2X14'4,1 Figure 5-40 2½ x 14,14,1 HF - 175 - 175 - 175 114x½,34,1 1½x34,%,1 2x½,114,1 175 175 175 I 175 175 175 2½x½,%,1 Figure 730 Mechanical Tees are Listed and Approved In both the Tee and Cross configurations Figure Nominal Size Ranges I Inches Pipe I Schedule I I (@ 0 <a> Rated Pressure (psi) cut I Roll Cut Roll I Cut I Roll I Grooved I Grooved Grooved I Grooved I Grooved Grooved 1Y4XY2,3/4,1 I I 1½ x ½,~,1 2x½,3A,1 5,10,DF.DT,BLT, HF,SF,TL,XL - I I 175 1 I - 175 I - 1 175 2½x½,3.4,1 I . 1½x½,3,4,1 I I 2x 112,3A,1 7 - I 175 - I 175 - I 175 2½x½,3A,1 I I I I 114x½,34,1 I 1½x143A,1 2x½,3A,1 I 40 175 I I I 175 175 175 175 I I 175 Figure 40-5 2½x1hX1 I I 1 5 -1175 -1751 - 1 -175 -.250 250 - 250 TL WLS,XLLS 7LTSF 2½,3,4,5,6 2 7FXL -I 250 - I 250 - 250 41 F11 Qre7l 8,10,12 - 250 - I 250 1 - 1 250 1 *ol 2,2!.4,3,4,5,6,8,10,12 250. 250 1 250 I 250 I 250 250 5 - 1175 - I 1751 - 175 2 SLTL - I 300 - I 300 - I 300 - 300 I 300 21/2,3,4 DF,HF,SF - I 300 - 300 - I 300 2 10 - 300 1300 -1700 2Y2 10 - I 300 . - 300 I 800 3,4,6 10 I 300 - I 300 - I 400 5,8 10 - I 300 - J 300 - J 300 10 10 I 200 - I 200 - I 200 Figure 41 12 10 - I 250 - 200 - I 200 2 40 300 I 300 300 I 300 700 I 700 2½ 40 300 I 300 300 I 300 800 1 800 3,4,6 40. 300 I 300 300 I 300 400 I 400 5,8 40 300 I 300 300 I 300 300 I 300 10 40 200 I 200 200 1 200 200 1 200 12 40 1 250 I 250 200 200 200 200 Central products are UL and ULC Listed and FM Approved for the pressure ratings shown for use in Fire Protection Systems (automatic sprinkler, open sprinkler and standpipe) and connections to such systems. The charts were developed from the latest Listings and Approval data available at the time of publication. Listings are subject to changes and additions by the approval bodies. For Dry Pipe systems or Freezer Systems, use Tr-Seal Gaskets. Follow installation instructions provided in individual data sheets. BLT - Black Light Wall Threadable Listed/Approved steel sprinkler pipe manufactured by American Tube. -o DF - Dyna-Flow Listed/Approved steel sprinkler pipe manufactured by American Tube. - Dyna-Thread Listed/Approved steel sprinkler pipe manufactured by American Tube. SF - Super-Flow Listed/Approved steel sprinkler pipe manufactured by Allied Tube and Conduit. SL - Listed/Approved steel sprinkler pipe manufactured by Western Tube and Conduit. HF - Hi-Flo Listed/Approved Hi-Flo steel sprinkler pipe manufactured by Western Tube and Conduit. XL - Extra Light Weight Listed/Approved steel sprinkler pipe manufactured by Allied Tube and Conduit. TL - TL Listed/Approved steel sprinkler pipe manufactured by Central Grooved Piping Products. LS - Listed/Approved steel sprinkler pipe manufactured by Wheatland Tube Company. MF - Megaflow Listed/Approved steel sprinkler pipe manufactured by Wheatland Tube Company. MLT - Megalite Listed/Approved steel sprinkler pipe manufactured by Wheatland Tube Company. WLS- WLS Listed/Approved steel bprinkler pipe manufactured by Wheatland Tube Company. EL - Eddylite Listed/Approved steel sprinkler pipe manufactured by Bull Moose Tube Company. - EZ - EZ-Flow Listed/Approved steel sprinkler jipe manufactured by Northwest Pipe and Casting Company. 7 Central 7 Listed/Approved steel sprinkler pipe manufactured by Central Grooved Piping Products. Note: Cut and roll grooved references are for pipe runs and also grooved outlets. Grooved End Fittings 6reADAcAP fr Figure 20. 450 Elbow Figur 260 End Ca Figure 21 Tee Figure Nominal Size Rated Pressure (psi) Inches (ADACAP' ) "-n--" I ½ X ½ ,34 ,1 300 300 300 2 X ,3/4 ,1 300 300 300 2½ X½,34,1 300 300 300 121 Reducing Tee 2½X2 500 500 3'X2,2½ 500 500. 4 X 2,2%, 3 500 500. - - 6 x2 -4 Soo 500'.. 8x2-6 400 400. - 150 ConcentriclOx Reducer 3x2-8x6 400 400 500 10x6 400 400 400 8 400 400 300 12 x 8,10 500 400 300 201 450 Elbow 1%-3 300 300 300 76.1mm 300 300 4-5 300 300 300 165.1mm 300 - 300 8-8 300 300 300 10,12 450 450 450 210 900 Elbow 114.3 300 300 300 76.1mm 300 300 4-5 300 300 .300 165.1mm 300 300 6-8 300 300 300 10,12 450 450 450 ustedlApproved with NPT and BSP threaded outlets Figure Nominal Size . Inches Rated Pressure (psi) t•:i.!II 219 Tee 1'/43 . 300 300 300 76.1mm 300 300 4-5 300 300 300 165.1mm 300 - 303 6-8 300 300 300 10 450 450 450 12 450 450 40.0 260 End Cap 11/4-3 300 300 300 76.1mm 300 - 300 4-5 300 300 300 165.1mm 300 . 300 6-8 300 300 300 10 450 450 450 12 250 250 250 P-lbow" .1¼-3 300 300 300 4 300 300 300 6-8 300 300 1 300 900 Elbow 11/4-3 300 300 1 300 4 300 300 300 6-8 300 300 300 p P 1'/43 300 300 4 300 E 300 300 300 6-8 300 300 __ 300 Fabricated Fittings Figure No Size aI Inches @) () <(> Rated Pressure (psi) 221k°Ibow 114 300 300 300 1½ 300 300 300 2 . 300 300 300 2½ 300 300 300 3 300 300 300 4 300 300 300 5 300 300 300 6 300 300 300 8 300 300 300 10 300 300 300 12 300 300 300 1114 1'/4 300 1 300 300 1½ 300 1 300 300 2 300 300 300 21h 300 300 300 3 300 300. 300 4 300 300 300 5 300 300 300 6 . 300 1 300 300 8 300 300 300 10 300 -300 300 12 300 300 300 315 Grooved x Threaded Elbow 1 300 300 300 1'4 300 300 300 11/2 300 1 300 _300 - 2 300 300 300 21A 300 300 300 3 300 300 300 - 4 300 300 300 5 300 300 300 6 200 200 300 326 900 Drain Elbow 1¼ 300 300 300 1½ 300 300 300 2 300 300 300 2% 300 300 300 3 300 300 300 4 300' 300 300 5 300 300 300 6 300 300 300 8 300 300 300 10 300 300 300 12 300 300 300 327 Cross 1¼ 300 300 300 1½ 300 300 . 300 2 300 300 300 2½. 300 300 300 3 300 300 300 4 300 300 300 5 300 300 300 6 300 300 300 8 300 300 300 10 300 300 300 12 - - 300 Conversion Table 1 Inch = 25A00mm 1 psi = 6.895 KPa 1 psi = 0.0689 Bar Conversions are approximate Fabricated Fittings Figure NSiz Inches :al <e> Rated Pressure (psi) 320 Grooved x Threaded Tee 1½ 300 300 300 2 300 300 300 - 300 21h 300 300 300 3 - 300 300 4 300 300 300 5 300 300 300 200 200 300 321 Grooved Reducing Tee 114 300 300 300 300 11h 300 300 2 21h 300 300 300 300. 300 300 3 300 300 300 300 4 . 300 300 5 300 300 _!PP._ 300. 6. 300300 .8 30() 300 300 -10 • 300 300 300 300 300 300 12 323 Grooved x Threaded Reducing Tee 114 300 300 300 1½ 2 300 300 300 300 1 300 300 300 300 2½ 300 3 300 300 300 4 5 300 300 300 300 300 - - 300 - 300 6 8 300 300 300 300 300 300 .300 10 300 12 300 300 300 350 ncentric & Grooved xGrooved .114 300 300 300 1½ 300 300 300 2 2½ .300 300 300 300 300 300 3 300 .300 300 300 300 . 300 Reducers 5 300 300 00 300 6 300 300 8 10 300 300 300. 300 300 300 30 12 300 300 372 Concentric Grooved x Threaded Reducer 114 300 300 - 300 300 1½ 300 300 2 300 300 300 2½ 300 ._ 300 300 3 300 300 300 300 300 -. 30ô 4 300 300 5 6 - 300 300 300 300 8 300 300 10 300 300 .300 12 300 300 1 300 Conversion Table 1 Inch = 25.400mm 1 psi = 6.895 KPa 1 psi = 0.0689 Bar Conversions are approximate VICTAULICD IS AN ISO 9001 CERTIFIED COMPANY Approvals The Victaulic grooved end, plain end, Pressfit, FITS and other piping system components are tested, approved and accepted by the primary code and approval bodies throughout the world. In addition to our ISO 9001 áertification, manufacturing and testing procedures conform to all the major standards. ASTM F-1476 is a specification for grooved and plain end couplings for general metallic piping application. It features all the materials applicable to Victaulic coupling construction, rigid and flexible designs and a rigorous test qualification requirement for all grooved and plain end joints. Victaulic products conform to this specification. Victaulic products applicable for fire protection service are regularly tested and listed by Underwriters Laboratories and UL of Canada as well as approved by Factory Mutual Engineering Corporation. Major international approval bodies also have listed or approved Victaulic products including Verband der Sachversicherer e.V (VdS), Det Norske Veritas (DNV) and Bureau Veritas (By). The grooved and plain end systems are approved by BOCA Evaluation Services, Inc. (Building Officials and Code Administrators). Recently, BOCA Research Report No. 93-3 describes acceptance of the Pressf it system products in accordance with Category 15— Fire Protection Systems and Category 22— HVAC Systems and Equipment. The following is a partial listing of the many Federal agencies, associations, code group laboratäries and organizations which have approved, listed, specified, tested or otherwise indicated acceptance of the Victaulic grooved piping method. Contact Victaulic for details and the specific nature of each listing below. Most states, counties and municipalities have approved Victaulic for a wide variety of services. Contact Victaulic for a complete listing. Many architectural, engineering, design/construction, contracting, industrial and commercial firms specify, approve, list and accept Victaulic for a wide variety of services. Contact Victaulic for details. REGISTEREDTRAOEMARKOFVIOTAWC -0 OOPYRIONT VICTAWC - PRINTED IN USA Victaulic Company of America • Phone: 1800-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-W9774 e-mail: viccanadavicIauIic.com Victaulic Europe • Phone:32-9-381-1500 • Fax: 324380-4438 • e-mail: vicauro@victaulic.be, Victaulic America Latina • Phone: 610-559-3300 • Fax: 610-559-3608 • e-mail: vical'victaulic.com Victaulic Asia Pacific • Phone: 65-6235-3035 • Fax: 65-6235-0535 • e-mail: vicap@victauIicom 1839 REV B 41 1taUIiC APPROVED WORLDWIDE RLU DV 106 GW ABS (ANSI/NSF Standard 61 ) ( CIassNK 1•17 General Code Groups, Associations, Laboratories and Approval Bodies (ABS) American Bureau of Shipping (ANSI) American National Standards Institute (ANSIIAWWA) American Water Works Association - C-606 (ANSIINSF) Standard 61 for potable water service (API) American Petroleum Institute - API Std. 5L, Sect. 7.5 (ASHRAE) American Society of Heat- ing, Refrigerating and Air Condi- tioning Engineers (ASME) American Society of Mechan- ical Engineers Power Piping, B- 31,1; Chemical Plant and Petroleum Refinery Piping, 8-31.3; Refrigera- tion Piping, B-31.5; Building Services Piping, B-31.9; Slurry Pipelines, 8-31.11 (ASTM) American Society of Testing and Materials - F-1476 Couplings; F-1548 Fittings; F-1155 Shipbuild- ing (BOCA) Building Officials and Code Administrators (CSA) Canadian Standards Associa- tion - B-242, registered to CAN 3-Z299.3 (FM) Factory Mutual Research Corp. - approved for fire protection ser- vices (IAPMO) International Association of Plumbing & Mechanical Officials (LLOYD'S) Lloyd's Register of Shipping (LPC) Loss Prevention Council (formerly F.O.C.) (NFPA) National Fire Protection Association (NY-MEA) New York Materials and Equipment Acceptance (SBCCI) Southern Building Code Congress International - Standard Plumbing and Mechanical Code (UL) Underwriter's Laboratories, Inc. - Listed for fire protection services. (ULC) Underwriter's Laboratories of Canada - Listed for fire protection services. Government Agencies Bureau of Marine Inspection - Salt and fresh water, oil transfer Bureau of Public Roads - Div. of Bridges - Drain lines and bridge crossings Canadian Coast Guard U.S. Coast Guard - Approves each vessel individually (COE) Corps of Engineers - CEGS 15000 (FAA) Federal Aviation Administra- tion - HVAC, Plumbing, Fire Protec- tion (FHA) Federal Housing Administration (GSA) General Services Administra- tion - 15000 Series (MIL) Military Specifications - MILP- 10388 Fittings; MIL-C-103117 Couplings; MIL-P-1 1087A(CE) Steel Pipe, Grooved MIL-1-45208 Inspection Procedure (NASA) National Aeronautics and Space Administration - 15000 Series (NAVFAC) Naval Facilities Engineer- ing Command - NFGS 15000 Series (NIH) National Institute of Health (Dept. of Health) —15000 Series (TVA) Tennessee Valley Authority - Fire protection, storm drains (VA) Veterans Affairs - 15000 Series Worldwide (AS) A34041-1992 Australian Standard (3.24.10) (By) Bureau Veritas (DNV) Det Norske Veritas (DVGW) Deutscher Verein des Gas- und Wasserfaches e.V. (11DB) Singapore Housing Develop- ment Board Hong Kong Fire Services Board Korean Registry of Shipping New Zealand Insurance Council New Zealand Building Act (1991) (NK) Nippon Kaiji Kyokai (SSL) Scientific Services Laboratory Standards Australia (VdS) Verbarid der Schadenver- sicherer e.V. (WRC) Water Research Council - U.K. Approvals VICTAULICS IS AN ISO 9001 CERTIFIED COMPANY Grooved End Fittings PRODUCT DESCRIPTION Victaulic offers a broad line of fittings in sizes through 48" (1200 mm) in a variety of straight and reducing ' styles, Most standard fittings are cast of durable ductile iron to precise tolerances. Victaulic standard fittings pressure ratings conform to the ratings of Victaulic We 77 couplings. All fittings are supplied with grooves or shoulders to permit fast installation without field preparation. The grooved design permits flexibility for easy alignment. These fittings are not intended for use with Victaulic ' couplings for plain end pipe (refer to Section 14.04 for fittings available for plain end applications). Fittings are provided in various materials including malleable iron, ductile iron, steel or segmentally welded steel depending on styles and size. Fittings are painted orange enamel with a galvanized finish available as an option, contact Victaulic for details. Victaulic fittings are designed specifically for use in grooved piping systems. Fittings are provided grooved or with shoulders conforming to standard steel pipe outside diameters. When connecting wafer or lug-type butterfly valves directly to Victaulic fittings with 741 or 743 Vic-Flange® adapters, check disc clearance dimensions with I.D. dimension of fitting. Stainless Steel - Grooved end fittings are available in Schedule 10 Type 316 stainless steel (Schedule O 5, 40 and Type 304 available as an option) in various sizes. Fitting center-to-end dimensions will vary depending upon type and schedule. Refer to Section 17.04 and 17.16 for details. Aluminum - Grooved end fittings are available in aluminum alloy 356 T6, in sizes from 1 - 8" 4W (25 - 200 mm). Refer to Section 21.03 or contact Victaulic for details. ALTERNATE STYLES Extra Heavy EndSeal° "ES" Fittings - EndSeal fittings are available in 2- 12'(50 - 300 mm) for use with "ES" grooved pipe and HP-70ES EndSeal or FireRTM couplings. "ES" fittings are painted green for easy identification. EndSeal (and standard) fittings may be easily internally coated (by others) for severe service requirements. Always specify "ES EndSeal fittings" when ordering. See Section 07.03 for information on EndSeal fittings. Fittings Machined for Rubber or Urethane Lining (MRL) - For severe abrasive services, Victaulic fittings may be rubber or urethane lined (by others). Uning may be inside diameter/end (abrasion resistance) or wrap-around (corrosion and/or abrasion) machined. Refer to Section 25.03 or contact Victaulic for specific details. ,613 c O. 030"R FOR ABRASION RESISTANCE ONLY H B HFGH O.D. C E O.030"R FOR CORROSION AND/OR ABRASION RESISTANCE ® REGISIEREDThADEMMI( OF VICTAULIC - C COPYRIGK2X4VICTAWC - PRINTED IN USA Victaulic Company of America • Phone: 1-800-PICK-VIC (1-800-742-5042) • Fax: 610-250-8817 • e-mail:picicviavictauIiccom Victaulic Company. of Canada • Phone: 905-8114-74144 • Fax: 905-884-9774 • e-mail: viccanada@victaulic.com Victaulic Europe • Phone:32-9-381-1500 • Fax: 324380-4438 • e-mail: viceuro@vicfaulic.be Victaulic America Latina • Phone: 610-559-3300 • Fax: 610-559-3608 • e-mail: vical@viclaulic.com Victaulic Asia Pacific • Phone: 65-6235-3035 • Fax: 65-6235-0535. e-mail: vicap@victaulic.com 1449 REV J4t.UIIC FLOW DATA (Frictional Resistance) The chart expresses the frictional resistance of various Victaulic fittings as equivalent feet of straight pipe. Fittings not listed can be estimated from the data given, for example, a 221/20 elbow is approximately one- half the resistance of a 450 elbow. Values of mid-sizes can be interpolated. Pipe Size Dimension -Feetlmeters Pipe Size Dimension -Feetlmeters Elbows Tees Elbows Tees Actual Actual 50° Elbows 45° Elbows - 90° Elbows 45° Elbows - No. 10 No. 100 No. 11 N0.110 No. 10 No. 100 No. 11 No. 110 Nominal Outside NomInal Outside Die. Dia. Std. 1I2 D Long Std. 11I2 D Long Dia. Die. Std. 1112 D Long Std. 1I2 D Long tnimm lnimm Radius Radius Radius Radius Branch Run lnimm lnJmm Radius Radius Radius Radius Branch Run 1 1.315 1.7 - 0.8 - 4.2 1.7 8 8.625 13.0 9.8 6.5 4.0 33.0 13.0 26 33,7 1 0.5 - 0.2 - 1,3 0.5 200 219,1 4.0 3.0 2.0 1.2 10.1 4,0 2 2.375 3.5 2.5 1.8 1.1 8.5 3.5 10 10.750 17.0 12.0 8.3 5.0 41.0 17.0 50 60.3 1.1 0.8 0.5 0.3 2.6 1.1 250 273,0 5.2 3.7 2.5 1,5 12,5 5,2 3.000 4.3 - 2.1 - 10.8 4.3 12 12.750 20.0 14.5 10.0 6.0 50.0 20.0 76,1 mm 76,1 1,3 - 0,7 - 3,3 1.3 300 323,9 6,1 4,4 3,0 1,8 15,2 6.1 3 3.500 5.0 3.8 2.6 1.6 13.0 5.0 14 14.000 # 15.8 # 11.0 70.0 23.0 80 88,9 1.5 1.2 0.8 0.5 4.0 1.5 350 355,6 C 4,8 5 3,4 21,3 7,0 4.250 6.4 - 3.2 - 15.3 6.4 16 16.000 # 18.0 # 13.0 80.0 27.0 108.0 mm 108,0 2.0 - 0,9 - 4,7 2.0 400 406,4 # 5,5 # 4.0 24.4 8.2 4 4.500 6.8 5.0 3.4 2.1 16.0 6.8 18 18.000 # 20.0 # 14.0 90.0 30.0 100 114,3 2,1 1,5 1.0 0,6 4,9 2.1 450 457,0 # 6.1 5 43 27.4 9,1 5.250 8.1 - 4.1 - 20.0 8.1 20 20.000 # 22.5 4 16.0 100.0 33.0 133,0 mm 133.0 2,5 - 1,2 - 6.2 2,5 800 508,0 5 6.9 5 4,9 30,5 10.1 5.500 8.5 -. 4.2 - 21.0 8.5 24 24.000 4 27.0 # 19.0 120.0 40.0 139,7 mm 139,7 2.6 - 1,3 - 6,4 2.6 600 610.0 # 8.2 * 5,8 36.6 12,2 5 5.563 8.5 - 4.2 - 21.0 8.5 26 26.000 4 28.0 # 20.5 130.0 43.0 125 141,3 2.6 - 1,3 - 6,4 2.6 650 660,4 * 8,5 5 6,3 39,6 13,1 6.250 9.4 - 4.9 - 25.0 9.6 30 30.000 # 34.0 4 24.0 150.0 50.0 159,0 mm 159,0 2,9 - 1,5 - 7.6 2,9 750 762.0 41 10,4 . 5 7,3 45.7 15.2 6.500 9.6 - 5.0 - 25.0 10.0 36 36.000 4 40.5 4 28.5 180.0 60.0 165,1 mm 165,1 2,9 - 1,5 - 7,6 3.0 11 900 914,0. 5 12,3 41 8.7 54,9 18,3 6 6.625 10.0 7.5 5.0 3.0 25.0 10.0 42 42.000 * 47.0 4 33.0 210.0 70.0 150 168.3 3,0 23 1,5 I 0.9 7.6 3,0 11 1050 1067.0 * 14,3 5 10,1 64,0 21,3 t The flow data listed is based upon the pressure drop of Schedule 40 pipe. # contact victaulic for details. MATERIAL SPECIFICATIONS Fitting: 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. Or: 14- 24 (350-600 mm), forged steel, conforming to ASTM A-234, Gr. WPB (0.375° wall) Or: Segmentally welded steel as shown under nipples Nipples: (adapter, swaged & hose) 3/44° (20- 100 mm): Carbon steel, Schedule 40, conforming to ASTM A-53, Type F 5- 6'(125 - 150 mm): Carbon steel, Schedule 40, conforming to ASTM A-53, Type E or S. Gr. B 8- 17 (200 -300 mm): Carbon steel, Schedule 30 or 40, conforming to ASTM A-53, Type E or S, Gr. B 14- 24'.(350 - 600 mm): Carbon steel, .375 wall, conforming to ASTM A-53, Type E or 5, Gr. B Flanged Adapter Nipples: (Nipple - see above) Class 125 Range: Cast iron conforming to ANSI B-16.1 Class 150 Range: Carbon steel conforming to ANSI B-16.5, raised or flat face Class 300 Range: Carbon steel conforming to ANSI B-i 6.5, raised or flat face Fitting Coatings: Orange enamel Optional: Hot dip galvanized and others. Some fittings supplied electroplated as standard - see product specifications. Flanged Adapter Nipple Coating: None (Unfinished) Optional: Orange enamel, hot dip galvanized and others. 2 . - Grooved End Fittings DIMENSIONS Fittings (Ductile Iron) iJ Cto Cto Cto Mi` 'f ~= ic .CtoE z T to No.10 N0.11 No 12 No 13 No 20 No.35 Fitting She 90° Elbow 45° Bbow 22'!? Elbow 11'k° Elbow Tee Close low) Aual Apr,.. Aprx Aprx Apprax. Aprx. AprL Nominal OutsIde CtoE Wgt.Ea CtoE Wgt.Ea. CtoE Wgt.Ea. CtoE WgtEe. CtoE WgtEa. CtoE Wgt.Ea. Die. Die. Inches Lbs. Inches Lbs. Inches Lbs. Inches Lbs. Inches Lbs. Inches Lbs. bilmm InJmm mm kg mm kg. mm kg mm kg mm kg mm kg 3/4 1.050 2.25 0.5 1.50 0.5 1.63sw - 1.38sw - 2.25 0.6 2.25 0.9 20 26,9 57 0.2 38 0.2 41 - 35 - 57 0,3 57 0.4 1 1.315 2.25 0.6 1.75 0.6 3.250 0.6 1.38 Sw 0.3 2.25 1.0 2.25 1.3 25 33.7 57 0,3 44 0.3 83 0,3 35 0.1 - 57 0,5 57 0,6 11/4 1.660 2.75 1.0 1.75 0.9 1.75 0.8 1.38 Sw 0.5 2.75 1.5 2.75 2.1 32 42.4 70 0,5 44 0.4 44 0,4 35 0,2 70 0,7 1,0 1.0 11/2 1.900 2.75 1.2 1.75 0.9 1.75 0.8 1.38 Sw 0.5 2.75 2.0 2.75 2.5 40 48,3 70 0.5 44 0.4 44 0,4 0.2 70 0.9 70 1,1 2 2.375 3.25 . 1.8 2.00 1.3 3.75@ 1.4 1.38 1.0 3.25 3.0 3.25 3.8 50 60.3 83 0.8 51 0.6 95 0.6 35 0,5 83 1.4 83 1,7 21/2 2.875 3.75 3.2 2.25 2.2 4.000 2.3 1.50 1.1 3.75 4.3 3.75 6.1 65 73.0 95 1.5 57 1,0 102 1,0 38 0.5 95 2,0 95 2.8 76,1 mm 3.050 3.75 3.7 2.25 3.4 - - . - - 3.75 5.2 - - 76,1 95 1,7 57 1,5 - - - - . . 95 2,4 - - 3 3.500 4.25 4.5 2.50 3.1 4.500 3.1 1.50 2.1 4.25 6.8 4.25 10.5 80 88,9 108 . 2,0 . 64 1.4. 114 1,4 38 1,0 108 3,0 108 4,8 31/3 4.000 4.50 5.6 2.75 4.3 2.505w 4.0 1.75 SW 2.7 4.50 SW 7.9 4.50 11.5 90 101,6 114 2,5 70 2,0 64 1.8 44 1,2 114 3,6 114 5,2 4 4.500 5.00 7.1 3.00 5.6 2.88 5.6 1.75 3.6 5.00 11.9 5.00 15.8 100 114,3 127 3,2 76 2,5 73 2,5 44 1,6 127 5,4 127 7,2 108,0 mm 4.250 5.00 11.0 3.00 5.6 - - - - 5.00 15.5 - - 108,0 127 5,0 76 2,5 - - - - 127 7.0 - - 41/2 5.000 5.25sw 10.0 3.13sw 6.0 3.50 6.6 1.88sw 4.2 5.25sw 15.0 5.25 18.5 120 127,0 133 4.5 79 2.7 89 3,0 48 1,9 133 618 133 8.4 5 5.563 5.50 11.7 325 8.3 2.885w 7.8 2.00sw 5.0 5.50 17.8 5.50 20.0 125 141,3 140 5,3 83 3,8 73 3,5 51 2.2 140 811 140 9,1 133,0 mm 5.250 5.50 11.7 3.25 8.3 - . - - - 5.50 17.8 - - 133,0 140 5,3 83 3,8 - - - - 140 8.1 - - 139,7 5.500 5.50 11.7 3.25 8.3 - - - - -5.50 17.8 - - 139,7 140 5,3 83 3.8 - - - - 140 8,1 - - 6 6.625 6.50 17.2 3.50 10.8 6.250 12.2 2.00 7.0 5.50 25.7 6.50 28.0 150 168,3 165 7.8 89 4.9 159 5.5 51 3.2 165 1,7 165 12.7 159,0 mm 6.250 6.50 18.6 3.50 10.8 - - - - 6.50 27.1 - - 159.0 165 8,4 89 4,9 - - - - 165 12,3 - - 165,1 mm 6.500 6.50 15.5 3.50 9.8 3.13 11.4 2.00 7.4 6.50 22.0 6.50 28.0 185,1 165 7.0 89 4,4 79 5.2 51 3,4 165 10,0 165 12,7 8 8.625 7.75 29.9 4.25 20.4 7.750 20.0 2.00 10.1 7.75 47.6 7.75 48.0 200 219,1 197 13,6 108 9,3 197 9,1 51 4.8 197 21.6 197 21,8 10 10.750 9.00 63.3 4.75 37.5 4.38 Sw 30.0 2.13sw 11.8 9.00 99.0 9.00 121.5 250 273.0 229 28,7 121 17,0 111 13,6 54 5,3 229 44,9 229 55,1 12 12.750 10.00 74.0 5.25 66.7 4.88sw 40.0 2.25 Sw 29.3 10.00 133.0 10.00 110.0 300 323,9 254 33,6 133 30,3 124 18.1 57 13.3 254 60,3 254 49.9 14#* 14.000 14.00 .136.0 5.75 65.0 5.00sw 46.0 3.50sw 32.0 11.00 145.0 11.00 198.0 350 355,6 355,8 61.7 146 29,5 127 20,9 89 14,5 279 65,8 279 .89.8 16# 16.000 16.00 171.0 6:63 88.0 5.005w 58.0 4.005w 42.0 12.00 186.0 12.00 250.0- 400 406,4 406.4 77.8 168 39.9 127 26.3 102 19,1 305 84.4 305 113,4 18#t 18.000 18.00 228.0 7.46 108.0 5.50sw 65.0 4.50sw 53.2 14.00 256.0 15.50 350.0 450 457,0 457,2 108,4 189 5010 140 29,5 114 24,1 356 116,1 394 158,8 20#4: 20.000 20.00 298.0 8.28 138.0 6.005w 78.6 5.00sw 65.0 15.00 339.0 17.25 452.0 500 1 508.0 508.0 135,2 210 62.6 152 36,0 127 29,5 381 153,8 438 205.0 24# 24.000 24.00 438.0 9.94 221.0 7.00 Sw 140.0 6.00sw 60.0 17.00 473.0 20.00 795.0 550 610.0 609.6 198.7 252 100,2 178 6315 152 27,2 432 214,5 508 360,6 # For the U.S. only. 14, 16W, 18, 20, 24 (350- 600 mm) elbows (90°, 45°) are 11/3D long radius forged steel elbows No. 100 and No. 110. See page 5. Fittings to these dimensions are only offered outside the U.S. 0 Gooseneck design, end-to-end dimension For 10 radius elbows contact Vlctaulic. (SW) Segmentally welded steel Grooved End Fittings . 3 No. 30 450 Lateral (Segmentally welded steel) No. 60 Cap No. 40, 42, 43 Adapter Nipples (Steel) E to E (b go No. 60 No. 42 Grv. X Bev. r_EtoE-i .-EtoE-..1 El 011 No. 43 No. 40 Grv. X Grv. Grv. X Thd. Dimensions Dimensions Fitting Size inches/mm Approx. Fitting Size Inches/mm Approx. Actual Actual Nominal Outside Wgt. Es. Nominal Outside Will. Es. Die. Dla. Lbs. Die. Die. Lbs. in/mm inimm Cto LE Cto SE kg inimm In/mm Cto LE C to SE kg 3/4 1.050 4.50 2.00 1.0 6 6.625 14.00 4.50 43.6 20 26.9 114 51 0,5 150 168,3 356 114 19,8 1 1.315 5.00 2.25 1.7 165,1 mm 6.500 14.00 - 4.50 43.6 25 33.7 127 57 0,8 165,1 356 114 19.8 11/4 1.660 5.75 2.50 2.5 d 8 8.625 18.00 6.00 72.0 32 42.4 146 64 1,1 200 219,1 457 152 32.7 11/2 1.900 6.25 2.75 3.5 10 10.750 20.50 6.50 105.0 40 48,3 159 70 1.6 250 273,0 521 165 47.6 2 2.375 7.00 2.75 4.6d 12 12.750 23.00 7.00 165.0 50 60,3 178 70 2,1 300 1 323.9 584 178 74,8 21/2 2.875 7.75 3.00 9.0 14 14.000 26.50 7.50 276.0 65 73.0 197 76 4.1 350 355,6 673 191 125,2 76,1 mm 3.000 8.50 3.25 11.0 16 16.000 29.00 8.00 344.2 76,1 216 83 5.0 400 406,4 737 203 156,1 3 3.500 8.50 3.25 11.7d 18 18.000 32.00 8.50 429.0 80 88.9 216 83 5.4 450 457.0 813 216 194,6 31/2 4.000 10.00 3.50 178 20 20.000 35.00 9.00 500.0 90 101,6 254 1 89 8,1 500 508,0 889 229 - 226,8 4 4.500 10.50 3.75 22.2d 24 24.000 40.00 10.00 715.0 100 114,3 267 95 10,1 600 610,0 1016 254 324.3 5 5.563 12.50 4.00 21.8 125 141,3 318 102 919 (0) Ductile iron. NO. 60 No. 40,42,43# NO. 50 No. 40,4243# Fitting Size Cap' Nipple (Steel) Fitting Size Cap' Nipple (Steel) Actual Thick. Aprx. Actual Thick. Apix. Nominal Outside T Aprx.Wgt. EtoE Wgt. Nominal Outside T ApncWgt. EtoE Wgt. Die. Dia. inches Es. inches Es. Die. DIe. inches Es. inches Es. indmm inimm mm Lbsdkg mm LbsJkg InJmm inimm mm Lbsikg mm Lbsikg 3/4 1.050 0.88 0.2 3.00 0.3 133,0 mm 5.250 1.00 4.5 - - 20 26.9 22 0.1 76 0,1 133.0 25 2.0 - - 1 1.315 0.88 0.3 3.00 0.4 139,7 mm 5.500 1.00 4.5 - - 25 33,7 22 0.1 76 0,2 139.7 25 2.0 - - 11/4 1.660 0.88 0.3 4.00 0.8 6 6.625 1.00 6.1 6.00 9.5 32 42.4 22 0.1 102 0,4 150 168,3 25 2,8 152 4,3 11/2 1.900 08 0 40 0.9 159,0 mm 250 1.00 6.8 - - 40 48.3 22 0,2 102 0.4 159.0 25 3.1 - - 2 2.375 08 0 00 1.2 165,1 mm 6.500 1.00 7.3 - - 50 . 60.3 22 0.3 102 0,5 165,1 25 3,3 - - 21/2 2.875 0.88 1.0 4.00 1.9 8 8.625 1.19 13.1 6.00 14.2 65 73.0 22 0.5 102 0.9 200 219,1 30 5.9 152 6.4 76,1 mim 3.000 0.88 1.2 - - 10 10.750 1.25 21.0 8.00 27.0 76,1 22 0,5 .- - 250 273,0 32 9,5 203 12,2 3 3.500 0.88 1.2 4.00 2.5 12 12.750 1.25 35.6 8.00 33.0 80 8819 22 0.5 102 1.1 300 323,9 32 16,2 203 15.0 31/2 4.000 0.88 2.5 4.00 2.1 14 14.000 9.50 * - 90 101,6 22 1,1 102 0,9 350 355,6 241 - - 4 4.500 1.00 2.5 6.00 5.5 16 16.000 10.00 * 100 114.3 25 1.1 152 2.5 400 406,4 254 - - 108,0 mm 4.250 1.00 2.3 - - 18 18.000 lt00 * - 108,0 25 1.0 1 - - 450 457,0 279 41/2 5.000 1.00 2.5 - - 20 20.000 12.00 * - 120 127,0 25 1.1 - - 500 508,0 305 5 5.563 1.00 4.6 6.00 7.4 24 24.000 125 141.3 25 2.1 152 3,4 600 610,0 ir ror rump racucage Nippies won i 'i (40 mm, nole cut to receive Style Wa Vic-Let'- or Style 924 Vic-O-Well' request special No. 40,42 or 43 nipple prices and request No.. 40-H, 42-H or 43-H on order. NOTE: 4 - 12' (100-300mm) diameter - 8 (200 mm) minimum length required. O Available with British Standard Pipe Threads, specify 'BSP" clearly on order. * Steel dish caps available through 24 (600 mm). contact Victaulic. No. 60 cap is not suitable for use in vacuum service with Style 72 or 750 couplings. No. 61 Bull Plugs should be used. Grooved End Fittings VICTAULICO ISAN ISO 9001 CERTIFIED COMPANY Styles 920 and 920N Mechanical-T® Bolted Branch Outlets PRODUCT DESCRIPTION Victaulic Mechanical-T® Outlet provides a direct branch connection at any location a hole can be cut in pipe. The hole is cut oversize to receive a holefinder" locating collar which secures the outlet in position permanently. A pressure responsive gasket seals on the pipe O.D. Cross-type connections can be achieved by utilizing two upper housings of the same style and size, with the same or differing branch size connections. NOTE: Style 920 and Style 920N housings cannot be mated to achieve a cross connection. Style 920 and Style 920N Mechanical-T outlets are available with grooved or female threaded outlet. Specify choice on order. Units are supplied painted with plated bolts. Galvanized housings are available, supplied with plated bolts. All sizes of Style 920 and 920N are rated at 500 psi (3450 kPa) working pressure on Schedule 10 and 40 carbon steel pipe. They may also be used on high density polyethylene or polybutylene (HDPE) pipe. Pressure ratings on HDPE are dependent on the pipe rating. Contact Victaulic for ratings on other pipe. Style 920 and 920N are not recommended for use on PVC plastic pipe. Standard piping practices dictate that the Mechanical-T Styles 920 and 920N must be installed so that the main and branch connections are a true 900 angle when permanently attached to the pipelinesurface. Styles 920 and 920N Style yPross see Victaulic publication 10.01 for details See cI7a,tonpa'e 4 forpressure iatings MATERIAL SPECIFICATIONS Housing/Coating: Ductile iron conforming to ASTM A-395, grade 65-45-15, and ASTM A-536, grade 65-45-12, with orange enamel coating. Optional: Hot dipped galvanized Gasket: (Specify choice*) Grade "E" EPDM EPDM (Green color code). Temperature range —30°F to +230°F (-34°C to +110°C). Recommended for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL Classified in accordance with ANSI/NSF 61 for cold +86°F (+30°C) and hot + 180°F (+82°C) NOT RECOMMENDED FOR PETROLEUM SERVICES. Grade "T" nitrlle Nitrile (Orange color code). Temperature range —20°F to +180°F (-29°C to +82°C). Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range. Not recommended for hot water services over +150°F (+66°C) or for hot dry air over +140°F (+60°C). *Services listed are General Service Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. Bolts/Nuts: (Styles 920 and 920N) Heat treated carbon steel zinc plated to ASTM B-633, track-head conforming to physical properties of ASTM A-i 83 minimum tensile 110,000 psi (758340 kPa). S REGISTEREDTRADEMARI( 0FVTAUUC -0 COPYRIGFfT2003VICTAUUC - PRftJTED IN USA 1480 REV F Victaulic Company of America • Phone: 1-800-PlCK-VlC (1-800-742-5842) • Fax: 610-250-8817 • e-niail:pickviovictaulic.com Victaulic Company of Canada • Phone: 905-884-7444 • Fax: 905-884-9774 • e-mail: viccanada@victaulic.com Victaulic Europe • Phone:324381 -1500 • Fax: 32-9380-4438 • e-mail: viceuro©victauIibe Viclaulic America Latina • Phone: 610-559-3300 • Fax: 61D-559-3608 • e-mail: vinal@victaulic.com Victaulic Asia Pacific • Phone: 65-6235-3035 9 Fax: 65-6235-0535 • e-mail: vinap@viotauHc.com j4tSIUIIC DIMENSIONS Styles 920 920 and 920N wlGrooved Outlet r-Y Z 0-i-nw IR Styles 920 and 920N wlFemale Threaded Outlet NOTE: Style 920 and Style 920N housings cannot be mated to achieve cross connections. lf'*i These new size Style 920N products require a IOIE3IZE1 different hcto size than lz'i.-1 the Style 920 it replaces, for proper Installation. Use caution to assure the proper size hole is prepared for the specific size and style used. Failure to use the proper hole size could result in joint leakage and property damage. MaL Dimensions- Inches/millimeters Apnc. SIZE WorlL W5t. Each Hole FOM.- - - - - Run X Branch Press. Die. Thd. Grv. LbSJkg Nominal Inches Style PSI +0.13 V V Fern. mm No. We -0.00 T # * W Y Z Thd. Grv. 2 X 1/2(a) 920N 500 1.50 2.00 2.53 - 1.63 4.91 2.50 3.1 - 50 X 15 3450 38,1 51 64 - 41 125 64 1.5 - X /4(a) 9 N 20 500 1.50 1.97 2.53 - 1.63 4.91 2.75 3.1 - X 20 3450 38.1 50 64 - 41 125 70 1.5 - X 1(a) 920N 500 1.50 1.81 2.53 1.63 4.91 2.75 3.0 - x 25 3450 38.1 46 64 -. 41 125 70 1,4 - 920N 500 1.75 2.04 2.75 3.00 1.63 4.91 3.00 3.5 3.2 X 1'/4 (a) t X 32 3450 44,5 52 70 76 41 125 76 1,7 1,5 X 1'/2(a)t 920N 500 1.75 2.03 2.75 3.12 1.63 4.91 3.25 3.6 3.2 X 40 3450 44.5 52 70 79 41 125 83 1,7 1,5 21/2 X 1/2 (a) 920N 500 1.50 2.21 2.74 - 1.82 5.14 2.75 3.0 - 65 X 15 3450 38,1 56 70 - 46 131 70 1.4 - X 3/4 (a) x 20 920N 500 1.50 2.18 2.74 - 1.82 5.14 2.75 3.0 - 3450 38,1 55 70 - 46 131 70 1,4 - X 1(a) 'N 500 1.50 2.06 2.74 - 1.82 5.14 2.75 2.9 - X 25 3450 38.1 52 70 - 46 131 70 1,4 - 920N 500 i7-( 229 300 325 1.82 5.14 300 35 32 X 11/4 t (a) X 32 3450 58 76 83 46 131 76 1,7 1,5 X 11/2 t (a) 920N 500 2.00 2.27 3.00 3.25 1.82 5.14 3.25 3.6 3.3 X 40 3450 50,8 58 76 83 46 131 83 1,7 1,6 76,1 mm X 1/2 (a) 920 300 1.50 2.22 2.75 - 2.25 6.50 3.18 3.9 - X 15 2065 38.1 56 70 - 57 165 81 1.8 - 920 300 1.50 2.19 2.75 - 2.25 6.50 3.18 3.9 - X 3/(a) X 20 2065 38,1 56 70 - 57 165 81 1,8 - X 1(a) 920 300 1.50 2.07 2.75 - 2.25 6.50 3.18 3.8 - X 25 2065 38.1 53 70 - 57 165 81 1,7 - X 11/4 (a) t 920 N 500 1.75 2.25 3.00 3.25 1.92 5167 3.00 3.5 3.2 X 32 3450 44.5 57 76 83 49 144 76 1,6 1,5 X 11/2 (a) 920N 500 2.00 2.25 3.00 3.25 1.92 5.67 3.25 3.5 3.3 X 40 3450 50,8 57 76 83 49 144 83 1,6 1.5 3 X 1/2 (8) 920N 500 1.50 2.53 3.06 - 2.29 5.75 2.75 3.4 - 80 X 15 3450 38,1 64 78 - 58 146 70 1,6 - X 3/4 (a) N 92O 3450 500 1.50 2.50 3.06 - 2.29 5.75 2.75 3.4 - X 20 38.1 64 78 - 58 146 70 1,6 - X 1(a) 920N 500 1.50 2.37 3.06 - 2.29 5.75 2.75 3.3 - X 25 3450 38,1 60 78 - 58 146 70 1,6 - X 11/4 (a) I' 920N 500 2.54 3.25 3.56 2.29 5.75 3.00 3.8 3.7 X 32(b) 3450 65 83 90 58 146 76 1,8 1,8 X 11/2(a)t 920W 500 2.00 2.77 3.50 3.56 229 5.75 3.25 4.1 3.8 X 40(b) 3450 50,8 70 89 90 58 146 83 1,9 118 X 2(a) 920N 500 2.50 2.74 3.50 3.56 2.29 5.75 3.88 4.9 4.6 X 50 3450 63.5 70 89 90 58 146 99 2.3 2,1 31/2 X 2 920N 500 2.50 - - 3.75 2.44 6.30 3.88 - 3.8 90 X 50 3450 63.5 - - 95 62 160 99 - 1,8 4 X 1/(a) 920 N 500 1.50 3.03 3.56 - 2.69 6.69 2.75 3.7 - ioo x is 3450 38.1 77 90 - 68 170 70 1,8 - X 3/4 (a) 920 N 500 ' 1.50 3.00 3.56 - 2.69 6.69 2.75 3.7 - X 20 3450 38,1 76 90 - 68 170 70 1.8 - X 1(a) 920N 500 1.50 2.88 3.56 - 2.69 6.69 2.75 3.6 - X 25 3450 38,1 73 90 - 68 170 70 1,8 - X 11/4(a)t 920N .500 3.07 3.78 4.00 2.69 6.69 3.00 4.0 3.6 X 32(b) 3450 78 96 102 68 170 76 1.9 1.8 X 11/2(8)t 920 N 500 2.00 3.28 4.00 4.00 2.69 6.69 3.25 4.2 3.9 X 40(b) 3450 50,8 83 102 102 68 170 83 2,0 1,9 X 2(a) t 920N 500 2.50 3.24 4.00 4.00 2.69 6.69 3.88 5.0 4.6 X 50 3 635 32 68 170 99 2,3 2,1 920 500 2.75 3.06 4.00 4.00 2.69 7.25 4.63 5.8 5.0 X 2V (a) t X 65 3450 69,9 78 102 102 68 184 118 2.6 2,3 X 76,1 mm 920 500 2.75 - - 4.00 2.69 7.25 4.63 - 6.4 3450 6919 - - 102 68 184 118 - 2,9 X 3(a)t 920 500 3.50 3.5 4.50 4.13 2.69 7.25 5.25 8.4 6.4 X 80 3450 88.9 89 114 105 68 184 133 3.8 2.9 108,0mm X 11/4(a) 920N 500 1.75 3.06 3.78 - 2.63 7.25 3.13 5.0 - X 32 3450. 44,5 78 96 - 67 184 80 2.3 - X 11/2 (a) 920N 500 2.00 3.28 4.00 - 2.63 7.25 3.38 1 5.0 - X 40 3450 50.8 83 102 - 67 184 86 2.3 1 - Fable continued on page 3. See notes on page 3. Styles 920 and 920N Mechanical-T® Bolted Branch Outlets Dimensions -Inches/mifllrneters Aprx. SIZE Work Wgt. Each le Fern. Run X Branch Press. ~Dla. Thd. Gry LbsJk9 Fern. NomInal Inches Style PSI 13 V V Actualrnrn No. kPa 00 1" # W Y Z Thrill. Gm 108,0 mm X 2(a) 500 2.50 324 4.00 - 263 7.25 4.00 5.0 - X 50. 3450 83,5 82 102 - 67 184 102 2,5 - X 2112(a) 920 500 2.75 3.06 4.00 - 2.63 7.25 4.41 5.6 - X 65 3450 6919 78 102 - 67 184 112 2,5 - 3(a) 920 500 3.00 - - &00 263 725 00 - 6.0 X 80 3450 8819 - - 102 67 184 127 - 3,0 5 X 11/2(a)t 920 500 2.00 4.06 4.75 4.75 3.25 8.38 3.75 7.4 7.6 125 X 40 3450 50.8 103 121 121 83 213 95 3.4 3,4 X 2(a)t 920 500 2.50 4.06 4.75 4.75 3.25 8.38 4.38 8.2 8.0 X 50 3450 63,5 103 121 121 83 213 111 3.7 3.6 920 500 2.75 3.81 4.75 4.75 3.25 8.38 4.63 8.3 7.9 X 21/2 (a) t X 65 3450 69,9 97 121 121 83 213 118 3,8 3.6 920 500 2.75 3.01 4J5 - 325 836 538 - - X 76,1 mm (a)(b) 3450 69.9 97 121 - 83 213 137 - - X 3(a)t 920 500 330 400 5.00 463 325 838 538 BA 8.0 X 80 3450 1 88,9 1 102 127 118 83 213 137 3,8 4.0 139,7 mm X 11/2t 920 500 2.00 4.06 4.75 - 3.25 8.38 3.75 7.4 - X 40 3450 50.8 103 121 - 83 213 1 95 3,4 - X 2 t 920 500 2.50 4.06 475 - 325 838 438 83 - X 50 3450 63,5 103 121 - 83 213 111 3,7 - 920 soo i i X 76,1 mm (a)(b) 3450 88,9 - - 118 83 213 137 - 4,0 X 3 920 500 330 - - 4.03 325 838 5.38 - 8.0 X 80 3450 88,9 - - 118 83 213 137 - 4,0 6 X 1114 920N 500 1 -, -5.13 3.79 9.13 3.25 - 4.8 150 X 32(b) 3450 - - 130 96 232 83 - 2,2 920N 500 2.00 4.40 5.13 5.13 3.79 9.13 3.25 5.4 5.1 X 11/2(a)t X 40(b) 3450 50.8 112 130 130 96 232 83 2,4 2.3 X 2(a) t 920N 500 2.50 -V 5.13 TW 3.79 93 3.08 ao 5.6 X 50 3450 63,5 111 130 130 96 232 99 2.7 2.5 21/2 (a) t 920 3450 500 275 49 513 5.13 3.09 938 463 83 7.0 X 65 69,9 106 130 130 94 238 118 3,8 3,4 920 - o- - g- - - - 3450 8.4 X 76,1 mm (a)(b) 69.9 - - 132 94 238 137 - 3.8 X 3(a)t 920 500 3.50 4.50 5.50 5.13 3.69 9.38 5.36 9.9 6.4 X 80 3450 88,9 114 140 130 94 238 137 4,5 3.8 X 4(a) 920 500 4.50 4.50 5.75 5.38 3.69 9.38 6.25 10.1 10.1 X 100 • 3450 114,3 114 146 137 94 238 159 4,6 4.6 159,0 mm X V/2 (a) 920N 500 2.00 4.41 5.13 - 3.63 9.25 3.38 7.8 - X 40 3450 50,8 112 130 - 92 235 86 3,5 - X 2(a) 920N 500 2.50 437 5.13 - 3.03 925 L00 ao - X 50 3450 63.5 111 130 - 92 235 102 3.6 - X 21/2 (a) 920 500 2.75 4.56 5.50 - 3.63 9.25 4.75 8.6 - X 65 3450 69.9 116 140 - 92 235 121 3.9 - 106,0 mm 920 -- -4.50 - - 3.63 25 625 3450 114,3 - - 137 92 235 159 - 4,5 165,1 mm X 11/2(a)t 920 500 2.00 4.44 5.13 5.13 69 9.38 3.75 7.9 6.9 X 40 3450 50,8 113 130 130 94 238 95 3.6 3.1 X 2(a)t 920 500 a5 4A4 53 5 3.03 938 38 80 7.0 X 50 3450 63,5 113 130 130 92 238 111 3,6 3.2 X 21/2 t 920 500 2.75 4.19 5.13 513 369 938 4.63 8.0 7.6 X 65 3450 69.9 106 130 130 94 238 118 3,9 3,4 920 -500 - -g- 3.80 538 X 76,1 mm (a)(b) 3450 69,9 104 130 132 94 238 137 3,9 3,4 3(a)t 920 500 3.50 4.50 5.50 53 3.09 9.38 5.38 102 84 X 80 3450 88,9 114 140 1 130 94 238 137 4.6 3,8 X 4(a)t 920 500 430 430 5.75 538 363 938 625 105 BA X 100 3450 114,3 114 146 137 92 238 159 4.8 318 8 X •2 (a) 920 500 275 5i9 625 - 488 00 450 .0 - 200 X 50 3450 69,9. 132 159 - 124 305 114 5,3 - 920500 2.75 5.19 6.25 6.25 4.88 12.25 4.50 11.6 11.6 X 21/2 (a) f X 65 3450 -- 69,9 132 159 159 .124 311 114 5,3 5,3 920 500 -- 2.75 3450 - -19 6.25 i io i X 76,1 mm (a)(b) 69.9 132 159 - 124 305 137 - - X 3(a) t 920 500 330 550 650 625 438 12.00 536 1 126 116 X 80 3450 88,9 140 165 159 124 306 137 5,7 5,3 920 500 4.50 5.31 6.75 638 4.88 12.00 625 15.3 123 X 4(a)t X 100 3450 114,3 135 171 162 124 305 159 6,9 5,7 bee notes at levi. DIMENSIONS NIM Styles 920 and 920N wlGrooved Outlet Styles 920 and 920N wlFemale Threaded Outlet NOTE: Style 920 and Style 920N housings cannot be mated to achieve cross connections. These new size Style 920N products require a H0ESizEi different hole size than the Style 920 it replaces, for proper installation. Use caution to assure the proper size hole is prepared for the specific size and style used. Failure to use the proper hole size could result in joint leakage and property damage. NOTES **Center of run to engaged pipe end, female threaded outlet only (Dimen-sions appro)imate). f Available with grooved or female threaded outlet. Specify choice on order. t Center of run to end of fitting. # Female threaded outlets are avail-able to NPT and BSPT specifications. British Standard female pipe threaded outlet is available as listed. Specify BSPT' clearly on order. For 76,1 mm threaded outlet, spec- ify ON BSPT clearly on order. Styles 920 and 920N Mechanical-T® Bolted Branch Outlets FLOW DATA Exaggerated for Clarity Flow test data has shown that the total head loss between point (1) and (2) for the Style 920, 900W and 929 Mechanical-T® fittings can best be expressed in terms of the pressure difference across the inlet and branch. The pressure difference can be obtained f,rom the relationship below. OUTLET SIZE Equivalent Length Feet/meter of Pipe Nominal Actual Diameter Out Die. Female lnimm InJmm Grooved Threaded 1/2 0.840 - 2.0 15 21.3 - 0.6 3/4 1.050 - 4.0 20 26,7 - 1.2 1 1.315 - 8.0 25 33.7 - 1.5 11/4 1.660 5.5 6.0 32 42,4 1.7 1.8 11/2 1.900 7.0 8.0 40 48.3 2,1 2.4 2 2.375 9.0 10.5 50 60,3 2,7 3.2 21/2 2.875 11.0 12.5 65 73,0 3,4 3,8 3 3.500 13.5 15.5 80 88.9 4.1 4,7 4 4.500 20.0 22.0 100 114,3 6.1 6,7 Cv Values Values for flow of water at +60°F (+16°C) are shown in the table at right. Formulas for CV Values: c2 Al' = CV Q = C,x ,.JIi' Where: o = flow (GPM) A? = Pressure Drop (PSI) Cv = Flow Coefficient Pipe Size Pipe Size - Pipe Size Actual Actual Actual Nominal Outside Nominal Outside Nominal Outside Diameter Diameter Cv Diameter Diameter Cv Diameter Diameter Or lncheehiim Inches/mm values lncheshnm Inches/mm Values Inches/mm Inches/mm Values 0.840 17 11/4 1.660 45 2/ 2.875 135 15 21.3 32 42,4 65 73.0 3/4 1.050 21 11/2 1.900 60 3.500 20 26,7 40 48,3 80 88.9 200 1 1.315 25 2 2.375 100 00 4 4.500 400 25 33,7 50 60,3 114,3 APPROVED PRESSURE RATINGS The information provided below is based on the latest listing and approval data at the time of publication. Ustings/Approvals are subject to change and/or additions by the approvals agencies. Contact Victaulic for performance on other pipe and the latest listings and approvals. Rated Worldng Pressures Run Size PSIlkPa Actual Nominal Outside Diameter Diameter Pipe Inches/mm Inches/mm Schedule UL ULC FM 21/2 6 2.875 - 6.625 10 40 400 400 400 65-150 73,0-168.3 . ' 2755 2755 2755 21/2 4 2.875 - 4.500 DF 300 300 300 65-100 73.0-114.3 2065 2065 2065 21/2 4 2.875 - 4.500 SF 300 300 300 65-100 73.0-114.3 2065 2065 2065 NOTES: 10 refers to Listed/Approved Schedule 10 steel sprinkler pipe. - - 40 refers to Listed/Approved Schedule 40 steel sprinkler pipe. OF refers to Listed/Approved Dyna-Flow steel sprinkler pipe manufactured by American Tube Company. SF refers to Listed/Approved Super-Flo stool sprinkler pipe manufactured by Allied Tube and Conduit Corporation. 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. 4 Styles 920 and 920N Mechanical-T® Bolted Branch Outlets Style 741 2-12' Sizes @ 6@11 FM Request Victaulic publication 10.01 for details Style 743 Request Victaulic publication 10.01 for details. VICTAIJLIC' ISAW ISO 9001 CERTIFIED COMPANY Styles 741 and 743 Vic.Flange® Adapters PRODUCT DESCRIPTION 0 Style 741 14-24" Sizes Request Victaulic publication 10.01 for details. Illustrations exaggerated for clarity Style 741 Style 741 VicFlangee 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- 12' (50- 300 mm) are hinged for easy handling with integral end tabs which facilitate assembly. Sizes 14 - 24'(350 - 600 mm) are cast in four (4) identical Segments which are interconnected as assembly is completed. The design incorporates small teeth inside the key shoulder I.D. to prevent rotation. These teeth should be removed when Vic-Flange adapter is utilized with a Victaulic Series 700 grooved end butterfly valve, Schedule 5 pipe or plastic pipe. Vic-Flange adapters may only be used on Vic-300® butterfly valves on one side in 2 - 8'(50 - 200 mm) sizes. They are not recommended for 10 and 12" (250 and 300mm) sizes. Vic-Flange adapter Style 741 is not recommended for use with Victaulic Series 709 butterfly valves (contact Victaulic for recommendations). They may only be used on one side of Victaulic Series 700 butterfly valve, sizes 2-4'(50 - 100 mm) fitted with standard or lever-lock handles. Vic-Flange adapter must be assembled so it does not interfere with handle operation. Style 743 Vic-Flange Style 743 flange-to-groove adapter permits direct connection of ANSI Class 300 flanged components into a grooved system. The two-piece, hinged housing engages into the pipe groove and bolts directly to any standard flanged component. The conventional bolt hole pattern allows for easy, fast assembly. Style 743 rotates 3600 for proper alignment of bolt holes before tightening. Vic-Flange gaskets utilize the Victaulic pressure-responsive design, sealing on the pipe end and directly to the opposing flange face. No standard flange gasket is required. Style 743 is designed to mate with raised-face flanges, but can be used with flat-face flanges by removing the raised projections on the outside face of the flange. REGISTERED TRADEMABIC OFVICTAJJLIC - C COFYRIG*ff2esVTAthJc - PRINTED IN USA Victaulic Company 01 America • Phone: 1-800-PICK-VIC (1-800-742-5842) • Fax: 610-250-8817 • e-mail:pickviovictauIic.com Victaulic Company of Canada • Phone: 905-884-7444 • Fax: 905-884-9774 • e-mail: vicoanada@victaulic.com Victaulic Europe • Phone:32-9-381 -1500' Fax 32-9-380-4438 • e-mail: vionuro@vittaulic.be Victaulic America Latina • Phone: 610-559-3300 • Fax: 610-559-3608 • e-mail: vionl@viclaulic corn Victaulic Asia Pacific • Phone: 65-6235-3035 9 Fax: 65-6235-0535 • e-mail: vicap@viclauliccorn 1534 REV D \,LtauliC DIMENSIONS Style 741 Sizes 2- 12 (50-300 mm) ANSI Class 125 and 150 Flange Note: Gray area of mating face must be free from gouges, undulations or deformities of any type for effective Pealing.. -- --I-- £ Sealing Max. MaL Surface Dimensions. Rpe She Work Pies. End Load No Boltt lncheslmm hiches/n'lllbneters - Weight Each Nominal Actual Out. Die. Out. Die. PSr LbS. Bolts Size "Be Lbs. InJmm InJmm kPa N Req1t Indies "V Max. Mm. W X V Z kg 2 2.375 300 1,330 4 %X2/4 a38 3A1 675 60 Th 0J5 3.1 50 60,3 2065 5920 60 87 1 172 152 121 19 1,4 21/2 2.875 300 1,950 4 5/8 X3 288 ai 8B 00 50 08 4.8 65 73,0 2065 8680 73 99 200 178 140 22 2,1 3 3.500 300 2,885 4 /8X3 3.50 4.53 8.44 7.50 6.00 0.94 5.3 80 88,9 2065 12840 89 115 214 191 152 24 2.4 4 4.500 300 4,770 8 518X3 4.50 5.53 9.94 9.00 7.50 0.94 7.4 100 114,3 2065 21225 114 141 252 229 191 24 3,4 5 563 300 290 8 3/4 X 31/2 56 6 ltOo 0 50 tOO 8.6 125 141,3 2065 32440 141 171 279 254 216 25 3,9 6 6.625 300 10,350 8 3/4 X 31/2 63 7J8 iaoo 11.00 90 tOO 9.9 150 168,3 2065 46060 168 198 305 279 241 25 4,5 ii rn 6.500 300 9,980 B 3/4 x31/a 6.50 7.66 + 11.00 9.50 too 10.0 165.1 2065 44320 165 195 279 241 25 4,5 8. 8.625 300 17,500 8 3/4 X 31/2 63 94 14.63 13.50 11.75 113 16.6 200 219,1 2065 77875 219 252 372 343 298 29 7,5 10 10.750 300 27,215 12 'I8X4 )J5 9 0 25 t19 24.2 250 273,0 2065 121110 273 313 437 406 362 30 11,0 12 12.750 1 300 3285 12 /8X4 J5 1 225 00 t25 46.8 300 323,9 2065 170270 324 364 1 514 483 432 32 21,2 Refer to notes on page 4. + "W dimension does not apply. t Total bolts required to be supplied by installer, may be ordered from Victaulic. IMPORTANT NOTES: Style 741 Vic-Flange adapters provide rigid joints when used on pipe with standard cut or roll groove dimensions and consequently allow no linear or angular movement at the joint. When used with Victaulic Series 700 butterfly valves, plastic pipe or light wall metallic pipe, small teeth in I.D. of key section should be removed and may be used on one side of the valve. Contact Victaulic for information on A52129 - Table E; ISO 2084 (PN10); DIN 2532 (PN10) and JIS 8-2210(10K) flanges. Style 741 Sizes 14- 24' (350-600 mm) ANSI Class 125 and 150 Flanges Note: Gray area of meting face must be free from gouges, undulations or deformities of any type for effective sealing. Sealing Surface Dimensions Pipe Size Max. Work. Max. End Assembly Bolts Draw Bolts § InCheSIInfll liiches!mflhimeteie - - Approx. Weight t Nominal Actual Pies. Load No. . . Each Out. Die. Out. Dia. Psr Lbs. Bolts Size No. Size A" B. Lbs. In.lfflm InJmm kPa N Req'd. inches Bolts inches Max. Mm. T V W X Y Z kg 14 14.000 300 46,180 12 1 X 41/2 4 /a X 31/2 14.00 16.39 19.50 0.68 24.50 21.00 18.75 1.44 62.0 350 355.6 2065 205500 1 1 356 416 495 22 622 533 476 37 28,1 16 16.000 300 60,300 16 1 X 41/2 4 /a X 31/2 16.00 18.39 21.75 0.85 27.12 23.50 21.25 1.44 79.0 400 406.4 2065 268335 406 467 1 552 22. 1 689 597 1 540 37 35,8 18 18.000 300 76,340 16 11/s X43/4 4 X 41/4 457 18.00 20.00 22.50 29X) 25.50 22.75 1.56 62.3 450 . 457,1) 2065 339700 508 572 26 737• 648 578 40 37,3 20 20.000 300 94,250 20 i'/sX 51/4 4 /4X4'/4 200 2250 2525 1.17 31.50 250 200 1.69 103.3 500 508O 2065 419400 508 572 641 30 800 699 635 43 46,9 24 24.000 300 135,700 20 11/4 X 53/4 4 X 41/4 24.00 27.75 29.25 1.38 36.00 32.00 2950 1.94 142.0 600 610,0 2065 608865 610 705 743 35 914 813 749 49 64.4 'Refer to notes on page 4. f Total bolts required to be supplied by installer, may be ordered from Victaulic. Bolt sizes for conventional flange-to-flange connection. Longer bolts required when Vic-Flange utilized with wafer-type valves. § Draw bolts supplied with 14 - 24' (350- 600 mm) Vic-Flange adapters. Styles 741 and 743 Vic-Flange Adapters DIMENSIONS Style 743 Grooved pipe adapter to ANSI Class 300 flanges Note: (ray area of mating face must be free from gouges, undulations or deformities of any type for effective sealing. Sealing Max. Max. Surlace Dhfleflslons Apix. Pipe Size Wit. Pros. End Load No. Bolts Bolt/Nut lnlrnm Inches/mm - w9t. Each Nominal Actual Out Die. Out Die. P51° Lbs.° Reqd. Size °A° B. Lbs. lnimm lnimm kPa N f Inches Max. Mm. X Y 2 kg 2 2.375 720 3,190 8 /5 X3 2.38 341 6.50 5.00 94 4.8 50 60,3 4960 14200 60 87 165 127 24 2.2 21/2 2.875 720 4,670 B /4X3'/4 2.88 3.91 7.50 5.88 1.06 7.4 65 72.0 4960 20780 73 99 191 149 27 2.4 3 3.500 720 6,925 8 3/4 X31/2 350 4.53 8.25 663 1.19 9.1 80 88.9 4960 30815 89 115 210 168 30 4,1 4 4.500 720 11,445 8 3/4 X 33/4 4.50 5.53 10.00 7.88 1.31 15.3 100 114.3 4960 50930 114 141 254 200 33 6.9 5 5.563 720 17,500 8 /4X4 56 6.72 11.00 9.25 1.44 17.7 125 141,3 4960 77875 141 1 171 279 1 235 37 8.0 6 6.625 720 24,805 12 /4 X41 f2 6.63 7.78 12.50 10.63 1.50 23.4 150 168,3 4960 110380 168 198 318 270 38 10,6 8 8.625 720 42,045 12 7/8X43/4 8.63 9.94 15.00 13.00 1.69 34.3 200 219,1 4960 187100 219 252 381 330 43 15,6 10 1750 720 65,315 16 1 X5114 10.75 12.31 170 15.25 1.94 48.3 250 273.0 4960 290650 273 313 445 387 49 21.9 12 12.750 .720 91,880 16 1'/ ( 12.75 14.31 20.50 17.75 2.00 70.5 300 322.9 4960 408870 324 3631 521 451 51 32.0 Refer to notes on page 4. Style 743 Vic-Range must be ordered as a factory assembly when connected to a Victaulic fitting or valve. Contact Victaulic for details. t Total bolts required to be Supplied by installer, may be ordered from Victaulic. VIC-FLANGE ADAPTER NOTES I The Style 741 (2- 12/50 -300mm) design incorporates small teeth inside the key shoulder I.D. to prevent rotation. These teeth should be removed when Vic-Flange adapter is utilized with a Victaulic Series 700 grooved end butterfly valve, Schedule 5 pipe or plastic pipe. Vic-Flange adapter Style 741 may only be used on one side of Victaulic Series 700 butterfly valve, sizes 2-4° (50- 100mm) fitted with standard or latch-lock handles. 2 Vic-Flange adapter must be assembled so it does not interfere with handle operation. Because of the outside flange dimension, Vic-Flange adapter should not be used within 90° of one another on a standard fitting. When wafer or lug- type valves are used adjoining a Victaulic fitting, check disc dimensions to assure proper clearance. 3 Vic-Flange adapters should not be used as anchor points for tie-rods across nonrestrained joints. Mating rubber faced flanges, valves, etc. requires the use of a Vic-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 Vic-Flange adapter gaskets must always be assembled with the color coded lip on the pipe and the other lip facing the mating flange. B Vic-Flange hinge points must be oriented approximately 90° to each other when mated. 7 Flange Washers: Vic-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 (Type F phenolic for Style 641 with copper systems) Flange Washer be inserted between the Vic-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 flange gasket should be used adjacent to the serrated flange and then the Flange Washer is inserted between the Vic-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 Vic-Flange adapter. C When mating a rubber faced flange: the Flange Washer is placed between the Vic-flanges and the rubber faced flange. D When mating AWWA cast flanges to IPS flanges: the Flange Washer or Transition Ring is placed between two Vic- Flange adapters with the hinge points oriented 90° to each other. If one flange is not a Vic-Flange adapter (e.g., flanged valve), then a flange gasket must be placed adjacent to that flange and the Flange Washer inserted between the flange gasket and the Vic-Flange adapter. Transition rings rather than Flange Washers must be used when mating Style 741 to Style 341 Flange Adapters in sizes 14- 24'(350 - 600 mm). E When mating to components (valves, strainers, etc.) where the component flange face has an insert: follow the same arrangement as in Application 1. When ordering Range Washers, always specify product style (Style 741. 743, 341, 641, 994) and size to assure proper Range Washer is supplied. Styles 741 and 743 Vic-Flange Adapters MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A-536, grade 65-45-12. Housing Coating: Black enamel Optional: Hot dipped galvanized and others. Coupling Gasket: (specify choice*) Grade "E" EPDM EPDM (Green color code). Temperature range -30°F to +230°F (-34°C to +110°C). Recommended for hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemical services. UL classified in accordance with ANSI/NSF 61 for cold +86°F (+30°C) and hot +180°F (+82°C) potable water service. NOT RECOMMENDED FOR PETROLEUM SERVICES. Grade "T" nitrile Nitrile (Orange color code). Temperature range -20°F to +180°F (-29°C to +82°C). Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range; except hot, dry air over +140°F (+60°C) and.water over +150°F (+660C). NOT RECOMMEND- ED FOR HOT WATER SERVICES. *Services listed are General Service Recommendations only. It should be noted that there are services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. Hinge Bushing: 2- 12 (50- 300 mm) only: Electroplated steel. Draw Bolts: 14- 24 (350- 600 mm) only: Heat treated oval neck track bolts conforming to ASTM A-183. NOTES Style 741 and 743 Vic-Flange adapters provide rigid joints when used on pipe with standard roll or cut groove dimensions and consequently allow no linear or angular movement at the joint. * 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 11/2 times the figures shown. WARNING: Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. This product shall be manufactured by Victaulic company. All products shall 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. Styles 741 and 743 Vic-Flange Adapters - - . . ' .• ' f r;r rt .. •W•i. ., • ..• • i• •.': •'• •: . . ..... 3j • . . . i.,, 14 - -y - - w__•_ it F I. • h••7. • . T - * 1 ._ . al : '':<- ' . jo C6 14,15 Ak - AP4l44'4 4d4.i - 1 - .- .,. . •• •. ..- L .• - - - - - - 4k ft.A P+• . AM PRODUCTS FOR GROOVED PIPING SYSTEM I The Gruvlol System has been manufactured since the late 1960's. The Gruvlok product line has grown from standard couplings and fit- tings to today's extensive range of grooved product, plain-end product, butterfly valves, check valves, pump protection components, pipe preparation tools and various accessories. Gruvlok is part of our overall commitment to provide today's piping in- dustry with tomorrow's products. LISTED. PC I (Da DO _ Li VdS] -• ,.Certlfledto' OL NSE' . S FM -Kai= F -service .• ... - .. ANSLINSF 61 . .. contact Gruvlok .- .•- - INDUSTRY AND GOVERNMENT STANDARDS & APPROVALS ANSI American National Standards Institute COE Corps of Engineers: CEGS 15000 AWWA American Water Works Association: C-606 FAA Federal Aviation Administration: HVAC, Plumbing, Am Protection API American Petroleum Institute: API Std. 5L, Sect. 7.5 FHA Federal Housing Administration ASHRAE American Society of Heating, Refrigerating and Air Conditioning Engineers GSA General Services Administration:15000 Series . -- ASME American Society of Mechanical Engineers: MIL Military Specifications: Power Piping, B-31.1; Chemical Plant and Petroleum Refinery Piping, MILP-10388 Fittings; MIL-C-10387 Couplings; B-31.3; Refrigeration Piping, B-31.5; Building Services Piping, B-31.9; MIL-P-11087A(CE) Steel Pipe, Grooved MIL-1-45208 Inspection Procedure Slurry Pipelines, B-31.11 NASA National Aeronautics and Space Administration: 15000 Series ASTM American Society of Testing and Materials: F-1476, F-1387 NAVFAC Naval Facilities Engineering Command: NFGS 15000 Series BBA British Board of Agrement NIH National Institute of Health (Dept. of Health): 15000 Series CSA Canadian Standards Association: B-242 . WA Tennessee Valley Authority: Fire protection, storm drains FM. Factory Mutual Engineering Corp. VA Veterans Affairs : 15000 Series IAPM0 International Association of Plumbing & Mechanical Officials LLOYD'S Lloyd's Register of-Shipping . Worldwide MEA Materials.& Equipment Acceptance BV Bureau Veritas NFPA National Fire Protection Association DNV Det Norske Veritas NY-BSA New York Board of Standards and Appeals Hong Kong Fire Services Board NSF NSF International New Zealand Insurance Council SBCCI Southern Building Code Congress International: . New Zealand Building Act. (1991) Standard Plumbing and Mechanical Code SSL Scientific Services Laboratory UL Underwriter's Laboratories, Inc. Standards Australia ULC Underwriter's Laboratories of Canada VdS Verband der Sachversicherer e.V. Bureau of Marine Inspection: Salt and fresh water, oil transfer LPC Loss Prevention Council Bureau of Public Roads; Div. of Bridges: Drain lines and bridge crossings WRC Water Research Council - . - Canadian Coast Guard - . DVGW Deutscher Vereindes Gas und U.S*. Coast Guard —Approves each vessel individually Wasserf aches e.V. ABS American Bureau of Shipping .. . BBA SM Board of Agremont Figure 7050S* Standard 900 Elbow for Fire Protection Fire Protection Products Submittal Sheet '®NATIOS1 INTER FIGURE STANDARD 7050S* 900 ELBOW Nominal Pipe Max. Rated Center Ai,Prox WI Size. 00 Pressure to End Es.. 11/4 1.660 - 300 . 2/ .-. 1.0' - 32 42.2 20.7 70 ,, Q.5 11h 1.900 300 2% 1.2 40 48.3 20.7 70 -0.5,-.- 2 2.375 '300 31/4 1.7' 50 603 20.7 83 0.8 21h 2.875 300 ' 31/4 , .. 2.6 65 73.0" 20.7' 95 1.2- 3 3.500 300 41/4 4.0 80 88.9 20.7 108 1.8 4 4.500 300 5 7.7 100 ' 114.3 20.7 127 ' 3.5 5 5.563 300 51h 11.1 125 141.3 20.7 140 5.0 6 6.625 300 6½ 16.5 150 168.3 20.7 185 7.5 8 8.625 300 73/4 30.6 200 219.1 20.7 197 13.9 Above fitting is cast ductile iron to ASTM A536 ..... - These fittings are designed to provide minimal pressure drop and uni form stthñgth. Pressure ratings of Gruviok Fittings conforms to those - - of Fig. '7000 Gruviok Standard Coupling. APPROVAL STAMP: Project: undefined Date: undefined I Phone: undefined Architect / Engineer: undefined Contractor: undefined Address: undefined Notes 1: undefined Notes 2: undefined 10I03-3 Fire Protection Products Submittal Sheet 0 qW AIWI L INTERNATIONAL. INC. Figure 7051* Standard 450 Elbow for Fire Protection FIGURE 7051 * STANDARD 450 ELBOW Max. Rated Approx Wt. Nom. Size Pipe 00 Pressure Center to End Ea. 1W 1.660 300 1/4 0.7 32 - 42.2 - 20.7 44 0.3 - 1½ 1.900- 300 - 1/4 0.9 40 48.3 20.7 44 0.4 2 2.375 300 2 1.5 50. - - 60.3 20.7 51 0.7 21h 2.875 300 2% 1.9 65 - 73.0 20.7 57 0.9 3 3.500 300 21h 3.3 80 88.9 20.7 64 1.5 4 4.500 300 3 5.4 100 114.3 20.7 76 2.4 5 5.563 300 3'A 9.0 125 141.3 20.7 83 4.1 6 6.625 300 31h 112 150 168.3 20.7 89 5.1 8 8.625 300 41/4 19.8 200 219.1 20.7 108 9 El Available as a fabricated fitting. 0 - Available galvanized. *When ordering, refer to product as FP7051 Above fitting is cast ductile iron toASTM A536 These fittings are designed to provide minimal pressure drop and uni- form strength. Pressure ratings of Gruviok Fittings conforms-to those of Fig. 7000 Gruvlok Standard Coupling.. U1IJ.TliiVIVtb'IlJ Project: undefined Date: undefined I Phone: undefined Architect/ Engineer: undefined Contractor: undefined Address: undefined Notes 1: undefined Notes 2: undefined 10/03-14 Figure 7060S* Standard Tee for Fire Protection CtoE Cl Fire Protection Products TJ11 Submittal Sheet ®ANVIL INTERNATIONAL. INC. FIGURE 7060S* TEE Max. Rated Approx M. Nom. Size Pipe 00 Pressure Center to End Ea. 11/4 1.660 300 24 1.5 32 42.2 20.7 70 0.7 1½ 1.900 300 2% 1.8 40 48.3 20.7 70 0.8 2 2.375 300 314 2.4 50 60.3 20.7 83 .1.1 21h 2.875 300 334 4.0 65 73.0 20.7 95 1.8 3 3.500 300 41/4 5.8 80 88.9 20.7 108 2.6 4 4.500 300 5 10.3 100 114.3 20.7 127 4.7 5 5.563 300 51/2 16.2 125 141.3 20.7 140 7.3 6 6.625 300 61h 25.7 150 168.3 20.7 165 11.7 8 8.625 300 7% 41.1 200 219.1 20.7 197 18.6 Available galvanized. *when ordering; refer to product as FP7060S. Above fitting is cast ductile iron to AST A536 These fittings are designed to provide minimal pressure drop and uniform strength. Pressure ratings of Gruviok Fittings conforms to those of Fig. 7000 Gruvlok Standard Coupling. APPROVAL STAMP: Project: undefined Date: undefined I Phone: undefined Architect/ Engineer: undefined Contractor: undefined Address: undefined Notes 1: undefined Notes 2: undefined 10/03-15 0 4F-Available galvanized. *When ordering, refer to Product as FP7074 All sizes ductile iron conforming to ASTM A 536. Fire Protection Products Submittal Sheet ®ANVIL INtNATIONAL INC Figure 7074* Cap EtoE tFIGURE II&lLI I CAP Approx. Nom. Size Pipe 00 End to End 1 1.315 11/4 0.3 25 33.4 32 0.1 1'/4 1.660 11/4 0.4 32 42.2 32 0.2 1½ 1.900 11/4 0.5 40 . 48.3 32 0.2 2 2.375 1 0.5 50 60.3 25 0.2 2% 2.875 1 0.7 65 73.0 25 0.3 3 3.500 1 1.1 80 88.9 25 0.5 4 4.500 1% 2.8 100 114.3 29 1.3 5 5.563 1½ 4.0 125 141.3 29 1.8 6 6.625 3ç6 6.0 150 168.3 381 2.7 8 8.625 1½ 12.5 200 219.1 38 5.7 10 10.750 11h 21.9 250 273.1 38 9.9 12 12.750 1% 33.8 300 323.9 38 15.3 APPROVAL STAMP: Project: undefined Date: undefined I Phone: undefined Architect! Engineer: undefined Contractor: iindefmed Address: undefined Notes 1: undefined Notes 2: undefined 10/03-20 Lubrication: (Specify) U Standard Gruvlok U Gruvlok Xtrem6Tm (Do Not use with Grade "L") U Other (Specify): ANSI Bolts and Heavy Hex Nuts: Heat treated, oval neck track head bolts conform- ing to ASTM A183 Grade 2 with a minimum tensile strength of 110,000 psi and heavy hex nuts of car- bon steel conforming to ASTM A563. Bolts and nuts are provided zinc electroplated as standard. Metric Bolts and Heavy Hex Nuts: Heat treated, zinc electroplated oval-neck track head bolts made Of carbon steel with mechanical proper- ties per ISO 898-1 Class 8.8 or 9.8. Hex nuts are zinc electroplated followed by a yellow chromate dip. U-bolt: Cold drawn steel and zinc plated. Stainless Steel Bolts and Nuts Stainless steel bolts and nuts are also available. Con- tact a Gruvlok Representative for more information. Fire Protection Products Submittal Sheet ®ANVIL INTERNATIONAL. INC Figure 7045 Clamp-i ®, FPT Branch The Gruvlok Clamp-I provides a quick and easy outlet at any location along the pipe. A hole drilled or cut in the pipe to receive the locating collar of the Clamp-T is all that is required. The full, smooth outlet area provides for optimum flow characteristics. The Clamp-T housing is specially engineered to conform to the pipe OD and the Clamp-T gasket providing a leak tight reliable seal in both positive pressure and vacuum conditions. The maximum working pressure for all sizes is 500 PSI (34.5 bar) when assembled on standard wall steel pipe The Gruvlok Clamp-I provides for a branch or cross connection in light wall or standard wall steel pipe. The Fig. 7045 Clamp-I female pipe thread branch is available with NPT or ISO 7/1 connection and the Fig. 7046 Clamp-T has grooved-end branch connection. Clamp-I cross connections are available in various sizes allowing greater versatility in piping design. Note: Variable End Configurations are Possible Thd x Thd, Gr. x Gr. and Gr. x Thd. Sizes -- 21/2 x 1 through 8 x 4 C] 4F - Available galvanized. Material Specifications: Housing: Ductile Iron conforming to ASTM A536, Grade 65-45-12 or Malleable Iron conforming to ASTM A47, Grade 32510. Coatings: IJ Rust inhibiting lead-free paint Color. ORANGE (stan- dard) U Hot Dipped Zinc Galvanized (optional) For other Coating requirements Contact a Gruvlok Repre- sentative for more information. Gaskets: Materials (Specify when ordering) Properties as designated in accordance with ASTM D2000 13 Grade "E" EPDM (Green color code) -40°F to 230°F (Service Temperature Range) (-40°C to 110°C) Recommended for water service, diluted acids, alkalies solutions, oil-free air and many chemical services. NOT FOR USE IN PETRO- LEUM APPLICATIONS. U Grade T Nitrile (Orange color code) -20°F to 180°F (Service Temperature Range) (-29°C to 82°C) Recommended for petrolium ap- plications. air with oil vapors and vegetable and mineral oils. NOT FOR USE IN HOT WATER OR HOT AIR l Other APPROVAL STAMP: Project: undefined Date: undefined I Phone: undefined Architect/ Engineer: undefined Contractor: undefined Address: undefined Notes 1: undefined Notes 2: undefined 10/03-7 Page 1of3 Fire Protection Products Submittal Sheet ®ANVIL INTERNATIONAL. INC. Figure 7045, FPT Branch U Fig. 7045 IT U Fig. 7045 (U-BOLT) tFIGURE iAiI BRANCH (TABLE CONTINUES TO NEXT PAGE) Nominal Pipe Hole Dimensions V Max. - Clamp-I Dimensions - Bolt •Approx. Min.Diarneter Max. Diameter Size OD Working ressure I U V Threaded W z Size Wt. Each nVN(iT ñn4If! _____ ___ ___ 1niiti Thn1 Th'ni Lh111 2x½ 2.375x0.840 1½ 1% 500 2%. Ae 2% 1% 5½ 3 1%U-Bolt 3.0 50x15 60.3x21.3 38 41 34.5 54 14 67 12 140 76 - 1.4 2 x 3/4 2.375 x 1.050 11% 1% 500 E !A& 2% 1½ 51% 3 1% U-Bolt 2.9 50x20 60.3x26.7 38 41 34.5 _L_ .......ii.._ 67 38_ 140 - 1.3 2x1 2.375x1.315 1½ 1% 500 2 2% - 11% 5½ 3 ½ U-Bolt 2.9 50x25 60.3x33.7 38 41 34.5 51 14 67 38 140 76 . 1.3 2 x 11/4 2.375 xl .660 2 2% 500 2/is 2% -11h 7 1% U-Bolt 4.0 50x32 60.3x42.4 51 54 34.5 •••••55 ••• .....ij..... 73 38 178 89 - 1.8 2 x 1½ 2.375 xl .900 2 2½ 500 .23Ao /io 2½ 1½ 7 3½ ½ U-Bolt 3.9 50x40 60.3 x48.3 51 54 34.5 55 - 14 73 : - 38 178 89 - 1.8 21h x ½ 2.875 x 0.840 1½ 1% 500 21A 9/ 2½ 3 1% U-Bolt 3.0 65x15 73.0x21.3 38 41 34.5 60 14 73- 44 76 - 1.4 21% x 3% 2.875 xl .050 1½ 1% 500 2% 1 2½ iW 3 1/2 U-Bolt 2.9 65x20 73.0 x26.7 38 41 34.5 60 14 73 1/4 ff6% 44 76 - 1.3 - 2% x 1 2.875 xl .315 1½ 1% 500 2½ /16 2% 1A 3 '/ U-Bolt 2.9 65x25 7a0x3a7 38 41 34.5 57 14-- 73 44- 76 -1.3 .2% x 11/4 2.875 x 1.660 2 2% 500 27Ao A& 3% 13A 6% 33% 1% U-Bolt 3.4 65x32 73.0x 42.4 51 54 34.5 61 14 79 44 156 86 - 1.5 2%xl% 2.875x1.900 2 21h 500 2/i e 9/ 3% 1% 61% 3% ½U-Bolt 3.4 6540 73.0x48.3 51 54 34.5 61 ..._. 79 44 156 86 - 1.5 3x½ 3.500x0.840 1½ 1% 500 21h Ae 3 21% 7 3% ½U-Bolt -2.8- 80x 15 88.9x21.3 38 41 34.5 64 14 76 54 178 95 - -1.2 3x 3% 3.500x1.050 1'h 1% 500 2½ %o 3 2'4 7 3% 1/RU-Bolt 2.7 80x20 88.9x26.7 38 41 34.5 - _ 76 54 178 95 - 1.2 3 x 1 3.500 xl .315 .1% - 1% 500 2% /io 3 21A 7 33/4 1% U-Bolt 2.7 80x25 88.9x33.7 38 41 34.5 60 __. 76 54 178 95 - 1.2 3 x 11/4 3.500 xl .660 2 2% 500 2As 1½ - 3% 21A 6% 3% ½ x 2A 3.4 80x32 88.9 x42.4 51 54 34.5 ......... 38 86 54 175 95 - 1.5 3x1½ 3.500x1.900 2 2% 500 2"Ae 11% 33/a 21A 61A 33% ½x23/4 4.4 80x40 88.9x48.3 51 54 34.5 ••68 •• 38 86 54 175 95 - 20 3 x 2 3.500 x 2.375 21% 21A 500 25A 1% 31A 21% 64 •••41A %x2% 4.6 80x50 88.9x60.3 64 67 34.5 67 38 86 54 175 105 - 2.1 4 x ½ 4.500 x 0.840 1½ 1% 500 3 31& 3% 25h 73/4 3% ½ -U-Bolt 2.9 lOOx 15 114.3x21.3 38 41 34.5 ._76 14 89 67 197 95 . 1.3 4x3A 4.500x1.050 1½ 1% 500 _ 3 /io 3% 3% ½U-Bolt 2.8 100x20 114.3x26.7 38 41 34.5 76 14 89 67 95 - 1.3 4x1 4.500x1.315 1½ 1% 500 2½ %6 3% •• 3% ½U-Boit 2.7 100x25 114.3x33.7 38 41 34.5 73 14 89 2% E71h 67 95 - 1.2 4x1½ - 4.500x1.660 2 2½ 500 33M 14 374 2% 33% ½x234 4.5 100x32 114.3x42.4 51 54 34.5 4 98 67 95 2.0 4 x 1½ 4.500 x 1.900 2 21A 500 3/i 1/s 37% 25A 7½ 33/4 ½ x 23/4 4.6 100x40 114.3x48.3 51 - 54 - 34.5 ..j_ _4_ 98 67 1 191 95 - 2.1 4 x 2 4.500 x 2.375 21h 21h 500 31% 1h 4 21A 71h 11A ½ x 2% 5.2 100x50 114.3x60.3 64 67 34.5 .83 _ _4_ 102 67 191 105 - 24 4 x 2½ 4.500 x 2.875 2% 2% 500 31A& 1% - 4 21A 71h 434 1% x 2% 5.2 100x65 114.3x73.0 70 73 34.5 77 .... _4 102 67 191 111 v 24 4x3 4.500x3.500 3%35A 500 31% 1½_ 41% 2% 71% % ½x3% 6.5 100x80 114.3x88.9 89 92 34.5 ...j....... 48 108 67 191 133 - 29 4x30D 4.500x2.996 21/4 2A 500 31/16 1/ 4 2% 71h 41h ½x23% 5.2 10ox80 114.3x76.1 70 73 34.5 77 1 48.... 102 67 191 1 111 - 2.4 er sizes on next page) Page 2 of 3 Fire Protection Products I TCIT7 Submittal Sheet AIWIL INTERNATIONAL, INC. Figure 7045, FPT Branch IJ Fig. 7045 Fig. 7045 hi-I (U-BOLT) 1' FI GURE ilNI BRANCH (CONTINUED FROM PREVI OUS PAGE) Nominal Pipe Hole Dimensions V Max. Clamp-I Dimensions Salt Min.Diameter Max. Diameter T U V Threaded Wt. Eac '10 h W Y z Size OD Working Psuré Size Appr' I ex. W/ON(niin)1 InTü Iã'tnm 1j5iN-All" 9NOW Unhi i iishr rinVñi lnYiflAi1 W/nü fn4i Lb?I1(1)1 5x1% 5.563x1.660 2 21A 500 3Wi6 1% 4% 31/4 91.4 33,4 %x3% 5.4 125x32 141.3x42.4 51 54 34.5 94 48 111 83 232 95 - 2.4 50½ 5.563x1.900 2 21% 500 3"/16 136 4% 31.4 91A 33% %x3% 5.5 125x40 141.3x48.3 51 54 34.5 1 94 1 48 1 111 83 232 95 - 2.5 5 x 2 5.563 x 2.375 21h 2% 500 3% 1% 41h 31/4 91% 41A % x 3/ 5.7 125x50 141.3x60.3 64 67 34.5 95 48 114 83 232 105 - 2.6 5 x 21h 5.563 x.2.875 2A 24 500 33A6 11A 43% 31% 914 434 5,4 x314 7.0 125x65 141.3x73.0 70 73 34.5 81 48 121 83 232 111 - 3.2 5x3 5.563x3.500 31h 35A 500 4 1% 5 31/4 9½ 51/4 5%x31.4 8.7 125x80 141.3x88.9 89 92 34.5 102 48 127 83 232 133 - 3.9 5 x 3 OD 5.563 x 2.996 2/4 21A 500 3,io 136 43% 31% 91A 4% % x 41/4 7.0 125x80 141.3x 76.1 70 73 - 34.5 81 48 121 83 232 111 - 3.2 6 xl% 6.625 x 1.660 2 21.4 500 4/is 2 474 374 10% 3% % x 41/4 7.8 150x32 168.3x42.4 51 54 34.5 106 51 124 98 257 95 - 3.5 6x1½ 6.625x1.900 2 21A 500 06 2 47% 374 101.4 33% %x4% 7.8 150x40 168.3x48.3 51 54 34.5 106 51 124 98 257 95 - 3.5 6x2 6.625x2.375 21h 21h 500 41A 2 47% 374 10% 4% %x4% 7.8 150x50 168.3x 60.3 64 67 34.5 105 51 124 98 257 105 • 3.5 6x2½ 6.625x2.875 2% 2% 500 41h 2 51A 31A 10% 41A %x4% 8.4 150x65 168.3x73.0 70 73 34.5 105 51 130 98 257 111 - 3.8 6x3 6.625x3.500 31,4 35/ 500 4% 2 5% 37% 10% 51.4 %x41.4 9.6 150x80 168.3x88.9 89 92 34.5 111 51 137 98 257 133 - 4.4 6 x 3 00 6.625 x 2.996 2% 24 500 4% 2 51h 37% 10½ 4% 5,4 x 41% 8.4 150x80 -168.3x 76.1 70 73 34.5 105 51 130 98 257 111 - 3.8 6x4 6.625x4.500 41% 45A 500 4% 2 . 51,4 37% 10% 6'h 54x4% 10.5 150x 100 168.3x 114.3 114 117 34.5 111 51 140 98 257 165 - 48 8x2 8.625x2.750 21h 24 500 5/ie 21% 6% 5 121/4 4% %x4% 11.2 200x50 219.1x70.0 64 67 34.5 151 57 171 127 324 111 - 5.1 8 x2½ 8.625 x 2.875 2% 2% 500 5/i6 21/4 61% 5 121/4 43A % x 41h 11.1 200x65 219.1x73.0 0 73 34.5 134 57 159 127 324 111 - 5.0 8x3 8.625x3.500 31h 31A 500 5% 21% 6% 5 121.4 51.4 3hx41h 13.0 200x80 2.19.1x88.9 89 92 34.5 137 57 162 127 324 1 133 - 5.9 8 x 3 OD 8.625 x 2.996 2% 21A 500 55/ e 21.4 61% 5 121/4 4% 1.4 x 41h 11.1 200x80 219.1x76.1 70 73 34.5 134 57 159 127 324 111 - 5.0- 8A 8.625x4.500 41h 45/s 500 1 51A 1 214 61h 5 12% 61h 3/4x4½ 16.2 200x 100 1 219111143 114 117 34.5 137 57 165 127 324 165 - 7.3 Note: 21,2". 5" and 6" Nom. size run pipe may be used on 3" OR 51,2" OD and 6112" OD doe (Additional smaller sizes on orevious oaoe V Based on use with standard wall pipe. Not for use in copper systems. 10/03-9 Page 3 of 3 - Available galvanized. Fire Protection Products Submittal Sheet AWIL I oqlr INTERNATIONAL. INC. Figure 7046 Clamp-T®, Grooved Branch The Gruvlok Clamp-T provides a quick and easy outlet at any location along the pipe. A hole drilled or cut in the pipe to receive the locating collar of the Clamp-T is all that is required. The full, smooth outlet area provides for optimum flow charac- teristics. The Clamp-T housing is specially engineered to conform to the pipe OD and the Clamp-T gasket providing a leak tight reliable seal in both positive pressure and vacuum conditions. The maximum working pressure for all sizes is 500 PSI (34.5 bar) when assembled .on standard wall steel pipe. The Gruvlok Clamp-T provides for a branch or cross connection in light wall or standard wall steel pipe. Clamp-T cross connections are available in various sizes allowing greater versatility in piping design. Note: Variable End Configurations are Possible -- Thd x Thd, Gr. x Gr. and Gr. x Thd. Sizes -- 21/? x V through 8'x 4 Material Specifications: Housing: Ductile Iron conforming to ASTM A536, Grade 65-45-12 or Malleable Iron conforming to ASTM A47, Grade 32510. Coatings: 0 Rust inhibiting lead-free paint Color ORANGE (stan- dard) U Hot Dipped Zinc Galvanized (optional) For other Coating requirements contact a Gruviok Represen- tative for more information. Gaskets: Materials (Specify when ordering) Properties as designated in accordance with ASTM D2000 U Grade "E EPDM (Green color code) -40°F to 230°F (Service Temperature Range) (-40°C to 110°C) Recommended for water service, diluted acids, alkalies solutions, oil-free air and many chemical services.NOT FOR USE IN PETROLEUM APPLICATIONS. U Grade "r Nitrile (Orange color code) -20°F to 180°F (Service Temperature Range) (-29°C to 82°C) Recommended for petrolium appli- cations. air with oil vapors and vegetable and mineral oils.NOT FOR USE IN HOT WATER OR HOT AIR IJ Other APPROVAL STAMP: Project: undefined S Date: undefined I Phone: undefined Architect / Engineer: undefined Contractor: undefined Address: undefined Notes 1: undefined Notes 2: undefined 10/03-10 Page 1 of 2 Lubrication: (Specify) l Standard Gruvlok Gruvlok Xtreme (Do Not use with Grade "L") 0 Other (Specify): U-bolt: Cold drawn steel and zinc plated. ANSI Bolts and Heavy Hex Nuts: Heat treated, oval neck track head bolts conform- ing to ASTM A183 Grade 2 with a minimum tensile strength of 110,000 psi and heavy hex nuts of car- bon steel conforming to ASTM A563. Bolts and nuts are provided zinc electroplated as standard. Metric Bolts and Heavy Hex Nuts: Heat treated, zinc electroplated oval-neck track head bolts made of carbon steel with mechanical prop- erties per ISO 898-1 Class 8.8 or 9.8. Hex nuts are zinc electroplated followed by a yellow chromate dip. U-bolt: Cold drawn steel and zinc plated. Stainless Steel Bolts and Nuts Stainless Steel Bolts and Nutsare also available. Con- tact a Gruvlok Representative for more information. Figure 7046 GR Branch Fig. 7046 Fig. (U-BOLT) Fire Protection Products Submittal Sheet oANYM qw INTERNATIONAL. INC. FIGURE 7046-GR BRANCH Nominal Pipe Hole Dimensions y Max Clamp-I Dimensions * __ ' __ Bolt ( . Min.Max.. Size OD V V U Size An. Wt Each Diameter Diameter Pressure Grooved 'V I L 11niVN(mml Thnm JnJnm1P0114,7007 AWAM OilJfanm' sflnygiml S1nmw lUnVmm, qInqmm Jiz!mmd 'LbspV 2'/2 X l'/4 2.875 x 1.660 2 21A 500 2/i /ie 31h 1% 614 3½ ½ U-Bolt 3.4 65x32 73.0x42.4 51 54 34.5 61 14 79 44 156 89 - 1.5 21h x 1½ 2.875 xl .900 2 21A 500 2'/,6 /16 31A 1/4 61A 3½ 14 U-Bolt 3.4 65x40 73.0x 48.3 51 54 34.5 61 14 79 44 156 89 - 1.5 3 x 1/ 3.500 x 1.660 2 2% 500 2"As 1% 3½ 2% 64 3% 'Ax 2% 3.4 80x32 88.9x42.4 51 54 34.5 68 38 89 54 175 95 - 1.5 3 x 1½ 3.500 x 1.900 2 2% 500 2"/lG 1½ 3½ 214 61A 3/ 14 x 2% 4.4 80x40 - 88.9x48.3 51 . 54 34.5 68 38 - - 89 - 54 175 95 - 2.0 3x2- 3.500 x 2.375 21h 2% 500 24 11h 314 21% 64 41A 'Ax 2/4 4.6 BOx 50 88.9x 60.3 64 67 34.5 67 38 89 54 175 105 - 2.1 4x1'A 4.500x1.660 2 214 500 33As 1% 4 i 2% 71h 31/4 '4x2% 4.2 100x32 114.3x42.4 51 54 34.5 81 48 102 67 191 95 - 1.9 4 x 11A 4.500 x 1.900 2 21A 500 33/, l4 4 2% 71h 31/4 'Ax 2% 4.3 100x40 114.3x48.3 51 54 34.5 81 48 102 67 191 95 - 2.0 4x2 4.500x2.375 21/2 2% 500 31/4 14 4 2%- 71h 41A ½x2% 4.6 100x50 114.3x60.3 64 67 - 34.5 83 48 102 67 191 105 • . 2.1 4 x 21h 4.500 x 2.875 2% 2% 500 3'/,& 17A 4 21A 71h 434 'Ax 23/4 5.0 100x65 114.3x73.0 70 73 34.5 77 48 102 67 191 111 - 2.3 4x3 4.500x3.500 31h 34 500 31/4 14 4 2% 71h 5% %x3'h 5.6 100x80 114.3x88.9 89 92 34.5 83 48 1 102 -67 191 133 - 2.5 5 x 11A 5.563 x 1.660 2 21A 500 3h1/, 1% 41/4 31/4 91A 3% %x3% 5.6 125x32 141.3x42.4 51 54 34.5 94 48 108 83 232 95 - 2.5 5 x 11h 5.563 x 1.900 2 214 500 3I1/ 1% 41/4 31/4 914 31/4 % x 31/4 5.6 125x40 141.3x48.3 51 54 345 94 48 lOB 83 232 95 - 2.5 5x2 5.563x2.375 21h 2% 500 3% 17A 41A 31/4 91A 41A %x3'A 5.5 125 x50 141.3x 60.3 64 67 34.5 95 48 lOB 83 232 105 - 2.5 5 x 21h 5.563 x 2.875 2/4 2A 500 33/, 1% 414 31/4 91A 43A % x 31A 5.8 125x65 141.3x73.0 70 . 73 34.5 81 48 108 83 232 111 - 2.6 5 x 3 5.563 x 3.500 31h 3% 500 4 1% 45% 31/4 9% 51/4 %x3% 7.1 125x80 141.3x88.9 89 92 34.5 102 48 117 83 232 133 - 3.2 6x1½ 6.625x1.900 2 21A 500 43/m 2 5 374 10% 33/4 %x4'/4 7.2 150x40 168.3x48.3 51 54 34.5 106 51 127 98 257 95 • 3.3 6x2 6.625x2.375 21/s 25A 500 41A 2 5 374 10% 41h %x 4'A 7.8 150x50 168.3x 60.3 64 67 34.5 105 51 127 98 257 105 • 3.5 6x21A 6.625x2.875 2% 21A 500 414 2 51% 31A 10% 41A %x4% 7.6 150x65 168.3x 73.0 70 73 34.5 105 51 130 98 257 III 3.4 6x3 6.625x3.500 3½ 3% 500 4% 2 5% 3½ 10'A 5% _________ %x4% 8.0 150 x80 168.3x 88.9 89 92 34.5 111 51 130 98 .257 133 3.6 6 X 4 6.625 X 4.500 4½ 41% 500 41A 2 51/4 374 10% 61h % x 41/4 10.4 150x100 168.3x114.3 114 117 34.5 133 98 257 165 4.7 8 x 2 8.625 x 2.375 2½ 2% 500 51%6½ 5 12% 4% % x 4% 10.4 200x50 219.1x60.3 64 67 34.5 130 156 127 324 108 - 4.7- 8 x 21A 8.625 x 2.875 2% 2A 500 55/ 111 M2%/4 6% 5 12% 4% % x 4% 10.6 200x65 219.1x73.0 70 73 34.5 134 156 127 324 III . M20x 110 4.8 8x3 8.625x3.500 3% 3% 500 5%614 5 12% 51/4 %x4% 11.5 200x80 219.1 x88.9 89 92 34.5 137 156 127 324 133 M20x 110 5.2 8x4 8.625x4.500 4½ 4% 500 5% 61/4 5 12% 6'A 1/4 x41h 16.2 200x100 219.1x114.3 114 117 34.5 137 1 57 159 127 324 165 M20x 110 7.3 Note: 2W. 5 and 6 Nom. size run Dice may be used on 3 OD. 51h' OD and 61N OD ninc * All bolts and nuts are of track head design and are zinc plated conforming to ASIM B-633. V Based on use with standard wall pipe. Not for use in copper systems. 10/03-11 Page 2 of 2 Fire Protection Products Submittal Sheet ANVIL INTERNATIONAL, INC. Figure 7012* Gruvlok Flange The Gruvlok Figure 7012 Flange allows direct connection of Class 125 or Class 150 flanged components to a grooved piping system. The two halves of the 24 thru 12" sizes of both Gruvlok Flanges are drawn togeth- er by a latch bolt which eases assembly on the pipe. A specially designed gasket provides a leak-tight seal on both the pipe and the mating flange face. Working pressure ratings shown are for reference only and are based on schedule 40 pipe. For the latest UL/ULC Listed and FM approved pressure ratings versus pipe schedule, see www.anvilintl.com or contact your local Gruvlok Sales Rep. I 0 49-Available galvanized. 'When ordering, refer to product as FP7012. Gruvlok Flanges have designed-in anti-rotation tongs which bite into and grip the side of the pipe groove to provide a secure, rigid connection. Flange comes complete with Grade "E" EPDM Gasket. FIGURE 7012 GRUVLOK FLANGE: ANSI CLASS 125 & 150 Range of SPECIFIED RANGE' SEALING MATING SPECIFIED' Nominal Pipe Max. Wk. Max. End Latch TORQUE § V .ThMEtISIONS. SURFACE FLANGE BOLTS . TORQUE-.§Approx. Size 00 Pressure Load Bolt Size Mm Max X Y 2 AMax B Mm Size (ANSI) Min Max Wt Ea .In;/mm'Jn.imm,!In./mm AJn./mmiPN1O15) 'In "Jt.LbsjW-M Lbs./kg 2 V 2.375 300 1,329 %x2% 30 45 :6> :8%' % 1 2% 3A 4VV %x2%..lo V ,150' I 4.2 50 603 207 591 M10x70 40 60 59 213 19 1 60 87 13 203 19 2% 2.875 300 1,948 % x 2% 30 45 7 9 % "I 27A 4 4 4 xt2% 12 150 46 65 73.0 20.7 8.66 M10x70 40 60 7B --24'1 19, 73 102 .:-': 13' 203 2.1 3 3.500 300 2,886 %x2% 30 45 77A 10½, 1% 3% 4°Ao 4 V %X2%'' 120,150, I 6.0 80 88.9 20.7 12.84 WWII 40 60 200 267.V1.19. 89 116 ........V 163 V 203 1 2.7 4 4.500 300 4,771 %x2% 30 45 9V .1114 V 3/2VV 41/2 53i e 8 VV ,%23/4: 120 150 6.3 100 114.3 20.7 21.22 M10x70 40 60 229 '292 .19 114 141 V .. V ", 53 -.203 1 2.9 5 5.563 300 7.292 %x2% 30 45 10 121h.'4: 51M 61YA :•8., ,3'4" 2 220 260, 8.8 125 1413 207 3244 M10x70 40 60 254 918 22 141 171 - - 298 i631 40 6 6.625 300 V 10,341 3/2 x 21/4 30 45 13 14 '% I 6% 7'3i 8 %.x.3% .220 260 96 150 168.3 20.7 46.00 M10x70 40 60 27935L V '22.J 168 198 '..- 299, 353 4.4 8 8.625 300 17,528 %x2% 30 45 13'h 16% 1 1 8% 10 1 8 A014 220 160 156 200 2191 207 7797 M10x70 40 60 341 t 14-19 25 219 254 1' _- - 2U8 353 1 71 10 10.750 300 27,229 %x2% 30 45 16.' 19 1 I 103/4 12'4 - V V 12,! x39 360'. 420. 18.2 250 2731 207 121.12 MIOx 70 40 60 401? 483 25 1 273 308 - - 488 570 83 12 12.750 300 38,303 % x 21/4 30 45 19 21% 1% 123A 14% 12 %(354 360 420 299 300 323.9 20.7 170.38 M10x70 40 60 483 552 .1 324 359 : 498. 570 1 13.6 i 110 L3WVIUK riango 0011 11010 panem conwrnis w MPibi r.iass 13U and i.iiass i25fianges. Ruder To Gruvlok Products catalog or Anvils web site for more information on installing Gruvlok flange adapter insert required when mating to rubber surfaces or serrated faced this flange mating flanges. V Mating flange bolts must be at least Intermediate Strength Bolting per ASME B16.5. § - For additional Bolt Torque information and Coupling Data Chart Notes, from main menu Bolts with material properties equal or greater than SAE J429 Grade 5 are acceptable. APPROVAL STAMP: Project: undefined Date: undefined. I Phone: undefined Architect! Engineer: undefined V Contractor: undefined Address: undefined Notes 1: undefined Notes 2: undefined 10/03-5 Page 1 of 2 Figure 7012* Gruvlok Flange Fire Protection Products Submittal Sheet ®ANVIL INTERNATIONAL. INC. 10k Figure 7012 13 Flange Grooved Pipe-/ / uviok Flange Adapter Insert Mating Flange Gruvlok Figure 7012 Serrated Face Component or 7013 Flange Mating Flange Grooved Pipe./ / \Flange Rubber Surface Gruvlok Flange Adapter Insert A. The sealing surfaces A Max. to B. Mm. of the mating flange must be free from gouges, undulations and deformities of any type to ensure proper sealing of the gasket - B. Gruvlok Flanges are to be assembled on butterfly valves so as not to interfere with actuator or handle operation. C. Do not use Gruvlok Flanges within 90 degrees of one another on standard fittings because the outside dimensions may cause interference. Gruvlok Flanges should not be used as anchor points for tie-rods across non-restrained joints. Fig. 7012 and Fig. 7013 Gruvlok Flange sealing gaskets require a hard flat surface for adequate sealing. The use of a Gruvlok Flange Adapter Insert is required for applications against rubber faced valves or other equipment The Gruvlok Flange Adapter Insert is installed between the Gruvlok Flange sealing gasket and the mating flange or surface to provide a good sealing surface area. Gruvlok Flanges are not recommended for use against formed rubber flanges. An additional bolt is recommended for the hinge side of the 2" - 12" Figure 7012 when connection to lug valves. Contact Gruvlok for Di-Electric Flange connections. Applications which require a Gruvlok Flange Adapter Insert: When mating to a wafer valve (lug valve), if the valve is rubber .faced in the area designated by the seating surface dimensions (A - - Max. to B Mm.), place the Gruvlok Flange Adapter Insert between the valve and the Gruvlok flange. When mating to a rubber-faced metal flange, the Gruvlok Flange Adapter Insert is placed between the Gruvlok Flange and the rubber-faced flange. When mating to a serrated flange surface, a standard full-faced flange gasket is installed against the serrated flange face and the Gruvlok .Flange Adapter Insert is placed between the Gruvlok Flange and the standard Flange gasket When mating to valves or other component equipment where the flange face has an insert, use procedure described in note 3. 10/03-6 Page 2 of 2 Fig. 7044 BRANCH OUTLET For direct connection of sprinkler heads, drop nipples and/or gauges, just cut a hole, saddle up and fasten it with the U-bolt Ductile iron housings with Grade E gasket and carbon steel U-bolt (% dia.) with flanged nuts. Ductile iron housings are available black or galvanized. Max Working Pressure: 175 PSI (12.1 bar) Drill the appropriate size hole in the pipe and Lubricate the gasket with GruvIok8 lubricant. Make sure the fitting is properly located about remove burrs from around the hole. Visually Attach the U-bolt from the other side and the hole and tighten the nuts alternatively, to a inspect the gasket seating area for surface fasten the nuts finger tight. recommended torque of 30 Lbs.-Ft. (40N-m). defects which may prevent gasket sealing. orI2. pman lI,*. FIGURE 7044 BRANCH OUTLET Hole Dia. Dimensions Take-out Approx. Nom. Size Pipe OD Mm - Max A B C T Wt. Each 11/4 X 1/2 1.660 x 0.840 1.18-1.25 2.08 3;50 2.20 1.38 0.8 32x15 42.4x21.3 30-32 53 89 56 35 0.4 1%X% 1.660 x 1.050 1.18-1.25 2.08 3.50 2.20 1.38 0.8 32x20 42.4 x26.7 30-32 53 89 56 35 0.4 1'/4X1 1.660x1.315 1.18-1.25 2.20 3.50 2.20 1.50 0.9 32x25 42.4x33.7 30-32 56 89 56 38 0.4 1½ x /2 1.900 x 0.840 1.18-1.25 2.16 3.50 2.20 1.38 0.8 40x15 48.3x21.3 30-32 55 89 56 35 0.4 1'hx3/4 1.900x1.050 1.18-1.25 2.16 3.50 2.20 1.38 0.8 40x20 48.3x26.7 30-32 55 89 56 35 0.4 1½x1 1.900x1.315 1.18-1.25 2.28 3.50 2.20 1.50 0.9 40x25 48.3x33.7 30-32 58 89 56 38 0.4 2 x ½ 2.375 x 0.840 1.18-1.25 2.51 3.85 2.20 1.65 0.8 50x15 60.3x21.3 30-32 64 98 56 42 0.4 2x 3A 2.375x1.050 1.18-1.25 2.51 3.85 2.20 1.65 0.8 50x20 60.3x 26.7 30-32 64 98 56 42 0.4 20 2.375 x 1.315 1.18-1.25 2.63 3.85 2.20 1.77 0.9 50x25 60.3x 33.7 30-32 67 98 56 45 0.4 2½ x'/2 2.875 x 0.840 1.18-1.25 2.71 4.37 2.20 2.00 0.8 65x15 73.0x2t3 30-32 69 111 56 51 0.4 2'hx 2/ 2.875x1.050 1.18-1.25 2.71 4.37 2.20 2.00 0.9 73.0x26.7 30-32 69 111 56 51 0.4 M 2.875 x 1.315 1.18-1.25 2.83 4.37 2.20 2.13 1.0 73.0x33.7 30-32 72 111 56 54 0.5 -22- tqco Fire& Security inplexGrinnell FIRE SPRINKLER MATERIAL; SUBMITTAL H SECTION 5;LD-0LETS M ERIT - I : FIFfl flFsirmi. SFr ago IV L VFfl I IRTFI1 III 01 7-11" III :1 10(eI.'Is1:1 I.1:1i 1ii Merit Weld-Miser Tee-Lets Welding Branch Outlet Fittings offer the user a high strength, low cost forged thread- ed and grooved line of fittings specifically designed and manufactured to be installed on schedules 5 thru 10, propri- etary thin wall flow pipe and standard wall pipe. Unified Désigi6 Series Merit's Unified Designm Series carries all important design considerations into its entire line of welding branch outlet fittings. Merit Weld-Miser Tee-Lets are designed and manufactured to reduce the amount of weld required to install the Tee-Lets on thin wall or proprietary flow pipe. Typically only one weld-pass completes the installation. Merit Tee-Lets install with less weld volume than any other brand of welding outlet fittings for fire sprinkler appli- cations. To accomplish this: The contoured end of the fittings employs a reduced outside diameter. Two major advantages are immediately apparent: The thinner wall on the contoured end permits welding temperatures to be matched to the thickness of the branch line or main thereby insuring complete penetration without cold welds, weld roll-off, bum-through or excessive distor- tion. On the smaller sizes a heavier section is maintained on the threaded end of the fitting. This protects the threads from damage during shipping and handling prior to installation as well as from weld distortion. Each outlet size 1-1/2" and larger, whether male or female threaded, grooved or beveled requires the same hole size in the header pipe. This simplifies the installa- tion process. - General Specifications Tee-Let welding outlet fittings are manufactured from highly weldable steel which conforms to the chemical and physical require- ments of ASTM A-53, Grades A or B, Type E. Ease of installation is assured when automatic welding equipment is used to install Merit Tee-Lets. Threads are cut in accordance with the requirements of ANSI 13I.20.1, 300 lb. class, national standard for tapered pipe threads. B821:1985 BSPT threads are available. Tee-Let threaded and grooved welding outlet fittings are UL/ULC Listed, and FM Approved for use in the fire sprinkler systems installed in accordance with the requirements of NFPA Bulletin 13. They are rated for 300 PSI operation in fire sprinkler systems, and higher pressures in other non-critical piping systems. Send for pressure ratings per ASME/ANSI B31. Tee-Lets are offered in a wide variety of header sizes. The consolidated header sizes shown in the following charts allow the fit- tings to be installed on more than one header size, while permitting the first size listed to fit the header perfectly, while a small gap along the longitudinal centerline of theheader Will appear for the second size listed. Branch Outlet Fittings shall be Merit Weld-Miserm. Tee-Leto, lightweight forged steel, employing low weld volume profile to provide for full penetration welds with minimum bum-through. and pipe distortion on schedules 5 thru 10, proprietary thin wall, and standard wall pipe. Threads are to be ANSI B1.20.1, tapered 300 lb. class or BS21 :1985, and the bore of the fittings calculated to improve flow. Welding outlets to be UL Listed, FM Approved for use conforming to NFPA, Bulletin 13 and pressure rated for 300 PSI maximum. Tee- Letsw by Merit Manufacturing Corporation, Pottstown, Pennsylvania 19464 U.S.A. How to order - Use either of the following methods for ordering Merit® Weld-Miser Tee-Lets®. Method No.1 - Specify quantity desired followed by-the part number shown in the "dimensions" chart for the type and size of outlet desired. Method No.2 - Use the following system: - _______ x ia Merit Steel Quantity Outlet Size Header Size Weight End Tee-Let Material I I tt Always order Column 'A Insert size Sol. 10 A - Female Thread a few more of chart consolidation Standard B - Male Thread than actually from C - Cut Groove Type A an Female Threads llhnensiwis & corresponding Part Numbers -- hi/nm - Weight Pait iiiiiF Nominal Outlet Inside Make Number OSPT Outlet Size A Header Size B Length Size C Diameter SizeD up Size N Each Lb. / icgs 1002002 1/4x 1-1/48 -- 6-200 1104 1005012 1)2x 1-1/4-1-1/2 1.063 0.700 0.500 0.171 1005015 t$x 32-40 77.0 IflI 12.1 11.138 1-1/2-2 1.063 0.706 0.500 0.171 40 -50 27.0 1711 12.1 11118 2-2-112 1.063 0.700 0.500 0.171 - (1005020 - 55.115 27.0 1711 12.7 0.00 1005025 .2-1/2-8 1.063 0.700 0.500 0.169 - 110- 200 27.0 1111 12.1 0.08 1007012 3/4 x 14/4 -1-112 1.125 0.900 0.500 0.260 192 37 -40 2116 22.9 12.7 5.12 1-1/2-2 1.125 0.900 0.500 0.260 1007015 40 50 2211 22.9 17.7 0.12 1001020 2-2-1/2 1.125 0.900 11500 0.260 - 50-85 2116 22.9 12.7 11.12 2-1)2-8 1.125 . 0.900 0.500 0.256 1007025 65-200 28.8 22.9 12.7 0.12 1010012 11 1-1/4 -1-1/2 1.250 1.145 0.500 0.331 1115512 25x All. 71.8 2111 12.7 015 1-1/2-2 1.250 1.145 0.600 0.331 1010015 1110910 40-56 31.8 28.1 1117 6.15 2-24/2 1.250 1.145 6.500 0.320 1010020 1110020 80-55 31.11 291 111/ 1115 2-112-3 1.250 1.145 0.500 0.314 1010025 1115525 85-80 3111 29.1 12.7 1114 3-4 1.258 1.145 0.500 0.369 1010030 11111035 80-100 31.8 2111 12.7 0.14 5-8 1.250 1.145 0.500 0.291 1010050 1110050 - 125-290 31.8 29.1 12.7 0.13 1012012 1-1/4x 1-1/4-1-1)2 1.375 1.490 0.500 0.432 1112012 32 x 32-40 3411 37.8 1111 .019 1-1/2-2 1.375 1.490 8.500 0.421 1012015 1112018 40-50 34.9 37.8 12.7 .019 2-2-1/2 1.375 . 1.490 0.500 0.421 1012020 1112020 50-65 3411 37.8 12.7 .019 2-1/2-3 .1.375 1.490 0.500 0.411 1012025 1112025 65-80 34.9 37.0 . 12.7 .019 3-4 1.375 1.490 0.500 0.389 1012030 1112030 80-100 34.9 37.8 12.7 .018 5-8 1.375 1.490 0.500 0.369 1012050 1112050 125-200 34.1) 37.8 12.7 1118 Note: Tee-lets are manufactured to fit size-on-size, that is the contoured shape on a given Tee-Let is made to fit perfectly on the first listed header size. If installed on the se ond header size marked on the fitting, a slight gap of approximately 1/32" will appear along the longitudinal centerline of the header. For example, a 1" x 2 - 2-1/2" Tee-LEt, a 1" outlet fitting manufactured to fit perfectly on the 2 header size listed, while leaving a 1/32" gap along the longittdnSl centerline of the 2-1/2" size. If a perfect fit is requiri two Fire& Security rnplexGrinnell MEFRiT ELIMINATOR ADJUSTABLE DROP NIPPLES MODELSV. &F Merit Eliminator Adjustable Drop Nipples eliminate the need to cut drop nipples for positioning sprinkler assemblies flush to the finished ceiling. Available in two models, female or male thread inlet, with three standard lengths with adjustment up to 3 inches (7.62 cm) UL Listed, FM Approved, and BSA-NYC Approved for installation to NFPA Bulletin 13 requirements. Vds Approved for the European market. Cold formed from steel conforming to ASTM A-53, grades E or F. Inner nipples employ two (2) "0-Rings" to provide added assurance of sealing. The "F" Model is designed to keep "0-Rings" from impinging upon the one inch (1") inlet threads when fully retracted. The bore of the outer nipple is precision formed to a tolerance of +/-.001" while held to a microfinish of 50 to provide for positive sealing of the "0-Rings". Each unit is hydrostatically tested to insure "0-Ring" integrity prior to shipment. Each unit is marked with a lot number to insure full traceability. Qualifying tests on all models are performed at 1500 PSI, while the various models are rated for 300 PSI operation. Threads are cut to be better than or equal to the requirements of ANSI Bl.20.l, NPT. BSP or DIN 2999 threads also available. TYPICAL INSTALLATION AND SUGGESTED SPECIFICATION FOR Eliminator Adjustable Drop Nipples ANOPIPE Mkx I I I ' -MOOEI.lr III LENIN MODEL F INSTALLATION MODEL 'M' INSTALLATION DRAWING OF MODEL 'F' & 'M' VPTorDIN VNPTorDN MALE THREAD INLET F ALE THREAD INLET MAX tfflfl:1 l l 1L4 UNM wx I. 1?aNPT Wor314 FEMALE THREAD OUTLET FEMALE THREAD OUTLET Model Part Inlet Outlet Mm. Max. Max. Max. Weight No. No. Length Length Adjust. Sprinkler Lbs. Inch Inch Inch Orifice KGS. CM CM CM Inch CM M1.150* 531150 1" 1/2" 4.125 5.125 1.00 0.531 1.00 male female 10.48 13.02 2.54 1.35 0.45 M3.150 533150 1" 1/2" 6.125 9.125 3.00 0.531 1.25 male female 15.56 23.18 7.62 1.35 0.57 ME3.150* 543150 1" 1/2" 7.875 10.875 3.00 0.531. 1.50 male female 20.00 27.62 7.62 1.35 0.68 F1.150 501150 1" 1/2" 3.500 4.500 1.00 0.625 0.80 female female 8.89 11.43 2.54 1.59 0.36 F2.150* 502150 1" 1/2" 4.500 6.500 2.00 0.625 1.00 female female 11.43 16.51 5.08 1.59 0.45 F3.150 503150 1" 1/2" 5.500 8.500 3.00 0.531 1.25 female female 13.97 21.59 7.62 1.35 0.57 F3.175 503175 1" 3/4" 6.820 10.000 3.00 0.625 1.25 female female 15.00 22.00 7.62 1.59 0.57 All models are available with BSPT/DIN Threads and Zinc Chromate Plating *Special Order For Sprinkler Piping Systems... Specify Merit Eliminator Adjustable Drop Nipples Sprinkler piping systems shall employ Merit Eliminator Adjustable Drop Nipples (Models M & F) to provide flush fit of the sprinkler assembly (concealed, recessed, or pendant) to the finished ceiling. Adjustable Drop Nipples shall be formed from steel tube conforming to ASTM A53, Grade E or F, threaded per ANSI B 1.20.1 or DIN 2999, contain two ethylene propylene (EPDM) "0" rings for sealing purposes, while the bore of the outer case of the Adjustable Drop Nipple have minimally a 50 microfinish and held to +1-0.001" to insure sealing over the entire range of adjustment. The Adjustable Drop Nipple shall be Underwriters Laboratories, Inc. Listed, Factory Mutual Research Corp. and Verband der Sachversicherer e. v. Approved for installation in accordance with Bulletin 13 of the National fire Protection Association. Eliminator Adjustable Drop Nipples are to be manufactured in the United States of America by Merit Manufacturing Corporation, Pottstown, PA 19464-3811. MADE IN U.S.A. MERIT MANUFACTURING CORPORATION 319 Circle of Progress Pottstown, Pennsylvania 19464-3811 (610) 3274000 - Fax (610) 970-9282 Fax Toll Free 1-800-543-7013 Copyright 1998 by Merit Manufacturing Corporation tqco Fire& Security nplexGrinnell FIRE SPRINKLER MATERIAL SUBMITTAL SEcTION.:7: 1IANGERS (GENERAL) HRU 8 INCH PIPE DAL C O INCORPORATED CORONA. CA (909)737-5599 Fig. 200 "Trimline"Adjustable Band Hanger Size Range - 1/2 thru 8 inch pipe. Material - Carbon Steel, Mu. Galvanized to G-90 specifications. Function - For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features (1/2 thru 2 inch) Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut from separating with hanger. Hanger is easily installed around pipe.. (2-1/2 thru 8 inch) Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. Approvals - Underwriters' Laboratories Listed (1/2" thru 8") in the U.S. (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (3/4" thru 8"). Conforms to Federal Specifications WW-H-171 E, Type 10, and Manufacturers Standardization Society SP-69, type 10. Maximum Temperature - 6500F. Finish - MU. Galvanized, for Stainless Steel materials order Tolco Fig. 200WON. Order By - Figure number and pipe size. PIPE ROD SIZE A B MAX. REC. APPROX. SIZE INCH METRIC* LOAD LBS. WTJIOO 1/2 3/8 8mm or 10mm 3-1/8 2-5/8 400 11 3/4 3/8 8mm or 10mm 3-1/8 2-1/2 400 11 1 3/8 8mm or 10mm 3-3/8 2-5/8 400 12 1-1/4 3/8 8mm or 10mm 3-3/4 2-7/8 400 13 1-1/2 3/8 8mm or 10mm 3-7/8 2-7/8 400 14 2 3/8 8mm or 10mm 4-1/2 3 400 15 .2-1/2 3/8 10mm 5-5/8 4-1/8 600 27 3 3/8 10mm 5-7/8 4 600 29 3-1/2 3/8 10mm 7-3/8 5-1/4 600 34 4 3/8 10mm 7-3/8 5 1000 35 5 1/2 12mm 9-1/8 6-1/4 1250 66 6 1/2 12mm 10-1/8 6-3/4 1250 73 8 1/2 12mm 13-1/8 8-3/4 1250 136 *Order Fig. 200M 517/2001 -89- D TO.__ INCORPORATED CORONA, CA (909)737-5599 ® c® Fig. 25 Surge Restrainer Size Range - One size fits 3/4 thru 2 inch pipe. Material - Steel. Function - Designed to be used in conjunction with Tolco Band Hangers to restrict the upward movement of piping as it occurs during sprinkler head activation or earthquake type activity. The surge restrainer is easily and efficiently installed by snapping into a locking position on the band hanger. This product is intended to satisfy the requirement as indicated in the National Fire Protection Association (NFPA #13,1999 Edition), 6-2.3.3, 6-2.3.4, and A-6-2.3.3. Can be used to restrain either steel pipe or CPVC plastic pipe. Approvals - Underwriters' Laboratories Listed 2 Ul when used with Tolco band hangers Fig. 2, 2 NFPA, and 200, in the USA (UL) and Canada (cUL). Finish - Pre-Galvanized. Note—Available in Electro-galvanized and HDG finish. Order By - Figure number and Tolco band hanger, size from 3/4 thru 2. Patent #5,344,108 51712001 -44- a ROD COUPLER ZINC 5UOOX Product Page Item No. 002584. Technical Dita - ReturntotoD Sta!tIIJi I 2 4j Exploring Hilti :1/2RODcOUPLERZINC50UiB0X Product Page item No. 00257985 1 :echfliàlflata Retirnto top.. MOL C 0 INCORPORATED CORONA, CA (909)737-5599 Fig. 78 00~010 All Steel Ceiling Plate Size Range - 3/8 inch rod. Material - Carbon Steel. Function - Attachment to wood beams, ceilings, metal decks or walls. Can also be welded to steel beams. Approvals - Vnderwriters' Laboratories Listed in the USA (UL), and Canada (cUL). Factory. Mutual Engineering Approved. Additionally, (UL) has listed the Fig. 78 with fasteners as shown in table. below. Finish - Plain and Electro-Galvanized. Note— Available in Electro-Galvanized and HOG finish. Order By - Figure number, rod size and finish. Patent #5,702,077 U.L. Listed Fastener Table Pipe Size Qty. Fastener Type Material 112-2 2 #14 x 1-1/4 wood screws* Wood 2-112--4 2 1/4 x 1-1/2 wood screws* . Wood 1/2-2 2 1/4xltekscrews Metal (18 gauge) 1/2-2 2 #14 x 1-1/4 A-point hex-washer-head sheet metal screw Wood 1/2-2 2 . #14 x 2 A-point hex-washer-head sheet metal screw Wood through 5/8 gyp board * No pre-drilling PIPE A B C D E MAX. REC. APPROX. SIZE . LOAD LBS.* wriioo 1/2-2 3 2-1/8 1-1/8 5/16 3/8 150 15 5-6 CONSULT FACTORY FOR DATA * Minimum Safety Factor of 5 5/7/2001 -67- ® McDonald Supply Division TILCIV 8790 Frultridge Road Sacramento, CA 95826 (916) 388-7800 FAX(916)388-1401 INCORPORArED Monday, November 22, 1999 Brett J. Petroff Assistant Fire Marshall Orange County Fire Authority 1110 East Chapman Avenue, #100 Orange, CA 92666 RE: Toico Fig. 78 Ceiling Flange Installed Onto 5/8" Sheet Rock-Over-Wood Construction Mr. Petroff: The Tolco Fig. 78-3/8" Steel Ceiling Plate, is Underwriter's Laboratory. (UL)Listed (USA and Canada) for hanging Up to 4" pipe when utilizing two 1/4" x 1 1/2" wood screws into -wood..The 1500# vertical test load is attained when the 114" wood screws have a :'.. rnfriimüm of 1 1/2" embedment IntO wood. This vertical test load capacity is available even if up to 5/8" thick sheet rock is installed between the Fig. 78 and the wood structure, provided the 1 1/2" embedment is maintained by the 1/4" screws. The sheet rock neither adds to, nor subtracts from, the vertical load capacity of the Fig. 78 with wood screws as long as the minimum embedment into the wood structure is maintained. This letter and the attached drawing together fulfill the requirements of NFPA 13, 1999, Section 6-6.1. If you have any questions please call, (916) 388-7800. Sincerely, TOLCO, mess WV.'. Joihinstorh Mêèhahical Engineer. .• 796 E. HARRISON STREET, CORONA, CALIFORNIA 91719 P.O. BOX 639, CORONA, CALIFORNIA 91718-0639 (909) 737.5599 FAX (909) 737-0330 (510) 791-2632 No. S 3576 ot U ExP.vq,pjJ .ISOMETRIC N.15. STANDARD CON5TRUCTION GRADE DOUGLAS MR, OR IQUIVALNT, WOOL) STRUCTURE. SHT ROCK. 5/8" MAX. (REF. ONLY) TOLCO MG. 78-3/5" ALL SThL CEILING PLATE 1/4"0 WOOD/LAG 5CR1W ALL SThL, A 307, LENGTH AS RfQUIRED cn'P) OF TO= 19G. 78-3/8 IN5TAUA11ON 250# ALLOWA'L LOAD - ThNSIONONLY() 4" PIPE MAXIMUM, AS PER U.L. LISTING. 5ATI5F15 NITA 13, SECT. G-G. I TOLCO INCORPORATED 196 EAST HARRISON ST. cOR011a.. Cl. 91119 Pipe A B • C Bolt Max. Rec. Approx. Size Size Load LBS. Wt./100 1/2 9-1/4 1/2 1-1/8 3/8 255 144 3/4 9-1/4 1/2 1-1/8 3/8 255 144 1 9-9/16 1/2 1-1/4 3/8 255 147 1-1/4 9-11/16 1/2 1-3/8 3/8 255 150 1-1/2 10-3/8 1/2 1-1/2 3/8 255 153 2 10-3/4 1/2 2 3/8 255 165 2-1/2 11 5/8 2-1/4 3/8 390 . 228 3 12 5/8 3 3/8 530 246 3-1/2 13 5/8 3-1/4 1/2 670 264 4 13-1/2 3/4 3-3/8 1/2 810 347 5 14-1/2 3/4 4-3/8 1/2 1160 385 6 15-1/8 7/8 4-7/8 1/2 1570 564 8 18-1/2 1 5-3/4 5/8 2500 1017 10 20-1/4 1 7-1/4 5/8 2500 1138 12 22-3/4 1 8-1/4 5/8 2700 1759 14 24 1-1/8 9 5/8 2700 1922 16 26 1-1/8 10-1/4 3/4 2900 3245 18 28 1-1/4 11-1/2 3/4 2900 3372 20 30 1-3/8 12-1/2 3/4 2900 3499 .6F Peij.j.;. 20 INCORPORATED CORONA, CA (909)737-5599 6 Riser Clamp 6F Felt Lined Riser Clamp 6PVC PVC Coated Riser Clamp Fig Fig. Fig. Size Range— (Fig. 6)1/2 thru 20 inch pipe. (Fig. 6F) 1/2 thru 2-1/2 inch copper tubing. Fig. 6PVC) 1/2 thru 6 inch pipe. Matenal - Carbon Steel. Insulation Material - (Fig. 6F) 3/16" felt. Function - Used for supporting vertical piping.. Approvals - Fig. 6 is Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL) 1/2 thru 8 inch. Fig. 6F and Fig. 6PVC utilizes Underwriters' Laboratories Listed Tolco Fig. 6 Riser Clamp. Factory Mutual Engineering Approved, 3/4" thru 8". Conforms to Federal Specification WW-H-171 E, type 8, 3/4" thru 20", and Manufacturers Standardization Society SP-69, type 8. Maximum Temperature - 650° F. Finish - Plain.. Note— Available in Electra-Galvanized and HDG finish or Stainless Steel materials. Order By - (Fig. 6 and 6PVC) pipe size and finish. (Fig. 6F) copper tube size and finish. (Fig. 6F is available for Iron Pipe Size, consult factory.) 51712001 . -35- .-4 ,- 2-114x1 Tek Type Screws Into Mm. 16Ga. Steel Up To 4 inch Pipe Bolt & Hex Nut Up To 4 inch 2- 114x1 Talk Type Screws into mm. 14Ga. Steel for 1/2 Thru 4 inch Pipe AOLCO INCORPORATED CORONA. CA (909)737-5599 4 Fig. 58 00 Threaded Side Beam Bracket Size Range - 3/8 inch rod, pipe sizes 1/2 thru 4 inch. Material - Carbon Steel Function - Practical and economical bracket used to support piping from wood, concrete or steel beams. Features - Unique design allows rod to be easily threaded into bracket. Offset design permits unlimited rod adjustment. Center mounting hole will accept 3/8 and 1/2 inch fastener bolts. Per N.F.P.A. #13: 1/2 thru 2 inch pipe requires 3/8 inch fastener, 2-112 thru 4 inch pipe requires 112 inch fastener.* Approvals - Underwriters' Laboratories Listed in the USA (UL), and Canada (cUL), and Factory Mutual Engineering Approved through 4 inch pipe. *NotAdditionally U.L. has listed the Fig. 58 with fasteners as shown in table below. Finish - Plain. Note—Available in Electro-Galvanized finish. Order By- Figure number and finish. Patent #5,702,077 2- 1/4x2 Lag Bolts (No Pro-drilling) Up to 4 inch Pipe Per NFPA 1-Lag Bolt—k Up To 4 inch Pipe 2-#16x2 Drive Screws ll2Thru2 inch Pipe U.L. Listed Fastener Table Pipe Size Qty. Fastener Type Material 2 2 #16 x 2 Drive Screws Wood 2 1 3/8 Lag Bolt Wood 2-1/2--4 1 1/2 Lag Bolt Wood 4 2 1/4 x 2 Lag Bolts* Wood 4 2 1/4xltek screws' 14 gauge 4 2 1/4 x 1 tek screws 16 gauge *No pre-drilling required. ROD MAX. REC. APPROL PIPE SIZE SIZE A B C LOAD LBS.* WTJIOO 1/2 thru 4 3/8 2-3/4 1-1/2 1-1/8 300 14 * Safety Factor of 5 51712001 2000 ___ INCORPORATED CORONA, CA (909)737-5599 Fig. 51 ®c@ Side Beam Bracket For NFPA Rod And Fastener Sizing Size Range— /8 and 1/2 inch rod, 1/2 thru 8 inch pipe. Material—Carbon Steel. Function—Recommended for attaching hanger rod to side of beams or walls. Designed to accommodate current rod schedule and fastener requirements per National Fire Protection Association (NFPA) Pamphlet #13. Approvals—Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL), and Factory Mutual Engineering Approved. Finish—Plain. Note—Available in Electro-Galvanized and HDG finish or Stainless Steel material. Order By—Figure number, rod size, and finish. PIPE SIZE ROD SIZE A B C HOLE SIZE MAX. REC. APPROX. H-I • H-2 LOAD LBS. WT.100 1/2 - 2 3/8 2 3/4 2 7/16 7/16 700 35 2-1/2 - 4 3/8 2 3/4 2 9/16 7/16 700 34 5 - 6 1/2 2-1/2 3/4 2-1/2 9/16 9/16 1250 71 8 1/2 2-1/2 3/4 2-1/2 11/16 9/16 1250 70 51712001 • -55- MOL C 0 INCORPORATED CORONA. CA (909)737-5599 Fig. 42 Angle Bracket Material—Carbon Steel Function— Recommended for supporting pipe at various distances from wall or column. Finish—Plain. Note—Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By—Figure number, size, and finish. SIZE A B HOLE MAX. REC. APPROX. SIZE LOAD LBS. WTJIOO 1 3 2 7/16 180 46 2 4 3 7/16 180 65 3 3 2 9/16 390 85 4 4 3 9/16 390 115 4 Fig. 50 ® ® Side Beam Bracket Size Range— 3/8 thru 7/8 inch rod. Material—Carbon Steel. Function—Recommended for attaching hanger rod to side of beams or walls.. - Approvals-3/8 inch, Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL), and Factory Mutual Engineering approved. Finish—Plain. Note—Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By-Figure number, rod size, and finish. ROD A B C HOLE MAX. REC. APPROX. SIZE SIZE LOAD LBS. WT.I100 3/8 2 3/4 2 7/16 700 35 1/2 2 3/4 2 9/16 700 35 5/8 2 3/4 2 11/16 700 32 3/4 2-1/2 3/4 2-1/2 13/16 1250 110 7/8 2-1/2 3/4 2-1/2 15/16 1250 100 517/2001 -54- 07/19/1999 1:07 9092733104 TOLCO PAGE 01 Tolco., Inc. 796 E. Harrison Sb'eet cøvNa, CA. 91718 909737-5599. Far 909-737-0330 EAX TRANSMISMON COVER S32T Date: July 19,1999 Ti,: ALT-WI) FIRE PROTECTION 47N FRFJ2 (510)533-0913 SithJect Sender: GREG S7IALTGUNESSY YOU SHOULD REC&VR(6) PAGE(S), INCLUDING ThIS COVER ShEET IF - YOU DO NOT RECFJVEALL TIlE PAGES, FL&45E CALL 909-737-5599. FT PLEASE SEE THE FOLLOWING 5 PAGES. mANxS, GREG @7-19-1999 9: 59AM 9092733104 P.01 07/19/1999 10:07 9092733104 TOLO PAGE 02 - MARC 250 Newport Center Drive Job No. 92100 Suite 200 Dote JUNE 92 Newport Beach, Co. 92660 Design MD - DA LC= PHONE (714.) 720-3987 Check ASSOCIATES FAX (714) 720-9825 Sheet C of STRUCTURAL CALCULATIONS FIG. 42 INCORPORATED 796 EAST HARRISON STREET CORONA, CALIFORNI A 91719 (714) 737-5599 m (415) 791-2632 FAX: (714) 737-0330 Ø7-19-4999 09: 59RP1 9092733104 P.02 07/19/1999 10:07 9092733104 TOLO PAGE 03 Z? gAvey - M 250 Newport Ct Drive &AteOO __ cmw _ 92 &W% om DALE79/nO--M7 FAX 714/720J~O dudked ASSOCIATES , /75 Igoe fr 7 god ol -76 3-) 4#fiULT •- i=-zr • : 7$ •7_ •-- 74= ---- e'?-19-1999 09:59M 9092733104 P.03 137119/1999 10:07 9092733104 TCLCO PAGE 04 MARC 250 Newpcxt CiIcf Ddve fl______ Ne%pft Swift CgkxnW W" DALE Sdw2W ow ASSOCIATES che& *got____at - 5.. /W0I.7-:: I -• = :W-7 Ø7-19—j999 : 00AM 9927331e4 P.04 07/19/1999 1:7 992733104 TOL.co PAGE 05 :3 PIPE 13R0P! TABLE - Pipe NPPA 13 scbPipe D d a I 5x r Weight Load No. Size in. in. in.2 jn.4 in.3 in. lb/ft lb 101" 1.32 1.10 1.65 0.08 0.3.2 0.43 1.81. 359 1. 1/4" 1.66 1.44 2.12 0.16 0.19 0.55 2.51 401 3. 3/2" 1.90 1.68 2.45 0.25 0.26 0.63 3.05 479 2" 2.38 2.16 3.10 0.50 0.42 0.80 4.22 567 2 1/2" 2.88 2.64 41.5 0.99 0.69 0.97 5.90 692. 3" 3.50 3.26 5.1.0 1.82. .1.04 1.20 7.95. 046- 3 2./2" 4.00 3.76 5.85 21.76 1.38 3.37 9.79 984 411 . 4.50 4.26 6.60 3.96 1.76 1.55 11.79 1134 5.56 5.30 9.14 843 3.03 1.92 3.7.32 1549 6.63 6.36 10.93 14.40 4.35 2.30 23.05 1979 5" 5.63 8.33 15.77 35.41 8.21 3.00 37.02 3027 iON 10.75 10.42 21.95 76.86 14.30 374 55.62 4422 12" 1275 3.2.39 28.43 140.42 22.03 4.44 76.44 5983 40 1" 1.32 1.05 1.98 0.09 0.13 0.42 2.05 373 3. 1/4" 1.66 1.38 2.67 0.19 0.23 0.54 2.92 425 .1 1/2" 1.90 161 3.20 0.33. 0.33 0.62 3.60 520 2" 2.38 2.07 4.30 0.67 0.56 0.79 5.11 633 2 1/2" 2.88 2.47 6.82 1.53 1.06 0.95 7.87 840 3" 3.50 3.07 8.91 3.02 1.72 1.16 10.78 2.059 3 1/2" 4.00 3.55 10.72 . 4.79 2.39 1.34 13.40 1255 .40 4.50 4.03 12.70 7.23 3.23. 1.51 2.6.33. 1473 556 5.05 17.20 15.16 545 1.88 23.29 1997 6.63 6.07 22.33 28.14 8.50 2.25 31.50 2612 an 8-63 7.98 33.60 72.49 16.81 2.94 50.24 4018 10" 10.75 10.02 47.63 3.60.73 29.90 3.67 74.67 5850 3.2" 12.75 11.94 62.98 300.21 47.09 4.37 102.05 7904 80 1" 1.32 0.96 2.56 0.13. 0.16 0.41 2.48 399 3. 1/4" 1.66 1.28 3.53 0.24 0.29 0.52 3.55 463 .1. 1/2" 1.90 1.50 4.27 0.39 0.41 0.61 440 580 2" 2.38 1.94 5.91 0.87 073 0.77 6.30 723 2 1/2" 2.88 2.32 9.03. 1.92 1.34 092 9$0 962 3" 2.50 2.90 12.06 3.89 2.23 3.14 13.12 2.234 3 1/2" 4.00 3.36 14.72. 6.28 3.3.4 1.31 16.36 1477 4" 4.50 3.83 17.63 9.61 4.27 1.48 19.97 1748 5" 5.56 4.81 24.45 20.67 7.43 1.84 28.67 2400 6" 6.63 5.76 33.62 40.49 12.22 2.19 39.87 3241 95. 8.63 7.63 51.05 105.72 24.51 2.88 63.19 4989 10" 10.75 9.56 75.69 244.84 45.55 .3.60 95.47 7411 12" L2.75-11.38 104.14 475.10 74.53 4.27 3.32.58 10193 Max. distance between hanger support for pipes 1 1/4" or less 12' Max. distance between hanger'suppart for pipes 1 1/2" or larger 15' Max. distance between lateral away support shall be 40' Max • distance between longitudinal sway support. shall be 80' Hanger Ultimate Load = 250 + 15 x (Water tilled pipe) z (length)] Sway brace horizontal oa (0.5) x (Water filled pipe) z (length) 07-0-099 10: ec1 992733124 P. 05 07/1911999 10:07 909273104 4-0 Tc'~Lmc'o -. w.eo.Po*flo 40 COClSACA.p1u1IIT FIG. 42 ANGLE BRACKET Material - Carbon Steel FunaHon-Dathfosuppoftk pIpet various dlstRnce.s from wbfl or column. Fbdth - Plain, Gauand, and HDG. Order By.Figur number, sb2, and firdsh PAGE 06 I MAX. APPflOX. H.E STOD C. WVGHT SIZE - LOAD LB PER ICO 2 46 65 3 32 j116 /8x11j2 390 85 e7-19--1999 10 OØRM 909273314 P.06 10 INCORPORATED CORONA. CA (909)737-5599 Fig. 30 Light Welded Bracket Material - Carbon Steel Function—. Recommended for suspending pipe outward from mounting surface. Approvals - Conforms to Federal Specification WW-H-171 E, type 32, and Manufacturers Standardization Society SP-69, type 31. Finish - Plain. Note--Available in Electro-Galvanized and HOG finish or Stainless Steel materials. Order By -Figure number, indicate "A" dimensions, "H" diameter, and finish. A B C MAX. REC. LOAD LBS. 9 8 5 750 13 12 9 750 19 18 15 750 51fl2001 -46- M.A 250 Newport Center Drive Job No _92023 $j 200 Date FEB 92 Newport Beach, Co. 92660 Design MD. I AL E PHONE (714) 720-3887 Check ASSOCIATES ___________ FAX (714) 720-9825 Sheet C of__. STRUCTURAL CALCULATIONS FIG. 30 LIGHT WELDED BRACKET 796 EAST HARRISON STREET CORONA, CALIFORNIA 81719 (714) 737-5599 • (415) 791-2632 FAX: (714) 737-0330 MARC D''F L E ASSO C I ATE 250 Newporc Center Drhie Suite 200 Newport Beach California 714/720-3987 FAX 714/720.9825 job no date desIgn /2. cheded sheet -.--/--- - rCrIL-4 '' 40 4/cs N7 M, ffigA c_ r• 'f.:._rF... .4 i'- 74 4 CLCM £7/4 f A (/5,i5) 9 . ca'I )I Zee A: •t s) ep, 6 rn' 3 7707) /, . "&" ,'ie •lez T ...•. c:2 Y('LL j,5' r /1 # • 4 P/' '3. -- 32 CORONA. CA • (fl4) t37.3I5 FIG. 21 "TIN" STRAPS Size Range - 1/2 thru 2 inch pipe. Material- Carbon Steel Finish Galvanized Order By - Figure number and pipe size. FIG. 30 LIGHT WELDED BRACKET Size Range - 9", 13, and 19" Maximum Recommended Load - $00 lbs. Material. Carbon Steel Function - For suspending pipe outward from mounting surface. Approvals . Conforms to Federal Specification WW.H171E, type 32, and Manufacturers Standardization Society SP-69, type 31, Size Range - Designed to support up to 34/2' standard pipe. Finish . Plain, Electro.Galvanized, HDG, and Stainless Steel.. Order By- Figure number, indicate 1A' and "W dimensions, and finish. B V0116 DIA, (2) 1. H' -. MAX. HOLE STOCK EEC. A fl C SIZE SIZE LOAD LBS. 9 8 6.1/2 8/8 or 1/2 3/4x2 - 500 19 18 16. 1/2 -- 3/8 or 1/2 1/42 500 'Customer pleue ap.U? Ji Fig. CIPLI (I e II I.). ii these conditions are approximated in actual design. in general, these suggested values are slightly higher than their theoretical equivalents, since joint fixity is seldom fully realized. If the co1umn base in. case (f) of Table C1.8.1 were truly pinned. K would actually exceed 2.0 for a frame such as that pictured in Fig. C1.8.1, because the flexibility of the horizontal member would prevent realization of Full fixity at the top of the column. On the other hand, it has been shown 4 that the restraining influence of foundations, even where these footings are designed only for vertical load, can be very substantial in the case of flat-ended column base details with ordinary anchorage. For this condition,a design K•value of 1.5 would generally be conservative in case M. TABLE C1.8.1 (a) (b) (c) - (d) (e) (F) 3 ri. 1 1 4d I H" 1 1 I / I Buckled shape of column a I I % is shown by dashed line " I I I t I I I I t Theoretical value 0,5 0.7 1.0 1.0 2.0 2.0 Recommended design value when ideal condi. ( 0.65 80 1.2 1.0 2.10 2.0 tions are approximated\ Rotation fixed and translation fixed - Rotation free And translation fixed End condition code Rotation fixed and translation tree Rotat inn free and translation free LAbt.Z .;;.aii M..LOWM3LE wrimss FOR COMPRESSION MEMBERS OF 36 MSI PE1'1FWD v1L:IJ) 1$ 'rKI:1. Main and Secondary Meinbiera Main Members Secondary Members - KI/r not over 120 ICtir 121 to 200 - UP 121 ul 20(1 - At F K! F1 KI Fa ! Pa K!. F ! fl. I F 7 NO p (kal) r (ksi) r (kai r (k) r (ksi) 7 (kal) 1 21.56 41 19.11 81 15.24 121 10.14 161 5.76 121 10.19 161 7.25 2 21.52 42 111.1)8 82 15.18 122: 9.99 3(32 5.69 .122 10,09 162 7.20 21.48 48 88. 15.02 12:1 9.85 163 5.132 12:3 1,00 163 7.16 4 21.44 44 18.86 84 14.9) 1.24 9,7(1 764 MS 124 9.90 164 7.72 5 27.89 45 18.78 85 14.79 125 9.M 105 5.49 125 9.80 165 7.08 '2 U.1 46 18.70 86 14.67 1213 9.41 115 5.42 126 9.70 168 1.1 7 27.30 47 18.81 87 WAS 327 9.21; 1137 5,35 127 9.59 167 7.00 21.25 48 1863 86 14.44 128 9.11 199 t21.1 128 9,49 168 6.913 11 21.21 49 18.44. 89 14.32 129 8,177 l81 5.28 129 9.40 169 6.93 1() 21.16 50 18.35 90 14.20 130 13,84 1711 5.77 130 71.80 170 1389 11 21.10 51. 18.26 91 14.09 181 8.70 171 5.11 181 9.2! 171 t85 12 21.08 52 18.17. 92 13,97 132 8.57 172 5.11.5 1:12 9.12 172 11.82 .18 21.00 53 18.08 93 13.84 133 8.41 173 4.& 183 9.01 17:3 13.79 14 20.95 54 17.99 94 13.72 134 8.32 174 4.93 1:14 8.94 174 6.713 15 20.89 55 17.90 95 13.60 135 8.19 17.5 4.88 i:.c 8.9e 175 6.73 16 20.83 56 .17.81 96 13.48 136 8.07 176 4.82 IM 8.78 176 6.70 17 20.78 57 11.71 . 97 13.36 137 1.96 177 4.77 137 8.70 177 6.67 18 20.72 58 17.62 98 13.23 1.38 7.84. 178 4.71 138 8.62 17$ .6.64 19 20.66 89 17.5 99 13.10 139 7.18 179 4.66 1,119 $54 179 8.61 20 20.60 60 17.43 100 12.96 140 7.62 180 4.61 140 8.47 1aO. 6.58 21 20.5-1 61 17.33 101 12.85 141 7.51 181. 4.56 143 8.89 181 6.56 22 20.48 62 17.24 102 12.72 142 7.41 182 4.67 142 8.32 182 6.53 23 20.41 I3 17.14 103 12.59 143 1.80 183 4.46 143 8.25 1&'3 6.51 24 20.35 64 17.04 104 12.47 144 7.20 184 4.41 144 8.18 184 13.49 25 20.28 65 16.94 105 12.33 145 7.10 1.86 4.36 145 8.12 185 6.46 26 20.22 66 16.84 106 12.20 148 7.01 1.86 4.32 146 8.05 186 6.44 27 20.15 67 16.74 107 12.07 147 6.91 187 4.27 147 7.99 187 8.42 28 20.08 68 16.64 108 11.94 148 6.82 188 4.23 148 7.93 188 6.40 29 20.01 69 16.53 109 11.81 149 6.73 189 4.18 149 7.87 189 6.3.8 30 19.94 70 16.43 110 11.67 150 6M 290 4.14 150 7.81 190 . 6.36 31 19.87 71 16.33 111 11.54 151 6.55 191 4.09 151 7.78 191 6.35 32 19.80 72 16.22 112 11.40 152 6,46 192 4.05 152 7.69 192 6.33 88. 19.73 73 16.12 113 11.26 153 6,38 193 4.01 158 7,6.1 193 6.31 84 19.65 74 16.01 114 11.13 154 6.80 194 3.97 154 7.59 194 6.80. 35 19.58 75 15.90 115 10.99 156 6.22 195 8.93 158 7.58 195 6.28 36 19.50 76 15.79 116 10.53 156 6.14 196 8.89 158 7.48 196 6,27 .17 19.42 77 15.59 117 10.71 157 6.06 197 3.65 157 7,48 197 . 6.28 38 19.35 78 15.58 118 10.57 158 5.98 198 3.81 .158 7.89 1.98 6.24 :39 19.27 79'''15.47. 119 :10.43 159 5.91 199 1s 7,84 199 6.28 40 19.19 80 15.36 120. 10.28 160 5.68 2008 >60 7.29 200 6.22. K taken ii 1.0 for wcondary members. Note: Cr 126.1 . PIPE PROPERTY TABLE Pipe NFk 13 Sch Pipe D d A I Sx r Weight Load No. Size in. in. in.2 in.4 in-3 in. lb/ft 10 1" 132 2.2.0 165 0.08 0.12 0; 43 1.82. 359 11/4" 1.66 1.44. 2.12 0.16 0.19 0.55 2.51 401 3. 1/2" 1.90 1.68 2,45 0425 0.26 0.63 3.05 479 2" 2.38 2.16 3.10 0.50 0.42 0.80 4.22 567 2 1/2" 2.88 2.64 4.2.5 0.99 0.69 0.97 5.90 692 3" 3.50 3.26 5.10 1.82 104 1.20 7.95 .846 3 1/2" 4.00 3.76 5.85 2.76 1.38 1.37 9.79 984 4" 4.50 4.26 6.60 3.96 1.76 1.55 11.79 2.134 5" 5.56 5.30 9.14 . 8.43 3.03 1.92 17.32 2.549 6" 663 6.36 10.93. 14.40 435 2.30 23.05 1979 all 8.63 833 2.5.77 35.41 8.22. 3.00 37.02 3027 10" 10.75 10.42 21.95 .76.86 14.30 3.74 55.62 . 4422 1.2" 12.75 12.39 28.43 140.42 22.03 4.44 76.44 5983 41" 1.32 2.05 1.98 0.09 0.13 0.42 2.05 373 3. 1/4" 1.66 1.38 2.67 0.2.9 0.23 0.54 2.92 425 2. 1/2" 1.90. 1.63. 3.20 0.31 0.33 0.62 3.60 520 2" 2.38 2.07 4.30 0.67 0.56 0.79 5.3.3. 633 2 1/211 2.88 2.47 6.82 1.53 1.06 0.95 787 840 3" . 3.50 3.07 8.91 3.02 1.72 1.2.6 10.78 190 3 1/2" 4.00 3.55 2.0.72 4.79 2.39 1.34 2.3.40 4" 4.50 4.03 12.70 . 7.23 3.22. 1.51 2.6.31 1473 5" 5.56 5.05 2.7.20 15.16 5.45 1.88 23.29 1997 6" 6.63 6.07 22.33 28.14 8.50 2.25 31.50 .2612 8" 8.63 7.98 33.60 72.49 2.6.81 2.94 50.24 4018 2.0" 2.0.75 10.02 47.63 160.73 29.90 3.67 74667 5850 2.2" 12.75 11.94 62.98 300.21 47.09 4.37 102.05 7904 80 1" 1.32 0.96 2.56 0.12. 0.2.6 0.41 2.48 399 2. 1/4" 1.66 1,28 3.53 0.24 0.29 0.52 3.55 463 2. 1/2" 190 .1.50 4.27 0.39 0.41 0.61 4.40 580 2" 2.38 1.94 5.91 0.87 0,73 0.77 6,30 723 2 1/2" 2.88 2.32 9.02. 1.92 1.34 0.92 9.50 962 3" 3.50 2.90 2.2.06 3.89 2.23 2,.34 2.3.12 3.234 3 1/2" 4.00 3.36 14.71 6.28 3.14 1.32. 2.6.36 2.477 4" 4.50 3.83 17.63 9.61 4.27 1.46 19.97 1748 5" 5,56 4.81 24.45 20.67 7.43 1.54 2.8.67 2400 6" 6.63 5.76 33.62 40.49 2.2.22 2.2.9 39.87 3241 8" 8.63 7.63 51.05 105.72 24.51 2.88 63.19 4989 2.0" . 10.15 9.56 75.69 244.84 45.55 3.60 95.47. 7411 12" .3.2.75 2.1.38 104.2.4 475.10 74.53 4.27 132.58 .02.93 Max. distance between hanger support for pipes 2. 1/4" or less 12' Max. distance between hanger support for pipes 2. 1/2" or larger 2.5' Max, distance between lateral sway support shall be 40' Max. distance between longitudinal sway support shall be $0' Banger UltimateLoad 250 + C5 x (Water filled pipe) x (length)) Sway brace horizontal load = (0.5)'x (Water filled pipe) x (length) N To .__ INCORPORATED CORONA. CA (909)737-5599 Fig. 31 M Welded Knee Bracket Size Range - 1/2 thru 8 inch pipe. Material -Carbon Steel. Function - Recommended for supporting pipe outward from mounting surface. Finish - Plain. Order By- Figure number, pipe size, indicate "L" dimension, and finish. Note -Maximum "L" dimension 1' - 4". Available in Electro-Galvanized and HDG finish or Stainless Steel materials. PIPE H MAX. REC. LOAD SIZE HOLE SIZE LBS. .1/2-2-1/2 9/16 1000 3 9/16 1000 3-1/2 9/16 1000 4 11/16 1000 5 11/16 1000 6 11/16 1000 8 11/16 1000 Fig. 310 "0" Bracket Size Range - 1/2 thru 8 inch pipe. Material - Carbon Steel. Function -. Recommended for supporting pipe outward from mounting surface. Finish - Plain. Order By- Figure number, pipe size, indicate "L" dimension, and finish. Note - Maximum ML" dimension 1' - 4". Available in Electro-Galvanized and HDG finish or Stainless Steel materials. PIPE H MAX. REC. SIZE HOLE SIZE LOAD LBS. 1/2-2-1/2 9/16 450 3 9/16 450 3-1/2 9/16 . 450 4 11/16 450 5 11/16 450 6 11/16 450 8 11/16 450 5/7/2001 -48- MARC DALE ASSOCIATES 250 Newport Center Drive Suite 200 Newport Beach, Co. 92660 PHONE (714) 720-3987 FAX (714) 720-9825 Job No. Date SEPT 92 Design MD Check Sheet C of STRUCTURAL 4 CALCULATIONS FIG. 31M WELDED KNEE BRACKET 796 EAST HARRISON STREET CORONA, CALIFORNIA 91719 (714) 737-5599 0 (415) 791-2632 FAX: (714) 737-0330 (RALE$\ NO. 2213 ' STRUCTURAL I II \ERES 12/31/93 op CMt' MARC 18D-ALE ASSOCIATES 250 Newport Center Drive Suite 200 Newport Beach. California 92660 714/720-3987 FAX 714/720-9825 4' 76f IC- job n date desi sheet /_-of /4i I It /4 ;L "4,&'z. 5 7C /117A4 CIO—= - (/)(44/1),4C'?f-' 9 &P 42-0c z2. 121sT7I1 ,Z4cf cU1 A14"/2'fL11f-1 ,*'r,&' 77H45. ccor'-' 470 ,var 7749 IN 7 T ro MARC DALE ASSOCIATES 250 NEWPORT CENTER DRIVE * 200 NEWPORT BEACH, CA 92660 PHONE (72.4) 720-3987 FAX (714) 720-9825 JOB NO 92172 DATE SEPT 92 DESIGNED M CHECKED SHEET NFPA13 ULT. TEST LOADS FIG 3114 NFPA13-40.WK2. 2157.00 lb 5X SCHDL 40 WEIGHT +250 LB W SPACING PIPE +H20 PER FT ft 1" 10.25 260.25 12.00 1 1/4" 14.60 264.60 12.00 1 1/2" 13.00 263.00 15.00 2" 25.50 275.50 15.00 2 1/2" 39.35 289.35 15.00 3" 53.90 303.90 15.00 4" 81.50 331.50 15.00 5" 116.90 366.90 15.00 6" 157.40 407.40 12.12 8" 251.20 501.20 7.59 10" 372.90 622.90 5.11 12" 510.15 760.15 3.74 MAXIMUM DISTANCE BETWEEN SUPPORTS SHALL BE 12' 1" & 1 1/4" MAXIMUM DISTANCE BETWEEN SUPPORTS SHALL BE 15' 1 1/5" AND LARGE 5. 124 • Cnrnrn'uwy an thr .4ISC Sprrifirnfirni (!!/1/7.') P 'Cl Fig. C1.8.1 these conditions are approximated in actual design. In general, these suggested values are slightly higher than their theoretical equivalents, since joint fixity is seldom fully realized. If the column base in case (f) of Table C1.8.1 were truly pinned, K would actually exceed 2.0 for a frame such as that pictured in Fig. C1.8.1, because the flexibility of the horizontal member would prevent realization of full fixity at the top of the column. On the other hand, it has been shown14 that the restraining influence of foundations, even where these footings are designed only for vertical load, can be very substantial in the case of flat-ended column base details with ordinary anchorage. For this condition, a design K-value of 1.5 would generally be conservative in case M. TABLE C1.8.1 (a) (b) (c) (d) (e) (f) r1i I , TJ I I / I I I Buckled shape of column I ' I I I is shown by dashed line ' I I I S I I I I I g I I I I 7ZP 71 f ?1 I I Theoretical value 0.5 0.7 1.0 1.0 2.0 2.0 Recommended design value when ideal concli- ( 0.65 0.80 1.2 1.0 2.10 2.0 Lions are approximated - Rotation fixed and translation fixed Rotation free and translation fixed End condition code OF Rotation fixed and translation free INCORPORATED CORONA. CA (909)737-5599 Fig. 111 Light Weight U-Bolt With Two Hex Nuts Size Range— 1/2 thru 10 inch pipe. Material - Carbon Steel. Function - Recommended for supporting or anchoring light pipe loads. Maximum Temperature - 650°F. Finish - Plain. Note—Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By— Figure number, pipe size, and finish. Note - When furnished hot-dip galvanized, oversize hex nuts must be used. ROD PIPE SIZE B C D E MAX. REC. APPROX. SIZE A LOAD LBS. WJ100 1/4 1/2 15/16 1-3/16 1-15/16 1-3/4 485 8 1/4 3/4 1-1/8 1-3/8 2-1/16 144 485 8 114 1 1-3/8 1-5/8 2-3/16 1-3/4 485 9 1/4 1-1/4 1-11/16 1-15/16 2-3/8 1-3/4 485 9 1/4 1-1/2 2 2-1/4 2-7/16 1-3/4 485 10 1/4 2 2-7/16 2-11/16 2-11/16 1-3/4 485 11 3/8 2-1/2 2-15/16 3-5/16 3-1/16 2 1220 31 3/8 3 3-9/16 3-15/16 3-3/8 2 1220 33 3/8 3-1/2 4-1/16 4-7/16 3-5/8 2 1220 36 3/8 4 4-9/16 4-15/16 3-7/8 2 1220 40 3/8 5 5-5/8 6 4-9/16 2-1/4 1220 47 1/2 6 6-3/4 7-1/4 5-1/16 2-1/4 2260 125 1/2 8 8-3/4 9-1/4 6-1/16 2-1/4 2260 156 5/8 10 10-7/8 11-1/2 7-1/4 2-1/2 3620 318 51712001 -81- 2000 INCORPORATED CORONA, CA (909)737-5599 Fig. 20 - Standard Pipe Strap Fig. 20S - Flush Mount Pipe Strap Size Range-112 thru 8 inch pipe. Material—Carbon Steel. Function— Recommended for supporting pipe with fittings vertically or horizontally to walls or ceiling. Fig 20S will support pipe flush with mounting surface. Approvals—Conforms to Federal Specification WW-H-171E, type 26, and Manufacturers Standardization Society SP-69, type 26. Finish—Plain. Note—Available in Electro-Galvanized and HOG finish or Stainless Steel materials. Order By—Figure number, pipe size, material, and finish. DATA TABLE FOR FIG. 20S MAX. PIPE A B C D HOLE REC. APPROX SIZE SIZE LOAD WT./I.00 LBS. 1/2 4-1/8 5/16 2-7/8 3/4 7/16 410 21 3/4 4-5/16 7/16 3 15/16 7/16 410 24 1 4-9/16 9/16 3-3/8 1-1/8 7/16 410 26 1-1/4 4-15/16 11/16 3-3/4 1-1/2 7/16 410 30 1-1/2 5-3/16 13/16 4-1/4 1-5/8 7/16 410 33 2 5-3/4 1-1/16 4-3/4 2-1/4 7/16 410 38 2-1/2 6-1/4 1-9/16 5-1/4 2-3/4 7/16 610 102 3 6-7/8 1-5/8 5-7/8 3-3/8 7/16 610 118 3-1/2 7-3/8 1-7/8 6-3/8 3-7/8 7/16 610 130 4 8-3/8 2-1/8 7 4-3/8 9/16 725 159 5 9-7/16 2-5/8 7-7/8 5-3/8 9/16 725 191 6 10-1/2 3-3/16 8-7/8 6-7/16 9/16 725 234 8 14 4-1/4 11-112 8-3/8 11/16 900 446 DATA TABLE FOR FIG. 20 MAX. PIPE A B C D HOLE REC. APPROX SIZE SIZE LOAD WTJIOO LBS. 1/2 3-7/8 3/4 3-1/16 1-5/32 7/16 410 16 3/4 4 13/16 3-1/8 1-5/16 7/16 410 21 1 4-9/16 7/8 3-3/8 1-1/2 7/16 410 26 1-1/4 4-15/16 1 3-3/4 1-7/8 7/16 410 30 1-1/2 5-3/16 1-3/16 4-1/4 2-1/8 7/16 410 33 2 5-3/4 1-7/16 4-3/4 2-5/8 7/16 410 38 2-1/2 6-1/4 1-11/16 5-1/4 3-1/8 7/16 610 102 3 6-7/8 2 5-7/8 3-3/4 7/16 610 118 3-1/2 7-3/8 2-1/4 6-3/8 4-1/4 7/16 610 130 4 8-3/8 2-1/2 7 4-3/4 9/16 725 159 5 9-7/16 3-1/16 7-7/8 5-13/16 9/16 725 191 6 10-1/2 3-5/8 8-7/8 6-7/8 9/16 725 234 8 14 4-5/8 11-1/2 9 11/16 900 446 Fig. 21 - "Tin Strap" Size Range - 1/2 thru 2 inch pipe Material - Carbon Steel. Function - Light duty strap that attaches pipe or copper tubing to horizontal or vertical structure. Finish—Pre-Galvanized. Order By - Figure number and pipe size Note—Available with felt lining, order Tolco, Fig. 21 F. 517/2001 -39- MARC DALE ASSOCIATES 250 Newport Center Drive Suite 200 Newport Beach, Co. 92660 (714) 720-3987 (714) 720-9825 FAX job no. 90120 dote july 90 design MD checked sheet 1 of____ S T R U CTU RA L CALCULATIONS FIG. 20,20S, 20L STANDARD PIPE STRAP FLUSH MOUNT PIPE STRAP LONG PIPE STRAP T O L C O TOTU-0 .• INC0PORATEO CORONA.CA.(714)ME" 29 FIG. 20 STANDARD PIPE STRAP Size Range - 1/2 thru 8 inch pipe. 92_t:9 Material - Carbon Steel Function - General piping support or hold down. Approvals - Conforms to Federal Specification WW.H-171E, type 26, and Manufacturers Standardization Society SP-69, type 26. Maximum Temperature - 650°F Finish - Plain, Electro.Galvanized, HDG, and Stainless Steel, Order By - Figure number, pipe size, and finish. H A _ BI PIPE . HOLE MAX. STOCK REC. APPROX. WIEGHT SIZE A B C D SIZE SIZE LOAD LBS. PER 100 1 4-9/16 11/16 3-3/8 1-1/2 7/16 1/8x1-1/4 410 26 1-1/2 5-3/16 15/16 4-1/4 2 7/16 1/8x1.1/4 610 33 • - . • 2-1/2 6-1/4 • 1.3/8 5-1/4 3-1116 7/16 1144-1/4 610 102 3-1/2. 7 4-1/4 • 7 5 9-7/16 2-3/4 7 5 725 8 14 4-5/16 11-1/2 9 11/16 3/84-1/2 900 130 191 im 446 VA TOTL C 0 INCORPOATO CORONA.-CA • (714) ?3'45" 31 FIG. 20S FLUSH MOUNT PIPE STRAP Size Range. 1/2 thru 8 inch pipe. Material- Carbon Steel Function To hold pipe flush with mounting surface. Approvals Conforms to Federal Specification WW-H171E, type 26, 3/4 thru 4 inch, and Manufacturers Standardization Society SP-69, type 26. Maximum Temperature - 650°F Finish • Plain, Electro.Galvanized, HDG, and Stainless Steel. Order By. Figure number, pipe size, and finish. _A__ PIPE HOLE STOCK MAX. REC. APPROX. WEIGHT SIZE A B C D SIZE SIZE LOAD LBS. PER too 1/2 4-1/8 7/16 2.7/8 1 7/16 1/8x1-1/4 410 21 ., 7/16 1/8x1 1/4 410 1 4-9/16 11/16 3.3/8 1-15/32 7/16 1/84-1/4 410 26 11/)5/16JI3/I6T.3/cL 1-3/4..7116..1_1/8xl 1/4- 410 1.1/2 .5.3/16 15/16 3/4i8 Ii S.3 4-1/4 3t4? 2 2 9/16 7/16 7/16 1/8x1-1/4 1/8x1-1 4 410 410 33 ..2-1/2 6-1/4 1-3/8 - 5-1/4 3.1/16 7/16 1/44.1/4 . 610 102 3-3/4 7/16 1/44 -1/4 610 118 31/2 7-3/8 2 6-3/8 4.1/4 7/16 1/44-1/4 610 130 .4-3/4 11(4x1 1/2 725 159 5 9.7/16 2 3/4 7-7/8 5.25/32 9/16 1/4x14/2 725 191 7/8 6 13/16 9/16 lf4xl-1/2 725 234 8 14 4.,15?i 11.1/2 9 11/16 3/8x1-1/2 900 446 TOLCO' INCORPORATED 30 CORONA. CA '(714) 737,S5N FIG. 20L LONG PIPE STRAP Size Range. 1 thru 8 inch pipe. Material - Carbon Steel Function - Designed to hang or hold down piping with standard outside diameter, where holding pipe away from mounting surface is required. Approvals- Conforms to Federal Specification WW-H.171E. type 26i and Manufacturers Standardization Society SP-69, type 26. Maximum Temperature - 650°F Finish - Plain, EIectro.Ga1vanized, HDG, and Stainless Steel Order By.- Figure. number, pipe size, and finish. MAX. APPROX. PIPE . HOLE STOCK REC. WEIGHT SIZE A B C D SIZE SIZE LOAD LBS. PERIOD 2-1/2 6-1/4 21/2 5-1/4 4-3/16 7/16 1/4x1-1/4 610 115 3-1/2 7-3/8 3 63/8 5.1/4 7/16 1/44-1/4 610 145 5 9-7/16 3.3/4 7-7/8 6-3/4 9/16 1/44-1/2 725 197 8 14 5.5/16 11.1/2 10 11/16 3/8x1.1/2 900 463 -3 MARC DALE ASSOCIATES 250 NEWPORT CENTER DRIVE # 200 NEWPORT BEACH, CA 92660 PHONE (714) 720-3987 FAX (714) 720-9825 FIG 20 JOB NO DATE DESIGNED CHECKED SHEET ( ... ... .. Ind SPRINKLER HANGER TOLCO 20, 20L, 20S WOOD CONNECTION WITH LAG BOLTS 1/8" SMALLER THAN HOLE ATTACHED TO BOTTOM OF BEAM 5X ULTIMATE SCHEL 40 WEIGHT WEIGHT +250 LB LOAD OF PIPE +H20 +H20 HANGER PER FT PER FT 1" 2.05 123.00 373.00 658.00 1 1/4" 2.93 175.80 425.80 658.00 1 1/2" 3.61 270.75 520.75 658.00 2" 5.13 384.75 634.75 658.00 2 1/2" 7.89 591.75 841.75 2176.00 3" 10.82 811.50 1061.50 2176.00 3 1/2" 13.48 1011.00 1261.00 2176.00 4" 16.40 1230.00 1480.00 2812.00 511. 23.47 1760.25 2010.25 2812.00 6" 31.69 2376.75 2626.75 2812.00 8" 47.70 3577.50 3827.50 5270.00 MAXIMUM DISTANCE BETWEEN SUPPORTS SHALL BE 12' 1" & 11/4" MAXIMUM DISTANCE BETWEEN SUPPORTS SHALL BE 15' 1 1/2" AND LARGER 27,:E dE //,/ 'L -15 :1 MARC DALE ASSDC I ATE 250 Newport Center Drive Suite 200 Newport Beach, Ca. 92660 (714) 720-3987 (714) 720-9825 FAX job no. ', date Y 70 design ,44 checked sheet of_____ 1414 /1 7 s ,4: ie ,?,MV 4/B v 'I_il :•) -=. •Z'7 (z) 65 O.T MARC D A L E ASSC I ATE 250 Newport Center Drive Suite 200 Newport Beach, Ca. 92660 (714) 720-3987 (714) 720-9825 FAX Job no. date ç/(/ I.- design checked sheet & of____ if /1/4 7a-c-7- 1/, 14 /' ? 46' 1/ = = ,, 7A1S/'U = /ô? C• =. 2/7& = MARC DALE AS 5CC I ATE 250 Newport Center Drive Suite 200 Newport Beach, Ca. 92660 (714) 720-3987 (714) 720-9825 FAX job no. 90 /Odl date t/O .P c design 1411 checked sheet 7 of____ , - ,2c(/,s-) /1ft 'r - c Cal - - /4ô 6 (I) 75-) MARC 250 Newport Center Drive job no. Suite 200 date DALE Newport Beach, Ca. 92660 design , (714) 720-3987 checked ASSOC; I ATE (714) 720-9825 FAX sheet —e—of- I/ / //z 57,Z,4 • P e- ff43 44 y(qb) () - - v- 7q iP L/i --! ; 7) MARC DALE ASSOCIATES 250 Newport Center Drive Suite 200 Newport Beach, California 92660 714/720-3987 FAX: 714/7209825 .. 1' l .t . ._•_j I., - :, ///5'..':..- i-• Jobna date 441e--e`_ 2 design checked sheet _______ of - 57724P ,4 zO ,'22,' / c Al r / z 72 3'/2 " 7-th'1 57 4 , "k / _,4 e '1,/I ?/Z5 •Z"/a. W'1- "Z )( 5 MARC 250 Newport Center Drive Jots no. Suite 200 Newport f- Beach, California 92660 date DALE 714/720-3987 deslgn All/ FAX: 714/720-982S4/fl ,( 1 ASSOCIATES checked sheet /t2 of - Mot'AJT 2 2" V2/AJ. =•//6 -./J- ,373 /f - r ,44 PE-0 C.1 ~-Ts—r-) V: //7/': 'r 6Icf) = 7 6 io e MARC 250 Newport Center Dave job no. ______ DA Newport Beach, California 92660 date ASS OCt ATE 714/720-3987 FAX 714/720-982S degn -. checked . sheet 13Av/L7 /A' :Z.O-ic- -c 41 v(7s)) 44 - V /2? 5 MARC 250 Newport Center Drive job no. Suite 200 Newport Beach, California 92660 date 714/720-3987 desIgn DA LE LQ checKed FAX 7I4/72.. ASSOCIATES 0-9825 sheet___of jZAp ,c'r 2 ULTIMATE LAG BOLT STRENGTH . TENSION SHEAR Vult Vu].t LAG BOLT EMBED Tult EMBED PARRALLEL PURPENDICULAR 3/16 . 0.188 0.75 630 0.75 150 150 1/4 0.250 1.00 1043 .1.00 268 260 5/16 0.313 1.25 1541 1.25 418 355 3/8 0.375 1.25 1767 1.25 602 458 7/16 0.438 1.50 2380 1.50 819 573 1/2 0.500 1.75 3070 1.75 1070 . 696 5/8 0.625 2.25 4666 2.25 1672 1003 3/4 0.750 2.75 6538 2.75 2408 1324 7/8 0.875 3.00 8007 3.00 3277 . 1704 1 1.000 3.50 10325 3.50 4280 2140 NATE: BOLTS 1/2" AND LARGER SHALL BE ATTACHED TO 4X MEMBERS ~ 0 //,,, £Q not receiving the point) and the block holding the point are approximately of the same density. The thickness of the side member should be about one-half the depth.of penetration of the screw in the member holding the pOint. The end distance should be no less than the side member thickness, and the edge distances no less than one-half the side member thickness. This depth of penetration (seven times shank diameter) gives an ultimate load of about four times the load obtained by the formula. For a depth of penetration of less than seven times the shank diameter, the ultimate load is reduced about in proportion to the reduction in penetration and the load at the proportional limit is reduced somewhat less rapidly. When the depth Qf penetration of the screw in the holding block is four times the shank diameter, the maximum load will be less than three times the load expressed by the formula, and the proportional limit load will be approximately equal to that given by the formula. When the screw holds metal to wood, the load can be increased by about 25 percent. For these lateral loads, the part of the lead hole receiving the shank should be the same diameter as the shank or slightly smaller, that part receiving the threaded portion should be the same diameter as the root of the thread in dense species or slightly smaller than the root in low-density species. Screws should always be turned in. They should never be started or driven with a hammer because this practice tears the wood fibers and injures the screw threads, seriously reduc- ing the loadcariying capacity of the screw. Allowable Loads For allowable values, the practice has been to reduce the proportional limit load by a factor of 1.6 to account for vari- ability in test data and reduce the load to a longtime loading condition. For normal duration of load, the allowable load may be increased by 10-.percent. Lag Screws Lag screws are commonly used because of their conven- ience, particularly where it would be difficult to fasten a bolt or where a nut on the surface would be objectionable. Com- monly available lag screws range from about 0.2 to 1 inch in diameter and from Ito 16 inches in length. The length of the threaded part varies with the length, of the screw and ranges from three-fourths inch with the I - and I- 1/4-inch screws to hail the length for all, lengths greater than 10 inches. The formulas given here for withdrawal and lateral loads are based on lag screws having abase metal average tensile yield strength of about 45,000 psi and an average ultimate tensile strength of 77,000 psi. For lag screws having greater or lower yield and tensile strengths, the withdrawal loads should be adjusted in proportion to the tensile strength and the lateral loads in proportion to the square root of the yield-point stress. A B Figure 7-5--A, Clean-cut, deep penetration of PA4 02 thread made by lag screw turned into a lead hole of• proper size, and B, rough, shallow penetration of thread made by a lag screw turned Into oversized lead hole. Withdrawal Resistance Experimental Loads The results of withdrawal tests have shown that the max: mum load in direct withdrawal of lag screws from seasone wood may be computed from the formula: p = 8,100 GD314L (7-12 where p is the maximum withdrawal load in pounds, D is ib shank diameter in inches. G is the specific gravity of th wood based on ovendry weight and volume at 12 percer moisture content, and L is the length, in inches, of penetrt tion of the threaded part. Formula (7-13) was develope independently of formula (7-9) but gives approximately th same results. Lag screws, like wood screws, require prebored boles c the proper size (fig. 7-5). The lead hole for the shank shoul be the same diameter as the shank. The diameter of the lea hole for the threaded part varies with the density of the woor For the lightweight softwoods, such as the cedars and whit pines, 40 to 70 percent of the shank diameter; for Douglas-fl and southern pine; 60 to 75 percent; and for dense hardwoods such as the oaks, 65 to 85 percent. The smaller percentage i each range applies to lag screws of the smaller diameters, an the larger percentage to lag screws of larger diameters. Soa: /1 w similar lubricants should be used on the screws to facilitate turning, and lead holes slightly larger than those recommended or maximum efficiency should be used with long screws. In determining the withdrawal resistance, the allowable tensile strength of the lag screw at the net (root) section should not be exceeded. Penetration of the threaded part to a istance about seven times the shank diameter in the denser .,pecies (specific gravity greater than 0.61) and 10 to 12 times the shank diameter. in the less dense species (specific gravity ss than 0.42) will develop approximately the ultimate ten- He strength of the lag screw. Penetrations at intermediate densities may be found by straight-line interpolation. The resistance to withdrawal of a lag screw from the end- rain surface of a piece of wood is about three-fourths as great as its resistance to withdrawal from the side-grain sur- face of the same piece. .Howable Loads For allowable values, the practice has been to use one-fifth the ultimate load to account for variability in test data and :duce the load to a longtime loading conditon. For normal uration of load, the allowable load may be increased by tO percent. Lateral Resistance Experimental Loads. The experimentally determined lateral loads for lag screws inserted in the side grain and loaded parallel to the ..grain-of piece of seasoned wood can be computed from the formula: (7-14) where p is the proportional limit lateral load (in pounds) parallel to the 'grain, K is a coefficient depending on the species specific gravity, and D is the shank diameter of the lag screw in inches. Values of K for a number of specific gravity ranges can be found in table 7-4. These coefficients are based on average results for several ranges of specific gravity for hardwoods and softwoods. The, loads given by this formula apply when the thickness of the attached mem- ber is 3.5 times the shank diameter of the lag screw, and the depth of penetration in the main member is seven times the diameter in the harder woods and II times the diameter in the softer woods. For other thicknesses, the computed loads should be multiplied by the following factors: 4'. P. LOAD OR SIRESS PIQALL(L FO CRAM IN go S ALLOWIRLI LOAD (rn WOS) OR smass (IA' P S / FOR It 0 lAD A' IN Lm1rs 7!ws. M#IUPfOS OR ThOUSANDS e 7-6--Scholten nomograph for determining oaring stress of wood at venous angles to the grain. The dotted One ab refers to the example given In the text. (MISs 043) 12 " //aff / LO I I - Ratio of thickness of attached member to shank diameter of lag screw Factor 2 0.62 2-1/2 .77 3 .93 3-1/2 1.00 4 1.07 4-1/2 1.13 5 1.18 5-1/2 1.21 6 1.22 6-1/2 1.22 The thickness of a solid wood side 'member should be about one-half the depth of penetration in the member hold- ing the point. When the lag screw is inserted into the side grain of wood and the load is applied perpendicular to the grgip, the load given by the lateral resistance formula should kcjnitjp1jad by the following factors: Shank diameter of lag screw Factor (in) 3/16 1.00 1/4 .97 5/16 .85 3/8 16 7/16 .70 1/2 .65 5/8 .60 3/4 ,55 7/8 .52 .50 For other angles of loading, the loads may be computed from the parallel and perpendicular values by the use of the Schoken nomograph for determining the bearing strength of wood at various angles to the grain (fig. 7-6). The nomograph provides values as given by the Hankinson formula: N = PQ (7-15) P sin2 0 + Q cos2 0 where P represents the load or stress parallel to the grain, Q, the load or stress perpendicular to the grain, and N, the load or stress at an inclination 0 with the direction of the grain. Example: P. the load parallel to grain is 6,000 pounds, and Q. the load perpendicular to the grain is 2,000 pounds. N. the load at an angle of 40° to grain is found as follows: Connect with a straight line 6,000 pounds (a) on line OX of the nomograph with the intersection (b) on line OY of a vertical line through 2,000 pounds. The point where line (ab) inter- sects the line representing the given angle 40° is directly above the load, 3,300 pounds. Values for lateral resistance as computed by the preceding methods are based on complete penetration of the shank into the attached member but not into the, foundation member. When the shank penetrates the foundation member, the fol- lowing increases in loads are permitted: Ratio of penetration of shank into foundation member to Factor for shank diameter increasing load 1 1.08 2 1.17 3 1.26 4 1.33 5 1.36 6 1.38 7 1.39 When lag screws are used with metal plates, the lateral loads parallel to the grain rnay.be increased 25. perccnt, pro- vided the plate thickness is sufficient so that the bearing capacity of the steel is not exceeded. No increase should be made when the applied load is.perpegqj9!!1U Lo.ft grain. Lag screws should not be used in end grain, because split- ting may develop under lateral load. If lag screws are so used, however, the loads should be taken as two-thirds those for lateral resistance when lag screws are inserted into side grain and the pg cndiculM to j.gML .. The spacings, end and edge distances, and net section for lag screw joints should be the same as those for joints with bolts of a diameter equal to the shank diameter of the lag screw. Lag screws should always 'be inserted by turning with a wrench, not by driving with a hammer. Soap, beeswax, or other lubricants applied to the screw, particularly with the denser wood species, will facilitate insertion and prevent dam- age to the threads but will not affect the lag screw's perfor- mance Allowable Loads For allowable loads, the accepted practice has been to reduce the proportional limit load by dividing by a factor of 2.25 to account for variability in test data and reduce the load to a longtime loading condition. For normal duration of load, the allowable load may be increased by 10 percent. 7-13 1 should be reinforced with additional nails. Deformed-Shank Nails Deformed-shank nails carry somewhat higher maximum lateral loads than do common wire nails, but both perform similarly at small distortions in the joint. Allowable Loads The value of the lateral load at proportional limit obtained from tests (see formula (7-2)) must be reduced (to account for variability and duration of load effects) to arrive at allow- able values. A reduction factor of 1.6 has been used to arrive at a value for longtime loading. For normal loading, the resulting value may be increased by 10 percent. In practice, an additional increase of 10 percent is used as an engineering judgment factor. Lateral Load-Slip Models A considerable amount of work has been done to describe, by mathematical models, the lateral load-slip curve of nails. These models have become important because of advanced methods of structural analysis. One theoretical model, which considers the nail to be a beam supported on an elastic foundation (the wood), describes the initial slope of the curve. This expression is & = + L2) - - 12)2 01 (K1 + K2)] (7-3) where P is the lateral load and S is thejoint slip. The factors L,, 1..2, I,. J2. K,, and K2 (table 7-5), are combinations of hyperbolic and trigonometric functions of the quantities ),1a and k2b in which a and b equal the depth of penetration of the o a04 aos oil oue ago 024 aze a.zz ajs SLIP AV .10/NT 1IAV1 Figure 7-3--Typical relation between lateral load (M125 339) and slip in the joint. Table 7— 4—Coefficients for computing test loads for fasteners in seasoned wood' Lateral load coefficient Specific gravity range2 (K) Nails3 Screws Lag screws HARDWOODS 0.33-0.47 1.440 3,360 3,820 .48— .56 2,000 4,640 — (5Y .577 .74 2,720 6,400 SOFTWOODS .29— .42 1,440 3,360 3,380 .43— .47 1,800 4,320 3,820 .48— - .52 2,200 5,280 4,280 'Wood with a moisture content of 15 percent. - Specific gravity based on ovendry weight and volume at 12 percent moisture content. Coefficients based on load at joint slip of 0.015 In. Table 7—S--Expressions for factors in formula 7-3 Factor --- - Expression' X, sinh X1a cosh X1a - sin X1a Cos Xa k1 sinh2 X1a - sin )1a L2 X2 sinh K2b cosh X2b - sin X2b cos X2b 152 sinh2 X2b - sin 1\2b hsinh2 X1a + X,a J, I k1 sinh2 k1a - sin2 X1a X sinh2 X2b + sin X 2 b J2 2 k2 sinh 2 K2b - sin X2b K, sinhA1acoshA1a + sin K1acosX1a sinh2 X1a - sin X1a X sinh X2b cash X2b + sin K2b cos A2b K2 2 k2 sinh2 X2b - sin )2b k0, d and Its = k,, d, where k, and k, are the foundation moduli of members 1 and 2 respectively. 11111111111 (C) Determine the total load tentatively applied to each brace in accordance with the examples shown in Figure A-3-5.3.5. 1(h) and the following: For the loads on lateral braces on cross mains, add one-half the weight of branch to one-half the weight of the portion of the cross main within the zone of influence of the brace. [See examples 1. 3. 6, and 7 in Figure 44.3-5.3.5.1(h).] For the loads on longitudinal braces on cross mains, consider only one-half the weight of the cross mains and feed mains within the zone of influence. [See examples 2, 3, 5. and 8 in Figure 44-3-5.3.5.1(h).] For the four-way brace at the riser, add the longitu- dinal and lateral loads within the zone of influence of the brace. [See examples 2, J. 4. 5, 7. and 8 in Figure Use the information on weights of water-filled piping contained within Table A-3-5.3.5. 1. If the total expected loads are less than the maxi- mums permitted in Table 3-5.3.5.1(2) for the particular brace and orientation, go on to step (e). If not, add addition- al braces to reduce the zones of influence of overloaded braces. Check that fasteners connecting the braces to struc- tural supporting members are adequate to support the expected loads on the braces in accordance with Table 3.5.3.5.1(3). If not, again add additional braces or addition- al means of support. /)- 13-79 Table A.3-5.3.5.I Piping Weights for Determining Horizontal Load Weight of ½ Weight of Water-Filled Water-Filled Schedule 40 Pipe Pipe (lb per ft) Pipe (lb per t) 2.05 1.03 1¼ 2.93 1.47 11/2 3.61 1.81 2 5.13 2.57 2½ 7.89 3.95. 3 10.82 5.41 316 13.48 6.74 4 16.40 8.20 5 23:47 11.74 6 31.69 15.85 V 47.70 23.85 Schedule 10 Pipe 1.81 0.91 11/4 2.52 1.26 11/8 3.04 1.52 2 4.22 2.11 21h 5.89 2.95 3 7.94 3.97 3½ 9.78 4.89 4 11.78 5.89 5 17.30 8.65 6 23.03 11.52 8 40.08 20.04 Schedule 30 No Longitudinal Brace a i4 to oath Brace A Figure A-3.5.3.5.I(h) Examples of Load Distribution to Bracing. 1989 Edition SocL (a Grinnefl St1114Y SAI.ES COMI'.NY Sect ti PS-200 I 12$ • Spnof Trspeze 1 ft. 6 in. 2 ft. 0 In. 2 ft. 6 in. 3R0in. 41LOin. 5 ft. 0 iii. 6 ft. 0 in. 1 ft. 0 in. S It. 0 in, 9 IL. 0 iLl. 10 ft. 0 in. Top vaIus are for Scheclide 10 p&pe boUoul values ate rot Schedule 40 Fpe. Scctloii MOdUlUS Re for Trapeze Meii bets Pipe sin P:iw~1A STIR To c A - ~!±A—1 0 MINIMUM SIZE GRINNELL POWER-STRUT CHANNEL TO COMPLY WITH NFPA 13 TABLE 3-10.1.7(a) 1989 EDITION lid. lYèln. 1m. liii. 2½ hL 3n. 3Jil. 410.. 5 In. .00 _--. I OR .09 .09, . .11 12 •. 1;i . 15 . '.H. .1! II12 .12 13 .1 JS 16 __________ 14 .32 12 L2 .11 J5 *3 _.2(L 24 .29 40 lw .25 0 14 .15 15 16 .i8 .21 .22 0 36U .11 18 18 '29 .25 27A030 2.4 .25 A. .22 24 24 .29 3 36i4tL_ c33 - I •: S H a 014. HOLES is a E : = '. TYR 3 r32 (--- L I-- -.1.----3 _4-1 PS 500 15/8x13/16'xl4ga. See Pages 31-33 Ps 520 15/&x13/16'xl2ga. See Pages 34-36 K06 a 0tA KNOCK OJTS L3 f 6 GENERAL INFORMATION The economical Power-Strut channel system offers systems offer the strength of welding, but can easily Overview CD total flexibility to any application or installation with a Channel minimum of standard fittings. Our bolted channel systems offer the strength of welding, but can easily Overview be disassembled and used again for other applications Types of Channel PS 150 15/80 x 2 7116 x 12 ga. See Pages 11-13 PS 200 16/80 x 15/80 x 12 ga. See Pages 14-21 PS 100 15180 x 3 1/40 x 12 ga. See Pages 8-10 PS 210 PS 300 PS 400 15/8"x15/B"xl4ga. 15/rxl3/rxl2ga. 15/8" 1"xl2ga. See Pages 22-24 See Pages 25-27 See Pages 28-30 Fabrications DGGem&' SUPPIX s*zco 7 Fasteners GENERAL INFORMATION Finish: Electro-galvanized Order By: No. & Size PS LS) Clamping Nut with Long Spring Clamping Nut with Regular Spring Part # Size Threads Wt./100 pcs Part # Size Threads WtJ100 pcs PS. LS 1/4" 20 7.5 PS LS 3/8" 16 10.2 PS LS 1/2" 13 12.3 PS LS 5/8" 11 15.8 PS LS 3/4 10 14.1 With: PS 100 and PS 150 channiT' PS RS #8-32 32 7.2 PS RS #10-32 32 7.2 PS RS #10-24 24 7.2 PS RS 1/4" 20 7.1 PS RS 5/16" 18 7.0 PS RS 3/8' 16 9.9 PS RS 1/2" 13 11.9 PS RS 5/8° 11 15.5 PS RS 3/4" 10 13.8 PS RS 7/8" 9 14.3 eUse With: PS 200, Ps 210 and PS 300 chi. Top Grip Nut with Spring on Top I PS 3281 Double Conveyor Adjusting Nut Part # Size Threads Wt./1 PS TG #8-32 32 ,, 7.5 PS TG #10-32 fi2 7.5 PS TG #10-424 7.5 PS TG ,.414 20 7.5 PS 5/16" 18 8.6 wr3 318" 16 10.0 PS TG* 1/2' 13 13.5 Use Wit 1"i5/8" channel. jpIflftable for PS 500 and PS 520 channel, see PS NS Part # Size PS 3821 3/8" 16 Use With: All 15/80 channel. -STR 11 42 á Gthmell UPPLY SALES COMPANY Elements of Sect! GENERAL INFORMATION Finish: Plain, painted green oIvaniz) Channel Stock Length: 10 and 20 ft., other lengths on request Order By: No., Length & Finish - PS 200 Steel Channel (1 5/8x 1 5Vx 12ga.) L 12 —.906 12Ga. X- -.719- Weight/100 Ft. Area Of Section X - XAxis Y-YAxls PLN Moment Section Radius of Moment I Section Radius of GRN PGAL Inches2 of Inertia Modulus Gyration of Inertia I Modulus Gyration Inches Inches3 Inches Inches Inches3 Inches 191 194 1 .561 1 .189 .209 .580 .239 .294 .653 Modulus of Elasticity: 29,500,000 PSI Fabricated Channel PS 200 H Channel With Holes Weightl100 ft: PLN,GRN 188 lbs. PGAL 189 lbs. DIA. HOLES c : = TYR PS 150 K06 Knockout Chanr 0 Grinnell' SUPPI SM.ES CDMPM GENERAL INFORMATION Finish: Plain, painted green ojiiaIvaniz . Stock Length: 10 and 20 ft., other lengths on request. Order By: No., Length & Finish 1if1i1iT1 PS 150 Steel Channel (1 5/8x2 7/16x l2oa.) —1.325 12Ga. Elements Of Section Weight/lOOPt. Area Of Section X - XAxis Y..YAxls PLN Moment Section Radius of Moment Section Radius of GRN PGAL Inches2 of Inertia Modulus Gyration of Inertia Modulus Gyration Inches Inches3 Inches Inches Inches3 Inches 249 254 .732 .531 .401 .852 .338 .416 .680 Modulus of Elasticity: 29,500,000 PSI Fabricated Channel PS 150 H Channel With Holes Weight/1 00 ft: PLN.GRN 244 lbs. PGAL 249 lbs. DIA. HOLES E[ IiF± 6 PS 100 Steel Channel (1 5/8x 3114x 12ga.) Elenien10 GENERAL INFORMATION Finish: Plain, painted green oãaIvaniz) (1JJ) Channel Stock Length: 10 and 20 ft., other lengths on request. Order By: No., Length & Finish Weight/lOOFt. Area Of Section X -XAxis Y-YAxls PLN Moment I Section Radius of Moment I Section I Radius of GRN PGAL. lns2 of Inertia Modulus I Gyration of Inertia t Modulus I Gyration Inches I Inches3 I Inches Inches Inches3 Inches 307 315 .902 1.115 .641 1.112 1 .436 537 .895 Modulus of Elasticity: 29,500,000 PSI Fabricated Channel PS 100 H Channel With Holes Weight/100 ft: PLN,GRN 302 lbs. POAL 310 lbs. DIA. HOLES if [ ---- —$ __L - - ____ 6 TTYP Grinnelf ', StWP1Y5AIS%Ny Weightl100 Ft. Area Of Section X - X Axis Y -V Axis PLN Moment I Section I Radius of Moment I Section I Radius of GRN PGAL Inches2 of Inertia I Modulus I Gyration of Inertia Modulus I Gyration Inches 4 I Inches3 Inches Inches 4 i Inches3 Inches .498 508 1.464 2.874 1.179 1.401 .676 .832 .680 rm Load 1/240 pan 1885 0 Grinneif SLIPI'IX SALES CO!.WAt GENERAL INFORMATION Finish: Plain, painted green oG~ enpson ) Stock Length: 10 and 20 ft., other request. Order By: No., Length & Finish tlqiF1i1iTJi PS 150 2T3 Welded Steel Channel @b,_ (15/8 x 4 7/8x 12 ga.) 4* if 12 Ga. Elements of Section Elements of .Section Weight/100 Ft. Area-Of : X - X Axis Section Moment I Section I Radius of PLN PGAL GRN Inches2 of Inertia i Modulus I Gyration Inches I Inches inches 614 630 1 1.804 6.349 1.953 1.876 V-V Axis .873. j. 1.074 .695 Modulus of Elasticity: 29,500,000 PSI I 22 Y 12 Ga. 3 3 VA X GENERAL INFORMATION Finish: Plain, painted green ovan Channel Stock Length: 10 and 20 ft., other lengins on request Order By: No., Length & Finish PS 100 2T3 Steel Channel (1 5/8x 6112x 12ga.) Beam & Column Loads X-X Axis Column Load Dynamic Load Static Load Span Or Maximum Uniform Load Uniform Load Deflection Uniform Load Column lbs. lbs. @ 12,000 lbs. @ 25,000 Inchis @ 25,000 lbs. @ 1/240 Inches PSI Stress PSI Stress PSI Stress Span 12 23900 15625 - - 18 23700 10415 21700 .01 - 24 23600 7810 16275 .02 - 30 23300 6250 13020 . .03 - 36 23100 5200 10850 .04 - 42 22700 4460 9300 .05 - 48 22400 . 3900 8135 .06 54 21900 3470 7235 .08 - 60 21500 3120 6510 .10 66 21000 2840 5920 .12 - 72 20400 .2800 5425 .14 - 84 19000 2230 4650 .19 - 96 17500 1950 4060 .25 - 108 15800 1735 3615 •.32 120 13900 1560 3250 .39 -. Qt~GWE~R-STRUJT- 11 C)Grimefl 0 SUPPI SALES COMPANY ri __.TcO INCORPORATED CORONA, CA (909)737-5599 Fig. 122 Wood Screw Flat Head Fig. 123 Toggle Bolt Material—Carbon Steel. Finish—Electro-Galvanized. Order By—Figure number and size. Material—Carbon Steel. Function—For use to fasten to hollow walls of wood, marble, lath and plaster, tile and sheet rock. Finish—Electro-Galvanized. Order By—Figure number and size. Fig. 124 Spring Toggle Head Only Fig. 125 Drive Screw Material-Carbon Steel. Material-Carbon Steel. Function—Used with threaded rod in hollow walls. Function—Equivalent to a nail, but has greater Finish—Electro-Galvanized. holding power. Order By—Figure number and size. Finish—Plain and Electro-Galvanized. SIZE DRILL HOLE SIZE APPROX. WTJI0Q Order By—Figure number, size, and finish. 1/4 5/8 3 SIZE NUM- APPROX. 3/8 7/8 7 BER LENGTH WT ./I00 1/2 1-1/4 10 16 2 2.2 Fig. 126 Lag Bolt Gimlet Point Material-Carbon Steel. Function—Designed to fasten metal to wood. Lag screws are made with hex heads in lengths of 6 inches or shorter and square heads in lengths longer than 6 inches. Both types have coarse lag threads and gimlet points and are available in diameters of 1/4 inch to 5/8 inch, inclusive. Square-head lag screws are also available in 3/4, 7/8, and 1 inch diameters. Finish—Plain. Note—Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By—Figure number, bolt size, length, and finish. . i APPROX. WEIGHT PER 100 HEX LAG BOLT HEAD DIMENSIONS LAG BOLT LAG BOLT WIDTH WIDTH HEAD SCREW 1" 1412" 2" 2-1/2" 3" 4" LENGTH SIZE ACROSS ACROSS THICKNESS SIZE LENGTH LENGTH LENGTH LENGTH LENGTH LENGTH FLATS POINTS 1/4 1.5 2.1 2.7 3.2 3.8 4.9 1/4 7/16 1/2 11/64 3/8 4.0 5.3 6.6 7.8 9.1 11.6 3/8 9/16 21/32 1/4 1/2 11.0 13.3 15.5 17.8 22.3 1/2 3/4 7/8 11/32 5/8 23.2 26.8 30.4 37.6 5/8 15/16 1-3/32 27/64 517/2001 -87- tuco I-I, LX Security inplexGrinnell FIRE SPRINKLER '. MATERIAL SUBMITTAL SECTION 7 • HANGERS (STEEL) DAL C O INCORPORATED CORONA. CA (909)737-5599 Fig. 65. and Fig. 66 Reversible C-Type Beam Clamps 3/4 and 1-1/4 Inch Throat Openings Size Range - (Fig. 65 and Fig. 66) 3/8, 1/2, AND 5/8 inch rod. Material - Carbon Steel with hardened cup point set screw and jam nut Function - Recommended for hanging from steel beam where flange thickness does not exceed 3/4 inch (Fig. 65) or 1-1/4" (Fig. 66) Features - All steel construction eliminates structural deficiencies associated with casting type beam damps. May be used on top or bottom flange of the beam. (Beveled lip allows hanging from top flange where clearance is limited.) May be installed with set screw in up or down position. Offset design permits unlimited rod adjustment by allowing therod to be threaded completely through the clamp. Open design permits inspection of thread engagement. Approvals - Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL). Factory Mutual Engineering Approved. Conforms to Federal Specification Society SP-69, type 19 and 23. Exceeds requirements of the National Fire Protection Association (NFPA), Pamphlet #13, 3/8 inch rod will support 1/2 thru 4 inch pipe, 1/2 inch rod will support 1/2 thru 8 inch pipe. Finish - Plain. Note—Available in Electro-Galvanized and HDG finish. Order By—Figure number, rod size, and finish. Fig. 65 Patent #4,570,885 FIG. 65 TABLE ROD B ,. C i., E F MAX. REC. APPROX SIZE A LOAD LBS.* WrJ100 3/8 1-3/16 3/4 1 7/16 1 610 28 1/2 1-1/2 3/4 1 9/16 1-1/4 1130 55 5/8 1-1/2 3/4 1 9/16 1-1/4 1130 55 *Max loads for clamp with set screw in up or down position. FIG. 66 TABLE ROD B C D E F MAX. REC. APPROX SIZE A LOAD LBS.* WJ100 3/8 1-3/16 1-1/4 1 7/16 1 610 28 1/2 1-1/2 1-1/4 1 9/16 1-1/4 1130 55 5/8 1-1/2 1-1/4 1 9/16 1-1/4 1130 55 Wax.loads for clamp with set screw in up or down position. 511/2001 -62- U AOLCO INCORPORATED CORONA, CA (909)737-5599 V.7 NZY Fig. 69R State of California OSHPD Approved Retrofit Capable Beam Clamp Retaining Strap Size Range— 3/8 and 1/2 inch rod; 4thru 16 inch lengths.** Material - Pre-Galvanized Steel. Function - To offer more secure fastening of various types of beam damps to beams where danger of movement might be expected. NFPA #13 requires the use of retaining straps with all beam clamps installed in earthquake areas. NFPA 13 (1999) 6-4.7.1. Features - Beveled locking slot* is precisely formed to align with the threaded section of a hanger rod or set screw and engage the unit securely. May be used as shown in section "A-A' or inverted. Allows easy installation for new construction or retrofit applications. Important Note: Good installation practice of a retaining strap requires that the strap be held tightly and securely to all component parts of the assembly. Therefore a locking mechanism of some kind, such as the beveled locking slot on the Fig. 69R or a hex nut tightened against other types of retaining, straps, will provide a more secure and reliable installation. Approvals - Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL). Approved for use with any listed beam damp. Approved by State of California Office of Statewide Health, Planning and development (OSHPD). Finish - Pre-Galvanized. Order By - Figure Number, Rod or Set Screw Size, and Length. Note - Minimum return on Strap: I". * Patent #5,947,424 ** Longer lengths are available, consult factory. ROD SIZE - LENGTH 3I8 Specify 1/2U Specify 517/2001 -65- tilccl Fire& Security Onplexed-I iIUU inIm. EI4Nurt1iii4X0) ____ liin# ?We1 SO DSIP. ZOO. :1I4IzI lAID 64. iJJg IIST300. . .41444i .52. ITi5O .JJ414ijV3 7 .X00r. 5. :. 1000 :54 ;US]2OO.. .. AM44id . ..tooa... 54 1f250. 14D . 67$ . 55UST3flO 4j444..: .. 725. 1000 _s i50O fl24!jIi2: 100 5.'S0 1000 IAI E-EL -sam ' -MYS ti414-NutIrt(I(i#1O0 -. . I&. MiéI Screw IM1bi eriIn Ls.tih Uim Lilh.IP1lltSze :LIJFM 1'iihuuni Thckuu Pdinum Thlckii.p A oc UIp7.4.PITPA If IISIR I IlZ 12-24x1-V2 -147W 10Q 314.4 114" 112 35I0:3lr . 1 11L.l'Il!NPPA 34 - DS'JRl' i1420id 14734 1100i 314.4 .1I36"-0 g 1W 13104120 I —i UbM 31 DSMSIC SF 36-l1.U4- 33004 4 IkW-2O3a 4M" -224MI#I20 I -PA i2 BST-JO 1M-14,d- .0W20.p 114" 1403I20 1 -rirA 33 lIST-IS- 1414*1 i/i 114' 9704 lIl5n twph - 34 '85T20 1f4.14 I14 UST2S - lIl-i4i.12 - - 1 30. I$T30. 1/4.I4 om 114 - 37 - D8T516 - 5lJ6-l8xl j4 - 10O# 4 15410*131W. 1'MnNIW* 38 1B54l - _I2-24jd 112 14734 - - 114" 112" 312341114': 2 ____ ____ llem# 71C IYS e14S ea#1I1I) . •- . •. . Fu .11Bl3lW 1 1444i2 112 -ii4"-:50 111 JW_31W 414 SO 725 504) 4fl 1jfl jJ4..34,j 036.20i 1W tS10*l2D So 50000 7 28 lIS1R5 16 flM8trlM -lW- .222 -3 • ig. . :443S- OST5I S_Ii*1_114 LlVitW lW 150D9J2Y16" _____ ________ .25'-1W L2".• OI234t4W. _ :. •• a :5145W STEEL —Sidewinders Self-Drilling • Self-tapping steel screw shown with retainer ma SWDR screws include retainer ma STEEL - 1/4" Rod (Horizontal Nl ount) Use #14SW Nut Driver (Item #101) Model Screw Description I MinimumiMaximumi I Thickness I I Thickness Case QtyItem# Actual i I Shear/Pullout I Box. Qty I Weight I (per 100) I 2003 SWD 100 1/4-14x1 I .066-l6gal 1/4" I 1477#I16ga 100 1 6.00 I 1000 407 SWD 200 1/4-14x2 I .066-l6gal 1/4 I I477#/l6 100 I 6.50 I 1000 206 SWDR 100 1/4-20 I .036'_20 gal 1/4 1900#/200 100 6.00 1000 i #I4SW 0tem#1014e Sd.windm's& Sammy. 1fF rod Ultimate Pullout Values - Sammys (average lbs. ultimate) Fastener Steel Gauge Model Dia. Pt. 20 18 16 14 12 3/16 114 DST 1/4 #3 446# 613# 970# 1145# 1544# 3190# 061516 5/16 #3 457# 568# 1209# 1712# 2422# 3716# TBCSO #12 #5 487# 699# 913# 1527# 3270# 3593# DSTRI 1/2" #12 #5 1 3270# 3593# DSTRI" 1 1/4 #3 11510# DSTR 516 1 5/16 #3 12200# Ultimate Shear! Pullout Values - Sidewinders (average lbs. ultinste) Fastener Steel Gauge Model Dia. Pt. 20 18 16 14 12 3/16 1/4 SWD 1/4 #3 1477# SWDRIII2" #12 #5 2375# SWORI" 1/4 #3 1900# 1900# SWDR5I6 5/16 #3 2480# 2480# SHEET STEEL GAUGES Gauge No. 1 1/4 1 3/16 1 12 1 14 1 16 1 18 1 20 1 22 1 24 1 26 Decimal Equivalent 1 .25 1 .188 1 .105" 1 .075" 1 .060" 1 .048" 1 .036" 1 .030" 1 .024" 1 .018" [PERFORMANCE DATA FOR STEEL] Aluminum Curtain Wall Extrusion Ultimate Pullout Values (average lbs. ultinute) Fastener Thickness Model Dia. Pt. .114 .092 1 .365 1 .132 DST 10 1/4 #3 1265# 12750# SWDIO 1/4 #3 1120# 1 11420# STEEL - 3/8" Rod (Horizontal Nl ouni) Use #148W Nut Driver (Item #101) Approval Item# Model I Screw Description I IlL Load Test IJIJFM I Minimum Maximum I Actual I lb. l I Pile Size Thickness Thickness Shear/Pullout I - 100 Weigh (per IOC NPPA 39 SWD 10 I 1/4-14x1 I I I .066".16ga 1/4" f 1477#/l6ga 100 6.00 NFPA NFFA NFPA 40 41 42 SWD 15 SWD 20 SWD 516 I 1/4-14x1 1/2 1/4-14x2 5/16-18x1 1/4 1 100 100 7.50 6.50 7.00 "PA 46 ISR1 1/2" I 1/4-20 1/2 1500# 4 .25"-1/4" 1/2 2375#/.25"-1/4" 100 7.25 43 lSWR1" 1/4-20 4 1/4" 1900#/20ga 100 7.00 UL.NFPA 44 ISWDR516 I 5116-18x1 1/4 1500# 4 f .036"20ga1 1/4" 2480#/20ga 100 8.25 NFPA 45 ISWT15 I 12-24x11/2 - .25"-1/4 1/2" 100 6.25 For fastening/anchoring in high vibratory environments, consult local code authorities for accepted anchoring devices Notsc Screws awsl be instailed wish appropriate nut #jiverw comp1with Page 7 Anchoring Systems 4.3.4 HDI I HDI-L Drop-In Anchor 4.3.4.1 PRODUCT DESCRIPTION The Hilti HDl/HDl-L Drop-In anchor is an internally threaded, flush mounted expansion anchor for use in concrete. Product Features HDI Lip allows accurate flush surface Anchor, setting tool & Hilti drill bit setting, independent of hole form a matched tolerance - depth & ideal for repetitive system to provide reliable fastenings with threaded rods fastenings of equal length Below surface setting for easy Intelligent expansion section patchwork adapts to the base material & Allows for shallow embedment reduces number of hammer without sacrificing performance blows up to 50% HDI-L Easy to read brand & size Lip provides flush installation, - identification (red laser print) consistent anchor depth, and easy rod alignment Guide Specifications Expansion Anchors: Expansion anchors shall be flush or shell type which meet the description in Federal Specification FF-S-325, Group VIII, Type 1, for expansion shield anchors. Anchors to be zinc plated in accordance with ASTM B633, - Sc. 1 ;Type III. Anchors shall be Hilti HDI/HDI-L anchors as supplied by Hilti, Inc., P.O. Box 21148, Tulsa, OK 74121. Installation: Shell or flush type anchors to be installed in holes drilled with Hilti carbide tipped drill bits. Anchors shall be installed per manufacturer's recommendations. Approvals/Listings City of Los Angeles (COLA): Research Report No. 23709 (HDI .Only) Factory Mutual (FM): Serial No. 22765 "Sprinkler Hangar Components—Expansion Shields." (HDI and HDI-L) Conforms to the description in Federal Specification FF-S-325, Group VIII, Type 1 for expansion shield anchors. (HDI and HDI-L) Underwriters Laboratory (UL), "Pipe Hangers" (3/8"-3/4" diameter) (HDI and HDI-L) International Conference of Building Officials (ICBO): Evaluation Report No. 2895 (HDI Only) MECHANICAL Southern Building Code Congress (SBCCI): Report No. 9930 (HDI Only) S PROPERTIES f min. f. 4.3.4.2 MATERIAL SPECIFICATIONS . ksi (F1Pa) ksi (MPa) HDI/HDI-L Carbon Steel material meets the requirements of AISI 1010M for the 1/4", 3/8" & 1/2" 44 (303) .53 (365) HDI Carbon Steel material meets the requirements of AISI 121-14 for the 5/8" and 3/4" sizes 60 (415) 78 (540) HDI Stainless Steel material meets the requirements of AISI 303 60 (414) 1 100 (689) Carbon Steel HDl/HDl-L plated with a dull zinc finish for corrosion protection in accordance with ASTM B633, Sc. 1, Type III 4.3.4.3 TECHNICAL DATA HDI/HDI-L Specification Table HDI/HDl-L HDl/HDI-L HDl/HDI-L HDI HDI Anchor Size 1/4 3/5 1/2 3/ 3/4 (mm) (6.4) . (9.5) (12.7) (15.9) (19.1) d: bit diameter in. /s '/z /s 1 h: std. depth of embed. in. 1 1116 2 2/is Wis €: anchor length (mm) (25) (40) (51) (65) (81) h1: hole depth €th: useable thread in. 7/ 5/ 5/ . 7/ 1/ length (mm) (11) (15) (17) (22) 1 (34) Threads per in. 20 16 13 11 10 h: mm. base material in. 3 31/6 4 51/i 6/8 thickness (mm) (76) (79) (102) (130) (162) T: max. tightening It lb 4 11 22 37 80 torque (Nm) (5.4) (14.9) (29.8) (50.2) (108.5) Combined Shear and Tension Loading ( _. NL )5/3 1.0 + ( _~d_) :5 (Ref. Section 4.1.3) HIM Product Technical Guide 10199 125 Anchoring Systems 4.3.5 HDI-P Drop-In Anchor 4.3.5.1 PRODUCT DESCRIPTION The Hilti HDI-P Drop-In anchor is an internally threaded, flush mounted expansion anchor for solid and hollow concrete. Product Features Optimized 3/4" anchor length to allow reliable fastenings in hollow core panels, pre-cast plank & post tension slabs Shallow drilling enables fast installation Lip provides flush installation, consistent anchor depth and easy rod alignment Setting tool leaves mark on flange when anchor is set properly to enable inspection & verification of proper expansion Approvals/Listings Approvals Factory Mutual (FM) International Conference of Building Officials (ICBO) Evaluation Report No. 5264 City of Los Angeles (COLA) Research Report No. 25350 Guide Specifications Expansion Anchors: Expansion anchors shall be flush or shell type which meet the description in Federal Specification FF-S-325, Group VIII, Type 1, for expansion shield anchors. Anchors to be zinc plated in accordance with ASTM B633, Sc. 1, Type Ill. Anchors shall be Hilti HDl-P anchors as supplied by Hilti, Inc., P.O. Box 21148, Tulsa, OK 74121. Installation: Shell or flush type anchors to be installed in holes drilled with Hilti carbide tipped drill bits. Anchors shall be - installed per manufacturers recommendations. 4.3.5.2 MATERIAL SPECIFICATIONS HDl-P Carbon Steel material meets the requirements of AlSl 111 OM or AISi 1010 Zinc plated for corrosion protection in accordance with ASTM B633, Sc. 1, Type Ill 4.3.5.3 TECHNICAL DATA HDI-P Specification Table Description Length In. (mm) Bit Size in. Average Ultimate Loads, lb (kN) Allowable Loads, lb (kN) 4000 psi (27.6 MPa) Concrete Hollow Core 4000 psi (27.6 MPa) Concrete Hollow Core Tension I Shear Tension Shear Tension Shear Tension Shear HDI-P3/o 3/4 (19.1) /2 1900 (8.5) 13000 (13.3) 2100 (9.3) 14000 (17.8) 380 (1.7) 1 600 (2.7) 420 (1.9) 1 800 4.3.5.4 INSTALLATION INSTRUCTIONS RSW INS 1. Set depth 2. Hammer-drill 3. Clean hole. 4. Insert anchor. 5. Insert setting tool gauge on drill. hole. and strike with hammer until 4.3.5.5 ORDERING INFORMATION anchor is fully set. 6. Collar of setting tool will leave an indentation on flange of anchor when properly expanded. HDI-P Products Description Item No. Quantity/Box HDl-P 3/e 00243554 100 Setting Tools for HDl-P Anchors Description Item No. HSD-G 3/s" - 3fl' Setting Tool WI hand guard 00247776 HST-P 3/a"- 3/4" Setting Tool 00253784 Hifti Product Technical Guide 10199 129 Ai Factory Mutu a l H e search 1 4 I Plop Approval Guide ) Ptothsct . Hanger Rod Max Nominal Designation Size, in,, NC Pipe Size, in. Remade %114 through 4 Sleeve Anchors 660282 % . ~ through 4 660290 % 2/4 through 4 652172 % . - :V4 through 4 (I80316 •' ½ 5.60r8 6,6or6 852198 V :- = ½ 5,60r8 652289 . ' - % 10,12 652297-. .'-. % 10.12 Product Hunger Rod Max Nominal Designation Size, mm Pipe Sire, hr. Remarks HST 10 4 Skid Type HST . 12 8 Mae Thread MST 16 12 HKD 10 4 Drop In Type HKD 12 . 8 lED 16 12 fl'W Befestlgungesysteme GmbH Postfach 62, 66880 Hutechenhaueen Germany Product Hanger Rod Max Nominal Designation Size, mm Pipe Siz., mm on.) Remade (In.) Drop-In Anchor SA-M10 MIO 20-100 (%) (*/4-4) SA-M12 M12 125-200 (½) (5.8) Wedge Anchor FA-MIO M10 20-100 (~) (%.4) FA-M12 M12 125-200 (½) . . (5-8) 2000 Factory Mutual Research Approval Guide Automatic Sprinkler Systems -- 1-193 Thv&icf Hanger Rod Max Nominal Designation Size, hi. P4rw Size, hi Remarks NC 010-A-3770 :V4x41/4 10,12 Parawedge concrete Anchor 3773 V4x4V4 3778 3Ax5½ 3784 44x6'I4 3787 'Y4x7 3790 41444½ 3793 9/4x10 All anchors are available In zinc plated steel and stainless steel. The first 3 digits in the Product Designation are identified below. The letter in the Product Designation refers to the packaging category. 010— Designation Grade 2 A - Bulk 020—Designation Grade 5 B - Mini-bulk 080— Designation Stainless Steel C - Boxes Him inc 5400 S 122nd East Ave Tulsa OK 74146 Product Hanger Rod Max Nominal Deelgnetics, Size, hi, Pipe Size, in. NC HDI % 4 ½ 8 ~ 8 3/4 . 12 HDl-I. % 4 ½ 8 HDI-P % 4 Product Anchor Rod Max Nominal Designation Size, In,, Pipe Size, hi KS-11- - ~ 4 Flscherwerke Artur Fischer GnibH and Co KG, Weinhalde 14-18, Poetfach 1152, 10142176 Waidachtai Germany Product Hanger Rod Max Nominal DesIgnation Size, mm P$ Size, In Remarks EAM1O - -. -: 10 4 Hammeret EA M12 12 8 Anchor EAMIO 16 12 EA MW 20 12 FHA 16x60 10. 4 Heavy-duty. FHA 16x80 10 4 Anchor FHA IS- 12 8 FHA 24** 16 12 FAB1O 10 4 Anchor Bolt FABI2 12 8 FAB14 14 8 FAB16 16 12 FA520 20 12 FAB24 24 12 FZA 10x40 M6 % 4 with FZARCM638 coupling FZA 12x50 M8IDIO' ½ 8 with FZARCM8I2 coupling FZA 12x50 M8/010r -4 with FZARCMB38 coupling FZA 14x40M10 10 4 ZykonAnchor FZA 14x60M10 10 4 FZA 14x60 MIODJIO ½ 8 with FZARCM10I2 coupling FZA 18x80M12 12 8 FZ,22x100 M16 16 12 FZA 22025 M16 16 12 FZA 14x60M100I10 10 4 FZA 18x80M12D/20 12 8 FZA 22x100M16 D120 16 12 F7ti22x125 M18 0125 18 12 F2A18x80M10I 10 4 FZA 22x100M121 12 8 FZA22x125M121 12 8 FZEA 12x40 M10 10 4 FZEA14x40M12 12 4 'These anchors am also Factory Mutual Research Approved when threaded for use with the nearest equivalent standard metric or UNC size rod. 'Mcd.I FHA Series Approved with Suffix .5, -II iv -S Style insert. All anchors are available in zinc plated steel and stainless steel. Him AG, FL-9494 Schoen, Fuerstentum Liechtenstein Product Hanger Rod Hanger Max Norsinsi Desation mm Pipe Size, hi (In) HKD-S. HKD-SR 10 4 (4t) BSW 1110-S . HKD-SR 12 8 (½) SSW HKD-S, HKD-SR 16 12 (%) BSW HKD-S, HKD-SR 0 12 2BSW nW, Ramsetlfled Head 1300 N Michael Dr Wood Dale IL. 60191 Product Hanger Rod Max Nominal DesignatIon . Size, mm Pipe Size, in. Remade Shallow EmbedmantAnchor RX-38 4 Red Head Sefl-Drilling Expansion Shell, $48 % 4 Rod hanger. flush 3-12 ½ . 8 endsnap.cfl types 5-58 ¼ 12 3-34 % 12 tqca Fire& Security. Somplexed-nnell :SEC:TION9 SWAY BRACING. • ao. INCORPORATED CORONA, CA (909)737-5599 @C@ Fig. 909 State of California OSHPD Approved No-Thread Swivel Sway Brace Attachment Size Range— 1 inch bracing pipe. For brace pipe sizes larger than 1 inch use Tolco Fig. 980. Material - Carbon Steel, hardened cone point engaging screw. Function - The structural component of a sway and seismic bracing system. Features - This product's design incorporates a concentric attachment opening which is critical to the performance of structural seismic connections. NFPA 13 (1999 Edition) Table 6- 4.5.9 indicates clearly that fastener table load values are based only on concentric loading. No threading of the bracing pipe is required. Open design allows for easy inspection of pipe engagement. All steel construction eliminates deficiencies associated with malleable type attachments. Fastener can be mounted to all surface angles. Application Note - The Fig. 909 is used in conjunction with the Tolco Fig. 1000 "Fast Clamp", Fig. 2001, or Fig. 4(A) pipe clamp, and joined together with bracing pipe. Install per NFPA #13 and/ or Tolco's State of California OSHPD Approved Seismic Restraint Manual. Installation - Extend bracing pipe through opening. Tighten cone point engaging screw until head bottoms out. Approvals - Underwriters' Laboratories Listed in USA (UL) and Canada (cUL). Approved by State of California Office of Statewide Health, Planning and Development (OSHPD). Finish - Plain. Note—Available in Electro-Galvanized and HDG finish. Order By - Figure number, pipe size and finish. Important Note - The Fig. 909 is precision manufactured to perform its function as a critical component of a complete bracing assembly. To ensure Performance, the UL. Listing requires that the Fig. 909 must be used only with other Tolco bracing Droducts. NATIONAL AND INTERNATIONAL PATENT APPLICATIONS IN PROCESS. MAX. HORIZON- MAX. HORIZONTAL PIPE TAL DESIGN LOAD DESIGN LOAD LBS. APPROX. SIZE A B H* LBS. WIWASHER wr.iioo 1 6 1-5/8 17/32 2015 2765 91 * Available with hole sizes to accommodate up to 3/4" fastener. Consult Factory. 51712001 -159- 132 CAL C o INCORPORATED CORONA, CA (909)737-5599 @C@ I Fig. 980 State of California Universal Swivel Sway Brace Attachment OSHPD Approved Size Range - One size fits bracing pipe I thru 2 inch, lolstrut 12 gauge channel, and all structural steel up to 1/4 inch thick. Material - Carbon Steel. Function - Multi-functional attachment to structure or braced pipe fitting. Features - This product's design incorporates a concentric attachment opening which is critical to the performance of structural seismic connections. NFPA 13 (1999 Edition) Table 6-4.5.9 indicates clearly that fastener table load values are based only on concentric loading. Fits multiple sizes, of bracing pipe, strut or structural steel. Mounts to any surface angle. Break off bolt head assures verification of proper installation. Application Note - Install per NFPA #13 and/or Tolco's State.of California OSHPD Approved Seismic Restraint Manual. Installation - Place bracing component into jaw fully and tighten bolt until head breaks off. Approvals - Underwriters' Laboratories Listed in USA (UL), and Canada (cUL). Approved by State of California Office of Statewide Health, Planning and Development (OSHPD). Refer to Tolco's State-of California Approved Seismic-- Restraint Products Manual. Note - The Fig. 980 Swivel Attachment and the Fig. 1000 "Fast Clamp", Fig. 2001, or Fig. 4A Pipe Clamp, make up a sway brace system of (UL) Listed attachments and bracing materials which satisfies the requirements of Underwriters' Laboratories and the National Fire Protection Association (NFPA). Finish - Plain. Note—Available in Electro-Galvanized finish. Order By- Figure number & Finish. Important Note - The Fig. 980 is precision manufactured to perform its function as a critical component of a complete bracing assembly. To ensure performance, the I.I.L. Listing requires that the Fig. 980 must be used only with other Tolco bracing products. NATIONAL AND INTERNATIONAL PATENT APPLICATION IN PROCESS. Max. Horizontal Design APPROX. A B H* . --A. ns .a a 517/2001 -162- SHOWN WITH FIG. 980 2000 INCORPORATED CORONA. CA (909)737-5599 @C@ Fig. 1000 State of California "Fast Clamp" Sway Brace Attachment OSHPD Approved Size Range - Pipe size to be braced: I thru 8 inch Schedule 10 thru 40. Pipe size used for bracing: I and 1-1/4 inch Schedule 40 IPS. Material - Carbon Steel. Function - For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace system: Fig. 1000 is used in conjunction with a Tolco 900 Series Fitting and joined together with bracing pipe per NFPA #13* or Tolco's OSHPD Approved Seismic Manual, forming a complete sway brace assembly. Features - Can be used to brace Schedules 10 thru 40 IPS. Field adjustable, making critical pre-engineering of bracing pipe unnecessary. Unique design requires no threading of bracing pipe. Can be used as 4-way riser brace. Can be used as longitudinal brace with Fig. 907. All steel construction eliminates structural deficiencies associated with casting type sway brace fittings. Comes assembled and individually packaged with illustrated installation instructions - sizes are dearly marked. Steel leaf spring insert provided to assure installer and inspector necessary minimum torque has been achieved. Application Note - Position Fast Clamp and tighten two hex nuts until leaf spring flattens. A minimum of 1 inch pipe extension beyond the Fig. 1000 is recommended. *Length of bracing pipe per NFPA 13 (1999 Edition) Table 6- 4.5.8: 1 inch Schedule 40 bracing pipe maximum 7'-0, 1-1/4 inch Schedule 40 bracing pipe maximum 9-0". Approvals - Underwriters' Laboratories Listed in USA (UL) and Canada (cUL). Approved by State of California Office of Statewide Health, Planning and Development (OSHPD). Finish - Plain. 'Note— Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Order first by pipe size to be braced followed by pipe size used for bracing, figure number, and, finish. Important Note - The Fig. 1000 is precision manufactured to perform its function as a critical component of a complete bracing assembly. To ensure performance, the U.L. Listing requires that the Fig. 1000 must be used only with other Tolco bracing products. 51712001 . -166- Fig. 1001 - Sway Brace Attachment Size Range - Pipe size to be braced: 21/211 thru 8" IPS.* Pipe size used for bracing: 1" and 11/411 Schedule 40 IPS. Component of State of California OSHPD Approved Seismic Restraints System Material - Carbon Steel Function - For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace system: The Fig. 1001 is used in conjunction with a TOLCOTM 900 Series fitting and joined together with bracing pipe per NFPA 13, forming a complete sway brace assembly. Features - *Can be used to brace schedules 7 through 40 IPS. Field adjustable, making critical pre-engineering of bracing pipe, length unnec- essary. Unique design requires no threading of bracing pipe. Can be used as a component of a four-way riser brace. Comes assembled and ready for installation. Fig. 1001 has built-in visual verification of correct installation. See installation note below. Installation Note - Position Fig. 1001 over the pipe to be braced Maximum Design Load and tighten two hex head cone point set bolts until heads bottom Sch 7 - 1600 lbs. out. A minimum of 1'! pipe extension is recommended. Sch 10 & 40w/1" Brace Pipe -2015 lbs. Approvals - Underwriters Laboratories Listed in the USA (UL) and Sch 10 & 40 W/11/4" Brace Pipe - 2765 lbs. Canada (cUL). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish - Plain Note - Available in Electro-Galvanized and HDG finish. Order By - Indicate pipe size to be braced followed by pipe size used for bracing, figure number and finish. Important Note -The Fig. 1001 is precision manufactured to perform its function as a critical component of a complete bracing assembly. To ensure performance. the UL Listing requires that the Fig. 1001 must be used only with other TOLCO bracing products. The Fig 1001 is not intended for use with the Fig. 907 4-WavLonuitudlnaLBrace Attachment. NATIONAL AND INTERNATIONAL PATENT APPLICATION IN PROCESS OfficelMamifacturing Facility .1315 Sampson Ave. • Corona, CA 92879 • Ph: 951.737.5599 • Fax: 951.737.0330 Customer Service • 800.786.5266 wwwiolco.com VIM Maximum Design Load 2015 Lbs. Fig. 2002 - Sway Brace Attachment Size Range - Pipe size to be braced: 21/211 thru 8" all steel schedules, copper, plastic, FRP, cast iron and ductile iron. Consult factory when bracing other than steel. The Fig. 2002 accepts brace pipes sizes 1 1/2" and 2" steel schedule 100 through schedule 40. Material - Carbon Steel Function - For bracing pipe against sway and seismic distur- bance. The pipe attachment component of a sway brace sys- tem: The Fig. 2002 is used in conjunction with a TOLCOTM 900 Series sway brace attachments and joined together with bracing pipe. Install per NFPA 13 and/or TOLCO .State of California OSHPD Approved Seismic Restrain Manual. Features - Unique design will not damage thin wall, plastic, copper or ductile iron pipe. Easy verification of proper installa- tion by tightening bolts until ears touch. Installation - Place Fig. 2002 over pipe to be braced. Slide bracing pipe through attachment and tighten hex nuts until ears touch. - Approvals - Underwriters Laboratories. Listed in the USA (UL) and Canada (cUL). For additional load, spacing and placement-information relating-to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Finish — Plain Note - Available in Electro-Galvanized and HDG finish. Order By - Figure number, pipe size to be braced, pipe size used for bracing (1 1/21 or 2") and finish. Important Note - The Fig. 2002 is precision manufactured to perform its function as a critical component-of a complete bracing assembly. To ensure performance. the UL Listing requires that the Fig. 2002 must be used only with other TOLCO bracing products. . _, Office!Manufacturing Facility. 1315 Sampson Ave. • Corona. CA 92879 • Ph: 951.737.5599 • Fax: 951.737.0330 Customer Service • 800386.5266 www.lolco.com DAL C o INCORPORATED CORONA. CA(909)737-5599 8 Fig. 4 - Standard Pipe Clamp State of California Fig. 4F - Standard Pipe Clamp Felt Lined OSHPD Approved Fig. 4PVC - Standard Pipe Clamp PVC Coated Size Range - (Fig 4)1/2 thru 30 inch pipe. Size Range —(Fig 4F) 1/2 thru 2-1/2 inch copper tubing. Material - Carbon Steel. Function - Recommended for the suspension of non-insulated pipe or insulated pipe with Fig. 220 shields. (Use with Fig.330 Weldiess Eye Nut, Fig. 102 Eye Rod or Fig. 101 Welded Eye Rod.) Also recommended for attachment of sway bracing up to 3-1/2" pipe size, for larger pipe sizes use Fig.. 4A. Fig. 4F and Fig. 4PVC are designed to reduce noise and vibration and/or prevent electrolysis. Approvals - Fig. 4 is Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL). Fig. 4F and Fig. 4PVC utilize Underwriters' Laboratories Listed Tolco Fig. 4 Standard Pipe Clamp. Approved by Factory Mutual Engineering, 3/4-8 inch. Federal Specification WW-H-171E, type 4,1-1/2 thru 24 inch and Manufacturers Standardization Society SP-69, type 4. Approved by State of California Office of Statewide Health, Planning and Development (OSHPD). Note—When the Fig.4 is used as a sway brace, to ensure performance, the U.L. Listing requires that it must be used with other Tolco brace product. Maximum Temperature - 750°F. Finish - Plain. Note—Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number, pipe size and finish. Order Note—When ordering Fig. 4F allow for 3/16" felt on each half damp. 4F Fig. 4PVC MAX.REC.LOAD.LBS. ROL PIPE SIZES A B C D BOLT SIZE FOR SERVICE TEMP. 650°F 750°F 1/2 3-7/16 1/4 1-1/8 1-1/8 5/16 500 445 29 3/4 3-9/16 1/4 1-1/4 1-1/4 5/16 500 445 31 1 3-9/16 1/4 1-1/4 1-5/16 5/16 500 445 35 1-1/4 4-3/16 1/2 1-3/8 1-11/16 5/16 500 445 40 1-1/2 4-9/16 5/16 1-5/8 1-7/8 5/16 800 715 42 2* 5-9/16 1/2 2 2-1/4 3/8 1040 930 93 21/2* 6-7/16 9/16 2-1/2 2-3/4 1/2 1040 930 126 3* 7 5/8 2-3/4 3-1/16. 1/2 1040 930 141 3_1/2* 7-11/16 3/8 3-1/8 3-3/8 . 1/2 1040 930 154 4 8-1/2 5/8 3-5/16 3-11/16 5/8 1040 930 229 5 9-3/4 3/4 3-7/8 4-3/8 5/8 1040 . 930 261 6 11-5/8 3/4 . 4-7/8 5-1/8 3/4 1615 1440 537 8 13-5/16 1 5-5/8 6 3/4 1615 1440 625 10 16-1/2 1 7-1/4 7-1/4 7/8 2490 2220 1378 12 18-1/2 1 8-1/4 8-1/4 7/8 2490 2220 1574 14 20 1-1/8 9 9 7/8 2490 2220 2103 16 23 1-1/8 10-1/4 10-1/4 7/8 2490 2220 2314 18 25-7/8 1-1/4 11-1/2 11-1/2 1 3060 . 2730 3276 20 28 1-3/8 12-1/2 12-1/2 1-1/8 3060 2730 3863 24 33-1/2 1-5/8 15-1/4 .15-1/4 1-1/4 3060 2730 5222 30 41-7/8 2 19 19 1-3/4 3500 3360 10511 Weets U.L. 203A requirements for attachment of sway bracing. Horizontal design load for 1/2"-2" -380#, 2-1/2" -395#, 3"-435#, 3-1/2"- 540# 517/2001 -29- Shown with two Tolco Fig. 980's and Toistrut Channel brace. 2000 INCORPORATED C0R0NS CA (909)737-5599 @C@ Fig. 4 A State of California OSHPD Approved Pipe Clamp For Sway Bracing Size Range —4 thru 8 inch pipe. For pipe sizes smaller than 4 inch use Tolco Fig. 4. Material - Carbon Steel. Function - For bracing pipe against sway and seismic disturbance. Approvals - Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL) 4 thru 8 inch. Approved by State of California Office of Statewide Health, Planning and Development (OSHPD). Installation Instructions - Install Fig. 4 A Pipe Clamp on pipe to be braced. Attach Sway-Brace Fitting to 1/2' Clamp bolt (Sway- Brace Fitting to be on outside ears of clamp). Tighten securely. (mm. torque requirement-50 ft. lbs.) Sway Brace Assemblies are intended to be installed in accordance with NFPA #13 and the Manufacturers Installation Instructions. Finish - Plain. Note—Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By— Figure number, pipe size and finish. Shown with two Tolco Fig. 980's and Fig. 4A - Longitudinal Brace Fig. 4A - Transverse Brace PIPE A B C D BOLT SIZE MAX. HORIZONTAL APPROX. SIZES DESIGN LOAD. WTJIOO 4 8-1/2 9/16 3-3/8 3-11/16 1/2 2015 221 5 9-3/4 9/16 3-7/8 4-3/8 1/2 2015 253 11-1/2 5/8 5 5-1/8 1/2 2015 513 13-1/4 3/4 6-11/16 6-1/8 1/2 2015 601 51712001 -30- tiinn Security iplexGrinnell FE SPRINKLER. MATERIAL SUBMITTAL SECTION r;... . :• Anchoring Systems Kwik Bolt II Expansion Anchor' 4.3.3 4.3.3.1 PRODUCT DESCRIPTION The Kwik Bolt II is stud type expansion anchor with a single piece wedge that performs as three independent wedges if necessary to provide consistent performance in a wide variety of medium-duty applications. Applicable base materials include concrete, lightweight concrete and grout-filled block. Product Features Impact section (Dog Point) prevents thread damage during installation Independent 3-piece wedge with dimples help prevent anchor from spinning during installation Length identification code facilitates quality control & inspection after installation Anchor size is same as drill bit size for easy installation Comprehensive performance testing to provide high &. consistent performance in concrete, light-weight concrete & grout filled block base materials Guide Specifications Nut Washer Collar Wedge Dimple 7/ Impact Section Anchor Body Wedges Expansion Cone (Dog Point) Mechanical expansion allows immediate load application Can be installed in bottomless hole, which allows the anchor to be driven flush with the surface after use. Eliminates cutting bolt heads. Can be installed through the fixture, improving productivity Comprehensive product offering includes many head styles, sizes, carbon steel and stainless steel materials for a variety of applications Expansion Anchors Expansion anchors shall be stud type with a single piece three section wedge and zinc plated in accordance with ASTM B633. The anchors must meet the description in Federal Specification FF-S-325, Group II, Type 4, Class I for concrete expansion anchors. Anchors shall be Hilti Kwik Bolt II as supplied by Hilti, Inc., P.O. Box 21148, Tulsa, OK 74121. Installation Anchors to be installed in holes drilled with Hilti carbide tipped drill bits or matched tolerance diamond core bits. Anchors shall be installed per manufacturer's recommendations. Listings/Approvals Undeiwriters Laboratory No; 203 "Pipe Hangers" (3/8"-3/4° diameters) International Conference of Building Officials (lCBO): Evaluation Report No. 4627 International Conference of Building Officials (ICBO): Evaluation Report 5224 Southern Building Code Congress (SBCCI): Report No. 9930 City of Los Angeles (COLA): Research Report No. 24946 Conforms to the description in Federal Specification FF-S-325, Group II, Type 4, Class 1 Frtnru Mi iti iI IFUI KR It ir" v o I IA" wlRr.d (',, ,r,Ir RR#"LI AIJII"A I Metro-Dade County Approval 93-0224.04 4.3.3.2 MATERIAL SPECIFICATIONS PROPERTiES f ksi (1Pa) min. t, ksi (MPa) Carbon Steel KB II studs conform to ASTM A510 with chemical composition of AISI 1038 except countersunk KB II, K13314" x 12", KB Ill" x6", KB lii' x 9" and KB Ill" x 12' which conform to ASTM A108 with chemical composition of AISI 11 L41 41 (282) 75 (517) 75 (517) 90 (620) Wedges are manufactured from AISI 1010 carbon steel, except KB 113/4" x 12", KB 111" x 6", KB 111" x9" and KB Ill" x 12" wedges which conform to chemical composition of AISI 304 N/A N/A Nuts are carbon steel conforming to ASTM A563 Grade A and meet dimensional requirements of ANSI 131 8.2.2 N/A N/A Washers are carbon steel conforming to SAE 1005-1033 and meet dimensional requirements of ANSI 18.22.1 Type A Plain N/A N/A PJI carbon steel parts are zinc plated in accordance with ASTM B633, Type Ill Fe/Zn 5 N/A N/A Stainless Steel KB II studs conform to ASTM A276 or ASTM A493 with chemical composition of either AISI 304 or 316 1/4" thru 9/16" over 9/16" 76 (524) 90 (620) 64 (441) 76 (524) iu iis LeeI weuysa are ui me same maieriai graue as coos or superior. Nuts are stainless steel conforming to ASTM F594 with chemical composition of either AISI 304 or 316 and meeting dimensional requirements of ANSI 1318.2.2 to conform with stud material Washers are AISI 304 or 316 stainless steel conforming to ASTM A240 to conform with stud material Note: Special Order KB li's, nuts and washers may vary from standard mateifala 112 Hilti Product Technical Guide 10/99 Combined Shear and Tension Loading ( Nd )5/3 . (__\5/3 1.0 Nmc Vrec ) (Ref. Section 4.1.3) Hilti Product Technical Guide 10/99 113 Anchoring Systems 4.3.3 Kwik Bolt H Expansion Anchor 4.3.3.3 TECHNICAL DATA Kwik Bolt II Specification Table Bolt Size Details in. (mm) 1/4 (6.4) (9.5) 1/2 (12.7) /e (15.9) 34 (19.1) 1 (25.4) dbft. nominal bit diameter' in. 1/4 1/2 /8 /4 1 h,,,,,,/ h,.,,,: minimum/standard depth of embedment in. (mm) 1 11/8 (29) 2 (51) l/ (41) 21/2 (64) 21/4 (57) 31/2 (89) 21/ (70) 4 (102) X/4 (83) 4h (121) 41/2 (114) 5 (152) h,: minimum/standard hole depth in. (mm) 1/e (35) 21/4 (57) 2 (51) 21/a (73) 2/4 (70) 4 (102) 3/1 (86) 4/8 (118) 4 (102) 51h (140) 51/e (140) 7 (178) e: anchor length min./max. other length available in. (mm) 11/4 (44) 41/2 (114) 21/4 (57) 7 (178) 2/4 (70) 7 (178) 31/ (95) 10 (254) 41/4 (108) 12 (305) 6 (152) 12 (305) €th: thread length/ in. extra thread length (mm) dh: wedge clearance in. hole in plate - (mm) T,,,,,: Stainless hmin Recommended !'I! Steel h,,,, weigh Installation Concrete Carbon hmin Torque 2 Steel h,,,,,, Guide Lightweight Carbon hmin Values Concrete Steel h,,,,,, ftlb Grout Carbon hmij, (Nm) Filled Block Steel h,,,,,, 3/4 (19) 3 (76) /e/ 1'/a (22/28) 4 (102) 11/4 (32) 1 4 1 (102) 11/2 (38) 31/2/4/2 (89/114) 11/2 (38) 3'b/4'b (891114) 21/4 (57) 41/2 (114) /i (7.9) 116 (11.1) 6/16 (14.3) 11/16 (17.5) '/i (20.6). 11/8 (28.6) 4 (5.4) 20 (27.0) 40 (54.1) 85 (115) 150 (203) 235 (318) 7 (9.5) 30 (40.5) 75 (101) 110 (149) 200 (270) 450 (608) 4 (5.4) 20 (27.0) 40 (54.1) 85 (115) 150-(203) 250 (338) 7 (9.5) 25. (33.8) 65 (87.8) 110 (149) 235 (318) 450 (608) 4 (5.4) 15 (20.3) 25 (33.8) 65 (87.8) 135 (182) - 4 (5.4) 20 (27.0) 30 (40.5) 75 (101) 150 (203) - 4 (5.4) 15 (20.3) 25 (33.8) 65 (87.8) 120 (162) - 4 (5.4) 20 (27.0) 30 (40.5) 75 (101) 130 (176) - h: mm. base material thickness - 3'(76 mm) or 1.3 h,,, whichever number is greater Hilti carbide-tipped drill bit (see page 236) or matched tolerance HILTI DD-13 diamond core bits (available in diameters from 1/2' to 1 '. Do not apply any type of lubricant to threads prior to torquing anchor. Countersunk, Rod Coupling and HCKB Specification Table Anchoring Systems Kwik Bolt II Expansion Anchor 4.3.3 Description Diameter x Length In. (mm) Thread Length in. (mm) Threads per Inch Box Quantity Item Number Carbon Steel 304 Stainless Steel 316 Stainless Steel carbon Steel Countersunk' 3048tainless Steel Countersunk' Carbon Steel Rod Coupling HCKB 1/4113/4 3/4 (19) 20 100 00045359 00230984 - - -- - 1/4 x 2 (3/16" thread) 7/16 (11) 24 -- --- 00045427 - 1/4 X 21/4 3/4 (19) 20 00045360 00230985 00238483 - - 0029630 1I4x3 (3/i6" thread) 7/j6 (11) 24 --- -- 00045428 00045435 - - - 00045429 - - --- -- - 00045431 -- 00045431 00045438 00045432 00045433 00045436 00045434 -- 00238487 1/4 x 31/4 3/4 (19) 20 00045361 00230986 00238484 1/4 x 4 (3/15" thread) 1a (11) 24 114 x 41/a 3 (76) 20 00045378 00045404 1/4 x 5 (3/1s" thread) 7/1 (11) 24 - - 3h x 21/4 7/ (22). 16 00045362 00230394 -- 3/4 x 3 11/8 (28) 00045363 00230395 00238486 13/4 (44) 00331952 00331962 -- 3/8 x 33/4 li/a (28) 00045364 00230396 21/a (38) 00331953 00331963 3/a x 4 (5/1" thread) 9/i6 (15) 18 . 50 --- 3/a x 5 114 (28) 16 00045365 00230397 - 31/4 (82) 00331954 00331964 3/8 x 4 (101) 00242538 00045405 1/ax 23/4 11/4 (32) 13 00045366 00229232 - 1/2 x 11/4 (32) 00045367 00229223 00238491 21/4 (57) 00331955 00331965 '/2X4'/2 11/4 (32) 00045368 00229077 00238493 3 (76) 00331956 00331966 1 -- 1/ax 51/a 11/4 (32) 25 . 00045369 00229234 00238492 3 (76) 00331957 00331967 -- 1/2 x 4 (101) 00045379 00229235 5/8 x 33/4 11M (38) 11 00045370 00045394 00045475 5/ x 43/4 i'M (38) 00045371 00045395 00045476 21/a (63) 00331958 00331968 5/8 x 6 11/a (38) 00045372 00045396 00045477 5/8 x i'M (38) 00045373 - 4 (101) 00331959 5/8 x 81/a 31/a (89) 00045380 00045407 5/8 x 10 41/a (114) 00045381 00045408 3/4 x 43/41 11/2 (38) 10 20 00045374 00045398 00045479 00331960 00331969 3/4 x 51/a 11/a (38) 00045375 00045399 00045480 31/a (89) 00331961 00331970 - 3/4 x 11/a (38) 10 00045376 00045400 - 5 (127) 00332044 - -- 3/4x 8 11/a (38) 00045377 00045401 3/4 x10 41/a (114) 00332045 00045409 00045490 8/4 x 12 . 41/a (114) 00045415 00045410 - 1 x 6 21/4 (57) 1 8 5 00045412 00045402 00045483 1 x 9 21/4 (57) 00045413 00045403 1 x12 41/a (114) 00045416 00045411 With 2" O.D. washer. Round Post Nut heads available on special order. Contact the Hilti Customer Service Department for details. 124 Hilti Product Technical Guide 10/99 tuca nw 0€ Security Omplexed-nnell FIRE SPRINKLER Y. MATERIAL SUBMITTAL . . :. SECTION;iI- CONTROL VALVES (BUTTERFLY). :• • \,htaUliC An 9 9001 certified company PRODUCT DESCRIPTION Series 705W FireLock Butterfly Valve With Weatherproof Actuator For 300 PSI Service IV 2½-6"Sizes UL V U C FM 8-12Sizes -~~o DIMENSIONS The Series 705W butterfly valve features a weatherproof actuator housing approved for indoor or outdoor use. It has a ductile iron body and disc with EPDM disc coating. The .body is coated with a heat fused polyphenylene sulfide blend to meet FM requirements and the new coating requirements for the 5th edition of UL-1091. For fire protection services, Series 705W valve is UL Listed and FM Approved for 300 PSI (2065 lcPa) service. Flow per- formance exceeds UL Specifi- cation 1091 and FM Approval Standard 1112. Weatherproof Actuator Supervisory switches for valves are available 21/2 - 12" (73.0- 323.9 mm) pre-wired (PW). Supply-side Tap Series 705W valves are avail- able with a ¼' NPT supply side tap designed to allow direct water Supply connec- tion to Victaulic FireLock actu- ated fire protection valves. See separate drawings below. This is an optional feature and must be clearly noted on all orders. Contact Victaulic for additional information on tapped valves. Series 705W Series 705W with Tap SIZE _____ _____ Dimensions - Inches/millimeters - - - - - APrX E to E Hgt. - Nominal In. Wgt. Ea. Actual mm A B C D E F G H J K L 1 0 M N P Lbsfkg 21h 3.77 9.80 1.80 3.92 - 2.88 6.97 5.45 7.02 0.97 2.31 4.50 1.4.4 0.60 1.03 9.1 73.0 96 249 46 100 - 73 177 138 178 25 59 114 37 15 26 4.1 7 mm .1 3.77 9.80 1.80 3.92 - 2.88 6.97 5.45 7.02 0.97 2.31 4.50 1.50 0.60 1.03 9.1 96 249 46 100 - 73 177 138 178 25 59 114 38 15 26 4.1 3 3.77 10.48 2.14 4.22 0.08 3.50 7.61 5.45 7.33 0.97 2.31 4.50 1.75 0.00" 0.80 9.8 88.9 96 266 54 107 2 89 193 138 186 25 59 114 45 0 20 4.4 4 4.63 11.89 2.71 5.09 0.07 6.01 9.05 5.45 8.59 0.97 2.79 4.50 2.60 0.73 1.22 15.3 114.3 118 302 69 129 2 153 230 138 218 25 71 114 66 19 31 6.9 139.7mm 5.88 12.82 3.12 5.61 0.43 6.01 9.98 5.45 8.59 0.97 3.92 4.50 - - - 20.0 149 326 79 143 11 153 253 138 218 25 100 114 - - - 9.1 5 5.88 12.82 3.12 5.61 0.43 6.01 9.98 5.45 8.59 0.97 3.92 4.50 - - 20.0 1.41.3 149 326 79 143 11 153 253 138 218 25 100 114 - - - 9.1 165.1 mm 5.88 13.74 3.61 6.06 1.00 7.20 10.92 5.45 9.05 0.97 3.96 4.50 3.25 1.25 1.50 25.0 149 349 92 154 25 183 277 138 230 25 101 114 83 32 38 11.3 6 5.88 13.74 3.61 6.06 1.00 7.20 10.92 5.45 9.05 0.97 3.96 4.50 3.32 1.25 1.50 25.0 1683 149 349 92 154 25 183 277 138 230 25 101 114 84 32 38 11.3 8 5.33 16.92 4.88 7.94 1.27 10.20 14.06 8.28 13.30 2.05 2.66 6.00 5.10 0.18 0.91 52.0 219.1 135 430 124 202 32 259 357 210 338 52 68 152 130 5 23 23.6 104: 6.40 19.14 5.84 8.69 1.72 12.20 15.77 10.09 16.19 2.05 3.20 9.00 - - - 80.0 273.0 163 486 148 221 44 310 400 256 411 52 81 229 - - - 36.3 124: 6.50 21.54 7.04 10.00 2.66 14.25 18.28 10.09 17.22 2.05 3.25 9.00 323.9 165 547 179 254 68 362 464 256 437 52 83 229 - - un centerline. '..unlacl victauiic I.0mpeny 01 Lanaoa ror UL1. u&lngs. To prevent rotation of valves. it Is recommended that Series 706W be Installed with Victaulic Style 07 Zero-Rex, Style 005 RreLock" or Style HP-70 Rigid Couplings. If Victaulic flexible couplings are used, additional support may be required. Valve must not be installed with disc in full open position. Disc must be partly closed so that no part is protruding beyond end of valve body. Victaulic grooved end butterfly valves are permitted for use with grooved end pipe (IFS) only. Not permitted for use with plain end (IFS) or grooved end cast ductile iron pipe. Series 705W valves are designed for ambient weather conditions as opposed to submersible service. VictaulicO World Headquarters • P.O. Box 31, Easton, PA 18044-0031 • 4901 Kesslersville Rd., Easton, PA 18040 • 610/559-3300 • FAX: 610/250-8817 • www.victaulic.com 2466 Rev.A 4199 0 Registered Trademark Victaulic 0 Copyright 1999 Victaulic Printed in U.S.A. MATERIAL SPECIFICATIONS Body: Ductile iron conforming to ASTM A-536, coated with polyphenylene sulfide blend. Disc: Ductile iron to ASTM A-536, EPDM coating Disc Coating: 0 Grade "E" EPDM EPDM (Green color code). Temperature range -30°F to +230°F (-34°C to +110°C). Recommended for cold and hot water service within the specified temperature range plus a variety of dilute acids, oil-free air and many chemi- cal services. UL classified in accordance with ANSI/NSF 61 for cold +86°F (+30°C) and hot +180°F (+82°C) potable water service. NOT RECOM- MENDED FOR PETROLEUM SERVICES. Stem Bearings: Teflon impreg- nated fiberglass with stainless steel bacldng. Stem Bearing Nuts: Carbon steel, nickel plated Tap Plug: Carbon steel, plated. Bracket: Carbon steel, painted Actuator. O 2½- 6" (73.0 - 168.3 mm): Bronze traveling nut on a steel lead screw, in a steel housing. O 8- 12" (219.1 - 323.9 mm): Steel worm and cast iron quad- rant gear, in a cast iron housing. PERFORMANCE The chart expresses the frictional resistance of Victaulic Series 705W in equivalent feetfnieters of straight pipe. iO.1B-2A SIZE SIZE Nom. EqUlY. Nom. NOV- In. Feet/rn In. Feet/rn Actual Of Actual Of mm Pipe mm Pipe 21/2 73.0 5 1.6 165.11: 8 2.5 76.14: ---ë 1.6 168.3 8 2.5 1 -- -- 11 88.9 1.6 219.1 3.4 4 12 10 12 114.3 3.7 1 273.0 3.7 139.7 4: 12 12 14 !.!.. .3 5 12 11 141.3 1 3.7 * millimeters C, Values C values for flow of water at +60°F (+16°C) with a fully open valve are shown in the table. below. For additional details contact Victaulic. iO.18.3A SIZE SIZE SIZE Nominal Inches C, Nominal Inches CV Nominal Inches CV Actual mm (Full Open). Actual mm (Full Open) Actual mm (Full Open) 73.0 325 139.7 mm 1150 8 219.1 3400 76.1 mm 325 5 141.3 1 1150 10 273.0 5750 3 88.9 482 165.1 mm 1850 12 323.9 8300 4 114.3 600 6 168.3 1850 Formulas for C Values cv Q = Where: 0 = flow (GPM) AP = Pressure Drop (PSI) =Flow Coefficient SWITCH AND WIRING Supervisory Switch 21/2 - 12" (73.0 - 323.9 mm) sizes: Series 705W PW - Two, single pole, double throw, pre- wired switches. Switches are rated 1OA @125 or 250 VAC 60 Hz and 025A @250 VDC,0.50A@ 125 VDC Supervisory Switch Wiring A. Pre-wired Switches Switches Supervise Open Valve One switch has two #18 MTW wires per terminal. Permits complete supervi- sion of leads (see dia- grams below). Second switch has one #I8MTW wire per terminal. This double circuit provides flexibility to operate two electrical devices at sepa- rate locations such as an indicating light and an audible alarm in the area at the valve installation. Switch #1 SI Switch #2 S2 (Normally Closed: (2) Blue Slj Normally Open: (2) Brown I. Common: (2) Yellow I NormallyClosed: Blue with Stripe S2Normally Open: Brown with Stripe Common: Yellow with Stripe A ground lead, #14MTW is provided (green) LII. USTED JUNCTION Bw OP5IJ1T CONDUITONN5CTORS WIRE MItS Ewa. L.J oAnTIanO AT U II ___ •' 4j< NOTE: Connecting to Common Terminals (Yellow Si and Yellow with Orange Stnpe - S2). and Normally Closed Terminals (Blue Si and Blue with Orange Stripe - S2); e.g., indi-cator light and alarm stays on until valve is fully opened; than indicator fight and alarm go out. Cap off unused wire, e.g.. Brown and Brown with Orange Stripe. Actuator Repair In the unlikely event of an actua- tor failure, complete actuation replacement is required. ALL REPLACEMENT PARTS MUST BE OBTAINED FROM THE MANUFACTURER TO ASSURE PROPER OPERATION OF THE VALVE. This product shall be manufactured by Victaulic Company. All products shall be installed in accordance with current Victaulic installatlorrlassembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. 10.18-2 tL,co /Fire & Building / Products Technical Services: Tel: (800) 381-9312/ Fax: (800) 791-5500 www.tyco-fire.com -08M Customer Service/Sales: Tel: (414) 570-5000/(800) 558-5236 Fax: (414) 570-5010 / (800) 877-1295 Tyco Fire Products Model BFV- I Butterfly Valve General Description ion The Model BFV-1 Butterfly Valve is specifically designed to provide for efficient control of fire protection water supplies. The Model BFV-1 is provided with a 1/4" NPT supply side tap for sizes 2'h'- 8". The Model BFV-1 is designed to meet the increasing pressure requirements of the Fire Protection Industry with a maximum operating pressure of 300 psi. Flow may be from either direction, and the valves maybe positioned in any orientation. The valve is furnished with grooved ends for use with grooved couplings and can be easily adapted to flanged components utilizing Grinnell Figure71 Class 150flange adapters. The bodyand disc construction providesforincreased strength and durability. The Model BFV-1 Butterfly Valve is providedwith 2setsofSPDTSupervlsory Switches for use in outdoor and Indoor applications. A high strength stainless steel upper stem is provided for dependability. The surfaces at the upper stem and lower trunnion areas incorporate a reduced dynamic torque and anti-compression set design to ensure low operating torque and increased seal longevity. This unique Tyco design feature prevents elastomericfailure of the disc encapsulation that is commonly experienced with other manufacturers. This is accomplished by providing uniform compression throughout the opening and closing operation of the disc. The Model BFV-1 Butterfly Valves are a redesignation for the Central Figure 570, Central Figure 580 and Grinnell Figure 580. WARNING The Model BFV-i Butterfly Valve described herein must be installed and maintained in compliance with this document as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any otherauthotitles ha ving jurisdiction. Failure todo so may impair the performance of this device. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. The installing contractor or sprinklermanufacturershould be contacted with any questions. Technical Data Model: BFV-1 Sizes: 2", 21h', 3',.4, 5', 6', 8, 10' & 12' Maximum Working Pressure: 300 psi (2068 kPa) Factory Hydro Test: 100% at 600 psi (4137 kPa) in accordance with test requirements of MSS SP-67, UL FM and ULC Approvals: UL FM and ULC for both indoor and outdoor use. Note: 8' - 12" are FM approved only. See Fire Protection Submittal Sheet for exact .Usting / Approval information. Materials of Construction: Body: Ductile iron conforming to ASTM A-536, Grade 65-45-12 Body Coating: Epoxy Disc: Ductile iron conforming to ASTM A-536, Grade 65-45-12 Disc Seal: Grade EPDM '"E"encapsulated rubber conforming to ASTM D-2000. Upper Stem: Type 440 Stainless Steel (2'-8') Type 17-4 Stainless Steel (1(r-12') Lower Plug and Stem: Type 17-4 Stainless Steel Operator: Gearoperatorwith iron housing coated with Epoxy Bracket: Steel - Black Zinc Plated Ordering Procedure When placing an order, indicate the full product name. Please specify the quantity, valve model number, size, type of seal; EPDM "E", and part number from the following list. Valve Valve Size Part Number 2' 59-300-F-020 21/2' 59-300-F-025 3" 59-300-F-030 4' 59-300-F-040 5" 59-300-F-050 6 59-300-F-060 8' 59-300-F-080 10' 59-300-F-1 00 12" 59-300-F-120 Tyco Fire Products, valves, accessories and other productsareavailablethroughouttheU.S., Canada, and internationally, through a network of distribution centers. You may write directly or call 215-362-0700 for the distributor nearest you. Care and Maintenance The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in accordance with the applicable standards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The installing contractororproduct manufacturer should be contacted relative to any questions. Any impairment must be immediately corrected. It is recommended that automatic sprinkler systems be inspected, tested and maintained by a qualified Inspection Service. Page 1 of 2 September 2004 TFPI 530 Note: Friction Resistance is specified in equivalent length of Std. weight (C-i 20) steel pipe. Page 2 of 2 Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and workmanship when paid forand properly installed and maintained under normal use and service. This warranty will expire ten (10) yearstrom date of shipment by Tyco Fire Products. No warranty is given for products or components manufactured by companies not affiliated byownershipwith Tyco Fire Productsorfor products and components which have been subject to misuse, improperinstallation, corrosion, orwhich have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Are Protection Association (NFPA), and/orthe standards of any otherAuthorities Having Jurisdiction. Materialsfound byTyco Are Products to be defective shall be either repaired or replaced, at Tyco Are Products' sole option. Tyco Are Products neither assumes, nor authorizes any, person to assumeforit,anyotherobligationlnconnectionwith the sale of products or parts of products. Tyco Are Productsshallnotberesponsibleforsprinldersystem designerrorsorinaccurateorincompleteinfomiation supplied by Buyer or Buyers representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE TFP1 530 LIABLE, IN CONTRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THEORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUEN11ALDAMAGES,INCLUDlNGBuTNOT LIMITED TO LABOR CHARGES, REGARDLESS OF WHE11IERTYCOFIREPRODUCTSWASINFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALLTYCO FIRE PRODUCTS' LIABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE 11FJMEWIlK WAARANIJSM0E IN LIEU 0! Model BFV-1 Butterfly Valve Position Indicator Switch Rating: =Or, 1OA 125, 250 VAC Super Switc 0.25A 250 VDC (Valve Fully Open) 0.50A 125 VDC NC BLK S1 com NO RED End of Line Resistance Next Device WHT Voltage ASSlSIS2 com ....N0IoRJ Source W /ORN AnaiFiary WIRING Signal Deve DIAGRAM Itilization and Connection of Auxiliary Switch to be Reviewed and Approved by the Local Authority Having Jurisdiction Front view with valve open Nominal Dimensions Approx. Weight Size A B C D. E F C H Inches Inches Inches Inches Inches Inches Inches Inches Inches lbs. mm mm mm mm mm mm mm mm mm Kg. 4.80 10.14 6.68 2.38 3.19 5.41 9.0 60.3 121.9 257.6 169.7 60.5 81.0 137.4 N/A* N/A 4.0 21/2' 5.34 10.41 7.22 2.88 3.81 5.72 1.44 12.0 73.0 135.6 264.4 183.4 73.0 1 96.8 145.3 N/A* 36.6 5.4 5.67 11.38 8.75 3.50 3.81 5.72 1.44 14.0 88.9 . 144.0 289.1 222.3 88.9 96.8 145.3 N/A* 36.6 6.4 6.76 12.70 9.65 4.75 4.56 5.72 1.46 22.0 114.3 171.7 322.6 245.1 120.7 115.8 145.3 N/A* 37.1 10.0 7.15 14.56 10.23 6.25 5.81 6.18 1.46 31.0 141.31 181.6 369.81 259.8 158.81 147.6 157.0 N/A* 37.1 14.1 6' 7.88 15.23 10.96 6.75 5.81 6.18 1.46 36.0 168.3 1 200.2 386.8 278.4 171.5 147.6 157.0 N/A* 37.1 16.3 8' 9.24 17.501 13.37 10.00 5.25 6.43 1.22 2.63 .52.0 219.1 234.7 444.51 339.6 2540 133.4 163.3 31.0 66.8 23.6 10' 11.81 21.781 16.93 12.00 6.25 7.96 1.75. 75.0 273.0 299.9 553.2 430.0 304.3 158.8 202.2 MI u,A 34.1 12" 12.97 24.11 19.10 14.27 6.50 8.83 2.60 90.0 323.9 329.4 612.4 485.1 362.5 165.1 224.3 66.0 N/A 40.9 * End of disc does not extend beyond valve body. 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 (II-11-11000). Never remove any piping component or correct or modify any piping deficiencies without 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. two Fire& Security 90plex6yinnell FIRE SPRER. MATERIAL SUBMITTAL SECTION i2:.DRAN VALVES : : 126S 126T 126SB with Bronze Handwheel 12611 with Bronze Handwheel 125SB with Bronze Handwheel 1251B with Bronze Handwheel 125s- 125T I25TPW with Plastic Handwheel 125SPW with Plastic Handwheel I26TPW with Plastic Handwheel I26SPW with Plastic Handwheel Size 1/4" 3/8' 1/2" 1 3/4' 1" 1 1/4-11 1/2" 2" A 1 314-11 27/32' 2 7/32-12 15/32' 2 31/32" 3 9/16* 14 1/16" 4 11/16' No. B 1 3/4' 1 3/4" 2 1/32" 12 3/8" 2 3/4' 3 3 23/32' 3 23/32' Ccise 3" 3 1/8'. 3 3/8" 3 1/2" 3 5/8" 4 3/4' 5 1/2' 5 1/2' SHIP Wt. (lbs.) .44 .56 .80 1.00 1,81 2.57 3.69 5.88 A 27/32' 15/16' 1 3/32" 1 7/32' 1 1632' 1 3/4' 2' 2 11/32' B 1 3/4' 11 3/4' 2 1/32' 2 3/8" 2 3/4' 3" 3 23/32' 3 23/32' No. lip C *wm 2 3/4" 3' 3 1/8' 13 1/4" 3 19/32' 4 1/2' 5 1/4" 5 5/8" SHIP Wt. (lbs.) .44 .56 .69 .94 1.76 2.5 3.26 5.32 Quan. Unit 12 12 12 6 6 4 2 2 Pack Quan.. Per 60 60 72 60 36 24 12 12 Case GLOBE & ANGLE VALVES d!flT ) These valves are designed for general service where tight shut off and frequent use are desired. They are especially recommended for use with steam, air, oil, water and gas service, where non-metallic discs are suited. A swivel disc holder permits disc to wear evenly and provide a tight seal under full load conditions. They are constructed so that they can be repacked with the valve in the fully opened position, while under full pressure. These valves feature easily replaceable non-metallic discs, non-asbestos packing, and heavy duty rugged construction. A choice of discs is - available to make these valves suitable for most applications. 125 lbs. WSP 200 lbs. WOG 100% Pressure Tested Screwed Ends Rising Stem Swivel Disc Holder Ventilated Aluminum Alloy Hand Wheel Available with Plastic Hand 125s &126S Wheel Through 1" Listed for fire Body Material: Bronze Conforming sprinkler service 2" to ASTM B584-C84400 size only Approved by the New York City Board of Standards and Appeals under Calendar No 1079-81-SA Equipped with No 125SD Rubber Disc and rated for 200 WOG service (No Steam) Recommended for fire sprinkler service Also Available with T Handle - I26STH 125T&126T 125TD equipped with Teflon* disc for general service including steam For Replaceable Disc See Page 52 . 5 tqco Fire& Security iplexGrinnell .• FIRE SPRINKLER MATERIAL SUBMITTAL SECTION. 13.-FIR]' STOPPING CALIFORNIA DEPARTMENT OF FORESTRY & FIRE PROTECTION OFFICE OF THE STATE FIRE MARSHAL FIRE ENGINEERING - BUILDING MATERIALS LISTING PROGRAM LISTING SERVICE LISTING No. 4485-1200:108 Page 1 of 1 CATEGORY: Opening Protection (Firestopping) LISTEE: Hilti, Inc., 5400 S. 122nd East Ave. Tulsa, OK 74121 Contact: *Chris Kusel (918) 252-6874 DESIGN: Model FS-ONE Firestop Sealant. Refer to listee's printed data sheet and UL Fire Resistance Directory for additional detailed product description and operational considerations. INSTALLATION: In accordance with listee's printed installation instructions, applicable codes & ordinances and in a manner acceptable to the authority having jurisdiction. MARKING: Listee's name, type identification and UL label. APPROVAL: Listed as firestop devices for use in through-penetration firestop system up to 3 hour rating. For indoor use only. Approved under Through-Penetration Fire Stop Systems: CAJ1 155, CAJ2091, CAJ2118, CAJ3095, CAJ5044, CAJ8041, F-C-2025, WL1085, WL1 056, WL3047, WL5029, WL8004. Refer to UL Fire Resistance Directory for detailed Constructions. 'Rev. 06-13-2000 This listing is based upon technical data submitted by the applicant. CSFM Fire Engineering staff has reviewed the test results and/or other data but does not make an independent verification of any claims. This listing is not an endorsement or - recommendation of the item listed. This listing should not be used to verify correct operational requirements or installation criteria. Refer to listee's data sheet, installation instructions and/or other suitable information sources. Date Issued: JUNE 131 2000 Authorized By.- Effective issue date to expiration date Listing Expires June 30, 2001 N HO, Supervising Deputy _J Program Manager Northbrook, lllinols• (708) 272-8800 Melville, New York• (516) 271-6200 UL Underwriters Laboratories lnc.® Santa Claia california" (408) 985-2400 Research Triangle Park, North carolina• (919) 549-1400 CERTIFICATE OF COMPLIANCE CERTIFICATE NUMBER: 211097 - R13240A ISSUE DATE: October 21, 1997 Issued to: Hilti Construction Chemicals Inc. 5400 S. 122nd East Avenue Tulsa, OK 74146 USA Report Reference: R13240, February 14, 1997 This is to Certify that representative samples of- Fill, Void or Cavity Materials, one part Sealant designated as FS One (also identifieci as CP 612) Have been Investigated by Underwriters Laboratories Inc. In accordance with the Standard(s) indicated on this Certificate. Standard(s) for Safety: UL 1479, Fire Tests of Through-Penetration Firestops; UL 2079, Tests for Fire Resistance of Building Joint Systems. Additional Information: This material is a one part intumescent firestop sealant for use in through-penetration firestop systems. These sealants are Classified as "Fill, Void or Cavity Materials" for use in various Through- Penetration Firestop Systems as specified in Volume 2 of (IL's Fire Resistance Directory. Only those products bearing the UL Classification Marking should be considered as being covered by UL's Classification and Follow-Up Service. The UL Classification Marking Includes: the name "Underwriters Laboratories Inc."; the word "Clasathed": a control number (may be alphanumeric) assigned by UL; a statement to Indicate the extent of UL's evaluation of the product; and, the product category name (product Identity) as Indicated In the appropriate UL Directory. Engineer: Review Engineer: --- Underwriters Laboratories Inc. Underwriters Laboratories Inc. FS-ONE High Performance Intumescent. Firestop Sealant Product description Intumescent (expands when exposed to fire) firestop sealant that helps protect combustible and non-combustible penetrations for up to 4 hours fire rating Product features Smoke, gas and water resistant Contains no halogen, solvents or asbestos High fire rating properties Water based, easy to clean Tested in accordance with UL 1479 ASTME814 UL 2079 Installation instructions for FS-ONE 1. Clean opening. 2. Pack mineral 3. Apply FS-ONE. wool. (If required) Opening Clean the opening. Surfaces to which FS-ONE will be applied should be cleaned of loose debris, dirt, oil, moisture, frost and wax. Structures supporting penetrating items must be installed in compliance with local building and electrical standards Application of firestop sealant Install the prescribed backfihling material type and depth to obtain the desired rating (if required). Leave sufficient depth for applying FS-ONE. Application of firestop sealant: Apply FS-ONE to the required depth in order to obtain the desired fire rating. Make sure FS-ONE contacts all surfaces to provide maximum adhesion. For application of FS-ONE use a standard caulking gun, foil pack gun, bulk loader and bulk gun. With FS-ONE buckets, Graco type sealant pumps may be used. (Contact pump manufacturer for proper selection.) Smoothing of firestop sealant To complete the seat, tool immedi- ately to give a smooth appearance. Excess sealant, prior to curing, can be cleaned away from adjacent surfaces and tools with water. Leave completed seat undisturbed for 48 hours. For maintenance reasons, a penetration seal could be permanently marked with an identification plate. In such a case, mark the iden- tification plate and fasten it in a visible position next to the seal. Technical Data FS-ONE Intumescent Firestop (at 73°F (23°C) and 50% relative humidity) Chemical basis: -Water-based intumescent acrylic dispersion Density: Approx. 1.5 p/cm - Color: Red Working time: Approx. 20-30 mm Curing time: Approx. 14-21 days Share A Hardness: Approx. 35 Movement capability: Approx. 5% Intumescent Activation: Approx 250°F (121°C) Expansion rate (unrestricted): Up to 3-5 times original volume Temperature resistance (cured): -40°F (-40°C) to 212°F (100°C) Application temperature: 35°F (2°C) to 100°F (38°C) Surface burning characteristics: (ASIM E 84-96) Flame Spread: 0 Smoke Development: 5 Approvals ICB0 Evaluation Service, Inc. Report No. 5071 California State Fire Marshal Listing No. 1200:108 City of New York MEA 326-96-M City of Los Angeles Research Report 25188 seal undisturbed for plate (if required). 48 hours. Notice about approvals Check that the penetration has.beenseated according to the specified drawing in the UL Fire Resistance Directory. or Hilti Firestop manual. For further advice, please contact Hilti customer service. Refer to Hilti product literature and UL fire resistance directory for specific application details. Not to be used... For high movement expansion joints Underwater On building materials which bleed oil, plasticizers or solvents (impregnated wood, oil-based seats, green or partially vulcanized rubber) In any penetration other than those specifically described in the Hilti Firestop Manual or the test reports Safety precautions Before handling, read the product and material safety data sheet for detailed use and health information. Keep Out of reach of children . Wear suitable gloves and eye protection Storage Store only in the original packaging in a location protected from moisture at temperatures between 40°F (5°C) and 86°F (30°C). Observe expiration date on the packaging. 1-800-879-8000 HILTI FIRESTOP SUBMITTAL CHART 05-16-01 U.L. System Number Max. PiDe Diameter Max. Annular Soace Sealant DeDth Sleeve W-L-1054 (1-2 Hr.) 30 or Smaller 0" —2 Y4" 5/8"-1 ¼" No (Metal/Wood Stud Walls) Steel Pipe (Both Sides of Wall) (No Backing) C-AJ-1155 (3 Hr.) 20" or Smaller 0"— 2 1flD 1/2M Optional (Concrete Wall/Floor) Steel Pipe (Both Sides of Wall) (Mm. 4 1/2" Light/Norm. Wt.) (Flush with Floor Top) (U.L. Listed Conc. Blocks) (4.0 pcf Mm. Wool Back.) W-L-2098 (1-2 Hr.) 2" or Smaller :Y4" - 14" Gyp. Bd. Thickness No (Metal/Wood Stud.Walls) CPVC Pipe - (Both Sides of Wall) System No. W—L-1054 F Rating - 1 and 2 Hr T Rating —0Hr Rating At Ambient - Less Than 1 CFM/Sq Ft L Rating At 400 F - 4 CR1/Sq Ft SECTION A—A Wall Assembly - The 1 or 2 hr fire—rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the. UL Fire Resistance Directory and shall include the following construction features: Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in OC. Steel studs to be mm 2-1/2 in. wide and spaced max 24 in. OC. When steel studs are used and the diam of opening exceeds the width of stud cavity, the opening shall be framed on all . sides using lengths of steel stud installed between the vertical studs and screw—attached to the steel studs at each end. The framed opening in the wall shall be 4 to 6 in. wider and 4 to 6 in. higher than the diam of the penetrating item such that, when the penetrating item is installed in the opening, a 2 to 3 in. clearance is present between the penetrating item and the framing on all four sides. Wallboard Gypsum*. - 5/8 in. thick, 4 ft wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U480 Series Design in the UL Fire Resistance Directory. Max diam of opening is 32-1/4 in. for steel stud walls. Max diam of opening is 14-1/2 in. for wood stud walls. Reproduced by H1L11, Inc. Courtesy of Underwriters Laboratories, Inc. FIRESTOP SYSTEMS Revised 16, August 2000 C US Page: 1 of 2 System No. W—L-1054 F Rating - 1 and 2. Hr I Rating - 0 Hr L Rating At Ambient - Less Than 1 CFM/Sq Ft L Rating At 400 F - 4 CFM/Sq Ft 2. Through—Penetrants - One metallic pipe, conduit or tubing to be centered within the firestop system. An annular space of min 0 in. to max 2-1/4 in. is required within firestop system. Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: Steel Pipe - Nom 30 in diam (or smaller) Schedule 10 (or heavier) steel pipe. Iron Pipe - Nom 30 in. diam (or smaller) cast or ductile iron pipe. Conduit - Nom 4 in diam (or smaller) steel electrical metallic tubing or 6 in. diam steel conduit. Copper Tubing - Nom 6 in. diam (or smaller) Type L (or heavier) copper tubing. Copper Pipe - Nom 6 in. diam (or smaller) regular (or heavier) copper pipe. 3. Fill, Void or Cavity Material* - Sealant - In 1 hr fire rated assemblies, mm 5/8 in, thickness of fill material applied within the annulus, flush with both surfaces of the wall. In 2 hr fire rated assemblies, mm 1-1/4 in. thickness of fill material applied within the annulus, flush with both surfaces of wall. HILTI, Inc. - FS—ONE Sealant *Bearing the UL Classification Marking Reproduced by HIL11. Inc. Courtesy of Underwriters Laboratories, Inc. F1RESTOP SYSTEMS Resised 01, Oct. 1999 Page: 2 of 2 System No. C—AJ-1155 F RATING = 3—HR. I RATING = 0—HR. Rating At Ambient - Less Than 1 CFM/sq ft L Rating At 400 F - 4 CFM/sq ft 1. Floor or Wall Assembly - Mm 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pd) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 24 in. See Concrete Blocks (cAZI) category in the Fire Resistance Directory for names qf manufacturers. 2. Metallic Sleeve (Optional) - Nom 24 in. diam (or smaller) Schedule 4.0 (or heavier) steel pipe cast or grouted into floor or wall assembly, flush with floor or wall assembly. 3. Through Penetrants - One metallic pipe or tubing to be installed either concentrically or eccentrically within the firestop system. Pipe or tubing to be rigidly supported on both sides of floor or wall assembly. The annular space shall be min 0 in.(point contact) to max 2-1/4 in. The following types and, sizes of metallic pipes or tubing may be used: Steel Pipe - Nom 20 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. Conduit - Nom 4 in. diam (or smaller) steel electrical metallic tubing or nom 6 in. diam (or smaller) steel conduit Copper Tubing - Nom 6 in. diam (or smaller) Type L (or heavier) copper tubing. Copper Pipe - Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe. 4. Firestop System - The firestop system shall consist of the following: Packing Material - Min 4 in. thickness of min 4.0 pcf mineral wool ball insulation firmly packed into opening as a permanent form. Packing material to be recessed from top end of sleeve for floors or from both ends of sleeve for walls as required to accommodate the required thickness of fill material. Fill, Void or Cavity Materialt -Sealant - Mm 1/2 in. thickness of fill material applied within the annulus, flush with top end of the sleeve for floors, or with both .ends of the sleeve for walls. Mm 1/2 in. thick bead of all material to be installed around pipe at interface of sleeve for point contact installations. HILTI, Inc. - FS—ONE Sealant arina the UL Classification Markina ___ • cy ' Reproduced by HLI1. Inc. Courtesy of [1UPH-r-U Inc. FIRESTOP SYSTEMS RevIsed 27, July 1999 C (!j)us' tuco I If Security inplexGrinnell • • . • 1 FIRE SPRINKLER • . MATERIAL SUBMITTAL :SECTIQN14F SPRINKLERS &MISC..i . : 11:fl Jlre &B'ufiding I&othicts Technical Services: Tel: (800) 381-9312/ Fax: (800) 791-5500 Series TYFRB - 2,8,1 4.2 56, and 80 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General Description The Series TY-FRB, 2.8, 4.2, 5.6, and 8.0 K-factor, Upright and Pendent Sprinklers described in this data sheet are quick response - standard cover- age, decorative 3 mm glass bulb type spray sprinklers designed for use in light or ordinary hazard, commercial occupancies such as banks, hotels, shopping malls, etc. The recessed version of the Series TY-FRB Pendent Sprinkler, where ap- plicable, is intended for use in areas with a finished ceiling. It uses either a two-piece Style 10 (1/2 inch NPT) or Style 40 (3/4 inch NPT) Recessed Es- cutcheon with 1/2 inch (12,7 mm) of recessed adjustment or up to 3/4 inch (19,1 mm) of total adjustment from the flush pendent position, or a two-piece Style 20(1/2 inch NPT) or Style 30(3/4 inch NPT) Recessed Escutcheon with 1/4 inch (6,4 mm) of recessed adjust- ment or up to 1/2 inch (12,7 mm) of total adjustment from the flush pen- dent position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the fixed pipe drops to the sprinklers must be cut. Corrosion resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be ob- tained when exposed to corrosive at- IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems andcom- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 8 mospheres. Although corrosion resis- tant coated sprinklers have passed the standard corrosion tests of the appli- cable approval agencies, the testing is not representative of all possible cor- rosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suitability of these coatings for any given corro- sive environment. The effects of ambi- ent temperature, concentration of chemicals, and gas/chemical velocity, should be considered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. An intermediate level versions of the Series TY-FRB Pendent Sprinklers are detailed in Technical Data Sheet TFP356, and Sprinkler Guards are de- tailed in Technical Data Sheet TFP780 WARNINGS The Series TY-FRB Sprinklers de- scribed herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may Impair the performance of these de- vices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Model/Sprinkler Identification Numbers TY1131 - Upright 2.8K, 1/2"NPT TY1231 - Pendent 2.8K, 1/2"NPT 1Y2131 - Upright 4.2K, 1/2"NPT 1Y2231 - Pendant 4.2K, 1/2"NPT TY3131 - Upright 5.61K, 1/2"NPT JULY, 2004 TY3231 - Pendent 5.61K, 1/2"NPT TY4131 - Upright 8.0K, 3/4"NPT TY4231 - Pendant 8.0K, 3/4"NPT Technical Data Approvals UL and C-UL Listed. FM, LPCB, and NYC Approved. (Refer to Table A for complete approval information including corrosion resis- tant status.) Maximum Working Pressure 175 psi (12,1 bar) Discharge Coefficient K = 2.8 GPM/psill2 (40,3 LPMIbar1/2) K = 4.2 GPM/psi'/2 (60,5 LPM/barll2) K = 5.6 GPM/psi1/2 (80,6 LPM/barl/2) K = 8.0 GPM/psil/2 (115,2 LPM/barl'2) Temperature Ratings Refer to Table A and B TFPI7I Page 2of8 TFPI7I ESCUTCHEON 7/16"(11,1 mm) STYLE 10or20 PLATE SEATING 1/2" ** NOMINAL RECESSED SURFACE MAKE-IN ESCUTCHEON NPT DEFLECTOR 6 _________ _________ f\-j 7/16" 1 2-1/4" _____________ (11,1mm) I .4 NOMINAL I (57,2 mm) MAKE-IN 2 1-9/16" WRENCH (55,6 mm) I 2-3/16 3 (39,7 mm) I FLATS SSP DEFLECTOR * 2-7/8" (73,0 mm) DIA. 1/2" NPT ** I PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1 - Frame 3.- Sealing 4- Bulb 6- Deflector * Temperature rating is indicated on deflector or adjacent to 2- Button Assembly 5 - Compression 7- Bushing orifice seat on frame. Screw **Pipe thread connections per ISO 7/1 can be provided on - special request.. FIGURE -. QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY1I31) AND PENDENT (TY1231) SPRINKLERS 2.8 K-FACTOR, 1/2 INCH NPT ESCUTCHEON 7/16" (11,1 mm) PLATE SEATING ,, ** NOMINAL SURFACE 2!. MAKE-IN 2 (55 STYLE 10 or 20 RECESSED SSU* ESCUTCHEON DEFLECTOR 7/16" (11,1 mm) I LL!2ii \ NOMINAL IN 2-3/16" WRENCH MAKE- (55,6mm) FLATS 10 NPT I SSP DEFLECTOR * h'"— 2-7/8" (73,0 mm) DIA. 6* PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1 - Frame 3-Sealing 4-Bulb 6-Deflector * Temperature rating is indicated on deflector or adjacent to 2- Button Assembly 5- Compression orifice seat on frame. Screw Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 2 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY2131) AND PENDENT (TY2231) SPRINKLERS 4.2 K-FACTOR, 1/2 INCH NPT Finishes Bulb ..............Glass Sprinkler: Refer to Table A and B Compression Screw .....Bronze Recessed- Escutcheon: White Coated, Deflector .......Copper/Bronze Chrome Plated, or Brass Plated Bushing (K=2.8) .......Bronze Physical Characteristics Frame ..............Bronze Button .........Brass/Copper Sealing Assembly .......... Beryllium Nickel w/Teflont Operation The glass Bulb contains .a fluid which expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass Bulb, allowing the sprinkler to activate and water to flow. 4- TFPI7I Page 3 of 8 ESCUTCHEON PLATE SEATING SURFACE 2-3/16° ______ (55,6 mm) f 1-1/2" (38,1 mm) SSP DEFLECTOR 7/16"(11,1 mm) STYLE 10 or 20 ** NOMINAL RECESSED NPT MAKE-IN ESCUTCHEON WRENCH FLATS 2-7 /8" (73,0 mm) DIA. SSU* DEFLECTOR 7/16" (11,1 mm) 11-7 1 NOMINAL I MAKE-IN I 2-3/16" $ (55,6 mm) 1/2 NPT** 6* PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1 - Frame 3-Sealing 4- Bulb 6- Deflector * Temperature rating is indicated on deflector or adjacent to 2- Button Assembly 5- Compression orifice seat on frame. Screw **Pipe thread connections per ISO 7/1 can be provided on - special request. FIGURE 3 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY3131) AND PENDENT (TY3231) SPRINKLERS 5.6 K-FACTOR, 1/2 INCH NPT ESCUTCHEON 1/2" (12,7 mm) STYLE 30 or 40 PLATE SEATING ** '" NOMINAL RECESSED SURFACE MAKE-IN ESCUTCHEON SSU* NPT DEFLECTOR 2-5/16° (58,7 mm) $ J I NOMINAL MAKE IN (12,7 mm) : 1-9/16" I I (572mm WREN( (39,7 mm) H 2.i/40 2 ) FLATS 3 SSP DEFLECTOR* 2-7/8 (73,0 mm) DIA.- 3/4 "NPT t PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1-Frame 3-Sealing 4- Bulb 6- Deflector * Temperature rating is Indicated on deflector or adjacent to 2- Button Assembly 5- Compression orifice seat on frame. Screw Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 4 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY4131) AND PENDENT (TY4231) SPRINKLERS ao K-FACTOR, 3/4 INCH NPT Design Criteria The Series TY-FRB Pendent and Up- right Sprinklers are intended for fire protection systems designed in ac- cordance with the standard installation rules recognized .by the applicable Listing or Approval agency (e.g., UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the requirements of FM's Loss Pre- vention Data Sheets ). Only the Style 10, 20, 30, or 40 Recessed Escutch- eon, as applicable, is to be used for recessed -pendent installations. Installation The Series TY-FRB Sprinklers must be installed in accordance with the follow- ing instructions: NOTES Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler TFPI7I Page 4 of B SPRINKLER FINISH (See Note 7) K TYPE TEMP. BULB LIQUID NATURAL I BRASS CHROME PLATED I WHITE* IPOLYESTER 2.8 1/2" PENDENT (TY1231) and UPRIGHT (TYII31) 135°F/57°C Orange 1,2,3,5 155°F/680C Red 175°F1790C Yellow 200°F/939C Green 286°F/1410C Blue NPT • • - 1350F/570C Orange 1,2,5 RECESSED PENDENT (ry1231) Figure 5 1550F/680C Red 175017/790C Yellow 200°F/930C Green 135"F/57"C Orange RECESSED PENDENT (TY1231) Figure 6 155"F/68°C Red 175°F/79°C Yellow 200°F/93°C Green 4.2 1/2" NPT PENDENT (TY2231) and UPRIGHT (TY2131) 1350F1570C Orange 1,2 155"F/68°C Red 175°F1790C Yellow 200°F/93°C Green 286°F/141°C Blue 135°F/57°C Orange RECESSED PENDENT (TY2231)* Figure 7 155017/680C Red 175°F/79C Yellow 200°17/93°C Green 135°17/571C Orange RECESSED PENDENT (TY2231) Figure 8 1551F1680C Red 175Ff79C Yellow 200°17/93°C Green NOTES: Listed by Underwriters Laboratories, Inc. (UL) as Quick Response Sprinklers. Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL) as Quick Response Sprinklers. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprin- klers. 5. Approved by the City of New York under MEA 354-01-E. 7. Where Polyester Coated Sprinklers are noted to be UL and C-UL Listed, the sprin- klers are UL and C-UL Listed as Corrosion Resistant Sprinklers. * installed with Style 10 (1/2" NPT) or Style 40 (3/4" NPT) 3/4" Total Adjustment Recessed Escutcheon, as applicable. ** Installed with Style 20 (1/2" NPT) or Style 30 (3/4" NPT) 1/2" Total Adjustment Recessed Escutcheon, as applicable. Frame and Deflector only. Listings and approvals apply to color (Special Order). N/A: Not Available TABLE A LABORATORY LISTINGS AND APPROVALS 2.8 AND 4.2 K-FACTOR SPRINKLERS held horizontally, a small air bubble A leak tight 1/2 inch NPT sprinkler joint should be present. The diameter of the should be obtained with a torque of 7 air bubble is approximately 1/16 inch to 14 ft.lbs. (9,5 to 19,0 Nm). A max!- (1,6 mm) for the 135°F/570C to 3/32 mum of 21 ft. lbs. (28,5 Nm) of torque inch (2,4 mm) for the 286°F/14 1°C may be used to install sprinklers with temperature ratings. 112 NPT connections. A leak tight 3/4 inch NPT sprinkler joint should be ob- tained with a torque of 10 to 20 ft.Ibs. (13,4 to 26,8 Nm). A maximum of 30 ft.lbs. (40,7 Nm) of torque is to be used to install sprinklers with 3/4 NPT con- nections. Higher levels of torque may distort the sprinkler inlet and cause leakage or impairment of the sprinkler. Do not attempt to make-up for insuffi- cient adjustment in the escutcheon plate by under- or over-tightening the sprinkler. Readjust the position of the sprinkler fitting to suit. The Series TY-FRB Pendent and Up- right Sprinklers must be installed in accordance with the following instruc- tions. Step 1. Pendent sprinklers are to be installed in the pendent position, and upright sprinklers are to be installed in the upright position. Step 2. With pipe thread sealant ap- plied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Ref. Figure 13). With reference to Figures 1, 2, 3, and 4, the W-Type 6 Sprinkler Wrench is to be applied to the sprinkler wrench flats. The Series TY-FRB Recessed Pen- dent Sprinklers must be installed in accordance with the following instruc- tions. Step A. After installing the Style 10. 20, 30, 0r40 Mounting Plate, as appli- cable, over the sprinkler threads and with pipe thread sealant applied to the pipe threads, hand tighten the sprin- kler into the sprinkler fitting. Step B. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Ref. Figure 14). With reference to Figure 1, 2, 3, and 4, the W-Type 7 Recessed Sprinkler Wrench is to be applied to the sprinkler wrench flats. Step C. After the ceiling has been in- stalled or the finish coat has been ap- plied, slide on the Style 10, 20, 30, or 40 Closure over the Series TY-FRB Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. TFPI7I Page 5 of 8 SPRINKLER FINISH (See Note 8) K TYPE TEMP. BULB NATURAL BRASS I LIQUID I CHROME PLATED WHffE POLYESTER LEAD COATED 5.6 1/2" PENDENT (TY3231) and UPRIGHT (TY3131) 1350F/570C Orange 1,2,3,4,5,6,7 1,2,3,5 1550F/680C Red 17500f79C Yellow 200°F/93°C Green 2860F/1410C Blue NPT 135F/57"C Orange 1,2,4,5 N/A RECESSED PENDENT (TY3231)* Figure 9 155F/68°C Red 1750F/790C Yellow 200F/93°C Green 135°F/570C Orange 1, 2, 3, 4,5 I I I I 1,2,4,5 Green N/A RECESSED PENDENT (Tysmir Figure 10 155°F/680C Red 175017/790C Yellow 200°F/93C 8.0 3/4" PENDENT (TY4231) and UPRIGHT (TY4131) 135°F/57°C I Orange 1,2, 3, 4, 5,6,7 - 1,2,5 155°F/68C Red 175°F/790C _______ Yellow 200017/930C Green 286°F/141C Blue NPT 135F/57°C Green 1,2,4,5 N/A RECESSED PENDENT (TY4231)* Figure 11 1550F/680C Orange 175"F/79°C Red 200°F/93°C Yellow 1350F/570C Orange 1, 2, 3, 4,5 N/A RECESSED PENDENT (TY4231) Figure 12 155617/680C Red 175"F/79°C Yellow 200°F/930C Green NOTES: Listed by Underwriters Laboratories, Inc. (UL) as Quick Response Sprinklers. Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL) as Quick Response Sprinklers. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 007k(04) as Quick Response Sprinklers; however, the LPCB does not rate the thermal sensitivity of recessed sprinklers. Approved by the City of New York under MEA 354-01-E. VdS Approved (For details contact Tyco Fire & Building Products, Enschede, Netherlands, Tel. 31-53-428-4444/Fax 31-53.428-3377). Approved by the Loss Prevention CertificatiOn Board (LPCB Ref. No. 094a/06) as Quick Response Sprinklers. Where Polyester Coated and Lead Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion Resistant Sprinklers. Where Lead Coated Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as a Corrosion Resistant Sprinklers. * Installed with Style 10 (1/2" NPT) or Style 40 (3/4" NPT) 3/4" Total Adjustment Recessed Escutcheon, as applicable. Installed with Style 20 (1/2" NPT) or Style 30(3/4" NPT) 1/2" Total Adjustment ReOessed Escutcheon, as applicable: Frame and Deflector only. Listings and approvals apply to color (Special Order). N/A: Not Available TABLE B LABORATORY LISTINGS AND APPROVALS 5.6 AND ao K-FACTOR SPRINKLERS Page 6 of 8 2-7/8" DIA. (73,0 mm) I 314'(19,1 mm) (15,9±6,4 mm) 2-1/4" DIA. I 1/4" (6,4 mm) FACE OF PLATE FITTING 1/8" SPRINKLER MOUNTING I (3,2 mm) MOUNTING SURFACE CLOSURE SERIES 1-5/16'(33,3 mm) TY-FRB 13/16 (20,6 mm) FIGURE 5 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 2.6 K-FACTOR, 1/2 INCH NPT 2-7/8" DIA. - I 5/8±1/4" (73,0 mm) 3/4'(19,1 mm) (15,9±6,4 mm) 2-1/4" DIA. 1/4 (6,4 mm) I I MOUNTING FACE OF (572 SPRINKLER PLATE FITTING 1/8" MOUNTING SURFACE CLOSURE SERIES 1-1/4'(31,8 mm) F TYFRB 314'(19,1 mm) FIGURE 7 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 4.2 K-FACTOR, 1/2 INCH NPT TFPI7I - 2-7/8" DIA. - (73,0 mm) 1/2±1/8 I M'(1 2,7 mm) r (12,7±62mm) 2-1/4" DIA. I 1/4'(6,4 mm) I l FACE OF (57 mm) 1 I MOUNTING I SPRINKLER PLATE I I FITTING (32mm) I CLOSURE SERIES 5I16" MOUNTING / I SURFACE,,/ 1-5116'(33,3 mm) TV-FRB 1-1/16" (27,0 mm) FIGURE 6 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 2.8 K-FACTOR, 1/2 INCH NPT 2-7/8" DIA. (73,0 mm) 1/2'(12,7 mm) FACE OF (57,2mm) SPRINKLER MOUNTING PLATE I l I I r (12,7±6,2mm) .__.. 2-1/4" DIA. I 1/4" (6,4 mm) I FITTING 1/8' / (3,2 mm) I t MOUNTING . t //- SURFACE SERIES 1-1/4'(31,8 mm) I CLOSURE TY-FRB 1'(25,4 mm) FIGURE 8 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 4.2 K-FACTOR, 1/2 INCH NPT Care and Maintenance The Series TY-FRB Sprinklers must be maintained and serviced in accord- ance with the following instructions: NOTES Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shutdown the affected fire protection system must be obtained from the proper authorities and all personnel who may be affected by this action must be notified. Absence of an escutcheon, which is used to cover a clearance hole, may delay the time to sprinkler operation in a fire situation. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be. painted, plated, coated or otherwise altered after leaving the factory. Modi- fied sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that. has lost liquid from its bulb. (Ref. Installation Section). Frequent visual inspections are rec- ommended to be initially performed for corrosion resistant coated sprinklers, after the installation has been com- pleted, to verify the integrity of the cor- rosion resistant coating. Thereafter, annual inspections per NFPA 25 should suffice; however, instead of in- specting from the floor level, a random sampling of close-up visual inspec- tions should be made, so as to better determine the exact sprinkler condi- TFPI7I - 2-7/8" DIA. - I 5/8±1/4 (73,0 mm) 3/4 .(9 mm) (15,M,4 mm) 2-1/4" DIA. 1/4" (6,4 mm) FACE OF MOUNTING SPRINKLER PLATE FITTING p57,2 _ 1/8" __1 • ___ ______ MOUNTIN SURFACE /SERIES 1-1/4" (31,8 mm) CLOSURE TYFRB 3/4" (19,1 mm) FIGURE 9 SERIES Ty-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 5.6 K-FACTOR, 1/2 INCH NPT 2-7/8" DIA. 5/8±1/4" (73,0 mm) 3/4" (19,1 mm) (15,9±6,4 mm) 2-1/4" DIA. _ 1/4" (6,4 mm) FACE OF (57,2 mm) MOUNTING SPRINKLER PLATE FITTING MOUNTING SURFACE / ________ / I CLOSURE SERIES 1-5/16" (33,3 mm) TY-FRB 13/16"(20,6 mm) FIGURE 11 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON &0 K-FACTOR, 3/4 INCH NPT Page 7 of 8 .2-7/8' DIA. (73,0 mm) I 1/2±1/8" I 1/2" (12,7 mm) r (12,7±6,2 mm) 2-1/4" DIA. 1/41(6,4 mm) FACE OF MM MOUNTING I I SPRINKLER PLATE __ 572 I FITTING PA Ii ___ 1/8" / t \ MOUNTING SURFACE CLOSURE SERIES 1-1/4"(31,8 mm) TYF RB 1'(25,4 mm) FIGURE 10 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 5.6 K-FACTOR, 1/2 INCH NPT _____ 2-7/8" DIA. (73,0 mm) 1/2" (12,7 mm) [(12,7±6,2mm) _2-1/4-DIA. 1/4'(6,4 mm) I MOUNTING I I SPRINKLER I FACE OF L_ (57,2 mm) PLATE I 1/8" I FITTING (3,2 mm) / MOUNTING / SURFACE ,, ,,/ 1• CLOSURE SERIES 1-5/16" (33,3 mm)I TVFRB 1-1/16" (27,0 mm) FIGURE 12 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 30 RECESSED ESCUTCHEON 8.0 K-FACTOR, 3/4 INCH NPT tion and the long term integrity of the corrosion resistant coating, as it may be affected by the corrosive conditions present. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de, vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with WRENCH RECESS (END "A" USED FOR 1/2" NPT MODELS) WRENCH RECESS (END "B" USED FOR 3/4" NPT MODELS) FIGURE 13 W-TYPE 6 SPRINKLER WRENCH local requirements and/or national codes. WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WiTH SPRINKLER WRENCHING AREA FIGURE 14 - W-TYPE 7 RECESSED SPRINKLER WRENCH Page 8 of 8 TFPI7I P/N 57-XXX-X-XXX I I 330 2.8K UPRIGHT (1/2"NPT) TY1131 331 2.8K PENDENT (1/2'NPT) TY1231 340 4.2K UPRIGHT (1/2'NPT) TY2131 341 4.2K PENDENT (1/2"NPT) TY2231 370 5.6K UPRIGHT (1/2°NPT) TY3131 371 5.6K PENDENT (1/2"NPT) TY3231 390 8.0K UPRIGHT (314'NPT) TY4131 391 8.0K PENDENT (3/4"NPT) TY4231 I I 155 175 200 286 RATING L 135 SPRINKLER 1 NATURAL BRASS 1550FI68°C 4 WHITE POLYESTER 175°F/790C 3 WHITE (RAL9010) .200017/930C 9 CHROME PLATED EEff 7 LEAD COATED * Eastern Hemisphere sales only. TABLE C PART NUMBER SELECTION SERIES TY-FRB PENDENT AND UPRIGHT SPRINKLERS Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and work- manship when paid for and properly installed and maintained under normal use and service. This warranty will ex- pire ten (10) years from date of ship- ment by Tyco Fire Products. No war- ranty is given for products or components manufactured by compa- nies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corro- sion, or which have not been. installed, maintained, modified or repaired in ac- cordance with applicable Standards of the National Fire Protection Associa- tion, and/or the standards of any other Authorities Having Jurisdiction. Mate- rials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither as- sumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CON- TRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THE- ORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, RE- GARDLESS OF WHETHER TYCO. FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LI- ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EJ(PRESS OR IMPLIED. INCLUDING WARRANTiES OF MERCHANTABILITY AND FIT- NESS FOR A PARTICULAR PUR- POSE. Ordering Procedure ittitbliwi local distributor for avail- abiffiy.indicate the full product name. Refer to the Price List for complete listing of Part Numbers. Sprinkler Assemblies with NPT Thread Connections: Specify: (Specify Model/SIN), Quick Response, (specify K-factor), (specify temperature rating), Series TY-FRB (specify Pendent or Upright) Sprinkler with (specify type of finish or coating), P/N (specify from Table C). Recessed Escutcheon: Specify: Style (specify) Recessed Es- cutcheon with (specify finish), P/N (specify). 1/2' (15 mm) Style 10 Chrome Plated ............P/N 56-701-9-010 White Coated .............P/N 56-701-4-010 White RAL9O1O. ........... PIN 56-701-3-010 Brass Plated ..............P/N 56-701-2-010 1/2' (15 mm) Style 20 Chrome Plated ............P/N 56-705-9-010 White Coated .............PIN 56-705-4-010 White RAL9010' ...........PIN 56-705-3-010 Brass Plated ..............PIN 56-705-2-010 3/4' (20 mm) Style 30 Chrome Plated ............P/N 56-705-9-011 White Coated .............P/N 56-705-4-011 White RAL90I0' ...........P/N 56-705-3-011 Brass Plated ..............P/N 56-705-2-011 3/4' (20 mm) Style 40 Chrome Plated ............PIN 56-700-9-010 White Coated .............P/N 56-700-4-010 White RAL9O1O*P/N 56-700-3-010 Brass Plated ..............P/N 56-700-2-010 * Eastern Hemisphere sales only. Sprinkler Wrench: Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387. Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001. TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 SPARE SPRINKL ER HEAD STORAGE CABINET Description Fire Protection Products, Inc. Spare Sprinkler Head Cabinets are designed to allow for spare sprinkler head storage as required by NFPA guidlines. The Spare Sprinkler Head Cabinets are available in four configura- tions. Three head, six head, six head ESFR and twelve head. All four styles are manufactured with "knockouts" to accomodate the most common size sprin- klers. The shelf is located to allow for the storage of a typical sprinkler head wrench. Each cabinet is finished with a red enamel finish. Each spare head cabinet comes with a hinged door the remains closed to protect the spare sprinklers from the elements and features to holes on the back panel to allow for attachment to most surfaces utilizing the approrlate fasteners. U FPP1 :In.uUuMSflt; Installation Select the correct Spare Sprin- kler Head Cabinet in accor- dance with the Automatic Sprinkler Systems Handbook. As per the 1989 Edition te correct number of spare sprinkleris as follows: "0-300 sprinlers, not less than 6 300-1000, not less than 12 1000 or more, not less than 24. Stock of spare sprinklers shall inclUde all types and ratings installed.* Once the correct Spare Sprin- kler Head Cabinet has been selected, installation is accompolished by inserting the correct fastener in each of the two holes inside the cabinet, securing the cabinet securely to the wall. The insert the correct number and type of sprinklers in accordance with the "hand- book". *final determination is subject to approval by the Authority Having Jurisdiction (AHJ). Specs Material: Palnted.plain steel Finish: Red enamel Styles: 3 Spare sprinkler, 1/2 or 3/4 6 Spare sprinklers, 1/2 or 3/4 6 Spare, ESFR, 1/2 , 3/4 or 1" 12 Spare sprinklers 1/2 or 3/4 For questions: 1 800 344-1822 1 800 344-3775 fax http://www.tppi.com sales@fppi.com ©2000 Fire Protection Products, Inc. I j Ut 241m, C ' ___ - - _ i?" i-.. 5 vat 75 '..7 z ;' •. ••. - •. :i. 7, 47 4- .75I477, __c4 _15/7r itil 4-f 1 '4-7-7 ' I .4.i •.7't. 4'j7 •447 ....-t. - 7 '4 47 *4 47 1 '7- • ARTS ,'7: •• . '- ______ 0101 KA TWO o __ ;7L low -. ::•.•. .7.. :•.. fr _-7_- 1-pc and .2=pc Sprinkler Head Guards Description Both the 1-Pc and 2-pc head guards are designed to provide protection against low level impacts to the sprinkler, head. The 1-Pc design features a dual hook attaching system to allow for installation on most 1/2" and 3/4" IPS sprinkler heads. The 1-Pc also can be provided with a water shield for in-rack sprinkler systems. The 2-pc designed features a cage and clamping base plate. This design can pro- vide additional protection for sprinklers that my experi- ence greater opportunity for repeated abuse. Both types of head guards are available in either red or chrome finish. Caution: Head guards will not protect sprinkler. heads from severe abuse or impact. f P L Installation 1-pc Head Guard installa- tion can be accomplished without tools and can be installed in the pendent* or upright position. Disengage both hooks on either side of the guard. Spread the cage open just enough to clear the sprinkler frame and deflector being careful not to damage the sprinkler. En- gage the open end of the cage at the base of the sprinkler between the frame and the threads: Reengage both hooks on either side of the sprinkler.-2-pc Head Guard installation requires the use of a common screw driver. Place the base plate around the top thread of the sprinkler head closest to the frame. Close the base plate around the thread. At the same time, hold the cage to the base plate until the base plate engages the cage with its four tangs. Adjust the set screw until base plate is firmly attached to the sprin- kler. Specs: Type: Formed wire cage Sizes: 1-pc 1/2" or 3/4" 1 P 2-pc 1/2" IPS Material: .12" steel wire Finishes: Red enamel Chrome * The 1-pc head guard with shield will not function properly when installed in the pendent position. For this application use a 1-pc head guard without the shield and a water shield that will thread onto the sprinkler base according the sprinkler head manu- facturers specifications. For questions call: 1 800 344-1822 or fax 1 800 344-3775 0 1995-1999 Fire Protection Products, Inc.