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Home My WebLink About5815 EL CAMINO REAL; ; FPC2021-0017; PermitPERMIT REPORT Fire Permit Print Date: 11/04/2021 Job Address: 5815 EL CAMINO REAL, CARLSBAD, CA 92008-8801 ( City of Carlsbad Permit No: FPC2021-0017 Status: Closed -Finaled Permit Type: FIRE-Construction Commercial 2120621200 Work Class: Underground Fire Parcel#: Valuation: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Project Title: $0.00 Track#: Applied: 02/02/2021 Lot#: Issued: 02/25/2021 Project#: Finaled Close Out: 11/03/2021 Plan#: Construction Type: Orig. Plan Check#: Inspector: Plan Check#: Final Inspection: Description: FARMERS BUILDING -REVISED PLANS FOR BACKFLOW REPLACEMENT TO NEW RPDA Applicant: COSCO FIRE PROTECTION MICHAEL LOVELY 4990 GREENCRAIG LN SAN DIEGO, CA 92123-1673 (858) 444-2000 x1727 FEE FIRE Plan Review (per hr -Regular Office Hours) FIRE Plan Review Per Hour -Office Hours Total Fees: $408.00 Total Payments To Date: Fire Department $408.00 FPContractor: COSCO FIRE PROTECTION INC 1075 W LAMBERT RD BREA, CA 92821-2944 (858) 444-2000 Balance Due: 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 760-602-4665 I 760-602-8561 f I www.carlsbadca.gov AMOUNT $204.00 $204.00 $0.00 Page 1 of 1 Hydra1ulic Calcu lla1tions by HydraCALC Job Name Drawing Location Remote Area Contract Data File Cosco Fire Protection, Inc. 4990 Greencraig Lane C-16 577621 San Diego, CA 92123 858-444-2000 Farmers Insurance BACKFLOW -BOR Proof CALC FP-1 5815 EL CAMINO REAL BOR 10.CA_5507 Farmers Bldg BOR Calc.WXF Computer Programs by Hydratec Inc. Revision: 50.5520.727 Cosco Fire Protection, Inc. Farmers Insurance BACKFLOW -BOR Proof CALC HYDRAULIC CALCULATIONS for JOB NAME FARMERS BLDG. BACKFLOW-BOR Proof Cale. Location 5815 EL CAM I NO REAL Drawing # FP-1 Contract# 1 0.CA_5507 Date 08-06-21 DESIGN Remote area # BOR Remote area location 2nd Floor Occupancy classification OFFICE Density .10 -Gpm/SqFt Area of application 1500 -Sq Ft Coverage/sprinkler n/a -SqFt Type of sprinkler calculated N/A # Sprinklers calculated -- In-rack demand N/A-GPM Hose streams 100 -GPM Total water required (including hose streams) 401.9 -GPM Type of system OVERHEAD WET PIPE Volume of system (dry or pre-action) N/A-Gal WATER SUPPLY INFORMATION Test date 1-29-2021 Location 5815 El Camino Real Source of info City of Carlsbad -H6144 7 CONTRACTOR INFO Cosco Fire Protection Address 4990 Greencraig Ln. Phone # 1-858-444-2000 Name of designer MJ LOVELY Authority having jurisdiction CARLSBAD FIRE NOTES: @ 109.155 -Psi Computer Programs by Hydratec Inc. Revision: 50.5520.727 Page 1 Date 8-6-21 Water Supply Curve Cosco Fire Protection, Inc. Farmers Insurance BACKFLOW -BOR Proof CALC City Water Supply: C 1 -Static Pressure 119. 7 C2 -Residual Pressure: 53.7 C2 -Residual Flow 2750 150 140 130 C1 p 120 R 110 E 100 s 90 s 80 U 70 R 60 E 50 40 30 20 10 Jr I 300 600 900 1200 1500 -------------- 1800 2100 2400 FLOW ( N " 1.85 ) Computer Programs by Hydratec Inc. Revision: 50.5520.727 Page 2 Date 8-6-21 Demand: D 1 -Elevation D2 -System Flow D2 -System Pressure Hose ( Demand ) D3 -System Demand Safety Margin 2700 : 3.681 : 301.9 : 109.155 : 100 : 401.9 : 8.664 ------------ ' Fittings Used Summary Cosco Fire Protection, Inc. Farmers Insurance BACKFLOW -BOR Proof CALC Fitting Legend Abbrev. Name G NFPA 13 Gate Valve L NFPA 13 Long Turn Elbow T NFPA 13 90' Flow thru Tee Zis Wilkins 475DA Units Summary Diameter Units Length Units Flow Units Pressure Units ½ ¾ 1 1¼ 1½ 2 0 0 0 0 0 1 0.5 1 2 2 2 3 3 4 5 6 8 10 Fitting generates a Fixed Loss Based on Flow Inches Feet US Gallons per Minute Pounds per Square Inch 2½ 3 1 1 4 5 12 15 Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors 3½ 1 5 17 of 120 except as noted with*. The fittings marked with a* show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. 4 5 6 2 2 3 6 8 9 20 25 30 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Page 3 Date 8-6-21 8 10 12 14 16 18 20 24 4 5 6 7 8 10 11 13 13 16 18 24 27 30 34 40 35 50 60 71 81 91 101 121 ' , ·Flc5W Summary-NFPA Cosco Fire Protection, Inc. Farmers Insurance BACKFLOW -BOR Proof CALC Node at Source TEST Node Tag BOR UG1 UG2 BF1 BF2 UG3 TEST Static Pressure 119.7 Elevation 10.0 -6.0 -6.0 3.0 3.0 -4.0 1.5 Residual Pressure 53.7 Node Type SUPPLY ANALYSIS Flow 2750.0 Available Pressure 117.819 NODE ANALYSIS Pressure Discharge at Node at Node 94.0 301 .9 100.98 101.2 97.36 108.28 111.37 109.16 100.0 Total Demand 401 .9 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Page 4 Date 8-6-21 Required Pressure 109.155 Notes Final Calculations : Hazen-Williams Cosco Fire Protection, Inc. Farmers Insurance BACKFLOW -BOR Proof CALC Node1 Elev1 K Qa Norn Fitting to or Node2 Elev2 Fact Qt Act Eqiv Len ** BOR 10 + 301.90 301.90 6 L 12.911 to UG1 -6 301.9 6.16 UG1 -6 0.0 6 3L 41.624 to UG2 -6 301.9 6.09 UG2 -6 0.0 6 L 12.911 to BF1 3 301.9 6.16 BF1 3 0.0 6 Zis 0.0 to BF2 3 301.9 6.16 BF2 3 0.0 6 L 12.911 to UG3 -4 301.9 6.16 UG3 -4 0.0 6 G 4.625 to T 46.249 TEST 1.500 301.9 6.09 100.00 TEST 401.90 Pipe Ftngs Total 5.000 12.911 17.911 48.500 41.625 90.125 9.000 12.911 21.911 5.000 5.000 9.000 12.911 21.911 15.000 50.874 65.874 CFact Pf/Ft 140 0.0027 150 0.0025 140 0.0026 140 0.0028 140 0.0026 150 0.0025 Pt Pe Pf 94.000 6.930 0.048 100.978 0.0 0.224 101.202 -3.898 0.058 97.362 10.907 0.014 108.283 3.032 0.058 111.373 -2.382 0.164 109.155 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Page 5 Date 8-6-21 ******* Notes ****** Vel = 3.25 Vel = 3.33 Vel = 3.25 **Fixed Loss= 10.907 Vel = 3.25 Vel = 3.25 Vel = 3.33 Qa= 100.00 K Factor= 38.47 No. 243 CARLSBAD FIRE DEPARTMENT Fire Prevention Division 1635 Faraday Avenue -Carlsbad, CA 92008 760.602.4665 WATER AVAILABILITY FORM SECTION A: TO BE COMPLETED BY CUSTOMER SR#: PROJECT NAME: Farmers Building BF Replacement --------------(Assigned upon plan submittal) PROJECT ADDRESS: 5815 El Camino Real CITY: Carlsbad PHONE: ( 619) 913-2079 (mlovely@coscofire.com) FAX NUMBER: ( 858) _4_44_-_20_5_6 __________ _ Largest Building (ft.2): __ ....a6a....;4""""0"'"'"0...a;.0 ______ _ Sprinkled? __ Y"-"e=-s __ _ Construction Type: _____ _ SECTION B: TO BE COMPLETED BY LOCAL WATER COMPANY. CUSTOMER TO PROVIDE RESULTS TO CFD. Water Purveyor: _C_it"""'y_o_f-"C-"-a_rl...;..sb-"--a'--d"---________________________ _ Location of test ( reference map required): __ S_E_co_r_n_e_r _of_Fa_r_a_da__.y,__a_n_d_EI_C_a_m_i_n_o_R_e_a_l ______ _ TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 133 PSI Hydrant Number (if applicable): H61447 Elevation of test: 122 Feet Main Size: 8 INCH Pressure Zone: 430 Feet bate/Time of Test: r " I • ,Pitot Tube Reading: PSI f:orrespondmg Flow: GPM - Total Flow: 21750 GPM Residual Pressure 67 PSI At peak demand, this water system is capable of providing a fire flow discharge at 20 psi in excess of 8,000 gpm. However, this exceeds the City's 10 fps maximum velocity criteria. The maximum fire flow available that meets both the maximum velocity and minimum pressure criteria is 2,750 gpm. Note that the City estimates static pressure based on the LWL of the tank in that zone. Therefore, the residual pressure can potentially be higher than static, even during a fire flow event. Note: If the water availability information was obtained in a manner other than a flow test (i.e. computer modeling), fill out the information above as applicable and check here:~ Name: Jen:~erR.MaelP.E. S1gnature: _________ ....,.._____._ __ ~------ Title/Org: ~ Eng. Lie. No. (if applicable): _________ _ Date: 01/29/2021 cJ,, I I .... ~ I ~ 12" ~ Legend I w_Hydrant Pipe ZONE -375 N --430 + --490 #243 Farmers Building BF Replacement (5815 El Camino Real) -Fire Flow Analysis .. ,., r' •••••••• • •• •• • • • •••••••• •••••••• COSCO Fire Protection San Diego Branch Office 4990 Greencraig Lane San Diego, CA 92123 (858) 444-2000 fax: 444-2056 CA Lie.: C-16 #577621 www.coscofire.com MATERIAL SUBMITTAL Date: 08/09/21 Farmer's Building Backflow & Underground Pipe Replacement Submitted by: M. Lovely 5815 El Camino Real Carlsbad, CA 92008 JOB # 1 O.CA 5540 All material submitted, may be substituted by material of equal performance & design, & shall be deemed acceptable by purchaser. Los Angeles • San Francisco • Orange • Fresno • San Diego • Seattle ZURll Model475DA/475DAV Reduced Pressure Detector Assembly Application Designed for installation on water lines in fire protection systems to protect against both backsiphonage and backpressure of contaminated water into the potable water supply. The Model 475DA/475DAV shall provide protection where a potential health hazard exists. Incorporates metered by-pass to detect leaks and unauthorized water use. Standards Compliance • ASSE® Listed 1047 (4" thru 8") • AWWA Compliant C550 • UL® Classified (4" thru 1 0") • C-UL® Classified (4" thru 1 0") • FM® Approved (4" thru 8") • NYC MEA 170-02-M VOL 2 (4" thru 8") • Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California (4" thru 8") • Meets the requirements of NSF/ANSI 61 * *(0.25% MAX. WEIGHTED AVERAGE LEAD CONTENT) Materials Main valve body Access covers Coatings Fasteners Elastomers Polymers Springs Features Sizes: 4", 6", 8", 10" Ductile Iron ASTM A 536 Grade 4 Ductile Iron ASTM A 536 Grade 4 FDA Approved fusion epoxy finish Stainless Steel, 300 Series EPDM (FDA approved) Buna Nitrile (FDA approved) NORYLTM Stainless Steel, 300 series Maximum working water pressure Maximum working water temperature Hydrostatic test pressure 175 PSI 140°F 350 PSI End connections (Grooved for steel pipe) (Flanged) Relief Valve discharge port: 2 1/2" -6" -2.75 sq. in. 8" -1 0" -3.69 sq. in. AWWA C606 ANSI B16.1 Class 125 Dimensions & Weights (do not include pkg.} WEIGHT MODELS WITH WITH 475DA LESS OS&Y OS&Y WITH BFLY WITH BFLY & SHUTOFF VALVES VALVES 475DAV VALVES GATES GATES (GXF) (GXG) SIZE (GXF) (GXG) lbs. kg lbs. kg lbs. kg lbs. kg lbs. kg 4" 113 51 303 137 279 127 183 83 161 73 6" 187 85 487 221 465 211 291 132 261 118 8" 421 191 897 407 843 382 611 277 565 256 10" 439 199 1113 505 1055 479 713 323 655 297 MODEL 475DAV Options (Suffixes can be combined) LEAD FREE NSF/ANSI 61 MODEL475DA □ □ □ □ □ □ □ □ with OS & Y gate valves (standard) □ □ □ □ L -less shut-off valves (grooved body connections) LM less water meter with gpm meter (standard) with cu ft/min meter V -vertical flow up configuration G -with groove end gate valves FG -with flanged inlet gate connection and grooved outlet gate connection BG -with grooved end butterfly valves with integral supervisory switches BF -with flanged end butterfly valves with integral supervisory switches Pl -with post indicator gate valve -509 -with AWWA C509 gate valves Accessories D Air gap (see spec sheet BF-AG) D Repair kit (rubber only) D Thermal expansion tank (Model XT) D Valve setter (Model FLS or MJS or MJFS) D Gate valve tamper switch (OSY-40) □ QT-SET Quick Test Fitting Set DIMENSIONS (approximate) MODELS B B B 475DA& C 475DAV A WITH GATE WITH BFLY LESS GATE OS&YOPEN SIZE VALVES VALVES VALVES in. mm in. mm in. mm in. mm in. mm 4"475DA 185/16 465 30 762 27 3/4 705 21 533 22 3/4 578 4"475DAV 18 7/8 479 36 1/2 927 32 813 181/2 470 22 3/4 578 6" 475DA 18 11/16 475 351/2 902 32 1/8 816 25 635 301/8 765 6"475DAV 21 533 42 1067 35 1/4 895 21 533 301/8 765 8" 475DA 29 737 46 1168 42 9/16 1081 34 7/16 875 37 3/4 959 8"475DAV 30 5/16 770 53 1/2 1359 46 9/16 1183 30 5/16 770 37 3/4 959 10" 4750A 29 737 471/2 1207 44 7/16 1129 34 7/16 875 45 3/4 1162 10" 475DAV 30 5/16 770 561/2 1435 50 5/16 1278 30 5/16 770 45 3/4 1162 Zurn Industries, LLC I Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada I Zurn Industries Limited 7900 Goreway Drive, Unit 10, Brampton, Ontario L6T 5W6, 877-892-5216 www.zurn.com C OS&Y CLOSED in. mm 181/4 464 181/4 464 23 3/4 603 23 3/4 603 291/4 743 291/4 743 35 3/8 899 35 3/8 899 Rev. G Date: 3/20 C WITH BFLY VALVES in. mm 9 229 9 229 10 1/4 260 10 1/4 260 12 305 12 305 13 330 13 330 Document No. BF-475DA&V D in. mm 8 203 8 203 10 254 10 254 13 330 13 330 13 330 13 330 Product No. Model 4750A & 475DAV Page 1 of 2 Flow Characteristics ◊Rated Flow (established by approval agencies) (*Ut~urve) 6" 20 cii e:. in 15 fl) 0 ..J 10 ~ ::, fl) 5 fl) w f 0 0.0 ~ .. II II 0 0.0 §" 20 fl) e:. fl> 15 fl) 0 ~ 10 a:: ::, ~ 5 w f 0 ~ 0 -- MODEL 475DA & 475DAV 4" & 6" (STANDARD & METRIC) FLOW RATES (lls) 25.2 50.5 75.7 4" (100mm) 400 800 1200 FLOW RATES (GPM) MODEL 475DA & 475DAV 8" & 10" (STANDARD & METRIC) 63.1 FLOW RA TES (1/s) 126.2 o" (200mm) ~ 1000 2000 FLOW RATES (GPM) 100.9 138 <ii" C. -6 6" (150mm)= 103 ~ g 69 w 0:: ::::, 34 ~ w 0:: 0 c.. 1600 189.3 138i 6 10" (250mm)* _ 103 ~ 0 ....J 69 ~ ::::, 34 ~ w 0:: 0 c.. 3000 Typical Installation Capacity thru Schedule 40 Pipe (GPM) Local codes shall govern installation requirements. To be installed in accordance with the manufacturers' instructions and the latest edition of the Uniform Plumbing Code. Unless otherwise specified, the assembly shall be mounted 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. Pipe size 2 1/2" 3" 4" 6" 8" 10" 5 ft/sec 75 115 198 450 780 1229 ipRQTECTIVE ------7 '1r ~ u. 0 z 0 ~ a:: ci II SUPPORT II VERTICAL INSTALLATION Specifications DIRECTION OF FLOW ~ I I I I I I I I OUTDOOR INSTALLATION 7.5 ft/sec 10 ft/sec 15 ft/sec 112 149 224 173 230 346 298 397 595 675 900 1351 1169 1559 2339 1843 2458 3687 DIMENSIONS (approximate) MODEL A1 SETTER A1 SETTER SIZE END TO END TO END END FLS MJS in. mm in. mm in. mm 4 100 31 5/16 795 29 5/16 745 6 150 34 3/4 884 32 3/4 832 8 200 47 1194 44 5/8 1133 10 250 51 1295 47 1194 The Reduced Pressure Detector Assembly shall be certified to NSF/ANSI 61 , ASSE® Listed 1047, and supplied with full port OS & Y gate valves. The main body and access covers 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 first and second checks shall be accessible for maintenance without removing the relief valve or the entire device from the line. If installed indoors, the installation shall be supplied with an air gap adapter. The Reduced Pressure Detector Assembly shall be a ZURN WILKINS Model 475DA or 475DAV. Zurn Industries, LLC I Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph . 855-663-9876, Fax 805-238-5766 In Canada I Zurn Industries Limited 7900 Goreway Drive, Unit 10, Brampton, Ontario L6T 5W6, 877-892-5216 www.zurn.com Page 2 of 2 FM Approved and Fully Listed Sprinkler Pipe Wheatland Tube's Schedule 10 and Schedule 40 steel fire sprinkler pipe is FM Approved and UL® and C-UL Listed. Wheatland Tube is the only manufacturer with FM Approval on 10 NPS Schedule 10 steel fire sprinkler pipe. Approvals and Specifications Schedule 10 and Schedule 40 meet or exceed the following standards: • ASTM A 135, Type E, Grade A (Schedule 10, 1-10 NPS) • ASTM A795, Type E, Grade A (Schedule 40, 1-2 NPS) • ASTM A53, Type E, Grade B (Schedule 40, 2-8 NPS) • ASTM A53, Type F, Grade A (Schedule 40, 1-4 NPS) • NFPA® 13 and NFPA 14 Manufacturing Protocols Schedule 10 and Schedule 40 are subjected to the toughest possible testing protocols to ensure the highest quality and long-lasting performance. SUBMITTAL INFORMATION PROJECT: CONTRACTOR: Finishes and Coatings Schedule 10 and Schedule 40 can be ordered in black or hot-dip galvanized to meet FM/UL requirements for dry systems that meet the zinc coating specifications of ASTM A53 or A795. Schedule 10 and Schedule 40 receive a proprietary mill coating to ensure a clean, corrosion-resistant surface that outperforms and outlasts standard lacquer coatings. This coating allows the pipe to be easily painted without special preparation. Every black steel Schedule 10 and Schedule 40 pipe also receives our MIC SHIELD™ antimicrobial coating to limit corrosion from microbes on the interior of the pipe. Product Marking Each length of Wheatland fire sprinkler pipe is continuously stenciled to show the manufacturer, type of pipe, grade, size and length. Bar coding is acceptable as a supplementary identification method. DATE: ENGINEER: SPECIFICATION REFERENCE: SYSTEM TYPE: LOCATIONS: 0 BLACK 1 Council Avenue, P.O. Box 608 Wheatland, PA 16161 P 800.257.8182 F 724.346.7260 COMMENTS: 0 HOT-DIP GALVANIZED info@wheatland.com wheatland.com Follow us on Twitter: '<i:WheatlandTube SCHEDULE 10 WEIGHTS AND DIMENSIONS WT./FT. WT./LIFT WT./LIFT WT./LIFT NPS NOMINAL OD NOMINAL ID NOMINAL WALL WT./FT. Hp FILLED PCS./LIFT 21' 24' 25' UL in. mm in. mm in. mm lbs. lbs. lbs. lbs. lbs. CRR• 1.315 33.4 1.097 27.9 0.109 2.77 1.405 1.814 70 2065 2360 2459 11.4 1¼ 1.660 42.2 1.442 36.6 0.109 2.77 1.807 2.514 61 2315 2645 2756 7.3 1½ 1.900 48.3 1.682 42.7 0 .109 2.77 2.087 3.049 61 2673 3055 3183 5.8 2 2.375 60.3 2.157 54.8 0.109 2.77 2.640 4.222 37 2051 2344 2442 4.7 2½ 2.875 73.0 2.635 66.9 0 .120 3.05 3.354 5.895 30 2226 2544 2651 3.5 3 3.500 88.9 3.260 82.8 0 .120 3.05 4.336 7.949 19 1730 1977 2060 2.6 4 4.500 114.3 4.260 108.2 0 .120 3.05 5.619 11.789 19 2242 2562 2669 1.6 5 5.563 141.3 5.295 134.5 0 .134 3.40 7.780 17.309 13 2124 2427 2529 1.5 6 6.625 168.3 6.357 161 .5 0.134 3.40 9.298 23.038 10 1953 2232 2325 1.0 8 8.625 219.1 8.249 209.5 0 .188 4.78 16.960 40.086 7 2493 2849 2968 1.7 10** 10.750 273.0 10.374 263.5 0.188 4.78 21.230 57.803 2 892 1019 1062 SCHEDULE 40 WEIGHTS AND DIMENSIONS WT./FT. WT./LIFT WT./LIFT WT./LIFT NPS NOMINAL OD NOMINAL ID NOMINAL WALL WT./FT. H2O FILLED PCS./LIFT 21' 24' 25' UL In. mm in. mm In. mm lbs. lbs. lbs. lbs. lbs. CRR• 1.315 33.4 1.049 26.6 0.133 3.38 1.68 2.055 70 2470 2822 2940 1.000 1¼ 1.660 42.2 1.380 35.1 0.140 3.56 2.27 2.922 51 2431 2778 2894 1.000 1½ 1.900 48.3 1.610 40.9 0.145 3.68 2.72 3.602 44 2513 2872 2992 1.000 2 2.375 60.3 2.067 52.5 0.154 3.91 3.66 5.109 24 1845 2108 2196 1.000 2½ 2.875 73.0 2.469 62.7 0.203 5.16 5.80 7.871 20 2436 2784 2900 1.000 3 3.500 88.9 3.068 77.9 0.216 5.49 7.58 10.783 13 2069 2365 2464 1.000 3½ 4.000 101 .6 3.548 90.1 0.226 5.74 9.12 13.400 10 1915 2189 2280 1.000 4 4.500 114.3 4.026 102.3 0.237 6.02 10.80 16 .311 10 2268 2592 2700 1.000 5 5.563 141 .3 5.047 158.2 0 .258 6.55 14.63 23.262 7 2151 2458 2560 1.000 6 6.625 168.3 6.065 154.1 0.280 7.11 18.99 31.498 5 1994 2279 2374 1.000 8** 8.625 219.1 7.981 202.7 0 .322 8.18 28.58 50.240 5 3001 3430 3573 1.000 • Calculated using Standard UL CRR formula, UL Fire Protection Directory, Category VIZY. The CRR is a ratio value used to measure the ability of a pipe to withstand corrosion. Threaded Schedule 40 steel pipe is used as the benchmark (value of 7.0). •• 8 NPS Schedule 40 and 70 NPS Schedule 70 are FM Approved but not UL Listed. 1 Council Avenue, P.O. Box 608 Wheatland, PA 16161 P 800.257.8182 F 724.346.7260 info@wheatland.com wheatland.com Follow us on Twitter: (<i WheatlandTube @c@ <8> APPROVED Victaulic® Firelock™ Fittings ~taulic· 10.03 1.0 PRODUCT DESCRIPTION Available Sizes • 1 ¼ -8"/DN32 -DN2OO Maximum Working Pressure • Pressure ratings for Victaulic Firelock™ Fittings conform to the ratings of Victaulic Firelock EZ™ Style OO9N couplings (refer to publication 10.64 for more information). Application • Firelock™ fittings are designed for use exclusively with Victaulic couplings that have been Listed or Approved for Fire Protection Services. Use of other couplings or flange adapters may result in bolt pad interference. • Connects pipe, provides change in direction and adapts sizes or components Pipe Materials • Carbon steel 2.0 CERTIFICATION/LISTINGS 3.0 SPECIFICATIONS -MATERIAL CE EN 10311 Regulation (EU) No. 305/2011 Fitting: Ductile iron conforming to ASTM A536, Grade 65-45-12. Fitting Coating: D Orange enamel. D Red enamel in Europe, Middle East, Africa, and India. D Optional: Hot dipped galvanized. ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. System No. Location Submitted By Date ~ ~e_cs~n Approved --'---- Paragraph Date victaulic.com ,n n"> 1c:"Jn o .... ., 1\1 11 .... ...., .... + .... ..l nn1'1n11 /R\ 0f"'\17 ,,;,...,..,...,.,;,... ,....,.......,.....,,...,...., /\ti .. :,..,h+,.. ..................... ....1 victaulic.com 4.0 DIMENSIONS No. 001 No.003 No.002 No.006 No.001 No.003 No.002 No.006 90° Elbow 45° Elbow Straight Tee Cap Actual Approximate Approximate Approximate Approximate Nominal Outside Weight Weight Weight Weight Size Diameter C to E Each C to E Each C to E Each T Each inches inches inches lb inches lb inches lb inches lb DN mm mm kg mm kg mm kg mm kg 1¼ 1.660 ------0.82 0.3 DN32 42.4 ------21 0.1 1½ 1.900 ------0.82 0.4 DN40 48.3 ------21 0.2 2 2.375 2.75 1.7 2.00 1.8 2.75 2.4 0.88 0.6 DN50 60.3 70 0.8 51 0.8 70 1.1 22 0.3 2½ 2.875 3.00 3.1 2.25 2.2 3.00 3.6 0.88 1.0 73.0 76 1.4 57 1.0 76 1.6 22 0.5 3.000 3.00 3.30 2.25 2.4 3.00 3.8 --DN65 76.1 76 1.5 57 1.1 76 1.7 3 3.500 3.38 4.0 2.50 3.1 3.38 5.3 0.88 1.2 DN80 88.9 86 1.8 64 1.4 86 2.4 22 0.5 4.250 4.00 5.7 3.00 5.1 4.00 7.5 --108.0 102 2.6 76 2.3 102 3.4 4 4.500 4.00 6.7 3.00 5.6 4.00 8.7 1.00 2.4 DN100 114.3 102 3.0 76 2.5 102 3.9 25 1.1 5 5.563 4.88 12.6 3.25 8.3 4.88 15.7 1.00 4.1 141.3 124 5.7 83 3.8 124 7.1 25 1.9 5.500 4.88 12.4 3.25 8.2 4.88 15.4 --DN125 139.7 124 5.6 82.6 3.7 124 6.9 6.250 5.50 12.6 3.50 9.2 5.50 17.9 --158.8 140 5.7 89 4.2 140 8.0 6 6.625 5.50 18.3 3.50 11.7 5.50 22.7 1.00 5.9 DN150 168.3 140 8.3 89 5.3 140 10.3 25 2.7 6.500 5.43 17.6 3.50 11.4 5.50 22.0 --165.1 140 7.9 89 5.2 140 9.9 8 8.625 6.81 25.5 4.25 20.4 6.94 38.7 1.13 12.7 DN200 219.1 173 11.6 108 9.3 176 17.6 29 5.8 8.515 6.81 23.1 --6.94 33.6 -- 216.3 173 10.5 --176 15.2 -- 10.03 1539 Rev N Updated 09/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 5.0 PERFORMANCE Flow Data I Size Frictional Resistance Equivalent of Straight Pipe1 No.002 Actual Elbows Straight Tee Nominal Outside No.001 No.003 Size Diameter 90° Elbow 45° Elbow Branch Run inches inches feet feet feet feet ON mm meters meters meters meters 1¼ 1.660 ---- ON32 42.4 ---- 1½ 1.900 ---- DN40 48.3 ---- 2 2.375 3.5 1.8 8.5 3.5 DN50 60.3 1.1 0.5 2.6 1.1 2½ 2.875 4.3 2.2 10.8 4.3 73.0 1.3 0.7 3.3 1.3 3.000 4.5 2.3 11.0 4.5 DN65 76.1 1.4 0.7 3.4 1.4 3 3.500 5.0 2.6 13.0 5.0 DN80 88.9 1.5 0.8 4.0 1.5 4.250 6.4 3.2 15.3 6.4 108.0 2.0 0.9 4.7 2.0 4 4.500 6.8 3.4 16.0 6.8 DN100 114.3 2.1 1.0 4.9 2.1 5 5.563 8.5 4.2 21.0 8.5 141 .3 2.6 1.3 6.4 2.6 5.500 8.3 4.1 20.6 8.3 DN125 139.7 2.5 1.3 6.3 2.5 6.250 9.4 4.9 25.0 9.6 158.8 2.9 1.5 7.6 2.9 6 6.625 10.0 5.0 25.0 10.0 DN150 168.3 3.0 1.5 7.6 3.0 6.500 9.8 4.9 24.5 9.8 165.1 3.0 1.5 7.5 3.0 8 8.625 13.0 5.0 33.0 13.0 DN200 219.1 4.0 1.5 10.1 4.0 8.515 13.0 -33.0 13.0 216.3 4.0 -10.1 4.0 The flow data listed is based upon the pressure drop of Schedule 40 pipe. 10.03 1539 Rev N Updated 09/2017 © 2017 Victaulic Company. All rights reserved. victaulic.com 6.0 NOTIFICATIONS General Notes NOTE: When assembling Firelock EZ™ couplings onto end caps, take additional care to make certain the end cap is fully seated against the gasket end stop. For Firelock EZ™ Style 009N/009H couplings, use Firelock™ No. 006 end caps containing the "EZ" marking on the inside face or No. 60 end caps containing the "QV EZ" marking on the inside face. Non-Victaulic end cap products shall not be used with Style 009/009V/009H/009N couplings. 7.0 REFERENCE MATERIALS 10.64: Viclaulic® Firelock™ Rigid Coupling Style 009N 10.02: Victaulic® Firelock™ Rigid Coupling Style 005H with Vic-Plus™ Gasket System 29.01: Viclaul1c® Terms and Conditions of Sale User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, and the applicable building codes and related regulations as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer. Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, or as a recommendation for the use of such material, product, service, or design in the infringement of any patent or other intellectual property right. The terms "Patented" or "Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications. 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. Installation Reference should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Handbooks are included with each shipment of Victaulic products, providing complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Trademarks Victaulic and all other Victaulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. 10.03 1539 Rev N Updated 09/2017 © 2017 Victaulic Company. All rights reserved. ,. Victaulic® Flexible Coupling Style 75 ~taulic· 06.05 1 -8"/DN25 -DN200 Exaggerated for clarity 1.0 PRODUCT DESCRIPTION Available Sizes • 1 -8"/DN25 -DN200 Pipe Material • Carbon steel • Stainless steel • For exceptions see section 6.0 Notifications Maximum Working Pressure • Accommodates pressures ranging from full vacuum (29.9 in Hg/760 mm Hg) up to 500 psi/3447 kPa/34 bar • Working pressure dependent on material, wall thickness and size of pipe Application • Joins standard roll grooved and cut grooved pipe, as well as grooved fittings, valves and accessories • Provides a flexible pipe joint which allows for expansion, contraction and deflection • Up to 50% lighter in weight than standard Victaulic Style 77 or Style 177N flexible couplings 2.0 CERTIFICATION/LISTINGS c@us ~ 'vds1 ILPCB[ f"r.rp LISTED ~ ~ ~ NOTES • Download publication 10.01 for Fire Protection Certifications/Listings Reference Guide. • See nublication 02.06: Victaulic Potable Water Approvals ANSI/NSF for potable water approvals if applicable. ALWAYS REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION, MAINTENANCE OR SUPPORT. System No. Location Spec Section Paragraph -------------- Submitted By Date Approved Date victaulic.com nc. nc 11171, r,,...,," 11 ..... ...., ..... +,.......1 {')r::.10n0f"'I Ir'\ 01"'\'lr\ \1;,....+ ....... 1:,.... ,,....,....-v,,.,.., ..... ....,., /\II .,.;,...1,-,,+,... ... ,....,...,...,...,,..,,..., victaulic.com 3.0 SPECIFICATIONS -MATERIAL Housing: Ductile iron conforming to ASTM A536, Grade 65-45-12. Ductile iron conforming to ASTM A395, Grade 65-45-15, is available upon special request. Housing Coating: (specify choice) D Standard: Orange enamel D Optional: Hot dipped galvanized D Optional: Contact Victaulic with your requirements for other coatings. Gasket: (specify choice1) 0 Grade "E" EPDM EPDM (Green stripe color code). Temperature range -30"F to +230"F/-34"C to +llO"C. May be specified 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 +73°F/+23°C and hot +180°F/+82°C potable water service and ANSI/NSF 372. NOT COMPATIBLE FOR USE WITH PETROLEUM SERVICES OR STEAM SERVICES. D Grade "T" Nitrile Nitrile (Orange stripe color code). Temperature range -20"F to +180"F/-29"C to +82"C. May be specified for petroleum products, air with oil vapors, vegetable and mineral oils within the specified temperature range; not compatible for hot dry air over +140°F/+60°C and water over +150°F/+66°C. NOT COMPATIBLE FOR USE WITH HOT WATER . D Others For alternate gasket selection , reference publication 05.01: Victaulic Seal Selection Guide -Elastomeric Seal Construction. 1 Services listed are General Service Guidelines only. It should be noted that there are services for which these gaskets are not compatible. Reference should always be made to the latest Victaulic Seal Selection Guide for specific gasket service guidelines and for a listing of services which are not compatible. Bolts/Nuts: (specify choice2) D Standard: Carbon steel oval neck track bolts meeting the mechanical property requirements of ASTM A449 (imperial) and ISO 898-1 Class 9.8 (Ml0-Ml6) Class 8.8 (M20 and greater). Carbon steel hex nuts meeting the mechanical property requirements of ASTM A563 Grade B (imperial -Heavy Hex nuts) and ASTM A563M Class 9 (metric - hex nuts). Track bolts and hex nuts are zinc electroplated per ASTM B633 ZN/FE5, finish Type Ill (imperial) or Type II (metric). D Optional (imperial): Stainless steel oval neck track bolts meeting the mechanical property requirements of ASTM F593, Group 2 (316 stainless steel), condition CW. Stainless steel heavy nuts meeting the mechanical property requirements of ASTM F594, Group 2 (316 stainless steel), condition CW, with galling reducing coating. 2 Optional bolts/nuts are available in imperial sizes only. 06.05 1470 Rev Q Updated 05/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 4.0 DIMENSIONS Style 75 Flexible Coupling Pipe End Deflection from Size Separation3 Centerline3 Bolt/Nut Dimensions Weight -- Actual Outside Approx. Nominal Diameter Allowable Per Cplg. Pipe Qty. Size X y z (Each) inches inches inches inches/ft. imperial inches inches inches lb DN mm mm Degrees mm/m metric mm mm mm kg 1 1.315 0-0.06 2 -43' 0.57 2 Ix2 2.38 4.27 1.77 1.3 DN25 33.7 0-1.6 48 M10x51 61 108 45 0.6 1¼ 1.660 0-0.06 2 -10' 0.45 2 I x2 2.68 4.61 1.77 1.4 DN32 42.4 0-1.6 38 M10x51 68 117 45 0.6 1½ 1.900 0-0.06 1 -56' 0.40 2 Ix2 2.91 4.82 1.77 1.5 DN40 48.3 0-1.6 33 M10x51 74 122 45 0.6 2 2.375 0-0.06 1 -31' 0.32 2 Ix2 3.43 5.22 1.88 1.7 DN50 60.3 0-1.6 26 M10x51 87 133 48 0.8 2½ 2.875 0-0.06 1 -15' 0.26 2 Ix2 3.88 5.68 1.88 1.9 73.0 0-1.6 22 M10x51 98 144 48 0.9 3.000 0-0.06 1 -12' 0.26 2 Ix2 4.00 5.90 1.88 1.9 DN65 76.1 0-1.6 22 M10x51 102 150 48 0.9 3 3.500 0-0.06 1 -2' 0.22 2 ½x2¾ 4.50 7.00 1.88 2.9 DN80 88.9 0-1.6 18 M12x 70 114 178 48 1.3 3½ 4.000 0-0.06 0 -54' 0.19 2 ½x2¾ 5.00 7.50 1.88 2.9 DN90 101.6 0-1.6 16 M12 x 70 127 191 48 1.3 ~ 4 I 4.500 0-0.13 1 -36' 0.34 2 ½x2¾ 5.80 8.03 2.13 4.1 DNl00 114.3 0-3.2 28 M12 x 70 147 204 54 1.9 4.250 0-0.13 1 -41' 0.35 2 ½x2¾ 5.55 7.79 2.13 3.7 108.0 0-3.2 29 M12x 70 141 198 54 1.7 5.000 0-0.13 1 -26' 0.25 2 ~x3 ¼ 6.13 9.43 2.13 5.5 127.0 0-3.2 21 M16x83 156 240 54 2.5 5.250 0-0.13 1 -21 ' 0.28 2 jx3 ¼ 6.55 9.37 2.13 6.0 133.0 0-3.2 24 M16 x 83 166 238 54 2.7 5.500 0-0.13 1 -18' 0.28 2 h3¼ 6.80 9.59 2.13 6.3 DN125 139.7 0-3.2 24 M16 x83 173 244 54 2.9 5 5.563 0-0.13 1 -18' 0.27 2 ~x3 ¼ 6.88 10.o? 2.13 5.8 141.3 0-3.2 23 M16x83 175 256 54 2.6 6.000 0-0.13 1 -12' 0.21 2 ~x3 ¼ 7.38 10.48 1.88 6.2 152.4 0-3.2 18 M16x83 187 266 48 2.8 6.250 0-0.13 1 -9' 0.24 2 ~x3 ¼ 7.63 10.49 2.13 6.8 159.0 0-3.2 20 M16x 83 194 266 54 3.1 6.500 0-0.13 1 -7' 0.23 2 ~x3 ¼ 7.84 10.66 2.08 6.6 165.1 0-3.2 58 M16 x83 199 271 53 3.0 6 6.625 0-0.13 1 -5' 0.23 2 ~x 3 ¼ 8.00 11.07 2.13 7.0 DN150 168.3 0-3.2 18 M16 x 83 203 281 54 3.2 0-0.13 0 -51' 0.18 2 ¾x4¼ 10.19 13.75 2.32 13.2 200A4 216.3 0-3.2 46 M20x 108 259 350 59 6.0 8 8.625 0-0.13 0 -50' 0.18 2 ¾x4¼ 10.34 13.97 2.13 12.4 DN200 219.1 0-3.2 14 M20 x 108 263 355 59 5.6 ------------------------ 3 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 -3 ½"/DN20 -DN90; 25% for 4"/DNlO0 and larger. 4 Japanese Industrial Standard (JIS) size NOTE • Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. 06.05 1470 Rev Q Updated 05/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 5.0 PERFORMANCE Style 75 Flexible Coupling Size Actual Maximum Outside Working Maximum Nominal Diameter Pressures End Loads inches inches psi lb DN mm kPa N 1 1.315 500 680 DN25 33.7 3447 3025 1 ¼ 1.660 500 1080 DN32 42.4 3447 4805 l½ 1.900 500 1420 DN40 48.3 3447 6320 2 2.375 500 2215 DN50 60.3 3447 9860 2½ 2.875 500 3245 73.0 3447 14440 3.000 500 3535 DN65 76.1 3447 15730 3 3.500 500 4800 DN80 88.9 3447 21360 3½ 4.000 500 6300 DN90 101 .6 3447 28035 4 4.500 500 7950 DN100 114.3 3447 35380 4.250 450 6380 108.0 3103 28395 5.000 450 8820 127.0 3103 39250 •. 5.250 450 9735 133.0 3103 43325 5.500 450 10665 DN125 139.7 3103 47460 5 5.563 450 10935 141 .3 3103 48660 6.000 450 12735 ' 152.4 3103 56670 6.250 450 13800 159.0 3103 61405 6 6.625 450 15525 DN150 168.3 3103 69085 6.500 450 14930 165.1 3103 66412 450 25625 200A4 216.3 3103 113986 8 8.625 450 26280 DN200 219.1 3103 116945 4 Japanese Industrial Standard (JIS) size 5 Working Pressure and End Load are total, from all internal and external loads, based on ANSI B36.10 sized carbon steel pipe, grooved in accordance with Victaulic specifications. Contact Victaulic for performance on other pipe. NOTE • WARNING: FOR ONE TIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to l½ times the figures shown. 06.05 1470 Rev Q Updated 05/2020 © 2020 Victaulic Company. All rights reserved. victaulic.com 6.0 NOTIFICATIONS A WARNING {I ·t· • g C • --~~ • Read and understand all instructions before attempting to install, remove, adjust, or maintain any Victaulic piping products. • Always verify that the piping system has been completely depressurized and drained immediately prior to installation, removal, adjustment, or maintenance of any Victaulic products. • Wear safety glasses, hardhat, and foot protection . Failure to follow these instructions could result in death or serious personal injury and property damage. NOTICE • Victaulic RX grooving rolls must be ordered separately. They are identified by a silver color and the designation RX on the front of the roll sets. NOTICE • Victaulic does not recommend the use of any furnace butt-welded pipe with sizes NPS 2"/DNSO and smaller Victaulic gasketed joint products. This includes, but is not limited to, ASTM A53 Type F pipe. 7.0 REFERENCE MATERIALS 02.06: Victaulic Potable Waler Approvals ANSI/NSF 05.01: Viclaulic Seal Selection Guide -Elastorneric Seal Construction 06.15: Victaulic Pressu1·e Ratings and End Loads for Victaulic Couplings on Steel Pipe 10.01: Victaulic Products for Fire Protection Pipings Systems -Regulatory Approval Reference Guide 17.01: Victaulic Pipe Preparation for Use on Stainless Steel Pipe With Victaulic Products 17.09: Victaulic Duclile Iron Grooved Couplings Performance Data for Stainless Steel Pipe 25.01: Victaulic Standard Groove Specifications 26.01: Victaulic Design Data 29.01: Victaulic Terms and Conditions of Sale 1-100: Victaulic Field Installation Handbook I-ENDCAP: Viclaulic End Cap Installation Safety Instru ctions User Responsibility for Product Selection and Suitability Each user bears final responsibility for making a determination as to the suitability of Victaulic products for a particular end-use application, in accordance with industry standards and project specifications, and the applicable building codes and related regulations as well as Victaulic performance, maintenance, safety, and warning instructions. Nothing in this or any other document, nor any verbal recommendation, advice, or opinion from any Victaulic employee, shall be deemed to alter, vary, supersede, or waive any provision of Victaulic Company's standard conditions of sale, installation guide, or this disclaimer. Intellectual Property Rights No statement contained herein concerning a possible or suggested use of any material, product, service, or design is intended, or should be constructed, to grant any license under any patent or other intellectual property right of Victaulic or any of its subsidiaries or affiliates covering such use or design, or as a recommendation for the use of such material, product, service, or design in the infringement of any patent or other intellectual property right. The terms "Patented" or "Patent Pending" refer to design or utility patents or patent applications for articles and/or methods of use in the United States and/or other countries. Note This product shall be manufactured by Victaulic or to Victaulic specifications. 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. Installation Reference should always be made to the Victaulic installation handbook or installation instructions of the product you are installing. Handbooks are included with each shipment of Victaulic products, providing complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. Trademarks Victaulic and all other Victa ulic marks are the trademarks or registered trademarks of Victaulic Company, and/or its affiliated entities, in the U.S. and/or other countries. 06.05 1470 Rev Q Updated 05/2020 © 2020 Victaulic Company. All rights reserved. ., Firelock® Rigid Coupling Style OOSH with Vic-Plus™ Gasket System Patented Exaggerated for clarity Approvals/Listings: c®us ~ ~P LISTED ~ ~ 104-la/02 S e Victaul1c Publication 10.01 fo1-more details. ------ LPC and VdS Approved, see notes on page 3 Product Description: Firelock Style 005H rigid coupling has a unique, patented angle-pad design which allows the housings to offset while clamping the grooves. By permitting the housings to slide on the angled bolt pads, rigidity is obtained. Support and hanging requirements correspond to NFPA 13 Sprinkler Systems. Angle-pad design permits assembly by removing one nut/bolt and swinging the housing over the gasket. This reduces components to handle during assembly. Style 005H Firelock coupling are designed and recommended for use ONLY on fire protection systems. Vic-Plus™ Gasket System: Victaulic offers a gasket system which requires no field lubrication on wet pipe systems that are hydrostatically tested. The Vic-Plus System (patented) is dry, clean, and non-toxic. It reduces assembly time substantially and eliminates the mess and chance of over-lubrication. Please refer to the latest copy of the Victaulic Field Installation Handbook (1-100) for supplemental lubrication requirements and dry pipe fire protection system notes. Job/Owner ~tern No. ~1 J Location --------- Contractor [ :~~emitt~d !!. ~ ~~ Material Specifications: ~taulic· 10.02 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: (specify choice) Standard: Orange enamel (North America); red enamel (Europe) D Optional: Hot dipped galvanized Coupling Gasket: (specify choice) NOTE: Additional gasket styles are available. Contact Victaulic for details. □ Grade "E" EPDM Type A Vic-Plus™ Gasket System1 EPDM (Violet color code). FireLock products have been Listed by Underwriters Laboratories Inc. and Approved by Factory Mutual Research for wet and dry (oil free air) sprinkler services up to the rated working pressure using the Grade "E" Type A Vic-Plus™ Gasket System, requiring no field lubrication for most installation conditions. D Grade "L" silicone Recommended for dry heat, air without hydrocarbons to +350°F and certain chemical services. For dry services, Victaulic continues to recommend the use of Grade "E" Type A FlushSeal® Gasket. Contact Victaulic for details. 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. 1 Standard gasket and FlushSeal gasket approved for dry pipe systems to -40°F/-40°C. Based on "typical" pipe surface conditions, supplemental lubricant is recommended for services installed below 0°F/-l8°C and for all dry pipe systems or systems to be subjected to air tests prior to being filled with water. Supplemental lubrication may also be required on pipe with raised or undercut weld seams or pipe that has voids and/or cracks at the weld seams. Victaulic continues to recommend the use of FlushSeal gaskets for dry services. Engineer Spec Section Paragraph ---- Approved Date victaulic.com I Couplings I Rigid I Style 005H I Publication 10.02 10 07 11;'<~ Ren, ~n I lnrbtorl l()f?()l/1 IF.\ ?()1/1 \/i,-.b11lir rnmnc,m, LIii rinhk rocon,orl victaulic.com I Couplings I Rigid I Style 005H I Publication 10.02 Dimensions: Rated for wet and dry sprinkler systems at 350 psi/2413 kPa for 1 ¼ -4"/32 -100 mm sizes and 300 psi /2068 kPa for 4 ¼ -8"/108 -200 mm sizes; Schedule 10 roll grooved or Schedule 40 cut or roll grooved steel pipe. Style 005H is rigid and does not accommodate expansion, contraction or angular deflection. Actual Maximum Maximum Allow. Dimensions Approx. Nominal Outside Working End Pipe End Weight Size Diameter Pressure14 Load 1 Separation 2 Bolt/Nut3 X y z Each inches inches psi lbs. inches No.-size inches inches inches lbs. mm mm kPa N mm inches mm mm mm kg 1¼ 1.660 350 755 0.05 2 -3/s x2¼ 2.75 4.50 1.88 1.2 32 42.4 2413 3370 1.2 70 114 48 0.5 1½ 1.900 350 990 0.05 2 -3/sx2¼ 3.00 4.75 1.88 1.2 40 48.3 2413 4415 1.2 76 121 48 0.5 2 2.375 350 1550 0.07 2-3/sx2½ 3.50 5.25 1.88 1.6 50 60.3 2413 6900 1.7 89 133 48 0.7 2½ 2.875 350 2270 0.07 2 -3/s x2½ 4.00 5.75 1.88 1.9 65 73.0 2413 10110 1.7 102 146 48 .09 76.1 mm 3.000 350 2475 O.o? 2 -3/s X 2½ 4.13 5.75 1.88 1.9 76.1 2413 11010 1.7 105 146 48 0.9 - 3 3.500 350 3365 O.o? 2 -3/s x2½ 4.63 6.13 1.88 2.1 80 88.9 2413 14985 1.7 118 156 48 1.0 4 4.500 350 5565 0.16 2 -3/sx2½ 5.75 7.25 2.13 3.1 100 114.3 2413 24770 4.1 146 184 54 1.4 108.0mm 4.250 300 4255 0.16 2 -3/s x2½ 5.63 7.25 2.13 3.1 108.0 2068 18940 4.1 143 184 54 1.4 5 5.563 300 7290 0.16 2-½x3 6.88 9.00 2.13 4.5 125 141.3 2068 32445 4.1 175 229 54 2.0 133.0mm 5.250 300 6495 0.16 2-½ X 2¾ 6.63 9.00 2.13 4.5 133.0 2068 28900 4.1 168 229 54 2.0 139.7mm 5.500 300 7125 0.16 2-½ X 2¾ 6.88 9.00 2.13 4.8 139.7 2068 31715 4.1 175 229 54 2.2 6 6.625 300 10340 0.1 6 2-½x3 8.00 10.00 2.13 5.0 150 168.3 2068 46020 4.1 203 254 53 2.3 159.0mm 6.250 300 9200 0.16 2-½x2¾ 7.63 10.00 2.13 5.5 159.0 2068 40955 4.1 194 254 54 2.5 165.1mm 6.500 300 9955 0.16 2 -½x3 8.15 10.00 2.13 5.5 165.1 2068 44295 4.1 207 254 54 2.5 8 8.625 300 17525 0.19 2-5/sx4¼ 10.50 13.14 2.63 11.3 200 219.1 2068 78000 4.8 267 334 67 5.1 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 1 ½ times the figures shown. 2 The allowable pipe separation dimension shown is for system layout purposes only. Style 005H couplings are considered rigid connections and will not accommodate expansion or contraction of the piping system. 3 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. 4 Style 005H couplings are VdS and LPC Approved to 16 Bar/235 psi. 1 n n? 1 I; ~Q Po11 ~A I lnrfotori 1 /"\/?/"\1 /1 /1',\ ?/"\l /I \/i,-.t,i, di,-. r"mn,in11 t, 11 ,irrhtc-,ocon,ori - victaulic.com I Couplings I Rigid I Style 005H I Publication 10.02 Listings/Approvals: The information provided below is based on the latest listing and approval data at the time of publication. Listings/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. Related Working Pressure Related Working Pressure Related Working Pressure psi Pipe Size Sch. inches UL ULC 5 1¼-3 175 175 1¼-3 350 350 10,40 5 -8 300 300 BLT 1¼-2 300 300 DF 1¼-4 300 300 DT 1¼-2 300 300 EF 1¼-4 1757 N/A 5 FM approved for service in 1 1/2 -4" pipe. 6 UL Listed for service up to 4' pipe only. 7 UL Listed for service up to 3' only. Installation Pipe Size FM Sch. inches 175 EL 1¼-2 350 ET 1¼-2 300 EZ 4 -6 N/A FF 1¼-4 300 GAL -7 1¼-2 N/A MLT 1¼-2 175 MF 1¼-4 Reference should always be made to the 1-100 V1ctaul1c r 1eld lnstallal1on Handbook for the product you are installing. Handbooks are included with each shipment of Victaulic products for complete installation and assembly data, and are available in PDF format on our website at www.victaulic.com. Warranty Refer to the Warranty section of the current Price List or contact Victaulic for details. psi UL 300 300 3006 N/A 300 300 300 psi Pipe Size ULC FM Sch. inches UL ULC FM N/A N/A MT 1¼-2 300 N/A N/A N/A N/A STF 1¼-4 N/A N/A 300 N/A 300 Steady 1¼-2 N/A N/A 300 Thd. N/A 300 TF 3 -8 N/A N/A 300 N/A N/A WLS 1¼-2 300 300 N/A N/A N/A XL 1¼-3 300 300 300 N/A 3005 Note This product shall be manufactured by Victaulic or to Victaulic specifications. 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. Trademarks Victaulici& is a registered trademark of Victaulic Company. 10 O? ll;~Q Ro11 ~A I lnrbtorl 1{)/?{)1/1 ff':\ ?{)1/1 llif'b1ilif' f"'r.rYln,:,m1 /lll rirrhtc rocon,orl Pipe Hangers TOLCO Fig. 200 -"Trimline" Adjustable Band Hanger TOLCO Fig. 200F -"Trimline" Adjustable Band Hanger with Felt Lining for Copper Tubing TOLCO Fig. 200C -"Trimline" Adjustable Band Hanger with Plastic Coated TOLCO Fig. 200S -"Trimline" Adjustable Band Hanger with Removable Nut (For sizes 111 thru 2") Size Range: Fig. 200 -½" (15mm) thru 8" (200mm) pipe Material: Steel, Pre-Galvanized Function: For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features: • ½" (15mm) thru 2" (50mm) sizes have flared edges for ease of installation on all pipe types and protects CPVC plastic pipe from abrasion. Captured knurled nut design (flared top) on 1" thru 2" sizes keep nut from separating with hanger. Hanger is easily installed around pipe. • ½" (15mm), ¾" (20mm), and 2½" (65mm) thru 8" (200mm)) Spring tension on nut holds it securely in hanger before installation. Knurled nut is easily removed. • For½" (15mm) and¾" (20mm) sizes with non-captured knurl nuts order Fig . 200S Approvals: Underwriters Laboratories listed (½" (15mm) thru 8" (200mm)) in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (FM) (¾" (20mm) thru 8" (200mm)). Conforms to Federal Specifications WW-H-171 E & A-A-1192A, Type 10 and Manufacturers Standardization Society ANSI/MSS SP-69 & SP-58, Type 10. Maximum Temperature: 650°F (343°C) Finish: Pre-Galvanized. Stainless Steel materials will be supplied with (2) hex nuts in place of a knurl nut. Order By: Part number and pipe size ** Note: For metric hanger rod sizes add the metric rod size to the figure number. Example: 200M8-1 ½ or 200M10-1 ½ A Overall Height B c@:s~ LISTED APPROVED Center of pipe to top of knurled hanger rod nut. D Top of pipe to bottom of hanger rod nut. Fig. 200-1 to 200-2 Fig. 200-1/z& 200-¼ Fig. 200-21/z to 200-8 Fig. 200C Fig. 200F Fig. 200 Fig. 200 & Fig. 200S t M8 rod size is not UL Listed or FM Approved 200C-11/2 shown 200F-1 ½ shown shown with captured nut shown with 1" thru 2" sizes only non-captured nut Pipe Size Rod Size A B D Max. Rec. Load Approx. Wt./100 Part No.** in. (mm) in. mm** in. (mm) in. (mm) in. (mm) lbs. (kN) lbs. (kg) 200-¼ ½" (15) 3/s"-16 M8t or M10 31/s'' (79.4) 25/a'' (66.7) 111/32" (34.1) 400 (1.78) 11 (5.0) 200-3/4 3// (20) 3/s''-16 M8t or M10 31/s'' (79.4) 2½" (63.5) 11/15" (27.0) 400 (1.78) 11 (5.0) 200-1 1" (25) 3/s''-16 M8t or M10 33/s'' (85.7) 25/a'' (66.7) 11/s" (28.6) 400 (1.78) 12 (5.5) 200-1¼ 1¼" (32) 3/s''-16 M8t or M10 3¼" (94.0) 27/s'' (73.0) 15/32" (29.3) 400 (1.78) 13 (5.9) 200-1 1/2 1½" (40) 3/s''-16 Mt 8 or M10 37/s'' (98.4) 27/s'' (73.0) 13/15" (30.2) 400 (1.78) 14 (6.4) 200-2 2" (50) 3/s"-16 M8t or M10 4½" (114.3) 39/5o'' (80.8) l3/15" (30.2) 400 (1.78) 15 (6.9) 200-2¼ 2½" (65) 3/s"-16 M10 55/a'' (142.9) 41/s'' (104.7) F/,s" (36.5) 600 (2.67) 27 (12.3) 200-3 3" (75) 3/s''-16 M10 57/s" (149.1) 4" (101.6) 1¼" (31.7) 600 (2.67) 29 (13.3) 200-3¼ 3½" (90) 3/a"-16 M10 73/a" (187.3) 5¼" 1133.3) 23/16" (55.6) 600 (2.67) 34 (15.6) 200-4 4" (100) 3/a"-16 M10 73/a" (187.3) 5" 1127.0) l3/a" (34.9) 1000 (4.45) 35 (16.0) 200-5 5" (125) 1/i''-13 M12 91/s'' (231.8) 6¼" (158.7) 311/Ji" (84.9) 1250 (5.56) 66 (30.2) 200-6 6" (150) ½"-13 M12 101/s" (257.2) 6¼" (171.4) 27/32" (56.3) 1250 (5.56) 73 (33.4) 200-8 8" (200) ½"-13 M12 131/s'' (333.4) 8¼" (222.2) 37hz'' (81.7) 1250 (5.56) 136 (62.3) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Fire Protection Solutions 23 Eaton r? c» 0) C ftS X !. it Threaded Accessories B3205 -Threaded Rod (right-hand threads -both ends) B3205L -Threaded Rod (right & left hand threads) Size Range: 3/s"-16 thru 7/s"-9 rod Material: Steel Function: Recommended for use as a hanger support in hanger assemblies. Rod is threaded on both ends with right hand threads of the length shown. Also available with left and right hand threads -specify Fig. B3205L when ordering. Maximum Temperature: 750°F (399°C) Finish: Plain or Electro-Galvanized. Contact customer service for alternative finishes and materials. Order By: Figure number, rod size, length and finish Standard Thread Size Thread Length TL 650°F (343°C) Part No. A in. (mm) Lbs. (kN) 83205-3/a x 'L' 3/B''-16 21/2'' (63.5) 730 (3.25) 83205-1/2 x 'L' 1/2''-13 21/2'' (63.5) 1350 (6.00) 83205-5/a x 'L' 5/s"-11 21/2'' (63.5) 2160 (9.61) Design Load 83205-3/4 x 'L' 3/4"-10 3" (76.2) 3230 (14.37) 83205-7/a x 'L' 7!s''-9 31/2'' (88.9) For larger sizes consult full line pipe hanger catalog. ATR -All Threaded Rod -120" (3.0Sm) Lengths TOLCO™ Fig. 99 -All Threaded Rod Cut To Length 4480 Size Range: 1/4"-20 thru 7/s"-9 rod in 120" lengths or cut to length Material: Steel Maximum Temperature: 750°F (399°C) (19.93) Finish: Plain or Electro-Galvanized. Contact customer service for alternative finishes and materials. Approvals: Included in our Seismic Engineering Guidelines 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 our Seismic Engineering Guidelines, OPM-0052-13. Order By: Figure number, rod size, length and finish Part No. -Size x Length Threads Recommended Load ATR Fig. 99 Per Inch Lbs. (kN) ATR 1/4'' x 120 99-1/4'' x length 20 240 (1.07) ATR 3/a'' x 120 99-3/a" x length 16 730 (3.24) ATR 1/2'' x 120 99-1/2'' x length 13 1350 (6.00) ATR 5/a'' x 120 99-5/a'' x length 11 2160 (9.60) ATR 3/4'' x 120 99-3/4'' x length 10 3230 (14.37) ATR 7/a" x 120 99-1/a'' x length 9 4480 (19.93) For larger sizes consult full line pipe hanger catalog. T Specify Length TL 750°F (399°C) Lbs. (kN) 572 (2.54) 1057 (4.70) 1692 (7.52) 2530 (11.25) 3508 (15.60) 'L' A Thread Size Approx. Wt./100 Ft. Lbs. (kg) 12 (5.44) 29 (13.15) 53 (24.04) 89 (40.37) 123 (55.79) 170 (77.11) OPM All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. ------------- Eaton 96 8-Line series Fire Protection Solutions Seismic Bracing Fig. 980 -TOLCO Universal swivel sway brace attachment -3/s''-16 to ¼11-10 rods Fig. 980H -TOLCO Universal swivel sway brace attachment -7/s''-9 to 1¼ 11-7 Size Range: One size fits bracing pipe 1" (25mm) thru 2" (50mm), B-Line series 12 gauge (2.6mm) channel . OPM c@us LISTED 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 and in accordance with NFPA 13, 2019 Section 18.5.11.5. The Fig. 980 mounts to any surface angle and the break off bolt head assures verification of proper installation. Installation: Fig.980 is the structural or transitional attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO'" "braced pipe" attachment, Fig. 1001, 2002, 3000, 4L or approved attachment to pipe to form a complete bracing assembly. NFPA 13 guidelines should be followed. To Install: Place the Fig. 980 onto the "bracing pipe". Tighten the set bolt until the head breaks off. Attachment can pivot for adjustment to proper brace angle. Approvals: -Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). UL Listed for the following brace member type pipes: Sch. 40, KSD 3562. Ask the factory for additional information as it may vary by product size. Included in our Seismic Engineering Guidelines 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 our Seismic Engineering Guidelines, OPM-0052-13. For FM Approval information refer to FM Approved page 61. Note: Fig. 980 Swivel Attachment and Fig. 1001, 2002, 3000, 4L, or approved attachment to pipe 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, Electro-Galvanized or Stainless Steel. Contact customer service for alternative finishes . Order By: Figure number and finish. Pat. #6,273,372, Pat. #6,517,030, Pat. #6,953, 174, Pat. #6,708,930, Pat. #7, 191,987, Pat. #7,441,730, Pat. #7,669,806 980 Set Bolt Included Mounting Hardware Is Not Included \ Fig. 980 Longitudinal Brace A B I D** Max. Design Approx.Wt./100 Catalog# in. (mm) in. (mm)I in. (mm) Load (cULus) lbs. (kg) lbs./(kN) •·980-3/s t 7/16 {11.11 1 1600 (7.12) 149 (67.6) '980-½ (114.9)121/16 9/16 (14.3) 2100 (9.34) 148 (67.1) *980-5/s 49/16 (52.4) 11/16 (17.5) 2100 (9.34) 147 (66.7) *980-3/4 13/16 (20.6) 2100 (9.34) I 146 (66.2) 980H-7/s 15/16 (23.8) Fig. 980H 402 (182.3) 980H-1 1 11/,s (27.0) is not 400 (181.4) 980H-11/s 6¾ (171.4) 3½ (88.9) UL Listed ' I 13/16 (30.2) or FM 397 (180.1) 980H-1¼ I I 15/16 (33.3) Approved 390 (176.9) •· Sizes available in stainless steel (980S-3/s, 980S-½, 980S-5/a, and 980S-3/4) and have the same UL rating as what is listed. *' Mounting attachment hole size. Fig. 1001 Fig. 4B shown Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton, except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. -- Fig. 980 Eaton 60 B-Line series Fire Protection Solutions Sei?mic Bracing TOLCO Fig. 1001 -sway brace attachment (UL listed) Size Range: Pipe size to be braced: 1" (25mm) thru 8" (200mm) IPS. Pipe size used for bracing: 1" (25mm) and 1 ¼" (32mm) Schedule 40 IPS. OPM Material: Steel Function: For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace system: Fig. 1001 is used in conjunction with a Fig. 900 Series fitting and joined together with bracing pipe per NFPA 13, forming a complete sway brace assembly. Features: Can be used to brace schedule 7 through schedule 40 IPS . Field adjustable, making critical pre-engineering of bracing pipe length unnecessary. Unique design requires no threading of bracing pipe . Comes assembled and ready for installation. Fig. 1001 has built-in visual verification of correct installation. See installation note below. Installation Note: Position Fig. 1001 over the pipe to be braced and tighten two hex head cone point set bolts until heads bottom out. A minimum of 1" (25mm) pipe extension is recommended. Brace pipe can be installed on top or bottom of pipe to be braced. Approvals: Underwriters Laboratories Listed in the USA {UL) and Canada {cUL). UL Listed for the following sprinkler type pipes : Sch. 40 (and as brace member), Sch. 10, Bull Moose Eddy Flow, Wheatland Mega Flow, DIN 2448, KSD 3562 (and as brace member), KSD 3507. Ask the factory for additional information as it may vary by product size. Included in our Seismic Engineering Guidelines 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 our Seismic Engineering Guidelines, OPM-0052-13. For FM Approval information refer to FM Approved page 67. Finish: Plain, Electro-Galvanized or Hot Dip Galvanized. Contact customer service for alternative finishes and materials. Order By: Order by figure number, pipe size to be braced, followed by pipe size used for bracing (1" (25mm) or 1 ¼" (32mm)}, and finish. Pipe Part Number & Approx. Wt./100 Design Load -Lbs. Size 1" (25mm) Brace Pipe 1¼" (32mml Brace Pipe For Brace Pipe Size 1" / 1¼" Sch. 7 Sch. 10 Sch. 40 in. (mm) Lbs. (kg) Lbs. (kg) 1"/11/4'' 1" /1¼" 1"/1¼" 1" (25) 1001-1 X 1 104.6 (47.4) 1001-1 X 1¼ 122.2 (55.4) -/--I-1000 / 1000 1¼" (32) 1001-1¼ X 1 105.2 (47.7) 1001-1¼ X 1¼ 122.6 (55.6) 1000 I 1000 1000 I 1000 1000 I 1000 1½" (40) 1001-1½ X 1 107.0 (48.5) 1001-1½ X 1¼ 124.7 (56.6) 1500 / 1500 1500 / 1500 1500 / 1500 2" (50) 1001-2 X 1 112.6 (51.1) 1001-2 X 1¼ 129.2 (58.6) 1500 / 1500 1500 / 1500 1500 / 1500 *2½" (65) 1001-2¼ X 1* 136.3 (61.8) 1001-2¼ X 1¼* 154.4 (70.0) 2000 / 2000 2000 I 2000 2000 I 2000 3" (80) 1001-3 X 1 145.0 (65.8) 1001-3 X 1¼ 163.1 (74.0) 2000 I 2000 2000 I 2000 2000/ 2000 4" (100) 1001-4 X 1 158.6 (71.9) 1001-4 X 1¼ 176.7 (80.1) 2000 I 2000 2000 I 2000 2000/ 2000 5" (100) 1001-5 X 1 173.2 (78.6) 1001-5 X 1¼ 191.4 (86.8) -I-2000 I 2000 2000 I 2000 *6" (150) 1001-6 X 1* 190.0 (85.2) 1001-6 X 1¼* 206.0 (93.4) 2000 I 2000 2000 I 2000 2000 I 2000 *8" (200) 1001-8 X 1* 217.4 (111.5) 1001-8 X 1¼* 265.3 ( 120.3) -I-2000 I 2000 2000 / 2000 *Note: Metric sizes available for 65mm, 150mm, 200mm pipe size with 25mm and 32mm brace pipe size. Contact the factory. c@us LISTED Set Bolts Included All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. -· -----· ----------------· Eaton 66 B-Line series Fire Protection Solutions Seismic Bracing TOLCO Fig. 4L -sway brace attachment (UL listed) Size Range: 1" (25mm) through 8" (200mm) IPS. 1 O" (250mm) and 12" (300mm) not UL listed Material: Steel and stainless steel. Function: For bracing pipe against sway and seismic disturbance. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL) 1" (25mm} through 8" (200mm} pipe. UL Listed for the following sprinkler type pipes : Sch . 40, Sch. 10, Bull Moose Eddy Flow, Wheatland Mega Flow, DIN 2448, KSD 3562, KSD 3507. Ask the factory for additional information as it may vary by product size. For FM Approval information refer to FM Approved page 75. Included in our Seismic Engineering Guidelines 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 our Seismic Engineering Guidelines, OPM-0052-13. Installation Instructions: Fig. 4L is the "braced pipe" attachment component of a longitudinal and lateral sway brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO structural attachment component to form a complete bracing assembly. NFPA 13 guidelines should be followed. To Install: Place the Fig. 4L over the pipe to be braced and tighten bolts. Then engage "bracing pipe" into jaw opening and tighten set bolt until head snaps off. Jaw attachment can pivot for adjustment to proper brace angle. Finish: Plain, Electrogalvanized, Hot Dip Galvanized or Stainless Steel (only for 4" & 6" sizes). Order By: Figure number, pipe size and finish. Set Bolt& Hardware Included D OPM c@us LISTED A -I-------+ --i-----+--~ C With Plain & With Hot Dip Galvanized & Brace Electrogalvanized Finish Stainless Steel Finish I I UL Max. Rec. Load PLN & EG. A(Max) C D Bolt Size Logitudinal Lateral Approx. Part No. 1 Norn Pipe Size in. (mm) in. in. in. in. lbs. lbs. Wt./100 lbs. 4L-1 11 (25) 5 I 2 l3/s 1/z-13 1000 1000 176 4L-1¼ 1¼ (32) 52/7 21/16 15/9 1/2-13 1000 1000 182 4L-1½ j1¼ (40) 51/2 I 21/3 l2h 1/2-13 1000 1000 187 4L-2 2 (50) 62/7 22/3 2 1/z-13 1600 1000 204 4L-2½ )2¼ -67/9 I 3 21/3 ½-13 2000 1000 217 4L-65mm -(65) 67/9 3 21/3 ¼-1 3 700 1000 214 4L-3 ]3 (80) 73/7 I 31/4 25/s ¼-13 2000 1000 323 4L-3½ 31/z (90) 8 31/2 27/s 1/z-13 2000 1000 343 4L-4*** i4 (100) 83/7 I 33/4 31/s 1/z-13 2000-l'"* 1000 253 4L-5 5 -95/9 43/s 35/s ¼-1 3 2000** 1600-l( 314 4L-125mm !-(125) 95/9 43/s 35/s ¼-13 1200 1600* 314 4L-6*** 6 -1l3/7 51/3 44/7 1/2-13 2000 1600* 540 4L-150mm j-(150) 1l3/7 51/3 44/7 ¼-13 1200 1600-l(· 538 4L-8 8 -133/5 62/5 52/3 ¼-13 2000 2100* 645 4L-200mm 1-(200) 133/5 l 62/5 52/3 1/2-13 I 1400 2100** 643 4L-10**** 10 (254) 173/s 81/4 7¼ ¼-13 NA NA 1349 4L-12**** ]12 (300) 193/s I 91/4 81/4 ¼-13 NA NA 1526 * Only UL listed as a lateral brace for use with a 1" (25mm) pipe as the brace member. ** Only UL listed as a longitudinal brace for use with a 1" (25mm) thru 1 ¼" (40mm) pipe as the brace member. *** Fig 4L-4 and Fig 4L-6 are only sizes available in stainless steel 316. u** FM approved not UL listed. Eaton 74 Eaton's B-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly. Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton, except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. B-Line series Fire Protection Solutions ............. MECHANICAL ANCHORS FOR SEISMIC BRACING NFPA 13 seismic bracing anchor load tables Anchorage for seismic bracing technical supplement HILTI MECHANICAL ANCHORS AND CAST-IN ANCHORS FOR SEISMIC BRACING IN ACCORDANCE WITH NFPA 13 Hilti post-installed mechanical anchors and single point cast-in-place anchors are common, cost effective methods for attaching both structural and non-structural elements to concrete base materials. Non-structural elements, such as fire sprinkler pipes; electrical conduit and cable trays; heating, ventilation and air conditioning (HVAC) equipment and ductwork are especially suited for Hilti anchoring systems. For fire sprinkler pipe applications, Hilti anchors have been effectively used for many years to support the gravity loaded hangers as well as the sway bracing for resisting the lateral and vertical motion resulting from seismic loads. Seismic hinge with Hilti anchor Seismic hinge with Hilti anchor Figure 1 -Typical sprinkler pipe hanger with seismic sway While Hilti anchors can be designed and installed to support gravity loads of the pipe through the attachment of the hanger to the concrete, this document will focus on the design of the anchorage to attach the sway brace assembly to the concrete structure. Contact Hilti for more information related to Hilti anchors to support the vertical pipe hanger. In a seismic event the earthquake forces are resisted by the transverse and longitudinal sway bracing and the sway braces will transfer the loads through a fastener that is attached to the concrete. In general, the capacity of the fastener in concrete is dictated by a design per ACI 318 Chapter 17, and the design of the sway brace components is dictated by NFPA 13-16 Section 9.3.5 and NFPA 13-19 Section 18.5. Note: For simplicity, this document will reference the 2016 NFPA-13 and 2019 NFPA-13 document sections. This document will not cover the design of the components of the pipe support hangers or sway bracing. Rather, this document will provide the maximum horizontal load that can be applied to the sway brace, Fpw' based on the Hilti fastener type and embedment depth, fastener load capacity, the concrete strength and configuration, the sway brace to fastener connector (seismic hinge} geometry, and the brace angle. See Figure 2 on the following page. F pw does not consider the adequacy of the seismic hinge or other components of the sway bracing or vertical hanger. The design engineer of record must ensure all of these components are suitable for the application and design loads. This document is a supplement to the Hilti North American Product Technical Guide, Volume 2, Anchor Fastening Technical Guide, Edition 21 (PTG Ed. 21). Please refer to the publication in its entirety, which is available at www.hilti.com or www.hilti.ca, for complete details including data development, product specifications, general suitability, installation, corrosion and spacing and edge distance guidelines, for the Hilti anchoring systems noted within. April 2021 2 ............. Anchorage for seismic bracing technical supplement Angle D, E,orF Angle A = 30° to 44° Angle B = 45° to 59° Angle C == 60° to 90° # ~ngle D = 30° to 44° Angle E = 45° to 59° Angle F = 60° to 90° Load Perpendicular to Structural Member Angle G H, or! 5::. ,-----It---.--, Angle G = 30° to 44° Angle H = 45° to 59° Angle I = 60° to 90° Figure 2 -Sway brace load, Fpw' from typical sway brace configuration Load Parallel to Structural Member (Source: NFPA 13 2016 Edition Figure 9.3.5.12.1 and NFPA 13 2019 Edition Figure 18.5.12.1) Horizontal earthquake load design per NFPA-13 The maximum horizontal earthquake load, Fpw that will not exceed the allowable capacity of the anchor, can be derived from NFPA 13-16 Eq. A.9.3.5.12.2a and NFPA 13-19 Eq. A18.5.12.2a: ( T ) ( V ) --+ --S1.2 T allow V allow where: T = applied service tension load, including the effect of prying = Fpw x Pr for all Angle Categories F pw = horizontal earthquake load Pr= prying factor based on fitting geometry and brace angle from vertical as determined from NFPA 13-16 A.9.3.5.12.2 and NFPA 13-19 A18.5.12.2 Tallow = allowable service tension load V = applied service shear load = Angle Category A, B, and C: V = Fpw Fpw Angle Category D, E, and F: v = tan8 Fpw Angle Category G, H, and I: v = sin8 8 = brace angle (see Figure 2) Vallow= allowable service shear load T/Tallow shall not be greater than 1.0 V/Vallow shall not be greater than 1.0 Substituting for T and V for the various angle categories: Angle Category A, B, and C: (F ·P)(F) _p_w _r + ~ S 1.2 Tallow V allow where: F pw . p J Tallow S 1. 0 Fpw / Vallow S 1.0 April 2021 Angle Category D, E, and F: pw pw 1 2 ( F · P, ) ( F / tane ) --;:::--+ Vallow S • where: F pw • p J Tallow S 1. 0 (Fpw / tan8) / Vallow s 1.0 Angle Category G, H, and I: pw r pw 1 2 ( F · P ) ( F / sine ) --;:::--+ Vallow S • where: Fpw · PJTallow S 1.0 (Fpw / sin8) / Vallow s 1.0 3 Anchorage for seismic bracing technical supplement Design Tables for Pre-calculated Horizontal Earthquake Load The design tables starting on page 8 determine the maximum horizontal load, Fpw' that will satisfy NFPA 13-16 Eq. A.9.3.5.12.2a and NFPA 13-19 Eq. A18.5.12.2a, for various Hilti post-installed and cast-in anchors used in conjunction with various seismic brace swivel attachments to attach the sway brace to concrete. Notes: Tanow and Vallow used as the calculation basis for Fpw in the tables are determined from a strength design calculation according to ACI 318 Ch. 17 and converted to allowable values per NFPA 13-16 A.9.3.5.12.8.3(D) and NFPA 13-19 A18.5.12.7.3(D). • Anchor calculation assumes cracked concrete condition and seismic design category C through F. • Minimum edge distance noted in tables assumes a single anchor with one nearby edge with the shear load perpendicular toward the edge. For an anchor in a corner, the distance to the edge parallel to the direction of the shear must be at least 1.5 times the minimum edge distance noted in the table. • Minimum spacing distance noted in tables assumes two anchors in the middle of the concrete with no edge distance reductions. • Seismic brace swivel attachment prying factors noted in the tables are from data published according to the following documents • Hilti MQS-SP-L-1/2" and MQS-SP-T-1/2" seismic hinge prying factors taken from Hilti Statement on the Prying Factors in regard to Hilti Seismic hinge (all sizes) technical document, dated November 18, 2019. • Tolco™ Figure 909, 910, and 980 swivel brace attachment prying factors taken from Seismic Bracing Anchor Load Charts 8-Line series technical publication, given by Tolco on March 1st, 2021. • Afcon™ AF075, AF076, AF077, AF771 , and AF700 swivel brace attachment prying factors taken from Anvil lnternational's Seismic Technical Information, downloaded March 1st, 2021. The above noted documents are subject to change. Contact Hilti for copies of the reference documents noted above. • Contact Hilti for copies of the reference documents noted above. • TOLCO™ trademark is owned by Eaton Corporation pie. • AFCON™ trademark is owned by Anvil International LLC. • Prying factors are provided that give the highest value for the given angle category. The corresponding value of Pr and Fpw will be conservative for the other angles within the angle category. • For angle categories D to I, the angle, 0, is selected that leads to the highest value for the applied shear load, V. The corresponding value of F pw will be conservative for the other angles within the angle category. 0 = 30° for Angle D and G, 0 = 45° for Angle E and H, and 0 = 60° or 75° for Angle F and I. • Fpw does not consider the adequacy of the seismic hinge or other components of the sway bracing or vertical hanger. The design engineer of record must ensure all components are suitable for the application and design loads. • Values in tables are applicable for noted concrete compressive strength and for concrete with higher compressive strengths. • For applications outside of the above noted parameters, contact Hilti for assistance. April 2021 4 p Anchorage for seismic bracing technical supplement Design Example: We will use a carbon steel 1/2-in. diameter x 3-1/4-in. effective embedment depth Hilti KWIK Bolt TZ2 (KB-TZ2) expansion anchor to attach a Hilti seismic lateral brace into 3,000 psi normal weight concrete. We will assume the concrete is cracked for the seismic design. We will assume the anchor is in the middle of a concrete slab (no edge or anchor spacing influence). We will use a Hilti MQS-SP-L-1/2" seismic hinge with a brace angle of 45 degrees (Angle B) attached to the underside of the concrete. Prying factor for this specific hinge in angle category B is 1.580. The LRFD tension and shear capacity of the KB-TZ2 is determined through a calculation per ACI 318 Ch. 17 based on the design variables from ICC-ES ESR-4266. A design using the Hilti PROFIS Engineering design software yielded the following LRFD capacities (design is performed in cracked concrete with seismic reduction factors per ACI 318-19 17.10.5.4): T LRFD = 2,660 lb. V LRFD = 4,471 lb. To convert the values to an Allowable Stress Design (ASD) value, multiply the LRFD value by 0.43 (NFPA 13-16 A.9.3.5.12.8.3(O)) or NFPA 13-19 A18.5.12.7.3(O). Tallow= 2,660 · 0.43 = 1,144 lb. Vallow= 4,471 · 0.43 = 1,923 lb. We will calculate a maximum horizontal shear, Fpw = 631 lb. Thus: ( Fpw · P,) ( Fpw ) ( 631 · 1.580) ( 631 ) --+ --= ----+ --=120<120K Tallow Vallow 1,144 1,923 • -• f pw · P)Tallow = 631 · 1.580 / 1,144 = 0.87 S 1.0 OK Fpw /Vallow= 631 / 1,923 = 0.33 S 1.0 OK :. Maximum horizontal load, Fpw = 631 lb. Alternatively, the maximum horizontal load, Fpw' can be determined from the shortcut tables starting on page 8. Going to page 8, Fpw can be selected as shown (refer to the Hilti MQS-SP-L-1/2" table, using Angle B, for the 1/2x3-1/4 KB-TZ2 anchor). Hilti MQS-SP-L-1/2" and MQS-SP-T-1/2" .! Nominal Min. Min. Min. A B C D E F G H I ' Effective anchor embed. edge spacing concrete dia. distance distance thickness 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° I Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 4.100 1.580 0.870 1.850 1.520 2.320 3.440 3.710 2.620 2.140 1-1/2 8 12 5 123 267 388 239 223 201 147 119 168 206 2 5 6 5 166 359 522 321 300 271 198 160 227 278 1/2 2-1/2 9-1/2 7-1/2 5 232 551 837 487 481 406 277 243 344 422 3-1/4 8-1/2 9-3/4 5-1/2 279 ~ 937 561 538 471 333 280 396 485 ~f J·' mm. I ! , I Min. 12" typical Min. edge distance ~ April 2021 5 April 2021 Anchorage for seismic bracing technical supplement CONTENTS CARBON STEEL KWIK BOLT TZ2 The Hilti KB-TZ2 is the most versatile anchor of the group and is most often used for pipe supports in seismic areas. The design capacity is the best of its class while remaining a cost effective solution that is easier to install. The anchor is available in 3/8-in.to 3/4-in. diameters and is supported by ICC-ES ESR-4266 and has FM and UL listings for fire-sprinkler applications. 3,000 psi flat slab concrete 4,000 psi flat slab concrete 5,000 psi flat slab concrete 6,000 psi flat slab concrete 3,000 and 4,000 psi lightweight concrete over metal deck 2-in. deck profiles (i.e. W2, W3) KB1 The Hilti KB1 is a cost effective wedge anchor similar to the KB-TZ2, and can also be used for pipe supports in seismic areas. This anchor is available in 3/8-in to 3/4-in diameters and is supported by IAPMO ER 678 and has FM and UL listings for fire sprinkler applications. 3,000 psi flat slab concrete 4,000 psi flat slab concrete 5,000 psi flat slab concrete 6,000 psi flat slab concrete 3,000 and 4,000 psi lightweight concrete over metal deck 2-in. deck profiles (i.e. W2, W3) KCS-WF The KCS-WF cast-in anchor has a single internal thread and is an easier installation solution for flat concrete slabs that requires no drilling after the concrete is cast. The anchor is available in 1/4-in. to 3/4-in. inner thread diameters (3/8-in to 3/4-in. diameters are applicable for seismic bracing) and is supported by ICC-ES ESR-4006 and has FM and UL listings for fire-sprinkler applications. 3,000 psi flat slab concrete 4,000 psi flat slab concrete 5,000 psi flat slab concrete 6,000 psi flat slab concrete KCM-WF/-PD The KCM-WF/-PD cast-in anchor has multiple internal threads for ultimate flexibility for many pipe sizes and is intended for flat concrete slabs. The anchor is available in 1/4-in. to 3/4-in. inner thread diameters (3/8-in to 3/4-in. diameters are applicable for seismic bracing) and is supported by ICC-ES ESR-4145 and has FM and UL listings for fire-sprinkler applications. 3,000 psi flat slab concrete 4,000 psi flat slab concrete 5,000 psi flat slab concrete 6,000 psi flat slab concrete 8 8 9 10 11 12 12 13 13 14 15 16 17 17 18 18 19 20 21 22 22 23 24 25 6 Anchorage for seismic bracing technical supplement CONTENTS KCM-MD The KCM-MD cast-in anchor has been optimized for installation in concrete over metal deck applications. With a short plate option for direct installation on the deck or a long plate option to span the lower flutes, the KCM-MD has tremendous flexibility for the fire sprinkler pipe installer. Short plate anchors are shown in this supplement. The KCM -MD is supported by ICC-ES ESR-4145 and has FM and UL listings for fire-sprinkler applications. 3,000 and 4,000 psi lightweight concrete over metal deck 2-in. deck profiles (i.e. W2, W3) KCC-WF The KCC-WF quick push-to-connect technology offers ultimate productivity and is intended for flat concrete slabs. The anchor is available in 3/8-in. and 1/2-in. diameters and is supported by ICC-ES ESR-4145 and has FM and UL listings for fire-sprinkler applications. 3,000 psi flat slab concrete 4,000 psi flat slab concrete 5,000 psi flat slab concrete 6,000 psi flat slab concrete KCC-MD Pre-assembled self-tapping screws reduce the installation time of the KCC-MD and color-coded plastic plugs protect the inner threads from concrete, sprayed-on fireproofing, and sprayed-on insulation The anchor is available in 3/8-in. and 1/2-in. diameters and is supported by ICC-ES ESR- 4145 and has FM and UL listings for fire-sprinkler applications. 3,000 and 4,000 psi lightweight concrete over metal deck 2-in. deck profiles (i.e. W2, W3) HILTI MQS-SP-L-1/2" AND MQS-SP-T-1/2" The Hilti Seismic Hinge MQS-SP is a versatile and quick connect solution for seismic bracing attachments. FM rated for seismic solutions for the lateral or transversal brace assembly. Contact Hilti for more information on the seismic hinge and other Hilti pipe support solutions. 26 26 26 27 27 28 29 30 31 31 31 For comprehensive information on the above noted anchors reference the Hilti North American Product Technical Guide, Volume 2: Anchor Fastening Technical Guide, Edition 21, or the above noted ICC Evaluation Service reports. April 2021 7 Anchorage for seismic bracing technical supplement Maximum allowable pipe horizontal load, F pw (lb) carbon steel Hilti KWIK Bolt TZ2 in 3,000 psi normal weight cracked concrete Nominal Min. Min. Min. Hilti MOS-SP-L-1/2" and MOS-SP-T-1/2" I Effective A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-00° dia. distance distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 4.100 1.580 0.870 1.850 1.520 2.320 3.440 3.710 2.620 2.140 1-1/2 8 12 5 123 267 388 239 223 201 147 119 168 206 1/2 2 5 6 5 166 359 522 321 300 271 198 160 227 278 2-1/2 9-1/2 7-1/2 5 232 551 837 487 481 406 277 243 344 422 3-1/4 8-1/2 9-3/4 5-1/2 279 631 937 561 538 471 333 280 396 485 f Nominal Min. Min. Min. Tolco™ Fiaure 909 seismic brace : Effective A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° dia. distance distance thickness I Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 2.490 1.080 0.950 1.360 1.650 1.400 1.830 2.220 2.710 1.920 1.570 1.400 1-1/2 5 8 5 167 299 323 258 186 254 238 200 130 183 224 251 3/8 2 5-1/4 6 5 255 455 490 393 282 386 364 307 197 278 341 381 2-1/2 5-1/4 7-1/2 5 280 488 524 426 302 418 402 347 213 301 369 413 1-1/2 8 12 5 191 342 369 295 213 290 272 228 148 209 256 286 1/2 2 5 6 5 257 461 497 398 287 390 367 307 199 282 345 386 2-1/2 9-1/2 7-1/2 5 383 726 791 616 456 603 521 429 309 436 534 598 3-1/4 8-1/2 9-3/4 5-1/2 445 819 888 702 512 688 625 515 352 497 608 681 2-3/4 13 8-1/4 5 442 902 989 757 570 740 601 495 379 536 656 734 5/8 3-1/4 12 9-3/4 5-1/2 567 1078 1175 915 677 896 772 636 459 648 793 887 4 11 12 6 617 1153 1254 984 723 964 853 703 493 696 852 954 3-1/4 15-1/4 9-3/4 5-1/2 567 1172 1288 982 742 960 772 636 492 695 851 953 3/4 3-3/4 14 11-1/4 6 703 1370 1497 1159 863 1134 957 789 581 820 1004 1124 4-3/4 11-3/4 14-1/4 8 772 1462 1594 1242 918 1216 1051 866 623 879 1076 1205 Nominal Min. Min. Min. Tolco™ Fiaure 910 980 seismic brace I Effective A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° dia. distance distance thickness I Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 2.930 1.290 0.750 0.960 1.310 1.670 1.970 2.250 1.920 1.360 1.110 0.990 1-1/2 5 8 5 147 268 367 321 211 225 224 197 160 227 278 311 3/8 2 5-1/4 6 5 224 407 556 487 320 342 343 303 243 344 421 471 2-1/2 5-1/4 7-1/2 5 247 440 591 521 340 373 379 343 261 368 451 505 1-1/2 8 12 5 167 306 420 367 241 257 256 225 183 259 317 355 1/2 2 5 6 5 226 412 565 494 325 346 345 303 247 349 428 478 2-1/2 9-1/2 7-1/2 5 325 640 918 786 527 528 484 424 393 555 680 761 3-1/4 8-1/2 9-3/4 5-1/2 389 728 1021 883 586 606 581 508 441 623 764 855 2-3/4 13 8-1/4 5 375 788 1164 982 668 643 558 489 491 694 850 951 5/8 3-1/4 12 9-3/4 5-1/2 482 951 1364 1167 784 784 717 628 583 824 1010 1130 4 11 12 6 533 1021 1447 1245 832 846 793 694 623 880 1078 1206 3-1/4 15-1/4 9-3/4 5-1/2 482 1024 1519 1278 872 833 717 628 639 903 1106 1238 3/4 3-3/4 14 11-1/4 6 598 1205 1746 1486 1003 989 889 778 743 1050 1286 1440 4-3/4 11-3/4 14-1/4 8 656 1291 1849 1583 1062 1064 976 855 791 1118 1369 1533 Nominal Min. Min. Min. Afcon™ AF075/AF076/AF077 seismic brace I Effective A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° dia. distance distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr I in in in in in 2.520 1.070 1.380 1.620 1.420 2.250 2.750 1.940 1.590 1-1/2 8 12 5 189 344 292 215 287 225 147 208 254 1/2 2 5 6 5 254 463 394 290 387 303 198 280 342 2-1/2 9-1/2 7-1/2 5 378 730 610 461 597 424 306 433 529 3-1/4 8-1/2 9-3/4 5-1/2 441 824 695 518 681 508 348 493 603 Nominal Min. Min. Min. Afcon™ AF771 seismic brace Effective A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° dia. distance distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 4.170 2.000 0.960 1.970 2.380 2.960 1.930 1.360 1.110 1-1/2 8 12 5 121 225 367 191 197 171 183 259 317 1/2 2 5 6 5 164 303 494 258 266 230 246 349 428 2-1/2 9-1/2 7-1/2 5 229 458 786 404 398 322 391 555 680 3-1/4 8-1/2 9-3/4 5-1/2 274 529 883 457 461 386 440 623 764 2-3/4 13 8-1/4 5 264 550 982 501 462 371 489 694 850 5/8 3-1/4 12 9-3/4 5-1/2 339 680 1167 600 590 477 581 824 1010 4 11 12 6 374 736 1245 643 641 527 621 880 1078 3-1/4 15-1/4 9-3/4 5-1/2 339 706 1278 651 594 477 637 903 1106 3/4 3-3/4 14 11-1/4 6 420 856 1486 762 736 592 741 1050 1286 4-3/4 11-3/4 14-1/4 8 461 924 1583 815 802 650 789 1118 1369 Nominal Min. Min. Min. Afcon™ AF700 seismic brace Effective A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° dia. distance distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr j in in in in in 2.550 1.090 0.910 1.410 1.450 2.000 1.830 1.290 1.060 1-1/2 8 12 5 187 340 378 232 283 253 188 267 326 1/2 2 5 6 5 252 458 509 313 381 341 254 360 439 2-1/2 9-1/2 7-1/2 5 374 721 813 504 588 476 405 574 701 3-1/4 8-1/2 9-3/4 5-1/2 436 815 912 562 671 572 455 644 786 2-3/4 13 8-1/4 5 431 895 1020 636 720 550 508 720 878 5/8 3-1/4 12 9-3/4 5-1/2 554 1071 1208 749 873 706 602 853 1041 4 11 12 6 605 1146 1288 796 939 781 642 909 1109 3-1/4 15-1/4 9-3/4 5-1/2 554 1164 1328 829 933 706 662 938 1143 3/4 3-3/4 14 11-1/4 6 687 1361 1541 957 1104 875 768 1088 1327 4-3/4 11-3/4 14-1/4 8 754 1453 1639 1015 1185 962 817 1157 1411 April 2021 8 Anchorage for seismic bracing technical supplement Maximum allowable pipe horizontal load, F pw (lb) carbon steel Hilti KWIK Bolt TZ2 in 4,000 psi normal weight cracked concrete I I I I Nominal anchor dia. in 1/2 Nominal anchor dia. in 3/8 1/2 5/8 3/4 Nominal anchor dia. In 3/8 1/2 5/8 3/4 Nominal anchor dia. I in 1/2 Nominal anchor dla. I in 1/2 5/8 3/4 Nominal anchor dia. I in 1/2 5/8 3/4 April 2021 Effective embed. in 1-1/2 2 2-1/2 3-1/4 Effective embed. in 1-1/2 2 2-1/2 1-1/2 2 2-1/2 3-1/4 2-3/4 3-1/4 4 3-1/4 3-3/4 4-3/4 Effective embed. in 1-1/2 2 2-1/2 1-1/2 2 2-1/2 3-1/4 2-3/4 3-1/4 4 3-1/4 3-3/4 4-3/4 Effective embed. in 1-1/2 2 2-1/2 3-1/4 Effective embed. in 1-1/2 2 2-1/2 3-1/4 2-3/4 3-1/4 4 3-1/4 3-3/4 4-3/4 Effective embed. in 1-1/2 2 2-1/2 3-1/4 2-3/4 3-1/4 4 3-1/4 3-3/4 4-3/4 Min. Min. Min. edge spacing concrete distance distance thickness in in in 8 12 5 5 6 5 8-1/4 7-1/2 5 7-1/2 9-3/4 5-1/2 Min. Min. Min. A edge spacing concrete 30°-44° distance distance thickness Pr in in in 2.490 5 8 5 193 4-3/4 6 5 284 4-1/2 7-1/2 5 312 8 12 5 220 5 6 5 297 8-1/4 7-1/2 5 431 7-1/2 9-3/4 5-1/2 499 11-1/4 8-1/4 5 510 10-1/4 9-3/4 5-1/2 640 9-1/2 12 6 694 13-1/4 9-3/4 5-1/2 655 12-1/4 11-1/4 6 805 10-1/4 14-1/4 8 828 Min. Min. Min. A edge spacing concrete 30°-44° distance distance thickness Pr In in In 5 8 5 4-3/4 6 5 4-1/2 7-1/2 5 8 12 5 5 6 5 8-1/4 7-1/2 5 7-1/2 9-3/4 5-1/2 11-1/4 8-1/4 5 10-1/4 9-3/4 5-1/2 9-1/2 12 6 13-1/4 9-3/4 5-1/2 12-1/4 11-1/4 6 10-1/4 14-1/4 8 Min. edge distance in 8 5 8-1/4 7-1/2 Min. edge distance in 8 5 8-1/4 7-1/2 11-1/4 10-1/4 9-1/2 13-1/4 12-1/4 10-1/4 Min. edge distance in 8 5 8-1/4 7-1/2 11-1/4 10-1/4 9-1/2 13-1/4 12-1/4 10-1/4 Min. spacing distance in 12 6 7-1/2 9-3/4 Min. spacing distance in 12 6 7-1/2 9-3/4 8-1/4 9-3/4 12 9-3/4 11-1/4 14-1/4 Min. spacing distance in 12 6 7-1/2 9-3/4 8-1/4 9-3/4 12 9-3/4 11-1/4 14-1/4 2.930 169 251 276 193 261 376 438 433 557 608 557 690 714 Min. concrete thickness in 5 5 5 5-1/2 Min. concrete thickness In 5 5 5 5-1/2 5 5-1/2 6 5-1/2 6 8 Min. concrete thickness in 5 5 5 5-1/2 5 5-1/2 6 5-1/2 6 8 A 30°-44° Pr 4.100 143 192 268 322 B 45°-59° Pr 1.080 345 494 529 395 532 799 897 1001 1187 1266 1303 1513 1547 B 45°-59° Pr 1.290 309 445 479 353 476 709 802 879 1053 1128 1143 1338 1370 A 30°-44° Pr 2.520 218 294 427 494 A 30°-44° Pr 4.170 140 189 264 317 305 391 432 391 485 501 A 30°-44° Pr 2.550 216 291 423 490 498 628 681 640 789 812 B 45°-59° Pr 1.580 308 415 613 699 60°-74° Pr 0.950 373 530 565 426 574 867 968 1094 1289 1370 1426 1646 1682 60°-74° Pr 0.750 424 597 632 485 653 999 1103 1277 1484 1569 1669 1905 1943 B 45°-59° Pr 1.070 397 535 804 902 B 45°-59° Pr 2.000 260 350 513 590 624 762 823 808 961 987 B 45°-59° Pr 1.090 393 529 794 892 994 1180 1259 1294 1503 1538 C C Hilti MQS-SP-L-1/2" and MQS-SP-T-1/2" C D E F 60°-74° 75°-90° 30°-44° 45°-59° 60°-90° Pr Pr Pr Pr Pr 0.870 1.850 1.520 2.320 3.440 448 275 257 232 170 603 371 347 313 229 915 545 526 456 320 1018 625 585 527 384 Tolco™ Fiaure 909 seismic brace D E F G 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° Pr Pr Pr Pr Pr Pr 1.360 1.650 1.400 1.830 2.220 2.710 298 215 293 275 230 150 431 306 423 409 355 216 465 326 457 450 401 233 341 246 335 314 263 171 459 331 451 423 355 230 683 500 669 601 496 343 774 558 759 712 595 388 845 630 827 694 572 424 1015 743 994 891 735 509 1088 790 1066 985 812 545 1098 822 1074 891 735 551 1288 949 1261 1105 911 646 1319 969 1292 1143 942 661 Tolco™ Fiaure 910'980 seismic brace D E F G 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° Pr Pr Pr Pr Pr Pr 0.960 1.310 1.670 1.970 2.250 1.920 370 244 259 259 227 185 527 343 378 386 350 264 562 364 409 425 396 281 423 279 296 296 260 212 570 376 399 398 350 285 862 574 589 559 489 431 962 634 672 670 587 481 1086 734 721 645 564 543 1280 853 874 828 725 640 1362 902 941 915 801 681 1416 959 936 828 725 708 1635 1094 1106 1026 899 818 1671 1116 1135 1061 929 835 Afcon™ AF075/AF076/AF077 seismic brace C D E F G 60°-90° Pr 1.380 338 455 676 767 C 60°-90° Pr 0.960 423 570 862 962 1086 1280 1362 1416 1635 1671 C 60°-90° Pr 0.910 437 588 891 992 1126 1324 1406 1469 1692 1729 30°-44° Pr 1.620 248 334 506 564 45°-59° Pr 1.420 331 446 663 752 60°-90° Pr 2.250 260 350 489 587 Afcon™ AF771 seismic brace D E F 30°-44° 45°-59° 60°-90° Pr Pr Pr 1.970 2.380 2.960 221 228 197 297 307 266 446 447 372 502 517 446 557 534 429 662 664 551 707 719 609 725 685 551 843 836 683 863 859 706 Afcon™ AF700 seismic brace D E F 30°-44° 45°-59° 60°-90° Pr Pr Pr 1.410 1.450 2.000 268 327 292 361 440 393 550 653 550 610 742 660 700 805 635 817 970 816 866 1041 9o'1 914 1045 816 1047 1229 1011 1069 1260 1046 30°-44° Pr 2.750 169 228 339 384 G 30°-44° Pr 1.930 211 284 429 480 541 638 679 705 815 833 G 30°-44° Pr 1.830 218 293 444 495 561 660 701 732 843 861 G 30°-44° Pr 3.710 137 185 272 312 H 45°-59° Pr 1.920 211 305 329 241 325 484 548 598 719 770 778 912 934 H 45°-59° Pr 1.360 262 372 397 299 403 609 680 767 904 962 1000 1155 1180 H 45°-59° Pr 1.940 240 323 480 544 H 45°-59° Pr 1.360 299 403 609 680 767 904 962 1000 1155 1180 H 45°-59° Pr 1.290 308 415 629 701 795 935 993 1037 1195 1220 H 45°-59° Pr 2.620 195 262 385 441 60°-74° Pr 1.570 258 373 402 295 398 592 671 732 879 942 951 1116 1143 60°-74° Pr 1.110 321 456 487 366 494 746 833 940 1108 1178 1225 1415 1446 I 60°-90° Pr 1.590 293 395 587 665 I 60°-90° Pr 1.110 366 494 746 833 940 1108 1178 1225 1415 1446 I 60°-90° Pr 1.060 376 507 767 855 970 1140 1211 1265 1457 1489 i I 60°-90° Pr 2.140 238 321 471 540 i I 75°-90° Pr 1.400 289 418 450 331 445 663 751 820 984 1055 1065 1249 1280 i I 75°-90° Pr 0.990 359 510 544 410 552 834 932 1053 1240 1318 1372 1583 1618 i 9 Anchorage for seismic bracing technical supplement Maximum allowable pipe horizontal load, F pw (lb) carbon steel Hilti KWIK Bolt TZ2 in 5,000 psi normal weight cracked concrete I Nominal anchor dia. I in 1/2 I Nominal I I I anchor dia. in 3/8 1/2 5/8 3/4 Nominal anchor dia. in 3/8 1/2 5/8 3/4 Nominal anchor dia. I in 1/2 . Nominal anchor dia. I in 1/2 5/8 3/4 Nominal anchor dia. I in 1/2 5/8 3/4 April 2021 Effective embed. in 1-1/2 2 2-1/2 3-1/4 Effective embed. in 1-1/2 2 2-1/2 1-1/2 2 2-1/2 3-1/4 2-3/4 3-1/4 4 3-1/4 3-3/4 4-3/4 Effective embed. in 1-1/2 2 2-1/2 1-1/2 2 2-1/2 3-1/4 2-3/4 3-1/4 4 3-1/4 3-3/4 4-3/4 Effective embed. in 1-1/2 2 2-1/2 3-1/4 Effective embed. in 1-1/2 2 2-1/2 3-1/4 2-3/4 3-1/4 4 3-1/4 3-3/4 4-3/4 Effective embed. in 1-1/2 2 2-1/2 3-1/4 2-3/4 3-1/4 4 3-1/4 3-3/4 4-3/4 Min. Min. Min. edge spacing concrete distance distance thickness in in in 8 12 5 5 6 5 7-1/4 7-1/2 5 6-3/4 9-3/4 5-1/2 Min. Min. Min. A edge spacing concrete 30°-44° distance distance thickness Pr in in in 2.490 5 8 5 215 4-1/4 6 5 309 4 7-1/2 5 337 8 12 5 246 5 6 5 332 7-1/4 7-1/2 5 472 6-3/4 9-3/4 5-1/2 544 10 8-1/4 5 570 9-1/4 9-3/4 5-1/2 700 8-1/2 12 6 758 11-3/4 9-3/4 5-1/2 732 11 11-1/4 6 882 9 14-1/4 8 873 Min. Min. Min. edge spacing concrete A 30°-44° distance distance thickness Pr in in in 5 8 5 4-1/4 6 5 4 7-1/2 5 8 12 5 5 6 5 7-1/4 7-1/2 5 6-3/4 9-3/4 5-1/2 10 8-1/4 5 9-1/4 9-3/4 5-1/2 8-1/2 12 6 11-3/4 9-3/4 5-1/2 11 11-1/4 6 9 14-1/4 8 Min. edge distance in 5 7-1/4 6-3/4 Min. edge distance in 8 5 7-1/4 6-3/4 10 9-1/4 8-1/2 11-3/4 11 9 Min. edge distance in 8 5 7-1/4 6-3/4 10 9-1/4 8-1/2 11-3/4 11 9 Min. spacing distance in 12 6 7-1/2 9-3/4 Min. spacing distance in 12 6 7-1/2 9-3/4 8-1/4 9-3/4 12 9-3/4 11-1/4 14-1/4 Min. spacing distance in 12 6 7-1/2 9-3/4 8-1/4 9-3/4 12 9-3/4 11-1/4 14-1/4 2.930 189 274 300 216 291 414 479 484 614 666 622 772 761 Min. concrete thickness in 5 5 5 5-1/2 Min. concrete thickness in 5 5 5 5-1/2 5 5-1/2 6 5-1/2 6 8 Min. concrete thickness in 5 5 5 5-1/2 5 5-1/2 6 5-1/2 6 8 A 30°-44° Pr 4.100 159 215 300 360 B 45°-59° Pr 1.080 386 525 560 441 595 858 959 1081 1275 1357 1410 1629 1615 B 45°-59° Pr 1.290 346 476 510 395 532 765 861 954 1136 1214 1242 1446 1433 A 30°-44° Pr 2.520 244 328 467 539 A 30°-44° Pr 4.170 157 211 295 354 340 437 483 437 542 535 A 30°-44° Pr 2.550 242 325 463 534 557 687 744 715 865 856 B 45°-59° Pr 1.580 345 464 665 754 60°-14° Pr 0.950 417 562 597 476 642 929 1031 1179 1380 1463 1538 1766 1752 60°-74° Pr 0.750 474 629 663 542 730 1062 1167 1368 1579 1664 1790 2031 2016 B 45°-59° Pr 1.070 444 598 863 964 B 45°-59° Pr 2.000 291 392 559 640 683 830 895 885 1049 1038 B 45°-59° Pr 1.090 439 591 853 953 1075 1268 1349 1401 1619 1605 C C Hilti MQS-SP-L-1/2" and MQS-SP-T-1/2" C D E F 60°-14° 75°-90° 30°-44° 45°-59° 60°-90° Pr Pr Pr Pr Pr 0.870 1.850 1.520 2.320 3.440 501 308 288 260 190 675 415 388 350 256 978 593 562 499 358 1081 677 621 574 429 Tolco™ Fiaure 909 seismic brace D E F G 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° Pr Pr Pr Pr Pr Pr 1.360 1.650 1.400 1.830 2.220 2.710 334 240 327 307 258 167 461 324 453 446 396 231 495 344 487 490 449 248 381 275 374 351 294 191 514 370 504 473 396 257 738 535 724 671 554 370 833 594 817 779 665 417 918 679 899 776 639 460 1096 795 1075 996 821 550 1173 844 1150 1082 908 588 1194 887 1169 997 821 599 1394 1018 1366 1235 1018 699 1381 1010 1353 1219 1005 692 TolcoT" Fiaure 910 980 seismic brace D E F G 75°-90° 30°-44° 45°-59° 60°-14° 75°-90° 30°-44° Pr Pr Pr Pr Pr Pr 0.960 1.310 1.670 1.970 2.250 1.920 414 273 290 289 254 207 559 362 406 421 391 279 594 381 439 464 443 297 473 312 331 331 290 237 638 420 446 445 391 319 923 610 639 624 547 461 1025 671 727 734 656 513 1171 786 787 721 631 585 1371 907 949 926 811 686 1455 957 1019 1018 896 727 1528 1028 1021 926 811 764 1755 1167 1203 1147 1005 878 1741 1158 1191 1132 991 870 Afcon™ AF075/AF076/AF077 seismic brace C 60°-90° Pr 1.380 378 509 731 825 C 60°-90° Pr 0.960 473 638 923 1025 1171 1371 1455 1528 1755 1741 C 60°-90° Pr 0.910 488 658 952 1056 1212 1415 1500 1583 1814 1799 D E F 30°-44° Pr 1.620 277 374 541 600 45°-59° Pr 1.420 371 499 717 810 60°-90° Pr 2.250 290 391 547 656 Afcon™ AF771 seismic brace D E F 30°-44° 45°-59° 60°-90° Pr Pr Pr 1.970 2.380 2.960 247 255 221 333 343 297 480 489 416 537 563 499 602 592 480 712 726 616 759 785 681 785 766 616 909 915 764 901 905 754 Afcon™ AF700 seismic brace D E F 30°-44° 45°-59° 60°-90° Pr Pr Pr 1.410 1.450 2.000 300 365 327 404 492 440 586 706 615 647 799 725 751 876 710 871 1049 912 921 1124 1005 982 1138 912 1119 1333 1130 1110 1320 1115 G 30°-44° Pr 2.750 189 255 366 413 G 30°-44° Pr 1.930 236 318 460 511 583 683 725 761 875 868 G 30°-44° Pr 1.830 243 328 475 526 604 705 748 789 904 897 G 30°-44° Pr 3.710 154 207 296 338 H 45°-59° Pr 1.920 236 326 351 270 364 523 589 650 776 830 846 987 978 H 45°-59° Pr 1.360 293 395 420 334 450 652 724 827 969 1027 1079 1240 1230 H 45°-59° Pr 1.940 268 361 519 585 H 45°-59° Pr 1.360 334 450 652 724 827 969 1027 1079 1241 1230 H 45°-59° Pr 1.290 345 464 673 746 856 999 1059 1118 1281 1270 H 45°-59° Pr 2.620 218 293 419 478 60°-74° Pr 1.570 289 400 429 330 445 639 721 795 950 1016 1034 1208 1197 60°-14° Pr 1.110 359 483 514 410 552 798 887 1013 1186 1259 1322 1519 1506 I 60°-90° Pr 1.590 328 441 634 715 I 60°-90° Pr 1.110 410 552 798 887 1013 1186 1259 1322 1519 1506 I 60°-90° Pr 1.060 421 567 821 910 1044 1220 1292 1363 1562 1550 I 60°-90° Pr 2.140 266 359 513 585 I 75°-90° Pr 1.400 324 447 480 370 498 716 807 891 1063 1137 1158 1352 1340 I 75°-90° Pr 0.990 401 541 575 458 617 893 992 1134 1328 1408 1480 1699 1685 I 10 {I Anchorage for seismic bracing technical supplement Maximum allowable pipe horizontal load, F pw (lb) carbon steel Hilti KWIK Bolt TZ2 in 6,000 psi normal weight cracked concrete Nominal Min. Min. Min. Hilti MQS-SP-L-1/2" and MQS-SP-T-1/2" Effective A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° dia. distance distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr l in in in in in 4.100 1.580 0.870 1.850 1.520 2.320 3.440 3.710 2.620 2.140 1-1/2 8 12 5 175 377 548 337 315 285 208 168 238 292 1/2 2 5 6 5 235 508 739 455 425 384 280 227 321 393 2-1/2 6-3/4 7-1/2 5 329 709 1029 634 591 535 392 316 448 548 3-1/4 6 9-3/4 5-1/2 393 801 1134 721 652 614 470 360 509 624 Nominal Min. Min. Min. Tolco™ Fiaure 909 seismic brace Effective A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° dia. distance distance thickness I Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 2.490 1.080 0.950 1.360 1.650 1.400 1.830 2.220 2.710 1.920 1.570 1.400 1-1/2 5 8 5 236 423 457 366 263 359 337 282 183 259 317 354 3/8 2 3-3/4 6 5 330 551 588 486 339 478 479 434 244 344 421 471 2-1/2 3-3/4 7-1/2 5 359 586 623 521 359 513 525 492 261 369 451 505 1-1/2 8 12 5 270 484 522 418 301 410 385 323 209 296 362 405 1/2 2 5 6 5 363 652 703 563 405 552 519 434 282 398 488 546 2-1/2 6-3/4 7-1/2 5 507 908 980 785 565 770 724 607 393 556 680 761 3-1/4 6 9-3/4 5-1/2 583 1010 1083 882 625 866 838 728 442 624 764 855 2-3/4 9-1/4 8-1/4 5 615 1150 1250 981 721 961 850 700 492 694 850 951 5/8 3-1/4 8-1/2 9-3/4 5-1/2 752 1349 1456 1166 839 1143 1074 900 584 825 1010 1130 4 7-3/4 12 6 813 1432 1541 1244 888 1221 1165 995 623 881 1078 1206 3-1/4 10-3/4 9-3/4 5-1/2 797 1501 1634 1277 941 1250 1092 900 640 904 1106 1238 3/4 3-3/4 10 11-1/4 6 949 1726 1867 1485 1076 1456 1351 1115 744 1051 1286 1440 4-3/4 8-1/4 14-1/4 8 911 1671 1810 1433 1043 1405 1285 1059 718 1015 1241 1390 Nominal Min. Min. Min. Tolco™ Fiaure 910 980 seismic brace i Effective A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° dia. distance distance thickness I Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 2.930 1.290 0.750 0.960 1.310 1.670 1.970 2.250 1.920 1.360 1.110 0.990 1-1/2 5 8 5 207 378 519 454 299 318 317 278 227 321 393 439 3/8 2 3-3/4 6 5 293 501 654 585 376 430 452 429 292 413 506 566 2-1/2 3-3/4 7-1/2 5 321 536 688 620 396 464 497 485 310 438 536 600 1-1/2 8 12 5 237 433 594 519 341 363 362 318 259 366 449 502 1/2 2 5 6 5 319 583 800 699 460 489 488 429 349 494 605 676 2-1/2 6-3/4 7-1/2 5 445 812 1114 974 641 682 681 599 487 688 843 943 3-1/4 6 9-3/4 5-1/2 515 911 1220 1077 701 773 790 719 539 761 932 1043 2-3/4 9-1/4 8-1/4 5 531 1018 1444 1242 830 843 789 691 621 877 1075 1203 5/8 3-1/4 8-1/2 9-3/4 5-1/2 661 1207 1656 1447 953 1013 1011 888 724 1022 1252 1401 4 7-3/4 12 6 716 1286 1743 1532 1002 1086 1098 982 766 1082 1325 1483 3-1/4 10-3/4 9-3/4 5-1/2 682 1326 1891 1623 1087 1096 1014 888 811 1146 1404 1571 3/4 3-3/4 10 11-1/4 6 832 1538 2136 1856 1227 1286 1257 1101 928 1311 1606 1796 4-3/4 8-1/4 14-1/4 8 797 1486 2076 1798 1193 1238 1194 1045 899 1270 1556 1741 Nominal Min. Min. Min. Afcon™ AF0751AF076/AF077 seismic brace I Effective A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° dia. distance distance thickness i Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 2.520 1.070 1.380 1.620 1.420 2.250 2.750 1.940 1.590 1-1/2 8 12 5 267 486 414 304 406 318 207 294 359 1/2 2 5 6 5 360 655 557 410 547 429 279 396 483 2-1/2 6-3/4 7-1/2 5 502 913 777 571 763 599 390 552 674 3-1/4 6 9-3/4 5-1/2 577 1015 874 631 858 709 438 620 758 Nominal Min. Min. Min. Afcon™ AF771 seismic brace i Effective A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° dia. distance distance thickness 60°-90° r Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 4.170 2.000 0.960 1.970 2.380 2.960 1.930 1.360 1.110 1-1/2 8 12 5 172 319 519 270 279 242 259 366 449 1/2 2 5 6 5 231 429 699 364 376 326 348 494 605 2-1/2 6-3/4 7-1/2 5 323 599 974 508 525 455 485 688 843 3-1/4 6 9-3/4 5-1/2 387 683 1077 567 602 546 537 761 932 2-3/4 9-1/4 8-1/4 5 373 734 1242 641 638 525 619 877 1075 5/8 3-1/4 8-1/2 9-3/4 5-1/2 479 889 1447 755 779 675 721 1022 1252 4 7-3/4 12 6 530 957 1532 802 841 746 764 1082 1325 3-1/4 10-3/4 9-3/4 5-1/2 479 952 1623 836 827 675 809 1146 1404 3/4 3-3/4 10 11-1/4 6 594 1125 1856 964 983 837 925 1311 1606 4-3/4 8-1/4 14-1/4 8 564 1082 1798 934 944 794 896 1270 1556 Nominal Min. Min. Min. Afcon™ AF700 seismic brace ·' Effective A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° dia. distance distance thickness I Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 2.550 1.090 0.910 1.410 1.450 2.000 1.830 1.290 1.060 1-1/2 8 12 5 265 481 535 328 400 358 267 378 461 1/2 2 5 6 5 357 648 721 442 539 482 359 509 621 2-1/2 6-3/4 7-1/2 5 498 903 1004 616 752 673 500 709 865 3-1/4 6 9-3/4 5-1/2 572 1005 1108 677 847 781 553 783 955 2-3/4 9-1/4 8-1/4 5 603 1143 1285 794 937 777 640 907 1107 5/8 3-1/4 8-1/2 9-3/4 5-1/2 738 1342 1492 916 1117 998 744 1054 1286 4 7-3/4 12 6 798 1425 1577 966 1194 1084 786 1114 1359 3-1/4 10-3/4 9-3/4 5-1/2 782 1491 1679 1039 1218 999 837 1186 1446 3/4 3-3/4 10 11-1/4 6 931 1716 1915 1179 1421 1238 955 1352 1650 4-3/4 8-1/4 14-1/4 8 893 1661 1858 1145 1370 1176 926 1312 1600 April 2021 11 Anchorage for seismic bracing technical supplement Maximum allowable pipe horizontal load, Fpw (lb) carbon steel Hilti KWIK Bolt TZ2 in the soffit of 3,000 psi or 4,000 psi lightweight concrete over metal deck -2-in W-deck profiles I Hilti MQS-SP-L-1/2" and MQS-SP-T-1/2" 1 i Nominal Effective Min. edge Min. spacing Min. concrete 3 000 osi 4,000 osi I A B C A B C anchor dia. embed. distance distance thickness 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° I Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 4.100 1.580 0.870 1.850 4.100 1.580 0.870 1.850 1-1/2 1 12 2-1/2 84 183 266 163 97 200 286 180 1/2 2 1 6 2-1/2 109 235 341 210 126 259 367 233 2-1/2 1 7-1/2 2-1/2 168 354 509 317 191 388 547 349 3-1/4 1 9-3/4 2-1/2 171 387 575 344 192 420 615 375 1 Anchor may be placed In upper or lower flute. Prying factors noted assume the seismic swivel brace has its full bearing area in contact with the metal deck. I Tolco™ Fiaure 909 seismic brace i 3 000 osi 4 000 osi [ Nominal Effective Min. edge Min. spacing Min. concrete A B C A B C anchor dia. embed. distance distance thickness 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° I Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 2.490 1.100 1.050 1.360 2.490 1.100 1.050 1.360 1-1/2 1-1/8 8 2-1/2 121 205 210 181 134 221 226 197 3/8 2 1-1/8 6 2-1/2 175 302 310 266 193 325 334 288 2-1/2 1-1/8 7-1/2 2-1/2 181 310 318 274 192 324 333 287 1-1/2 1-1/8 12 2-1/2 131 232 238 202 145 251 258 221 1/2 2 1-1/8 6 2-1/2 168 297 306 260 188 323 332 285 2-1/2 1-1/8 7-1/2 2-1/2 255 446 458 391 283 483 496 427 3-1/4 1-1/8 9-3/4 2-1/2 273 497 512 431 299 535 550 466 5/8 2-3/4 1-1/8 8-1/4 2-1/2 303 528 543 464 338 573 588 507 4 1-1/8 12 2-1/2 346 611 629 535 386 666 684 586 3/4 3-1/4 1-1/8 9-3/4 2-1/2 270 489 504 425 293 522 537 456 3-3/4 1-1/8 11-1/4 3-1/4 314 645 668 547 355 706 730 601 I Tolco™ Fiaure 910 '980 seismic brace I Nominal Effective Min. edge Min. spacing Min. concrete 3,000 osi 4 000 psi : A B C A B C anchor dia. embed. distance distance thickness 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° I Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 3.070 1.320 0.960 1.070 3.070 1.320 0.960 1.070 1-1/2 1-1/8 8 2-1/2 103 184 220 208 115 200 236 224 3/8 2 1-1/8 6 2-1/2 149 271 326 307 165 293 349 330 2-1/2 1-1/8 7-1/2 2-1/2 154 279 334 315 164 293 349 329 1-1/2 1-1/8 12 2-1/2 110 206 251 236 123 225 271 255 1/2 2 1-1/8 6 2-1/2 142 265 322 302 160 290 349 329 2-1/2 1-1/8 7-1/2 2-1/2 216 399 483 453 241 434 520 491 3-1/4 1-1/8 9-3/4 2-1/2 228 440 542 506 253 475 581 544 5/8 2-3/4 1-1/8 8-1/4 2-1/2 257 473 571 537 288 516 617 582 4 1-1/8 12 2-1/2 293 545 663 622 328 597 718 676 3/4 3-1/4 1-1/8 9-3/4 2-1/2 227 433 533 498 248 465 567 531 3-3/4 1-1/8 11-1/4 3-1/4 255 560 713 658 288 615 778 720 Afcon™ AF075/AF076 'AF077 seismic brace : Nominal Effective Min. edge Min. spacing Min. concrete 3,000 osi 4,000 osi ,I A B C A B C anchor dia. embed. distance distance thickness 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° Pr Pr Pr Pr Pr Pr in in in in in 2.520 1.160 1.380 2.520 1.160 1.380 1-1/2 1-1/4 12 2-1/2 129 224 200 144 244 219 1/2 2 1-1/4 6 2-1/2 166 288 257 186 314 282 2-1/2 1-1/4 7-1/2 2-1/2 252 432 387 280 469 423 3-1/4 1-1/4 9-3/4 2-1/2 270 480 426 296 517 461 Afcon™ AF771 seismic brace Nominal Effective Min. edge Min. spacing Min. concrete 3 000 osi 4 000 psi A B C A B C anchor dia. embed. distance distance thickness 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° I Pr Pr Pr Pr Pr Pr in in in in in 4.170 2.000 0.960 4.170 2.000 0.960 1-1/2 1-1/4 12 2-1/2 83 154 251 95 170 271 1/2 2 1-1/4 6 2-1/2 107 199 322 124 220 349 2-1/2 1-1/4 7-1/2 2-1/2 165 300 483 188 331 520 3-1/4 1-1/4 9-3/4 2-1/2 168 324 542 188 354 581 5/8 2-3/4 1-1/4 8-1/4 2-1/2 198 357 571 226 395 617 4 1-1/4 12 2-1/2 221 408 663 255 453 718 3/4 3-1/4 1-1/4 9-3/4 2-1/2 167 321 533 186 347 567 3-3/4 1-1/4 11-1/4 3-1 /4 188 391 713 212 441 778 Afcon™ AF700 seismic brace Nominal Effective Min. edge Min. spacing Min. concrete 3,000 psi 4,000 osi A B C A B C anchor dia. embed. distance distance thickness 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° I Pr Pr Pr Pr Pr Pr in in in in in 2.550 1.090 1.140 2.550 1.090 1.140 1-1/2 1-1/4 12 2-1/2 128 233 227 142 253 246 1/2 2 1-1/4 6 2-1/2 165 299 291 184 325 317 2-1/2 1-1/4 7-1/2 2-1/2 250 448 437 277 486 473 3-1/4 1-1/4 9-3/4 2-1/2 268 500 485 293 538 523 5/8 2-3/4 1-1/4 8-1/4 2-1/2 298 531 517 332 576 562 4 1-1/4 12 2-1/2 339 615 598 379 669 652 3/4 3-1/4 1-1/4 9-3/4 2-1/2 265 492 478 288 525 511 3-3/4 1-1/4 11-1/4 3-1/4 307 649 627 346 710 687 April 2021 12 Anchorage for seismic bracing technical supplement Maximum allowable pipe horizontal load, F pw (lb) carbon steel Hilti KB1 in 3,000 psi normal weight cracked concrete I I I Nominal anchor dia. in 1/2 Nominal anchor dia. in 3/8 1/2 5/8 3/4 Nominal anchor dia. in 3/8 1/2 5/8 3/4 Nominal anchor dia. I in 1/2 Nominal anchor dia. I in 1/2 5/8 3/4 Nominal anchor dia. I in 1/2 5/8 3/4 April 2021 Effective embed. in 2 3-1/4 Effective embed. in 1-1/2 2 2 3-1/4 2-3/4 4 3-1/4 4-3/4 Effective embed. in 1-1/2 2 2 3-1/4 2-3/4 4 3-1/4 4-3/4 Effective embed. in 2 3-1/4 Effective embed. in 2 3-1/4 2-3/4 4 3-1/4 4-3/4 Effective embed. in 2 3-1/4 2-3/4 4 3-1/4 4-3/4 Min. Min. Min. edge spacing concrete distance distance thickness in in in 6-1/4 6 5 6-1/4 9-3/4 6 Min. Min. Min. A edge spacing concrete 30°-44° distance distance thickness Pr in in in 2.490 8 8 5 135 4 6 5 203 6-1/4 6 5 208 6-1/4 9-3/4 6 402 11-1/4 8-1/4 5 357 9-1/2 12 6 601 10 9-3/4 5-1/2 460 7-3/4 14-1/4 8 674 Min. Min. Min. A edge spacing concrete 30°-44° distance distance thickness Pr in in in 8 8 5 4 6 5 6-1/4 6 5 6-1/4 9-3/4 6 11-1/4 8-1/4 5 9-1/2 12 6 10 9-3/4 5-1/2 7-3/4 14-1/4 8 Min. edge distance in 6-1/4 6-1/4 Min. edge distance in 6-1/4 6-1/4 11-1/4 9-1/2 10 7-3/4 Min. edge distance in 6-1/4 6-1/4 11-1/4 9-1/2 10 7-3/4 Min. spacing distance in 6 9-3/4 Min. spacing distance in 6 9-3/4 8-1/4 12 9-3/4 14-1/4 Min. spacing distance in 6 9-3/4 8-1/4 12 9-3/4 14-1/4 2.930 119 179 183 354 304 527 391 594 Min. concrete thickness in 5 6 Min. concrete thickness in 5 6 5 6 5-1/2 8 Min. concrete thickness in 5 6 5 6 5-1/2 8 A B 30°-44° 45°-59° Pr Pr 4.100 1.580 135 291 264 560 B C 45°-59° 60°-74° Pr Pr 1.080 0.950 242 261 357 384 373 402 713 768 743 817 1098 1188 879 958 1186 1276 B C 45°-59° 60°-74° Pr Pr 1.290 0.750 217 297 321 434 334 458 640 871 648 964 977 1361 775 1113 1066 1443 A B 30°-44° 45°-59° Pr Pr 2.520 1.070 206 375 399 717 A B 30°-44° 45°-59° Pr Pr 4.170 2.000 132 246 260 474 213 445 374 713 275 553 440 793 A B 30°-44° 45°-59° Pr Pr 2.550 1.090 204 371 395 710 349 738 590 1091 450 873 662 1180 Hilti MQS-SP-L-1/2" and MQS-SP-T-1/2" C D E F 60°-74° 75°-90° 30°-44° 45°-59° 60°-90° Pr Pr Pr Pr Pr 0.870 1.850 1.520 2.320 3.440 423 260 243 220 161 806 502 463 425 315 Tolco™ Fiaure 909 seismic brace D E F G 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° Pr Pr Pr Pr Pr Pr 1.360 1.650 1.400 1.830 2.220 2.710 209 151 205 193 162 105 310 221 305 291 249 155 322 232 316 297 249 161 618 443 607 576 488 310 622 471 608 486 401 312 943 685 924 853 703 473 745 552 730 626 516 374 1031 735 1012 967 827 517 Tolco™ Fiaure 910 980 seismic brace D E F G 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° Pr Pr Pr Pr Pr Pr 0.960 1.310 1.670 1.970 2.250 1.920 260 171 182 181 159 130 382 250 271 274 245 191 400 263 280 279 245 200 764 501 539 542 482 382 811 554 527 452 396 405 1181 782 816 793 694 590 952 640 638 582 509 476 1268 829 900 911 816 634 Afcon™ AF075/AF076/AF077 seismic brace C D E F G 60°-90° Pr 1.380 319 613 C 60°-90° Pr 0.960 400 764 811 1181 952 1268 C 60°-90° Pr 0.910 412 787 843 1219 986 1306 30°-44° Pr 1.620 234 447 45°-59° Pr 1.420 313 601 60°-90° Pr 2.250 245 482 Afcon™ AF771 seismic brace D E F 30°-44° 45°-59° 60°-90° Pr Pr Pr 1.970 2.380 2.960 209 215 187 399 416 366 413 374 301 613 623 527 489 480 387 664 698 621 Afcon™ AF700 seismic brace D E F 30°-44° 45°-59° 60°-90° Pr Pr Pr 1.410 1.450 2.000 253 309 276 482 593 535 526 591 445 751 902 781 611 711 573 799 989 900 30°-44° Pr 2.750 160 307 G 30°-44° Pr 1.930 199 381 404 588 474 632 G 30°-44° Pr 1.830 206 392 420 608 491 651 G 30°-44° Pr 3.710 130 250 H 45°-59° Pr 1.920 148 220 228 438 440 668 528 730 H 45°-59° Pr 1.360 183 270 283 540 573 834 672 896 H 45°-59° Pr 1.940 227 435 H 45°-59° Pr 1.360 283 540 573 834 672 896 H 45°-59° Pr 1.290 291 556 595 861 696 922 H 45°-59° Pr 2.620 184 354 60°-74° Pr 1.570 181 269 279 536 539 817 646 893 60°-74° Pr 1.110 225 330 346 661 701 1022 823 1098 I 60°-90° Pr 1.590 277 531 I 60°-90° Pr 1.110 346 661 701 1022 823 1098 I 60°-90° Pr 1.060 355 678 725 1050 849 1126 I 60°-90° Pr 2.140 225 434 I I 75°-90° Pr 1.400 203 301 312 600 603 914 723 999 I I 75°-90° Pr 0.990 251 369 387 739 785 1143 922 1228 l 13 ............ Anchorage for seismic bracing technical supplement Maximum allowable pipe horizontal load, Fpw (lb) carbon steel Hilti KB1 in 4,000 psi normal weight cracked concrete Hilti MQS-SP-L-1/2" and MQS-SP-T-1/2" I Nominal Effective Min. Min. Min. A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° dia. distance distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 4.100 1.580 0.870 1.850 1.520 2.320 3.440 3.710 2.620 2.140 1/2 2 6-1/4 6 5 156 336 488 300 281 254 185 150 212 260 3-1/4 5-1/2 9-3/4 6 282 585 835 526 480 446 337 262 371 455 Tolco™ Fiqure 909 seismic brace I Nominal Effective Min. Min. Min. A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-14° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-14° 75°-90° dia. distance distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 2.490 1.080 0.950 1.360 1.650 1.400 1.830 2.220 2.710 1.920 1.570 1.400 3/8 1-1/2 8 8 5 156 280 302 242 174 237 223 187 121 171 209 234 2 3-1/2 6 5 226 387 415 339 239 333 326 287 170 240 294 329 1/2 2 6-1/4 6 5 240 431 465 372 268 365 343 287 186 263 322 361 3-1/4 5-1/2 9-3/4 6 423 742 797 645 459 633 607 522 323 457 559 625 5/8 2-3/4 9-3/4 8-1/4 5 413 826 905 696 521 680 562 463 349 493 603 675 4 8-1/4 12 6 673 1199 1292 1038 745 1019 962 812 520 735 899 1007 3/4 3-1/4 9-1/2 9-3/4 5-1/2 521 968 1052 827 606 810 723 596 415 586 716 802 4-3/4 6-3/4 14-1/4 8 751 1287 1377 1127 794 1107 1084 955 565 798 976 1092 I Nominal Min. Tolco™ Fiqure 910 '980 seismic brace I Effective Min. Min. A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-14° 75°-90° 30°-44° 45°-59° 60°-14° 75°-90° dia. distance distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr I in in in in in 2.930 1.290 0.750 0.960 1.310 1.670 1.970 2.250 1.920 1.360 1.110 0.990 3/8 1-1/2 8 8 5 137 250 343 300 197 210 209 184 150 212 260 290 2 3-1/2 6 5 200 350 465 412 267 298 308 283 206 291 357 399 1/2 2 6-1/4 6 5 211 385 529 462 304 323 323 283 231 326 400 447 3-1/4 5-1/2 9-3/4 6 373 667 900 792 518 564 572 515 396 560 686 767 5/8 2-3/4 9-3/4 8-1/4 5 351 724 1061 898 609 592 522 457 449 634 777 870 4 8-1/4 12 6 592 1074 1468 1285 844 904 906 801 642 908 1112 1244 3/4 3-1/4 9-1/2 9-3/4 5-1/2 452 858 1212 1045 696 712 672 588 522 738 904 1011 4-3/4 6-3/4 14-1/4 8 665 1163 1544 1370 888 991 1023 943 685 968 1185 1326 Nominal Min. Min. Min. Afcon ™ AF075 AF076/AF077 seismic brace Effective A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° so0-90° 30°-44° 45°-59° 60°-90° dia. distance distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr I in in in in in 2.520 1.070 1.380 1.620 1.420 2.250 2.750 1.940 1.590 1/2 2 6-1/4 6 5 238 433 369 271 362 283 185 262 320 3-1/4 5-1/2 9-3/4 6 419 746 639 464 628 513 320 454 554 I Afcon™ AF771 seismic brace I Nominal Effective Min. Min. Min. A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° dia. distance distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr I in in in in in 4.170 2.000 0.960 1.970 2.380 2.960 1.930 1.360 1.110 1/2 2 6-1/4 6 5 153 284 462 241 249 215 230 326 400 3-1/4 5-1/2 9-3/4 6 278 497 792 415 438 391 395 560 686 2-3/4 9-3/4 8-1/4 5 246 511 898 459 432 347 448 634 777 5/8 4 8-1/4 12 6 432 794 1285 671 697 609 640 908 1112 3-1/4 9-1/2 9-3/4 5-1/2 317 620 1045 540 540 447 521 738 904 3/4 4-3/4 6-3/4 14-1/4 8 502 878 1370 722 776 716 683 968 1185 Afcon™ AF700 seismic brace I Nominal Effective Min. Min. Min. A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° dia. distance distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr I in in in in in 2.550 1.090 0.910 1.410 1.450 2.000 1.830 1.290 1.060 2 6-1/4 6 5 236 428 476 292 356 319 237 336 410 1/2 3-1/4 5-1/2 9-3/4 6 416 738 816 499 619 565 407 576 703 5/8 2-3/4 9-3/4 8-1/4 5 403 821 932 580 662 514 464 658 803 4 8-1/4 12 6 661 1193 1324 812 995 895 660 935 1141 3/4 3-1/4 9-1/2 9-3/4 5-1/2 511 962 1080 667 790 662 538 763 930 4-3/4 6-3/4 14-1/4 8 738 1280 1408 858 1084 1011 702 994 1214 April 2021 14 Anchorage for seismic bracing technical supplement Maximum allowable pipe horizontal load, F pw (lb) carbon steel Hilti KB1 in 5,000 psi normal weight cracked concrete Nominal Min. Min. Min. Hilti MQS-SP-L-1/2" and MQS-SP-T-1/2" i Effective A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° dia. distance distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr I in in in in in 4.100 1.580 0.870 1.850 1.520 2.320 3.440 3.710 2.620 2.140 1/2 2 6-1/4 6 5 174 376 546 336 314 284 207 168 237 291 3-1/4 5 9-3/4 6 296 606 858 545 493 464 354 272 385 471 Min. Tolco™ Figure 909 seismic brace f Nominal Effective Min. Min. A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° dia. distance distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr I in in in in in 2.490 1.080 0.950 1.360 1.650 1.400 1.830 2.220 2.710 1.920 1.570 1.400 3/8 1-1/2 8 8 5 174 313 337 270 195 265 249 209 135 191 234 262 2 3-1/4 6 5 245 411 438 362 253 356 355 321 181 256 314 351 1/2 2 6-1/4 6 5 268 481 519 416 299 408 383 321 208 294 360 403 3-1/4 5 9-3/4 6 440 764 819 666 472 654 633 549 334 472 577 646 5/8 2-3/4 8-3/4 8-1/4 5 461 894 977 757 563 741 628 518 380 536 656 734 4 7-1/2 12 6 733 1280 1375 1115 793 1095 1053 908 559 789 966 1081 3/4 3-1/4 9-1/2 9-3/4 5-1/2 570 1041 1126 894 649 876 809 667 448 633 774 867 4-3/4 6 14-1/4 8 814 1365 1456 1204 840 1184 1181 1068 603 852 1042 1166 Nominal Min. Min. Min. Tolco™ Fioure 910 980 seismic brace I Effective A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° dia. distance distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr I in in in in in 2.930 1.290 0.750 0.960 1.310 1.670 1.970 2.250 1.920 1.360 1.110 0.990 3/8 1-1/2 8 8 5 153 280 384 335 221 235 234 206 168 237 290 325 2 3-1/4 6 5 217 373 488 436 281 320 336 317 218 308 377 422 1/2 2 6-1/4 6 5 236 430 591 516 340 361 360 317 258 365 447 500 3-1/4 5 9-3/4 6 388 688 923 815 531 584 596 542 407 576 705 789 5/8 2-3/4 8-3/4 8-1/4 5 392 787 1138 970 654 647 583 511 485 685 839 939 4 7-1/2 12 6 647 1152 1551 1367 892 976 992 896 684 966 1183 1323 3/4 3-1/4 9-1/2 9-3/4 5-1/2 499 927 1290 1119 741 773 751 658 560 791 969 1084 4-3/4 6 14-1/4 8 723 1240 1622 1449 933 1064 1116 1054 724 1024 1254 1402 Nominal Min. Min. Min. Afcon™ AF075 AF076/AF077 seismic brace t Effective A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° dla. distance distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr I in in in in in 2.520 1.070 1.380 1.620 1.420 2.250 2.750 1.940 1.590 1/2 2 6-1/4 6 5 266 484 412 303 404 317 206 292 357 3-1/4 5 9-3/4 6 436 768 660 477 649 535 331 469 573 Nominal Min. Min. Min. Afcon™ AF771 seismic brace I Effective A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° dia. distance distance thickness I Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 4.170 2.000 0.960 1.970 2.380 2.960 1.930 1.360 1.110 1/2 2 6-1/4 6 5 171 317 516 269 278 241 257 365 447 3-1/4 5 9-3/4 6 292 516 815 428 455 412 406 576 705 5/8 2-3/4 8-3/4 8-1/4 5 276 560 970 498 483 388 483 685 839 4 7-1/2 12 6 483 861 1367 718 758 681 682 966 1183 3/4 3-1/4 9-1/2 9-3/4 5-1/2 355 676 1119 581 591 500 558 791 969 4-3/4 6 14-1/4 8 550 947 1449 767 841 801 723 1024 1254 Nominal Min. Min. Min. Afcon™ AF700 seismic brace Effective A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° dia. distance distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr I in in in in in 2.550 1.090 0.910 1.410 1.450 2.000 1.830 1.290 1.060 1/2 2 6-1/4 6 5 263 479 532 327 398 356 265 376 459 3-1/4 5 9-3/4 6 432 760 838 512 640 589 418 592 722 5/8 2-3/4 8-3/4 8-1/4 5 451 889 1005 624 721 574 501 710 866 4 7-1/2 12 6 720 1273 1407 860 1071 980 701 993 1213 3/4 3-1/4 9-1/2 9-3/4 5-1/2 559 1035 1156 712 855 740 576 816 996 4-3/4 6 14-1/4 8 801 1359 1487 904 1159 1103 741 1050 1282 April 2021 15 Anchorage for seismic bracing technical supplement Maximum allowable pipe horizontal load, F pw (lb) carbon steel Hilti KB1 in 6,000 psi normal weight cracked concrete I Nominal Min. Min. Min. Hilti MQS-SP-L-1/2" and MQS-SP-T-1/2" Effective A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° dia. distance distance thickness I Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 4.100 1.580 0.870 1.850 1.520 2.320 3.440 3.710 2.620 2.140 1/2 2 6-1/4 6 5 190 412 598 368 344 311 227 184 260 318 3-1/4 5 9-3/4 6 307 622 876 561 504 478 369 280 396 485 I Nominal Min. Min. Min. TolcoT" Fiaure 909 seismic brace Effective A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° dia. distance distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr I in in in in in 2.490 1.080 0.950 1.360 1.650 1.400 1.830 2.220 2.710 1.920 1.570 1.400 3/8 1-1/2 8 8 5 190 339 366 294 211 288 271 228 147 208 254 285 2 3 6 5 261 430 458 381 264 375 380 352 191 270 330 370 1/2 2 6-1/4 6 5 294 527 569 456 328 447 420 352 228 323 395 442 3-1/4 5 9-3/4 6 454 782 838 684 483 672 654 573 343 484 592 663 5/8 2-3/4 8 8-1/4 5 504 953 1038 810 598 793 688 567 406 573 701 785 4 6-3/4 12 6 785 1347 1443 1179 832 1159 1132 995 591 835 1022 1143 3/4 3-1/4 9-1/2 9-3/4 5-1/2 612 1101 1189 951 685 932 874 730 476 673 823 922 4-3/4 5-1/2 14-1/4 8 868 1430 1521 1267 877 1247 1264 1170 635 897 1098 1228 I Nominal Min. Min. Min. Tolco™ Fiaure 910 1980 seismic brace Effective A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° I dia. distance distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 2.930 1.290 0.750 0.960 1.310 1.670 1.970 2.250 1.920 1.360 1.110 0.990 3/8 1-1/2 8 8 5 167 304 416 364 239 255 255 225 182 257 315 352 2 3 6 5 233 393 507 455 292 339 360 347 228 322 394 441 1/2 2 6-1/4 6 5 258 472 647 566 372 396 395 347 283 400 489 548 3-1/4 5 9-3/4 6 401 706 941 833 541 600 617 565 417 588 721 806 5/8 2-3/4 8 8-1/4 5 430 841 1203 1031 691 694 639 560 515 728 892 998 4 6-3/4 12 6 694 1217 1619 1435 931 1036 1068 982 717 1014 1242 1389 3-1/4 9-1/2 9-3/4 5-1/2 538 984 1354 1182 778 826 822 721 591 835 1022 1144 3/4 4-3/4 5-1/2 14-1/4 8 773 1304 1685 1513 969 1125 1197 1154 757 1069 1310 1464 I Nominal Min. Min. Min. Afcon™ AF075 AF076/AF077 seismic brace Effective A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° dia. distance distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr I in in in in in 2.520 1.070 1.380 1.620 1.420 2.250 2.750 1.940 1.590 1/2 2 6-1/4 6 5 291 530 451 332 443 347 226 320 391 3-1/4 5 9-3/4 6 450 786 678 488 666 554 340 481 588 i Nominal Min. Min. Min. Afcon™ AF771 seismic brace Effective A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° dia. distance distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr I in in in in in 4.170 2.000 0.960 1.970 2.380 2.960 1.930 1.360 1.110 1/2 2 6-1/4 6 5 187 347 566 295 305 264 282 400 489 3-1/4 5 9-3/4 6 303 531 833 438 469 429 415 588 721 5/8 2-3/4 8 8-1/4 5 302 603 1031 531 524 425 514 728 892 4 6-3/4 12 6 524 918 1435 757 811 746 716 1014 1242 3/4 3-1/4 9-1/2 9-3/4 5-1/2 389 724 1182 616 634 548 589 835 1022 4-3/4 5-1/2 14-1/4 8 591 1006 1513 804 896 867 755 1069 1310 Nominal Min. Min. Afcon™ AF700 seismic brace Effective Min. A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° dia. distance distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr t in in in in in 2.550 1.090 0.910 1.410 1.450 2.000 1.830 1.290 1.060 1/2 2 6-1/4 6 5 289 524 583 358 437 390 291 412 503 3-1/4 5 9-3/4 6 446 778 856 523 657 609 427 605 738 5/8 2-3/4 8 8-1/4 5 494 947 1067 661 773 630 532 754 919 4 6-3/4 12 6 771 1341 1475 900 1134 1055 735 1042 1272 3/4 3-1/4 9-1/2 9-3/4 5-1/2 601 1095 1219 749 911 811 607 861 1050 4-3/4 5-1/2 14-1/4 8 854 1423 1551 940 1222 1183 773 1095 1338 April 2021 16 Anchorage for seismic bracing technical supplement Maximum allowable pipe horizontal load, F pw (lb) carbon steel Hilti KB1 in the soffit of 3,000 psi or 4,000 psi lightweight concrete over metal deck -2-in W-deck profiles Hilti MOS-SP-L-1/2" and MQS-SP-T-1/2" 1 Nominal Effective Min. edge Min. spacing Min. concrete 3 000 psi 4 000 osi I A B C A B C anchordia. embed. distance distance thickness 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° I Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 4.100 1.580 0.870 1.850 4.100 1.580 0.870 1.850 1/2 2 1 6 2-1/2 83 194 292 172 89 204 304 181 3-1/4 1 9-3/4 2-1/2 152 340 503 303 162 357 523 318 1 Anchor may be placed in upper or lower flute. Prying factors noted assume the seismic swivel brace has its full bearing area in contact with the metal deck. Tolco™ Fiaure 909 seismic brace I Nominal Effective Min. edge Min. spacing Min. concrete 3 000 osi 4 000 osi I A B C A B C anchor dia. embed. distance distance thickness 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° i Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 2.490 1.100 1.050 1.360 2.490 1.100 1.050 1.360 3/8 1-1/2 1-1/8 8 2-1/2 84 145 148 128 87 148 152 131 2 1-1/8 6 2-1/2 150 270 278 235 155 278 286 242 1/2 2 1-1/8 6 2-1/2 136 251 259 216 143 262 270 227 3-1/4 1-1/8 9-3/4 2-1/2 241 436 449 378 254 454 468 396 5/8 2-3/4 1-1/8 8-1/4 2-1/2 239 430 443 374 268 470 484 412 4 1-1/8 12 2-1/2 310 564 581 489 348 617 635 539 3/4 3-1/4 1-1/8 9-3/4 2-1/2 248 447 461 389 278 489 503 428 Tolco™ Fiaure 910 980 seismic brace I Nominal Effective Min. edge Min. spacing Min. concrete 3 ooo osi 4 000 psi ; A B C A B C anchor dia. embed. distance distance thickness 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° I Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 3.070 1.320 0.960 1.070 3.070 1.320 0.960 1.070 3/8 1-1/2 1-1/8 8 2-1/2 72 130 156 147 74 133 160 151 2 1-1/8 6 2-1/2 126 240 294 275 131 247 302 283 1/2 2 1-1/8 6 2-1/2 111 221 274 255 119 231 286 267 3-1/4 1-1/8 9-3/4 2-1/2 203 386 474 443 214 404 494 462 5/8 2-3/4 1-1/8 8-1/4 2-1/2 202 382 468 438 227 420 509 478 4 1-1/8 12 2-1/2 261 499 614 574 294 550 669 627 3/4 3-1/4 1-1/8 9-3/4 2-1/2 209 397 487 455 235 436 529 497 Afcon™ AF075/AF076'AF077 seismic brace I Nominal Effective Min. edge Min. spacing Min. concrete 3 000 osi 4 000 psi I A B C A B C anchordia. embed. distance distance thickness 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° I Pr Pr Pr Pr Pr Pr in in in in in 2.520 1.160 1.380 2.520 1.160 1.380 1/2 2 1-1/4 6 2-1/2 134 242 214 142 253 224 3-1/4 1-1/4 9-3/4 2-1/2 238 421 374 251 439 392 Afcon™ AF771 seismic brace I Nominal Effective Min. edge Min. spacing Min. concrete 3 000 osi 4 000 osi I A B C A B C anchordia. embed. distance distance thickness 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° I Pr Pr Pr Pr Pr Pr in in in in in 4.170 2.000 0.960 4.170 2.000 0.960 1/2 2 1-1/4 6 2-1/2 82 162 274 88 170 286 3-1/4 1-1/4 9-3/4 2-1/2 149 286 474 160 300 494 5/8 2-3/4 1-1/4 8-1/4 2-1/2 149 283 468 172 316 509 4 1-1/4 12 2-1/2 192 369 614 222 411 669 3/4 3-1 /4 1-1/4 9-3/4 2-1/2 155 294 487 179 328 529 Afcon™ AF700 seismic brace ! 3,000 osi 4 000 psi j Nominal Effective Min. edge Min. spacing Min. concrete A 8 C A B C anchordia. embed. distance distance thickness 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° I Pr Pr Pr Pr Pr Pr in in in in in 2.550 1.090 1.140 2.550 1.090 1.140 1/2 2 1-1/4 6 2-1/2 133 252 245 140 264 256 3-1/4 1-1/4 9-3/4 2-1/2 236 438 426 249 457 444 5/8 2-3/4 1-1/4 8-1/4 2-1/2 234 433 421 263 473 460 4 1-1/4 12 2-1/2 304 567 551 341 620 603 3/4 3-1/4 1-1/4 9-3/4 2-1/2 243 450 437 273 492 478 April 2021 17 Anchorage for seismic bracing technical supplement Maximum allowable pipe horizontal load, F pw (lb) Hilti KCS-WF in 3,000 psi normal weight cracked concrete with Grade A36 threaded rod (or stronger) Nominal Min. Min. Min. Hilti MQS-SP-L-1/2" and MQS-SP-T-1/2" I Effective A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° dia. distance distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 4.100 1.580 0.870 1.850 1.520 2.320 3.440 3.710 2.620 2.140 1/2 1.63 4-1/4 5 5 151 318 457 285 263 241 180 142 201 247 I Nominal Min. Min. Min. Tolco™ Fiaure 909 seismic brace Effective A B C D E F G H I I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° dia. distance distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 2.490 1.080 0.950 1.360 1.650 1.400 1.830 2.220 2.710 1.920 1.570 1.400 3/8 1.11 3 3-1/2 5 129 228 245 197 141 194 184 156 99 140 171 191 1/2 1.63 4-1/4 5 5 229 405 436 351 251 345 327 278 176 249 304 340 5/8 1.90 4-3/4 5-3/4 5 288 510 549 442 316 434 412 350 221 313 383 428 3/4 1.83 4-1/2 5-1/2 5 272 482 518 418 299 410 389 331 209 296 362 405 I Nominal Min. Min. Min. Tolco™ Fiaure 910 980 seismic brace Effective A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° dia. distance distance thickness r Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 2.930 1.290 0.750 0.960 1.310 1.670 1.970 2.250 1.920 1.360 1.110 0.990 3/8 1.11 3 3-1/2 5 113 204 278 244 160 172 173 154 122 172 211 236 1/2 1.63 4-1/4 5 5 201 363 494 433 284 306 308 274 217 306 375 420 5/8 1.90 4-3/4 5-3/4 5 253 457 622 545 357 385 388 345 273 385 472 528 3/4 1.83 4-1/2 5-1/2 5 240 432 588 515 338 364 367 326 258 364 446 499 I Nominal Min. Min. Min. Afcon™ AF075 AF076/AF077 seismic brace anchor Effective edge spacing concrete A B C D E F G H I dia. embed. distance distance thickness 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° I Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 2.520 1.070 1.380 1.620 1.420 2.250 2.750 1.940 1.590 1/2 1.63 4-1/4 5 5 227 407 348 254 341 274 174 247 302 Nominal Min. Min. Min. Afcon™ AF771 seismic brace i Effective A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° dia. distance distance thickness I Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 4.170 2.000 0.960 1.970 2.380 2.960 1.930 1.360 1.110 1/2 1.63 4-1/4 5 5 148 269 433 227 237 209 216 306 375 5/8 1.90 4-3/4 5-3/4 5 186 339 545 285 298 263 272 385 472 3/4 1.83 4-1 /2 5-1/2 5 176 321 515 270 282 248 257 364 446 Nominal Min. Min. Min. Afcon™ AF700 seismic brace ! Effective A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° dia. distance distance thickness I Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 2.550 1.090 0.910 1.410 1.450 2.000 1.830 1.290 1.060 1/2 1.63 4-1/4 5 5 225 403 446 274 337 305 223 315 385 5/8 1.90 4-3/4 5-3/4 5 283 507 562 344 424 383 280 397 484 3/4 1.83 4-1/2 5-1/2 5 267 479 531 325 401 362 265 375 458 April 2021 18 Anchorage for seismic bracing technical supplement Maximum allowable pipe horizontal load, F pw (lb) Hilti KCS-WF in 4,000 psi normal weight cracked concrete with Grade A36 threaded rod (or stronger) . Hilti MQS-SP-L-1/2" and MQS-SP-T-1/2" I Nominal Effective Min. Min. Min. A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° dia. distance distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr , in in in in in 4.100 1.580 0.870 1.850 1.520 2.320 3.440 3.710 2.620 2.140 1/2 1.63 4 5 5 174 360 513 323 295 274 207 161 228 279 Nominal Min. Min. Min. Tolco™ Fiaure 909 seismic brace ! Effective A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° so0-74° 75°-90° 30°-44° 45°-59° so0-74° 75°-90° dia. distance distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr I in in in in in 2.490 1.080 0.950 1.360 1.650 1.400 1.830 2.220 2.710 1.920 1.570 1.400 3/8 1.11 3 3-1/2 5 148 262 282 227 163 223 212 181 114 161 197 220 1/2 1.63 4 5 5 260 455 489 396 282 389 373 321 199 281 343 384 5/8 1.90 4-3/4 5-3/4 5 332 588 633 510 365 501 476 404 256 361 442 495 3/4 1.83 4-1/4 5-1/2 5 314 556 599 482 345 473 450 382 242 342 418 468 Nominal Min. Min. Min. Tolco™ Fiaure 910 980 seismic brace Effective A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° so•-14• 75°-90° dia. distance distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr l in in in in in 2.930 1.290 0.750 0.960 1.310 1.670 1.970 2.250 1.920 1.360 1.110 0.990 3/8 1.1 1 3 3-1/2 5 131 235 320 280 184 198 200 178 140 198 243 272 1/2 1.63 4 5 5 229 410 552 486 318 347 352 317 243 344 421 471 5/8 1.90 4-3/4 5-3/4 5 293 528 718 630 413 445 448 399 315 445 545 610 3/4 1.83 4-1/4 5-1/2 5 277 499 679 595 390 421 424 377 298 421 515 576 Nominal Min. Min. Min. Afcon™AF075 'AF076/AF077 seismic brace I Effective A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° so•.90° 30°-44° 45°-59° 60°-90° dia. distance distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr I in in in in in 2.520 1.070 1.380 1.620 1.420 2.250 2.750 1.940 1.590 1/2 1.63 4 5 5 258 458 393 285 386 316 197 279 341 Nominal Min. Min. Min. Afcon™ AF771 seismic brace i Effective A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° so•.90• 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° dia. distance distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr I in in in in in 4.170 2.000 0.960 1.970 2.380 2.960 1.930 1.360 1.110 1/2 1.63 4 5 5 171 306 486 255 269 241 243 344 421 5/8 1.90 4-3/4 5-3/4 5 215 392 630 329 344 303 314 445 545 3/4 1.83 4-1/4 5-1/2 5 203 370 595 311 325 287 297 421 515 Nominal Min. Min. Min. Afcon™ AF700 seismic brace ' Effective A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° so0 -90° dia. distance distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr I in in in in in 2.550 1.090 0.910 1.410 1.450 2.000 1.830 1.290 1.060 1/2 1.63 4 5 5 255 453 501 306 380 348 250 354 432 5/8 1.90 4-3/4 5-3/4 5 326 585 649 398 490 443 323 458 559 3/4 1.83 4-1/4 5-1/2 5 308 553 613 376 463 418 306 433 529 April 2021 19 Anchorage for seismic bracing technical supplement Maximum allowable pipe horizontal load, F pw (lb) Hilti KCS-WF in 5,000 psi normal weight cracked concrete with Grade A36 threaded rod (or stronger) I Nominal Min. Min. Min. Hilti MQS-SP-L-1/2" and MOS-SP-T-1/2" Effective A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° dia. distance distance thickness I Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 4.100 1.580 0.870 1.850 1.520 2.320 3.440 3.710 2.620 2.140 1/2 1.63 3-1/2 5 5 192 387 543 349 312 298 232 174 246 302 Nominal Min. Min. Min. Tolco™ Fiaure 909 seismic brace Effective A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° dia. distance distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 2.490 1.080 0.950 1.360 1.650 1.400 1.830 2.220 2.710 1.920 1.570 1.400 3/8 1.11 2-3/4 3-1/2 5 161 279 300 244 173 240 232 202 122 173 211 236 1/2 1.63 3-1/2 5 5 283 485 519 425 299 417 408 359 213 301 368 412 5/8 1.90 4-3/4 5-3/4 5 372 658 708 571 408 560 532 452 286 404 494 553 3/4 1.83 4-1/4 5-1/2 5 351 622 670 539 386 529 503 427 270 382 467 523 Nominal Min. Min. Min. Tolco™ Fiaure 910 980 seismic brace : Effective A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° dia. distance distance thickness I Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 2.930 1.290 0.750 0.960 1.310 1.670 1.970 2.250 1.920 1.360 1.110 0.990 3/8 1.11 2-3/4 3-1/2 5 142 252 337 298 194 214 219 199 149 211 258 289 1/2 1.63 3-1/2 5 5 250 438 582 516 335 373 385 354 258 365 447 500 5/8 1.90 4-3/4 5-3/4 5 327 590 803 704 461 497 501 446 352 497 609 682 3/4 1.83 4-1/4 5-1/2 5 309 558 759 666 436 470 474 422 333 470 576 644 I Nominal Min. Min. Min. Afcon™ AF075 AF076/AF077 seismic brace ( Effective A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° dia. distance distance thickness I Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 2.520 1.070 1.380 1.620 1.420 2.250 2.750 1.940 1.590 1/2 1.63 3-1/2 5 5 280 487 421 302 414 346 211 299 365 Nominal Min. Min. Min. Afconr"' AF771 seismic brace I Effective A B C D E F G H I I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° dia. distance distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 4.170 2.000 0.960 1.970 2.380 2.960 1.930 1.360 1.110 1/2 1.63 3-1/2 5 5 189 331 516 272 292 269 257 365 447 5/8 1.90 4-3/4 5-3/4 5 241 438 704 368 385 339 351 497 609 3/4 1.83 4-1/4 5-1/2 5 227 414 666 348 364 320 332 470 576 I Nominal Min. Min. Min. Afcon™ AF700 seismic brace ' Effective A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° dia. distance distance thickness I Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 2.550 1.090 0.910 1.410 1.450 2.000 1.830 1.290 1.060 1/2 1.63 3-1/2 5 5 278 482 531 324 408 380 265 375 457 5/8 1.90 4-3/4 5-3/4 5 365 654 725 444 547 495 362 512 625 3/4 1.83 4-1/4 5-1/2 5 345 619 686 420 517 468 342 484 591 April 2021 20 Anchorage for seismic bracing technical supplement Maximum allowable pipe horizontal load, F pw (lb) Hilti KCS-WF in 6,000 psi normal weight cracked concrete with Grade A36 threaded rod (or stronger) Hilti MQS-SP-L-1/2" and MQS-SP-T-1/2" ! Nominal Effective Min. Min. Min. A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° dia. distance distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr l in in in in in 4.100 1.580 0.870 1.850 1.520 2.320 3.440 3.710 2.620 2.140 1/2 1.63 3-1/4 5 5 206 410 567 371 326 318 254 185 262 321 Nominal Min. Min. Min. Tolco™ Figure 909 seismic brace I Effective A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° dia. distance distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr I in in in in in 2.490 1.080 0.950 1.360 1.650 1.400 1.830 2.220 2.710 1.920 1.570 1.400 3/8 1.11 2-1/2 3-1/2 5 172 294 314 258 181 253 249 221 129 182 223 250 1/2 1.63 3-1/4 5 5 302 509 543 448 313 441 438 393 225 317 388 434 5/8 1.90 4-3/4 5-3/4 5 407 721 776 625 447 613 583 495 313 442 541 606 3/4 1.83 4-1/4 5-1/2 5 385 681 733 591 423 580 551 468 296 418 512 573 Nominal Min. Min. Min. Tolco™ Fiaure 910 980 seismic brace I Effective A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° dia. distance distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr I in in in in in 2.930 1.290 0.750 0.960 1.310 1.670 1.970 2.250 1.920 1.360 1.110 0.990 3/8 1.11 2-1/2 3-1/2 5 153 266 352 313 202 227 235 218 156 221 270 302 1/2 1.63 3-1/4 5 5 268 462 606 541 349 396 413 388 270 382 468 523 5/8 1.90 4-3/4 5-3/4 5 358 647 879 771 506 545 549 488 386 545 667 747 3/4 1.83 4-1/4 5-1/2 5 339 611 831 729 478 515 519 462 365 515 631 706 Nominal Min. Min. Min. Afcon™ AF075 AF076/AF077 seismic brace I Effective A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° dia. distance distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr [ in in in in in 2.520 1.070 1.380 1.620 1.420 2.250 2.750 1.940 1.590 1/2 1.63 3-1/4 5 5 300 512 444 316 437 372 223 315 385 Nominal Min. Min. Min. Afcon™ AF771 seismic brace i Effective A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° dia. distance distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr I in in In in in 4.170 2.000 0.960 1.970 2.380 2.960 1.930 1.360 1.110 1/2 1.63 3-1/4 5 5 204 352 541 286 312 295 270 382 468 5/8 1.90 4-3/4 5-3/4 5 264 480 771 403 421 371 385 545 667 3/4 1.83 4-1/4 5-1/2 5 249 453 729 381 398 351 363 515 631 Nominal Min. Min. Min. Afcon™ AF700 seismic brace I Effective A B C D E F G H I anchor embed. edge spacing concrete 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° dia. distance distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr ! in in in in in 2.550 1.090 0.910 1.410 1.450 2.000 1.830 1.290 1.060 1/2 1.63 3-1/4 5 5 297 507 555 338 432 409 277 392 479 5/8 1.90 4-3/4 5-3/4 5 400 717 795 487 599 542 396 561 685 3/4 1.83 4-1/4 5-1/2 5 378 678 751 460 567 512 374 530 647 April 2021 21 Anchorage for seismic bracing technical supplement Maximum allowable pipe horizontal load, F pw (lb) Hilti KCM-WF and KCM-PD in 3,000 psi normal weight cracked concrete 1 Nominal Min. Min. Hilti MOS-SP-L-1/2" and MQS-SP-T-1/2" Min. edge A B C D E F G H Anchor size rod distance spacing concrete 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° diameter distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 4.100 1.580 0.870 1.850 1.520 2.320 3.440 3.710 2.620 3/8 -1/2 1/2 4-1/4 5 5 151 318 457 285 263 241 180 142 201 3/8 -1/2 -5/8 1/2 (1) 5-1/4 6-1/4 5 211 445 641 399 368 338 251 199 282 3/8 -1/2 -5/8 -3/4 1/2 (l) 7-1/2 9 5 376 777 1107 698 636 593 448 348 493 Tolco™ Fio ure 909 seismic brace Nominal Min. edge Min. Min. A B C D E F G H Anchor size rod distance spacing concrete 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° so•-14• diameter distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 2.490 1.080 0.950 1.360 1.650 1.400 1.830 2.220 2.710 1.920 1.570 1/4 -3/8 3/8 3 3-1/2 5 130 231 248 200 143 196 187 158 100 142 173 3/8 -1/2 1/2 4-1/4 5 5 229 405 436 351 251 345 327 278 176 249 304 3/8 -1/2 -5/8 1/2(1) 5-1/4 6-1/4 5 320 567 610 492 352 483 459 390 246 348 426 5/8 5-1/4 6-1/4 5 320 567 610 492 352 483 459 390 246 348 426 112<1> 7-1/2 9 5 562 984 1057 856 609 841 807 695 429 606 742 3/8 -1/2 -5/8 -3/4 5/8111 11-3/4 9 5 618 1169 1273 993 734 972 843 695 498 703 860 3/4 16-1/2 9 5 619 1272 1397 1067 805 1042 843 695 535 755 924 I Nominal Min. Min. Tolco™ FiQure 910/980 seismic brace Anchor size rod Min. edge spacing concrete A B C D E F G H diameter distance distance thickness 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° so•-14• I Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 2.930 1.290 0.750 0.960 1.310 1.670 1.970 2.250 1.920 1.360 1.110 1/4 -3/8 3/8 3 3-1/2 5 115 207 281 247 162 174 176 156 123 174 214 3/8 -1/2 1/2 4-1/4 5 5 201 363 494 433 284 306 308 274 217 306 375 3/8 -1/2 -5/8 1/2 (1) 5-1/4 6-1/4 5 282 509 692 607 398 429 432 384 303 429 525 5/8 5-1/4 6-1/4 5 282 509 692 607 398 429 432 384 303 429 525 1/2 <1> 7-1/2 9 5 496 885 1193 1051 686 749 761 685 525 742 909 3/8 -1/2 -5/8 -3/4 5/8 ll) 11-3/4 9 5 526 1032 1476 1264 848 851 783 685 632 893 1094 3/4 16-1/2 9 5 526 1111 1645 1386 944 905 783 685 693 979 1199 Nominal Min. Min. Afcon™ AF075/AF076/AF077 seismic brace Min. edge A B C D E F G H I Anchor size rod distance spacing concrete 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° diameter distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 2.520 1.070 1.380 1.620 1.420 2.250 2.750 1.940 1.590 3/8 -1/2 1/2 4-1/4 5 5 227 407 348 254 341 274 174 247 302 3/8 -1/2 -5/8 1/211) 5-1/4 6-1/4 5 317 570 487 355 478 384 244 346 422 3/8 -1/2 -5/8 -3/4 1/2(1) 7-1/2 9 5 557 989 848 615 833 682 425 602 736 Nominal Afcon™ AF771 seismic brace Min. edge Min. Min. A B C D E F G H I Anchor size rod distance spacing concrete 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° diameter distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 4.170 2.000 0.960 1.970 2.380 2.960 1.930 1.360 1.110 3/8 -1/2 1/2 4-1/4 5 5 148 269 433 227 237 209 216 306 375 3/8 -1/2 -5/8 1/211) 5-1/4 6-1/4 5 207 377 607 317 332 292 303 429 525 5/8 5-1/4 6-1/4 5 207 377 607 317 332 292 303 429 525 1/211) 7-1/2 9 5 370 661 1051 551 582 521 524 742 909 3/8 -1/2 -5/8 -3/4 5/811) 11-3/4 9 5 370 739 1264 651 642 521 630 893 1094 3/4 16-1/2 9 5 370 771 1385 706 648 521 690 979 1199 Nominal Min. Min. Afcon™ AF700 seismic brace Min. edge A B C D E F G H I Anchor size rod distance spacing concrete 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° diameter distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 2.550 1.090 0.910 1.410 1.450 2.000 1.830 1.290 1.060 3/8 -1/2 1/2 4-1/4 5 5 225 403 446 274 337 305 223 315 385 3/8 -1/2 -5/8 1/211) 5-1/4 6-1/4 5 314 564 625 383 472 426 312 441 539 5/8 5-1/4 6-1/4 5 314 564 625 383 472 426 312 441 539 1/211) 7-1/2 9 5 552 978 1081 661 822 751 539 764 932 3/8 -1/2 -5/8 -3/4 5/8111 11-3/4 9 5 605 1161 1309 811 947 771 652 924 1127 3/4 16-1/2 9 5 605 1263 1440 898 1014 771 717 1017 1239 1 Only ASTM A193 Grade 87, ASTM A325, or ASTM F1554 Grade 105 threaded rod is permitted with smaller interior thread diameter. A36 threaded rod (or stronger) can be used with largest thread diameter per insert. April 2021 I 60°-90° Pr 2.140 247 345 604 I 75°-90° Pr 1.400 194 340 477 477 830 963 1035 I 75°-90° Pr 0.990 239 420 587 587 1017 1224 1343 I I 22 i I Anchorage for seismic bracing technical supplement Maximum allowable pipe horizontal load, Fpw (lb) Hilti KCM-WF and KCM-PD in 4,000 psi normal weight cracked concrete 1 Nominal Min. Min. Hilti MQS-SP-L-1/2" and MQS-SP-T-1/2" Min. edge A B C D E F G H Anchor size rod distance spacing concrete 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° diameter distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 4.100 1.580 0.870 1.850 1.520 2.320 3.440 3.710 2.620 3/8 -1/2 1/2 4-1/4 5 5 174 367 528 329 303 279 207 164 232 3/8 -1/2 -5/8 1/2(1) 5 6-1/4 5 244 514 740 461 425 390 290 230 326 3/8 -1/2 -5/8 -3/4 1/2(1) 6-1/2 9 5 425 853 1190 770 684 658 518 384 544 Tolco™ Fi~ ure 909 seismic brace Nominal Min. edge Min. Min. A B C D E F G H Anchor size rod distance spacing concrete 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-14° diameter distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr I in in in in in 2.490 1.080 0.950 1.360 1.650 1.400 1.830 2.220 2.710 1.920 1.570 1/4 -3/8 3/8 3 3-1/2 5 150 266 287 231 165 227 215 183 116 164 200 3/8 -1/2 1/2 4-1/4 5 5 264 468 503 405 290 398 378 321 203 287 351 3/8 -1/2 -5/8 1/2!1) 5 6-1/4 5 370 655 705 568 406 557 529 450 285 402 492 5/8 5 6-1/4 5 370 655 705 568 406 557 529 450 285 402 492 1/2 (l) 6-1/2 9 5 626 1066 1139 935 657 919 904 802 469 662 810 3/8 -1/2 -5/8 -3/4 5/8 (l) 10-1/4 9 5 696 1286 1395 1101 804 1078 973 802 552 779 953 3/4 16-1/2 9 5 715 1469 1613 1232 929 1204 973 802 618 872 1067 Nominal Min. Min. Tolco™ Fiaure 910/980 seismic brace Min. edge A B C D E F G H Anchor size rod distance spacing concrete 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-14° diameter distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr I in in in in in 2.930 1.290 0.750 0.960 1.310 1.670 1.970 2.250 1.920 1.360 1.110 1/4 -3/8 3/8 3 3-1/2 5 132 239 325 285 187 201 203 181 143 201 247 3/8 -1/2 1/2 4-1/4 5 5 232 419 570 500 328 354 356 317 250 353 433 3/8 · 1/2 -5/8 112111 5 6-1/4 5 326 587 799 701 459 495 499 444 350 495 606 5/8 5 6-1/4 5 326 587 799 701 459 495 499 444 350 495 606 112<1) 6-1/2 9 5 554 965 1275 1133 733 823 853 791 567 801 981 3/8 -1/2 -5/8 -3/4 5/8 (l) 10-1/4 9 5 608 1142 1605 1386 922 949 904 791 693 979 1199 3/4 16-1/2 9 5 608 1283 1899 1601 1090 1045 904 791 800 1130 1385 Anchor size Min. A B C D E F G H I Afcon™ AF075/AF076/AF077 seismic brace Nominal rod diameter Min. edge distance Min. spacing distance concrete 30°-44° 45°-59° 50°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° thickness 1----------1-----'-'-----'--'---'--'--+----+----+-----t----------r----~ ~ ~ ~ ~ ~ ~ ~ ~ in In in in in 2.520 1.070 1.380 1.620 1.420 2.250 2.750 1.940 1.590 3/8 -1/2 1/2 4-1/4 5 5 262 470 402 293 394 317 201 285 348 3/8 -1/2 -5/8 1/2 (1) 6-1/4 5 366 658 563 410 552 444 282 399 488 3/8 • 1/2 · 5/8 · 3/4 1/2(1) 6-1/2 9 5 620 1071 927 663 910 767 464 658 804 Afcon™ AF771 seismic brace Nominal Min. edge Min. Min. A B C D E F G H I Anchor size rod distance spacing concrete 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° diameter distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 4.170 2.000 0.960 1.970 2.380 2.960 1.930 1.360 1.110 3/8 -1/2 1/2 4-1/4 5 5 171 311 500 262 273 241 249 353 433 3/8 • 1/2 · 5/8 1;2<11 5 6-1/4 5 239 436 701 367 383 337 349 495 606 5/8 5 6-1/4 5 239 436 701 367 383 337 349 495 606 1/211) 6-1/2 9 5 419 730 1133 598 646 602 565 801 981 3/8 -1/2 -5/8 -3/4 5/811) 10-1/4 9 5 427 828 1386 718 722 602 691 979 1199 3/4 16-1/2 9 5 427 890 1599 816 748 602 797 1130 1385 Afcon™ AF700 seismic brace Nominal Min. edge Min. Min. A B C D E F G H I Anchor size rod distance spacing concrete 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° diameter distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 2.550 1.090 0.910 1.410 1.450 2.000 1.830 1.290 1.060 3/8 · 1/2 1/2 4-1/4 5 5 259 465 515 316 389 352 257 364 444 3/8 -1/2 -5/8 1/2 (l) 5 6-1/4 5 363 651 722 442 545 492 360 510 622 5/8 5 6-1/4 5 363 651 722 442 545 492 360 510 622 1/211) 6-1/2 9 5 615 1060 1164 709 900 843 581 822 1004 3/8 · 1/2 · 5/8 · 3/4 5/8!l) 10-1/4 9 5 682 1278 1433 884 1052 890 714 1012 1234 3/4 16-1/2 9 5 698 1459 1663 1037 1171 890 828 1174 1431 1 Only ASTM A193 Grade B7, ASTM A325, or ASTM F1554 Grade 105 threaded rod is permitted with smaller interior thread diameter. A36 threaded rod (or stronger) can be used with largest thread diameter per insert. r 1 I 60°-90° Pr 2.140 285 399 666 I 75°-90° Pr 1.400 224 393 551 551 906 1067 1195 I 75°-90° Pr 0.990 276 484 678 678 1097 1342 1550 I [ April 2021 23 Anchorage for seismic bracing technical supplement Maximum allowable pipe horizontal load, Fpw (lb) Hilti KCM-WF and KCM-PD in 5,000 psi normal weight cracked concrete 1 Nominal Min. Min. Hilti MQS-SP-L-1/2" and MQS-SP-T-1/2" Min. edge A B C D E F G H Anchor size rod distance spacing concrete 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° diameter distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 4.100 1.580 0.870 1.850 1.520 2.320 3.440 3.710 2.620 3/8 -1/2 1/2 4-1/4 5 5 194 411 591 368 339 312 232 184 260 3/8 -1/2 -5/8 1/2(1) 5 6-1/4 5 272 575 827 515 475 436 325 257 364 3/8 -1/2 -5/8 -3/4 112<1> 5-3/4 9 5 465 914 1254 828 721 712 579 413 585 Nominal Min. Min. Tolco™ Fie ure 909 seismic brace Min. edge A B C D E F G H Anchor size rod distance spacing concrete 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° diameter distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr I in in in in in 2.490 1.080 0.950 1.360 1.650 1.400 1.830 2.220 2.710 1.920 1.570 1/4 -3/8 3/8 3 3-1/2 5 168 298 321 258 185 253 241 205 129 183 224 3/8 -1/2 1/2 4-1/4 5 5 295 523 563 453 324 445 423 359 227 321 393 3/8 -1/2 -5/8 1/2 (l) 5 6-1/4 5 413 732 788 635 454 623 592 503 318 449 550 5/8 5 6-1/4 5 413 732 788 635 454 623 592 503 318 449 550 1/2(1) 5-3/4 9 5 678 1130 1204 998 694 981 984 897 500 706 864 3/8 -1/2 -5/8 -3/4 5/8 (1) 9-1/4 9 5 761 1381 1493 1189 861 1165 1083 897 596 841 1029 3/4 16 9 5 800 1598 1750 1346 1008 1316 1088 897 675 953 1166 Nominal Min. Min. TolcoTM Fiqure 910/980 seismic brace Min. edge A B C D E F G H Anchor size rod distance spacing concrete 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° I diameter distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 2.930 1.290 0.750 0.960 1.310 1.670 1.970 2.250 1.920 1.360 1.110 1/4 -3/8 3/8 3 3-1/2 5 148 267 363 319 209 225 227 202 159 225 276 3/8 -1/2 1/2 4-1/4 5 5 260 469 638 559 367 395 398 354 280 395 484 3/8 -1/2 -5/8 1/2!1) 5 6-1/4 5 364 657 893 783 513 554 557 496 392 553 678 5/8 5 6-1/4 5 364 657 893 783 513 554 557 496 392 553 678 1/2 (l) 5-3/4 9 5 603 1028 1339 1198 770 883 931 885 599 846 1037 3/8 -1/2 -5/8 -3/4 5/8<1> 9-1/4 9 5 667 1231 1706 1484 981 1030 1011 885 742 1048 1284 3/4 16 9 5 679 1401 2050 1737 1177 1146 1011 885 869 1227 1503 Nominal Min. Min. Afcon™ AF075 'AF076/AF077 seismic brace Min. edge A B C D E F G H I Anchor size rod distance spacing concrete 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° diameter distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 2.520 1.070 1.380 1.620 1.420 2.250 2.750 1.940 1.590 3/8 -1/2 1/2 4-1/4 5 5 293 526 449 328 441 354 225 319 390 3/8 -1/2 -5/8 1/2111 5 6-1/4 5 410 736 629 459 617 496 315 446 545 3/8 -1/2 -5/8 -3/4 1/2(1) 5-3/4 9 5 672 1135 989 700 973 839 496 702 858 Nominal Min. Min. Afcon™ AF771 seismic brace Min. edge A B C D E F G H I Anchor size rod distance spacing concrete 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° so0 -90° 30°-44° 45°-59° 60°-90° diameter distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 4.170 2.000 0.960 1.970 2.380 2.960 1.930 1.360 1.110 3/8 -1/2 1/2 4-1/4 5 5 191 348 559 293 306 269 279 395 484 3/8 -1/2 -5/8 112111 5 6-1/4 5 268 487 783 410 428 377 391 553 678 5/8 5 6-1/4 5 268 487 783 410 428 377 391 553 678 11211> 5-3/4 9 5 459 787 1198 635 700 672 597 846 1037 3/8 -1/2 -5/8 -3/4 5/8<11 9-1/4 9 5 477 902 1484 772 788 673 740 1048 1284 3/4 16 9 5 477 989 1737 888 837 673 865 1227 1503 Nominal Min. Min. Afcon™ AF700 seismic brace Min. edge A B C D E F G H I Anchor size rod distance spacing concrete 30°-44° 45°-59° so0-90° 30°-44° 45°-59° so0-90° 30°-44° 45°-59° 60°-90° diameter distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 2.550 1.090 0.910 1.410 1.450 2.000 1.830 1.290 1.060 3/8 -1/2 1/2 4-1/4 5 5 290 520 576 353 435 393 287 407 497 3/8 -1/2 -5/8 1/2 111 5 6-1/4 5 406 728 807 494 609 551 402 570 695 5/8 5 6-1/4 5 406 728 807 494 609 551 402 570 695 1/2111 5-3/4 9 5 666 1124 1229 746 962 920 613 868 1060 3/8 -1/2 -5/8 -3/4 5/8<11 9-1/4 9 5 747 1373 1531 942 1138 995 763 1081 1319 3/4 16 9 5 781 1587 1803 1122 1281 995 898 1273 1552 1 Only ASTM A193 Grade 87, ASTM A325, or ASTM F1554 Grade 105 threaded rod is permitted with smaller interior thread diameter. A36 threaded rod (or stronger) can be used with largest thread diameter per insert. April 2021 I 60°-90° Pr 2.140 318 446 716 I 75°-90° Pr 1.400 250 440 615 615 967 1152 1305 I 75°-90° Pr 0.990 308 542 758 758 1159 1437 1682 I ' I 24 Anchorage for seismic bracing technical supplement Maximum allowable pipe horizontal load, F pw (lb) Hilti KCM-WF and KCM-PD in 6,000 psi normal weight cracked concrete 1 Hilti MQS-SP-L-1/2" and MQS-SP-T-1/2" Nominal Min. edge Min. Min. A B C D E F G H Anchor size rod distance spacing concrete 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° diameter distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 4.100 1.580 0.870 1.850 1.520 2.320 3.440 3.710 2.620 3/8 • 1/2 1/2 4-1/4 5 5 213 450 647 403 372 341 254 201 285 3/8 · 1/2 • 5/8 1/2 (l) 5 6-1/4 5 298 630 905 564 520 478 356 282 399 3/8 • 1/2 • 5/8 · 3/4 1/2(1) 5-1/4 9 5 500 964 1306 877 751 758 634 438 620 Nominal Min. Min. Tolco™ Fiaure 909 seismic brace Min. edge A B C D E F G H Anchor size rod distance spacing concrete 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° diameter distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr t in in in in in 2.490 1.080 0.950 1.360 1.650 1.400 1.830 2.220 2.710 1.920 1.570 1/4 -3/8 3/8 3 3-1/2 5 184 326 351 283 202 278 264 224 142 200 245 3/8 -1/2 1/2 4-1/4 5 5 323 573 616 497 355 487 463 393 249 352 430 3/8 • 1/2 -5/8 1/2Cl) 5 6-1/4 5 453 802 863 695 498 683 648 551 349 492 602 5/8 5 6-1/4 5 453 802 863 695 498 683 648 551 349 492 602 1/2 (l) 5-1/4 9 5 722 1182 1256 1050 724 1032 1053 982 526 743 909 3/8 • 1/2 • 5/8 -3/4 5/8 (l) 8-1/4 9 5 817 1460 1574 1263 908 1239 1168 982 633 894 1094 3/4 14-1/2 9 5 876 1705 1862 1442 1073 1411 1192 982 723 1021 1249 r Tolco™ Figure 910/980 seismic brace Nominal Min. edge Min. Min. A B C D E F G H Anchor size rod distance spacing concrete 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° diameter distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr I in in in in in 2.930 1.290 0.750 0.960 1.310 1.670 1.970 2.250 1.920 1.360 1.110 1/4 -3/8 3/8 3 3-1/2 5 162 293 398 349 229 247 248 221 175 247 302 3/8 -1/2 1/2 4-1/4 5 5 285 513 699 613 402 433 436 388 306 433 530 3/8 -1/2 -5/8 1/2(1) 5 6-1/4 5 399 719 978 858 562 606 611 544 429 606 743 5/8 5 6-1/4 5 399 719 978 858 562 606 611 544 429 606 743 1/2111 5-1/4 9 5 644 1080 1389 1250 799 933 997 969 625 883 1082 3/8 -1/2 -5/8 -3/4 5/8 (l) 8-1/4 9 5 718 1307 1790 1565 1029 1098 1099 969 782 1105 1354 3/4 14-1/2 9 5 744 1500 2172 1849 1247 1231 1107 969 925 1306 1600 Nominal Min. Min. Afcon™ AF075/AF076/AF077 seismic brace Min. edge A B C D E F G H I Anchor size rod distance spacing concrete 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° diameter distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 2.520 1.070 1.380 1.620 1.420 2.250 2.750 1.940 1.590 3/8 -1/2 1/2 4-1/4 5 5 320 576 492 359 483 388 247 349 427 3/8 -1/2 -5/8 1/2(1) 5 6-1/4 5 449 806 689 503 676 544 345 489 598 3/8 -1/2 -5/8 -3/4 112 111 5-1/4 9 5 716 1188 1041 730 1025 901 522 739 903 Nominal Min. Min. Afcon™ AF771 seismic brace Min. edge A B C D E F G H I Anchor size rod distance spacing concrete 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° diameter distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 4.170 2.000 0.960 1.970 2.380 2.960 1.930 1.360 1.110 3/8 -1/2 1/2 4-1/4 5 5 209 381 613 321 335 295 306 433 530 3/8 -1/2 -5/8 1/2 (1) 5 6-1/4 5 293 534 858 449 469 413 428 606 743 5/8 5 6-1/4 5 293 534 858 449 469 413 428 606 743 11211> 5-1/4 9 5 493 835 1250 665 745 724 624 883 1082 3/8 • 1/2 -5/8 -3/4 5/811> 8-1/4 9 5 523 965 1565 817 846 737 780 1105 1354 3/4 14-1/2 9 5 523 1066 1849 949 916 737 921 1306 1600 Afcon™ AF700 seismic brace Nominal Min. edge Min. Min. A B C D E F G H I Anchor size rod distance spacing concrete 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° diameter distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in in 2.550 1.090 0.910 1.410 1.450 2.000 1.830 1.290 1.060 3/8 -1/2 1/2 4-1/4 5 5 318 570 631 387 476 431 315 446 544 3/8 -1/2 • 5/8 1/2 (l) 5 6-1/4 5 445 798 884 542 667 603 441 624 762 5/8 5 6-1/4 5 445 798 884 542 667 603 441 624 762 1/2 (l) 5-1/4 9 5 710 1177 1281 776 1013 986 639 905 1105 3/8 -1/2 -5/8 -3/4 5/8<1> 8-1/4 9 5 802 1452 1613 990 1210 1085 804 1139 1390 3/4 14-1/2 9 5 855 1694 1917 1190 1374 1090 955 1353 1651 1 Only ASTM A193 Grade 87, ASTM A325, or ASTM F1554 Grade 105 threaded rod is permitted with smaller interior thread diameter. A36 threaded rod (or stronger) can be used with largest thread diameter per insert. I 60°-90° Pr 2.140 349 488 759 I 75°-90° Pr 1.400 274 482 674 674 1017 1224 1399 I 75°-90° Pr 0.990 338 593 831 831 1210 1515 1791 I I i April 2021 25 Anchorage for seismic bracing technical supplement Maximum allowable pipe horizontal load, Fpw (lb) Hilti KCM-MD in the soffit of 3,000 psi or 4,000 psi lightweight concrete over metal deck 2-in W-deck profiles 2 Hilti MQS-SP-L-1/2" and MQS-SP-T-1/2" 1 Nominal Min. edge Min. Min. 3 000 psi 4 000 psi Anchor size rod spacing concrete A B C A B C diameter distance distance thickness 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° Pr Pr Pr Pr Pr Pr Pr in in in in in 4.100 1.580 0.870 1.850 4.100 1.580 0.870 3/8 -1/2 1/2 11/16 6 2-1/2 116 283 437 250 135 317 479 3/8 -1/2 -5/8 1/2 718 7-1/2 3-1/4 134 332 517 292 154 372 570 1 Anchor may be placed in upper or lower flute. Prying factors noted assume the seismic swivel brace has its full bearing area in contact with the metal deck. Tolco™ Fiaure 909 seismic brace Nominal Min. edge Min. Min. 3 000 psi 4 000 psi Anchor size rod spacing concrete A B C A B diameter distance distance thickness 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° Pr Pr Pr Pr Pr Pr Pr in in in in in 2.490 1.100 1.050 1.360 2.490 1.100 1.050 1/4 -3/8 3/8 1-1/8 5-1/2 2-1/2 145 288 297 245 168 319 329 3/8 · 1/2 3/8 1-1/8 6 2-1/2 188 346 357 299 211 380 391 1/2 1-1/8 6 2-1/2 192 372 384 318 221 411 424 3/8 -1/2 -5/8 1/2 1-1/8 7-1/2 3-1/4 220 438 453 373 254 486 502 5/8 1-1/8 7-1/2 3-1/4 220 441 456 376 254 490 506 5/8 -3/4 5/8 1-1/8 7-1/2 3-1/4 220 423 438 363 252 468 483 3/4 1-1/8 7-1/2 3-1/4 220 441 456 376 254 490 506 Tolco™ Fiaure 910 '980 seismic brace Nominal Min. edge Min. Min. 3 000 psi 4 000 psi Anchor size rod spacing concrete A B C A B diameter distance distance thickness 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° Pr Pr Pr Pr Pr Pr Pr in in in in In 3.070 1.320 0.960 1.070 3.070 1.320 0.960 1/4 -3/8 3/8 1-1/8 6 2-1/2 118 251 317 293 136 280 350 3/8 -1/2 3/8 1-1/8 6 2-1/2 156 305 378 352 178 337 413 1/2 1-1/8 6 2-1/2 156 325 409 379 180 362 450 3/8 -1/2 -5/8 1/2 1-1/8 7-1/2 3-1/4 178 382 483 447 206 426 534 5/8 1-1/8 7-1/2 3-1/4 178 384 487 450 206 429 538 5/8 -3/4 5/8 1-1/8 7-1/2 3-1/4 178 371 465 432 206 412 512 3/4 1-1/8 7-1/2 3-1/4 178 384 487 450 206 429 538 Afcon™ AF075/AF076'AF077 seismic brace Nominal Min. edge Min. Min. 3 000 psi 4 000 psi : Anchor size rod spacing concrete A B C A B C diameter distance distance thickness 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° Pr Pr Pr Pr Pr Pr in in in in in 2.520 1.160 1.380 2.520 1.160 1.380 3/8 -1/2 1/2 1-1/4 6 2-1/2 190 358 315 218 396 350 Afcon™ AF771 seismic brace Nominal Min. edge Min. Min. 3 000 psi 4 000 psi Anchor size rod spacing concrete A B C A B C diameter distance distance thickness 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° Pr Pr Pr Pr Pr Pr in in in in in 4.170 2.000 0.960 4.170 2.000 0.960 3/8 -1/2 1/2 1-1/4 6 2-1,2 114 235 409 132 264 450 3/8 -1/2 -5/8 1/2 1-1/4 7-1/2 3-1/4 131 274 483 152 308 534 5/8 1-1/4 7-1/2 3-1 4 131 274 487 152 310 538 5/8 -3/4 5/8 1-1/4 7-1/2 3-1,4 131 268 465 152 301 512 3/4 1-1/4 7-1/2 3-1 4 131 274 487 152 310 538 Afcon™ AF700 seismic brace ' Nominal Min. edge Min. Min. 3 000 osi 4 000 psi Anchor size rod spacing concrete A B C A B C diameter distance distance thickness 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° Pr Pr Pr Pr Pr Pr in in in in in 2.550 1.090 1.140 2.550 1.090 1.140 3/8 -1/2 1/2 11/4 6 2-1/2 187 374 362 216 413 401 3/8 -1/2 -5/8 1/2 11/4 8 3-1/4 215 441 427 248 489 474 5/8 11/4 8 3-1/4 215 444 430 248 493 477 5/8 -3/4 5/8 11/4 8 3-1/4 215 426 413 247 471 457 3/4 11/4 8 3-1/4 215 444 430 248 493 477 2 Only ASTM A193 Grade B7, ASTM A325, or ASTM F1554 Grade 105 threaded rod is permitted with smaller interior thread diameter. A36 threaded rod (or stronger) can be used with largest thread diameter per insert. April 2021 C C I I 75°-90° Pr 1.850 280 328 ! I 75°-90° Pr 1.360 273 330 354 416 419 403 419 I I 75°-90° Pr 1.070 325 386 419 495 499 477 499 26 1=11 s;w Anchorage for seismic bracing technical supplement Maximum allowable pipe horizontal load, F pw (lb) Hilti KCC-WF in 3,000 psi normal weight cracked concrete Hilti MQS-SP-L-1/2" and MQS-SP-T-1/2" ·r Nominal Min. edge Min. Min. A B C D E F G H I rod distance spacing concrete 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° diameter distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in 4.100 1.580 0.870 1.850 1.520 2.320 3.440 3.710 2.620 2.140 1/2 5-1/4 6-1/4 5 211 445 641 399 368 338 251 199 282 345 Nominal Min. Min. Tolco™ Fiaure 909 seismic brace ! Min. edge A B C D E F G H I rod distance spacing concrete 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° so0-14° 75°-90° diameter distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in 2.490 1.080 0.950 1.360 1.650 1.400 1.830 2.220 2.710 1.920 1.570 1.400 3/8 4-1/4 5 5 229 405 436 351 251 345 327 278 176 249 304 340 1/2 5-1/4 6-1/4 5 320 567 610 492 352 483 459 390 246 348 426 477 Nominal Min. Min. Tolco™ Fiaure 910/980 seismic brace i Min. edge A B C D E F G H I rod distance spacing concrete 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-14° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° diameter distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in 2.930 1.290 0.750 0.960 1.310 1.670 1.970 2.250 1.920 1.360 1.110 0.990 3/8 4-1/4 5 5 201 363 494 433 284 306 308 274 217 306 375 420 1/2 5-1/4 6-1/4 5 282 509 692 607 398 429 432 384 303 429 525 587 Nominal Min. Min. Afcon™ AF075/AF076/AF077 seismic brace Min. edge A B C D E F G H I rod distance spacing concrete 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° so0-90° diameter distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in 2.520 1.070 1.380 1.620 1.420 2.250 2.750 1.940 1.590 1/2 5-1/4 6-1/4 5 317 570 487 355 478 384 244 346 422 Nominal Min. Min. Afcon™ AF771 seismic brace Min. edge A B C D E F G H I rod distance spacing concrete 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° diameter distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in 4.170 2.000 0.960 1.970 2.380 2.960 1.930 1.360 1.110 1/2 5-1/4 6-1/4 5 207 377 607 317 332 292 303 429 525 Nominal Min. Min. Afcon™ AF700 seismic brace i Min. edge A B C D E F G H I rod distance spacing concrete 30°-44° 45°-59° so0-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° diameter distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in 2.550 1.090 0.910 1.410 1.450 2.000 1.830 1.290 1.060 1/2 5-1/4 6-1/4 5 314 564 625 383 472 426 312 441 539 April 2021 27 , 1=1·1 S;1 Anchorage for seismic bracing technical supplement Maximum allowable pipe horizontal load, F pw (lb) Hilti KCC-WF in 4,000 psi normal weight cracked concrete I Nominal Hilti MQS-SP-L-1/2" and MOS-SP-T-1/2" I Min. edge Min. Min. A B C D E F G H I rod distance spacing concrete 30°-44° 45°-59° 60°-14° 75°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° diameter distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in 4.100 1.580 0.870 1.850 1.520 2.320 3.440 3.710 2.620 2.140 1/2 5 6-1/4 5 244 514 740 461 425 390 290 230 326 399 1 Nominal Min. Min. Tolco™ Fioure 909 seismic brace ! Min. edge A B C D E F G H I rod distance spacing concrete 30°-44° 45°-59° 60°-14° 75°-90° 30°-44° 45°-59° 60°-14° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° diameter distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr I in in in in 2.490 1.080 0.950 1.360 1.650 1.400 1.830 2.220 2.710 1.920 1.570 1.400 3/8 4-1/4 5 5 264 468 503 405 290 398 378 321 203 287 351 393 1/2 5 6-1/4 5 370 655 705 568 406 557 529 450 285 402 492 551 I Tolco™ Fiaure 910/980 seismic brace Nominal Min. edge Min. Min. A B C D E F G H I rod distance spacing concrete 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° diameter distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in 2.930 1.290 0.750 0.960 1.310 1.670 1.970 2.250 1.920 1.360 1.110 0.990 3/8 4-1/4 5 5 232 419 570 500 328 354 356 317 250 353 433 484 1/2 5 6-1/4 5 326 587 799 701 459 495 499 444 350 495 606 678 I Nominal Afcon™ AF075 'AF076/AF077 seismic brace I Min. edge Min. Min. A B C D E F G H I rod distance spacing concrete 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° diameter distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in 2.520 1.070 1.380 1.620 1.420 2.250 2.750 1.940 1.590 1/2 5 6-1/4 5 366 658 563 410 552 444 282 399 488 I Nominal Min. Min. Afcon™ AF771 seismic brace Min. edge A B C D E F G H I rod distance spacing concrete 30°-44° 45°-59° 60°.90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° diameter distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in 4.170 2.000 0.960 1.970 2.380 2.960 1.930 1.360 1.110 1/2 5 6-1/4 5 239 436 701 367 383 337 349 495 606 Nominal Min. Min. Afcon™ AF700 seismic brace i Min. edge A B C D E F G H I rod distance spacing concrete 30°-44° 45°-59° 60°.90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° diameter distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in 2.550 1.090 0.910 1.410 1.450 2.000 1.830 1.290 1.060 1/2 5 6-1/4 5 363 651 722 442 545 492 360 510 622 April 2021 28 1:11 s;w Anchorage for seismic bracing technical supplement Maximum allowable pipe horizontal load, F pw (lb) Hilti KCC-WF in 5,000 psi normal weight cracked concrete Nominal Min. Min. Hilti MQS-SP-L-1/2" and MQS-SP-T-1/2" ; Min. edge A B C D E F G H I rod distance spacing concrete 30°-44° 45°-59° so0 -74° 75°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° diameter distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in 4.100 1.580 0.870 1.850 1.520 2.320 3.440 3.710 2.620 2.140 1/2 5 6-1/4 5 272 568 813 510 467 432 325 254 360 441 Nominal Min. Min. Tolco™ Fioure 909 seismic brace Min. edge A B C D E F G H I rod distance spacing concrete 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° so0-74° 75°-90° diameter distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in 2.490 1.080 0.950 1.360 1.650 1.400 1.830 2.220 2.710 1.920 1.570 1.400 3/8 4-1/4 5 5 295 522 561 452 324 444 422 359 227 320 392 439 1/2 5 6-1/4 5 410 721 776 627 447 615 588 503 314 444 543 608 Nominal Min. Min. Tolco™ Fioure 910/980 seismic brace Min. edge A B C D E F G H I rod distance spacing concrete 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° diameter distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in 2.930 1.290 0.750 0.960 1.310 1.670 1.970 2.250 1.920 1.360 1.110 0.990 3/8 4-1/4 5 5 260 468 636 558 366 395 398 354 279 394 483 540 1/2 5 6-1/4 5 361 648 877 771 504 547 554 496 386 545 667 746 Afcon™ AF075/AF076/AF077 seismic brace Min. A B C D E F G H I Nominal rod diameter Min. edge distance Min. spacing distance concrete 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° thickness 1---''-'--P-r---+--'-P-r--'---+-'--P-r~-+--P-r --+---P-r--+---P-r---+---P-r--+--P-r--+--Pr-- in in in in 2.520 1.070 1.380 1.620 1.420 2.250 2.750 1.940 1.590 1/2 5 6-1/4 5 406 725 621 452 610 496 311 441 539 Afcon™ AF771 seismic brace ! Nominal Min. edge Min. Min. A B C D E F G H I rod distance spacing concrete 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° so0-90° 30°-44° 45°-59° 60°-90° diameter distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in 4.170 2.000 0.960 1.970 2.380 2.960 1.930 1.360 1.110 1/2 5 6-1/4 5 268 482 771 404 424 377 384 545 667 Nominal Min. Min. Afcon™ AF700 seismic brace Min. edge A B C D E F G H I rod distance spacing concrete 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° so0-90° 30°-44° 45°-59° 60°-90° diameter distance thickness Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in 2.550 1.090 0.910 1.410 1.450 2.000 1.830 1.290 1.060 1/2 5 6-1/4 5 403 717 794 486 601 547 396 561 684 April 2021 I 29 Anchorage for seismic bracing technical supplement Maximum allowable pipe horizontal load, Fpw (lb) Hilti KCC-WF in 6,000 psi normal weight cracked concrete Nominal Min. Min. Hilti MQS-SP-L-1/2" and MQS-SP-T-1/2" j rod Min. edge spacing concrete A B C D E F G H I diameter distance distance thickness 30°-44° 45°-59° 60°-14° 75°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° Pr Pr Pr Pr !;Ir Pr Pr Pr Pr Pr in in in in 4.100 1.580 0.870 1.850 1.520 2.320 3.440 3.710 2.620 2.140 1/2 4-3/4 6-1/4 5 296 604 852 543 490 463 356 271 384 470 Tolco™ Fie ure 909 seismic brace ! Nominal Min. edge Min. Min. A B C D E F G H I rod spacing concrete diameter distance distance thickness 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr in In in in 2.490 1.080 0.950 1.360 1.650 1.400 1.830 2.220 2.710 1.920 1.570 1.400 3/8 3-3/4 5 5 316 550 590 479 ,340 471 454 393 240 339 415 465 1/2 4-3/4 6-1/4 5 439 760 815 664 470 652 632 551 333 470 575 643 Nominal Min. Min. Tolco™ Figure 910/980 seismic brace rod Min. edge spacing concrete A B C D E F G H I diameter distance distance thickness 30°-44° 45°-59° 60°-14° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in 2.930 1.290 0.750 0.960 1.310 1.670 1.970 2.250 1.920 1.360 1.110 0.990 3/8 3-3/4 5 5 279 495 665 587 382 420 428 388 293 414 508 568 1/2 4-3/4 6-1/4 5 388 685 916 810 527 582 596 544 405 572 701 784 Nominal Min. Min. Afcon™ AF075 'AF076/AF077 seismic brace rod Min. edge spacing concrete A B C D E F G H I diameter distance distance thickness 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in 2.520 1.070 1.380 1.620 1.420 2.250 2.750 1.940 1.590 1/2 4-3/4 6-1/4 5 435 764 658 474 646 535 330 467 570 Afcon™ AF771 seismic brace I Nominal Min. edge Min. Min. A B C D E F G H I rod spacing concrete diameter distance distance thickness 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in 4.170 2.000 0.960 1.970 2.380 2.960 1.930 1.360 1.110 1/2 4-3/4 6-1/4 5 292 515 810 426 454 413 404 572 701 Nominal Min. Min. Afcon™ AF700 seismic brace rod Min. edge spacing concrete A B C D E F G H I diameter distance distance thickness 30°-44° 45°-59° 60°.90• 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° Pr Pr Pr Pr Pr Pr Pr Pr Pr in in in in 2.550 1.090 0.910 1.410 1.450 2.000 1.830 1.290 1.060 1/2 4-3/4 6-1/4 5 431 756 833 509 638 589 415 588 718 April 2021 30 Anchorage for seismic bracing technical supplement Maximum allowable pipe horizontal load, Fpw (lb) Hilti KCC-MD in the soffit of 3,000 psi or 4,000 psi lightweight concrete over metal deck 2-in W-deck profiles Hilti MQS-SP-L-1/2" and MQS-SP-T-1/2" 1 Nominal Min. edge Min. Min. 3 000 osi 4 000 osi I Anchor type rod spacing concrete A B C A B C diameter distance distance thickness 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° Pr Pr Pr Pr Pr Pr Pr Pr in in in in 4.100 1.580 0.870 1.850 4.100 1.580 0.870 1.850 KCC-MD-SP 1/2 7/8 7-1/2 3-1/4 134 315 477 279 154 350 521 312 KCC-MD-LP 1/2 1/2 7-1/2 3-1/4 352 689 944 625 352 689 944 625 1 Anchor may be placed in upper or lower flute. Prying factors noted assume the seismic swivel brace has its full bearing area in contact with the metal deck. Tolco™ Fiaure 909 seismic brace I Nominal Min. edge Min. Min. 3 000 psi 4 000 psi : Anchor type rod spacing concrete A B C A B C diameter distance distance thickness 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° Pr Pr Pr Pr Pr Pr Pr Pr in in in in 2.490 1.100 1.050 1.360 2.490 1.100 1.050 1.360 KCC-MD-SP 3/8 1-1/8 6 2-1/2 189 350 361 302 213 384 396 334 1/2 1-1/8 7-1/2 3-1/4 219 409 422 352 247 450 464 390 KCC-MD-LP 3/8 1-1/8 6 2-1/2 381 625 640 558 381 625 640 558 1/2 1-1/8 7-1/2 3-1/4 512 843 863 752 512 843 863 752 Tolco™ Fiaure 910 980 seismic brace ! Nominal Min. edge Min. Min. 3 000 psi 4,000 psi ' Anchor type rod spacing concrete A B C A B C diameter distance distance thickness 30°-44° 45°-59° 60°-74° 75°-90° 30°-44° 45°-59° 60°-74° 75°-90° Pr Pr Pr Pr Pr Pr Pr Pr in in in in 3.070 1.320 0.960 1.070 3.070 1.320 0.960 1.070 KCC-MD-SP 3/8 1-1/8 6 2-1/2 156 308 382 356 179 341 418 391 1/2 1-1/8 7-1/2 3-1/4 178 360 448 417 206 398 491 458 KCC-MD-LP 3/8 1-1/8 6 2-1/2 328 567 668 634 328 567 668 634 1/2 1-1/8 7-1/2 3-1/4 440 765 902 855 440 765 902 855 Afcon™ AF075/AF076 'AF077 seismic brace I Nominal Min. edge Min. Min. 3 000 psi 4 000 Psi I Anchor type rod spacing concrete A B C A B C diameter distance distance thickness 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° Pr Pr Pr Pr Pr Pr in in in in 2.520 1.160 1.380 2.520 1.160 1.380 KCC-MD-SP 1/2 1-1/4 7-1/2 3-1/4 217 394 348 244 435 386 KCC-MD-LP 1/2 1-1/4 7-1/2 3-1/4 508 820 746 508 820 746 Afcon™ AF771 seismic brace i Nominal Min. edge Min. Min. 3 000 Psi 4 000 psi I Anchor type rod spacing concrete A B C A B C diameter distance distance thickness 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° Pr Pr Pr Pr Pr Pr in in in in 4.170 2.000 0.960 4.170 2.000 0.960 KCC-MD-SP 1/2 1-1/4 7-1/2 3-1/4 131 262 448 152 294 491 KCC-MD-LP 1/2 1-1/4 7-1/2 3-1/4 348 595 902 348 595 902 Afcon™ AF700 seismic brace I Nominal Min. edge Min. Min. 3 000 psi 4 000 psi I Anchor type rod spacing concrete A B C A B C diameter distance distance thickness 30°-44° 45°-59° 60°-90° 30°-44° 45°-59° 60°-90° Pr Pr Pr Pr Pr Pr in in in in 2.550 1.090 1.140 2.550 1.090 1.140 KCC-MD-SP 1/2 1-1/4 7-1/2 3-1/4 215 412 399 242 453 440 KCC-MD-LP 1/2 11/4 7-1/2 3-1/4 504 847 828 504 847 828 April 2021 31 In the US: Hilti, Inc. 7250 Dallas Parkway, Suite 1000, Plano, TX 75024 Customer Service: 1-800-879-8000 en espanol: 1-800-879-5000 Fax: 1-800-879-7000 www.hilti.com Hilti is an equal opportunity employer. Hilti is a registered trademark of Hilti, Corp. ©Copyright 2021 by Hilti, Inc. (U.S.) In Canada: Hilti (Canada) Corporation 2360 Meadowpine Blvd. Mississauga, Ontario, L5N 6S2 Customer Service: 1-800-363-4458 Fax: 1-800-363-4459 www.hilti.ca Certified Quality and Environmental Systems ISO 9001 / ISO 14001 Reg. No. 12455-02 "14001 US only The data contained in this literature was current as of the date of publication. Updates and changes may be made based on later testing. If verification is needed that the data is still current, please contact the Hilti Technical Support Specialists at 1-800-879-8000. All published load values contained in this literature represent the results of testing by Hilti or test organizations. Because of variations in materials, on-site testing may be necessary to determine performance at any specific site. Printed in the United States. 0 :r ?!=' ~ JM--::eagle ~ Building essentials for a better tomorrow- BLUE BRUTE™ SUBMITTAL AND DATA SHEET PIPE SIZE AVERAGE O.D. NOM.I.D. MIN. T. MIN. E (IN) (IN) (IN) (IN) (IN) PRESSURE CLASS 165 psi (DR 25) 4 4.80 4.39 0.192 5.25 6 6.90 6.31 0.276 6.40 8 9.05 8.28 0.362 7.05 10 11.10 10.16 0.444 8.20 12 13.20 12.08 0.528 8.80 PRESSURE CLASS 235 psi (DR 18)* 4 4.80 4.23 0.267 5.25 6 6.90 6.09 0.383 6.40 8 9.05 7.98 0.503 7.05 10 11.10 9.79 0.617 8.20 12 13.20 11.65 0.733 8.80 PRESSURE CLASS 305 psi (DR 14)* 4 4.80 4.07 0.343 5.25 6 6.90 5.86 0.493 6.40 8 9.05 7.68 0.646 7.05 10 11.10 9.42 0.793 8.20 12 13.20 11 .20 0.943 8.80 Consult JM Eagle1"' for CSA and other listing availability prior to shipment. Note: *FM Approvals Pressure Class 150 psi for DR 18 and 200 psi for DR 14. t Dg Assembly Mark Product Standard: Pipe Compound: Gasket: Integral Bell Joint: Certifications: Installation: ANSI/AWWA C900 ASTM 01 784 Cells Class 12454 ASTM F477 ASTM 03139 ANSI/NSF Standard 61 UL Standard 1285 Pipe Length: 20 feet laying length AWWAC605 JM Eagler" Installation Guide APPROX. D9 APPROX. WEIGHT (IN) 5.57 8.00 10.50 12.88 15.31 5.87 8.43 11.06 13.57 16.13 6.17 8.87 11.63 14.27 16.97 1.0. : Inside Dameter O.D. : Outside Diameter T. : Wall Thickness 09 : Bell Outside Diameter (LBS/FT) 1.9 3.9 6.7 10.1 14.4 2.6 5.3 9.2 13.9 19.7 3.2 6.7 11.6 17.6 25.1 E : Distance between Assembly Mark to the end of spigot. Model/Series No. Member of Morris Group International™ CONNECTIONS (FDC) EXPOSED FIRE DEPT. INLET CONNECTIONS-CLAPPER TYPE 5710-5734 SERIES SPECIFICATIONS TWO-WAY WITH SINGLE CLAPPER, 300 PSI RATED Cast brass two-way inlet body, swing clapper and pin lug swivel. Back or angle outlet as selected by model number. Lettering as selected. Size 4" x 2-1/2" x 2-1/2". TWO-WAY WITH DOUBLE CLAPPER, 175 PSI RATED Cast brass two-way inlet body, drop clappers and pin lug swivels. Size and outlet as selected by model number. Lettering as selected. MODEL SELECTION TWO-WAY WITH SINGLE CLAPPER 0 5710 Back Outlet (UL Listed) ◄FM► 0 5715 Angle Outlet (UL Listed) ◄FM► TWO-WAY WITH DOUBLE CLAPPER O 5721 Back Outlet O 5722 Back Outlet O 5723 Back Outlet O 5724 Back Outlet O 5731 Angle Outlet O 5732 Angle Outlet O 5733 Angle Outlet 0 5734 Angle Outlet Note: Refer to Model Dimensional Chart for UL & FM Listing Call Potter Roemer -Fire Pro for current listings and approvals. Dimensions are subject to manufacturer's tolerance and may change without notice. Potter Roemer- Fire Pro assumes no responsibility for use of void or superceded data. © Copyright Potter Roemer-Fire Pro, Member of Morris Group International '"' Please visit potterroemer.com for most current specifications. 5710-5734 SERIES Date: 12/11 /18 ' FIRE EQUIPMENT MANUFACTURERS' ASSOCIATION & WARNING: Cancer and Reproductive Harm -www.P65Warnings.ca.gov c@us UL File #EX4078 <19 LISTED Model #S201 B APPROVED MODEL 5710 (Shown) PRODUCT OPTIONS FINISHES: O-B 0-C O-D THREADS: 0 N.S.T. Polished Brass Rough Chrome Plated Body Polished Chrome Plated O Other _____ _ LETTERING AVAILABLE: 0 AUTO. SPKR. 0 STANDPIPE POTTER ROEMER/FIRE PRO Headquarters: P.O. Box 3527 City of Industry, CA 91744 U.S.A. Also in: New York (800) 526-4592 Chicago (800) 547-3473 Atlanta (800) 762-0542 Miami (866) 961-3473 Dallas (866) 644-3473 Los Angeles Area 800-366-34 73 626-855-4890 www.potterroemer.com Member of Morris Group International™ MODEL DIMENSIONS UL Listed File #EX4078 Model #S201B <§> APPROVED Outlet Approvals c@us Back LISTED Model No. #EX3314 5721 Yes 5722 Yes 5723 Yes 5724 Yes UL Listed File #EX3314 Model #A105 Call Potter Roemer -Fire Pro for current listings and approvals. Dimensions are subject to manufacturer's tolerance and may change without notice. Potter Roemer- Fire Pro assumes no responsibility for use of void or superceded data. © Copyright Potter Roemer-Fire Pro, Member of Morris Group International ™ Please visit potterroemer.com for most current specifications. 5710-5134 SERIES Date: 12/11/18 CONNECT:IONS (FDC) EXPOSED FIRE DEPT. INLET CONNECTIONS-CLAPPER TYPE TWO-WAY WITH SINGLE CLAPPER r-•f~"-1 MODEL 5710 -5715 TWO-WAY WITH DOUBLE CLAPPER Outlet Approvals c@us Size A Angle LISTED Model No. #EX3314 5731 Yes 4 X 2-1/2 X 2-1/2 7-1/2 5732 Yes 6 X 2-1/2 X 2-1/2 9-1/2 5733 Yes 4x3x3 9-1/2 5734 Yes 6x3x3 10 B 11-1 /2 10-1/2 11-1 /2 11 Model/Series No. 5710-5734 SERIES C D 8-1/2 11-1/2 9 10-3/4 9-1/2 11 10-1/2 11 ' ,---..,,,,,.,,,,:.;;;;;;;::a ..... _-■■-,111 7-1/4· MODEL 5721 -5734 -£A FIRE EQUIPMENT I~ ~ MANUFACTURERS' --ASSOCIATION t•lllllotLlll•tlOCIUKIII.INC , ' I V POTTER ROEMER/FIRE PRO Headquarters: P.O. Box 3527 City of Industry, CA 91744 U.S.A. Also in: New York (800) 526-4592 Chicago (800) 547-3473 Atlanta (800) 762-0542 Miami (866) 961-3473 Dallas (866) 644-3473 Los Angeles Area 800-366-3473 626-855-4890 www.potterroemer.com TYLER UNION® Q arty a e orks Prod cts 23U -Mechanical Joint Cl 53/A21.53 Compact Revised 10/09 SUBMITTAL (Current Revisions for All Standards Apply} SIZES: ............................ 2" through 48" (2" Not Referenced in Cl 53/ A21.53) STANDARDS: ................. ANSI/AWWA C153/A21.53-06 and NFPA 3"-12" UL Listed (EX2111) Note: Cast with tested and traceable ASTM A536 Ductile Iron PRESSURE RATING: 2" -24" rated @ 350 PSI; 30" -48" & all fittings with Flanged branches roted @ 250 PSI Note: With use of special flange gasket 2" -24" flanged fittings can be rated @ 350 psi Note: Compact Wyes over 12" are not pressure roted. Contact manufacturer for rating in your application. DEFLECTION: ................. Upon completion of installation, Mechanical Joint fittings 2" -12" are rated for a maxi- mum of 5° deflection and 14"-48" a maximum of 3° deflection NSF-61: ......................... Meets all requirements, UL Registered (2"-48") BITUMINOUS COATING: ...................... ANSI/AWWA C104/A21 .4-08 CEMENT LINING: .......... ANSI/AWWA Cl 04.A21 .4-08, Double cement lining available EPOXY COATING: .......... ANSI/AWWA Cl 16/A21.16-09 Note: Epoxy coated fittings are available to the specification required for your application(s) BARE: ............................. Available BOLTS: ........................... ANSI/AWWA Cl 11/A21. l l-7 INSTALLATION: ............. Per AWWA C600-99 using pipe conforming to ANSI/AWWA K2 J D c A C151/A21.51-02 JOINT DIMENSIONS IN INCHES Size A Dia . B C Dia. D Dia. F Dia. J Dia. K1 Dia. K2 Dia. L 3 3.96 2.50 4.84 4 .94 4 .06 6.19 7.62 7.69 .58 4 4.80 2.50 5.92 6.02 4.90 7.50 9.06 9.12 .60 6 6.90 2.50 8.02 8.12 7.00 9.50 11.06 11 .12 .63 8 9.05 2.50 10.17 10.27 9.15 11.75 13.31 13.37 .66 10 11.10 2.50 12.22 12.34 11.20 14.00 15.62 15.62 .70 12 13.20 2.50 14.32 14.44 13.30 16.25 17.88 17.88 .73 14 15.30 3.50 16.40 16.54 15.44 18.75 20.31 20.25 .79 16 17.40 3.50 18.50 18.64 17.54 21.00 22.56 22.50 .85 18 19.50 3.50 20.60 20.74 19.64 23.25 24.83 24.75 1.00 20 21 .60 3.50 22.70 22.84 21.74 25.50 27.08 27.00 1.02 24 25.80 3.50 26.90 27.04 25.94 30.00 31 .58 31.50 1.02 30 32.00 4.00 33.29 33.46 32.17 36.88 39.12 39.12 1.31 36 38.30 4.00 39.59 39.76 38.47 43.75 46.00 46.00 1.45 42 44.50 4.00 45.79 45.96 44.67 50.62 53.12 53.12 1.45 48 50.80 4.00 52.09 52.26 50.97 57.50 60.00 60.00 1.45 M s .62 .39 .75 .39 .88 .43 1.00 .45 1.00 .47 1.00 .49 1.25 .55 1.31 .58 1.38 .68 1.44 .69 1.56 .75 2.00 .82 2.00 1.00 2.00 1.25 2.00 1.35 T .33 .34 .36 .38 .40 .42 .47 .50 .54 .57 .61 .66 .74 .82 .90 Tyler Pipe Company • 11910 CR 492 • Tyler, Texas 75706 • (800) 527-8478 X ¾ 3/a 3/a 3/a 3/a 3/a 3/a 3/a 3/a ¾ ¾ 1½ 1½ 1¾ 1¾ Union Foundry Company • 1501 W. 17th Street • Anniston, Alabama 36202 • (800) 226-7601 www.tylerunion.com BOLTS Size No. %x3 4 3/ ... x3½ 4 ¾x3½ 6 ¾x4 6 ¾x4 8 ¾x4 8 ¾x4½ 10 ¾x4½ 12 ¾x4½ 12 ¾x4½ 14 ¾x5 16 lx6 20 lx6 24 l¼x6½ 28 l¼x6½ 32 TYLER UNION ® MECHANICAL JOINT Cl 53 DUCTILE IRON COMPACT FITTINGS Sizes 3" thru 12" UL Listed For Fire Main Equipment SAMPLE SPECIFICATIONS Mechanical Joint wotermoin fittings with accessories, 3" through 48" shall be manufactured from Ductile Iron in accordance with and meet all applicable terms and provisions of standards ANSI/AWWA Cl 53/A21.53 ANSI/ AWWA Cl 11 / A21 .11 {current revisions). Ductile Iron Mechanical Joint Fittings 3" through 2411 shall be rated for 350 PSI working pressure. 30" through 48" shall be rated for 250 psi working pressure. Flanged ductile-iron fittings in 24-in. (610 mm) and smaller sizes may be roted for 350 psi {2,413 kPa) with the use of special gaskets. All coated fittings meet requirements of NSF-61 . NOTE -EXCEPTIONS: Mechanical Joint Fittings with flanged branches are rated for water pressure of 250 PSI. NOTE: Fittings are CEMENT LINED and seal coated in accordance with ANSI/AWWA Cl 04/A21.4; also available double cement-lined, bare or epoxy coated. Size A Dia. B 3 3.96 2.50 4 4.80 2.50 6 6.90 2.50 8 9.05 2.50 10 11 .1 0 2.50 12 13.20 2.50 14 15.30 3.50 16 17.40 3.50 18 19.50 3.50 20 21 .60 3.50 24 25.80 3.50 30 32.00 4.00 36 38.30 4.00 42 44.50 4.00 48 50.80 4.00 02/01/08 0.75 K2 J D C A 0.12 F K1 JOINT DIMENSIONS IN INCHES C Dia. D Dia. F Dia. J Dia. K1 Dia. K2 Dia. L M s T 4.84 5.92 8.02 10.17 12.22 14.32 16.40 18.50 20.60 22.70 26.90 33.29 39.59 45.79 52.09 4.94 4.06 6.19 7.62 7.69 .58 .62 .39 .33 6.02 4.90 7.50 9.06 9.12 .60 .75 .39 .34 8.12 7.00 9.50 11.06 11.12 .63 .88 .43 .36 10.27 9.15 11.75 13.31 13.37 .66 1.00 .45 .38 12.34 11.20 14.00 15.62 15.62 .70 1.00 .47 .40 14.44 13.30 16.25 17.88 17.88 .73 1.00 .49 .42 16.54 15.44 18.75 20.31 20.25 .79 1.25 .56 .47 18.64 17.54 21.00 22.56 22.50 .85 1.31 .57 .50 20.74 19.64 23.25 24.83 24.75 1.00 1.38 .68 .54 22.84 21.74 25.50 27.08 27.00 1.02 1.44 .69 .57 27.04 25.94 30.00 31.58 31.50 1.02 1.56 .75 .61 33.46 32.17 36.88 39.12 39.12 1.31 2.00 .82 .66 39.76 38.47 43.75 46.00 46.00 1.45 2.00 1.00 .74 45.96 44.67 50.62 53.12 53.12 1.45 2.00 1.25 .82 52.26 50.97 57.50 60.00 60.00 1.45 2.00 1.35 .90 Tyler Utilities Division • 11910 CR 492 • Tyler, Texas 75706 • (800) 527-8478 Union Foundry Company • Box 309 • Anniston, Alabama 36202 • (800) 226-7601 BOLTS X Size No. ¾ %x3 4 ¾ 3/"'x3½ 4 ¾ ¾x3½ 6 3/e ¾x3½ 6 3/e 3/ ... x3½ 8 3/e ¾x3½ 8 3/e ¾x4 10 3/e ¾x4 12 3/e ¾x4 12 3/e ¾x4 14 3/e ¾x4½ 16 11/e lx5½ 20 11/e lx5½ 24 1¾ l¼x6½ 28 1 ¾ l¼x6½ 32 TYLER UNION® BENDS >-\ y'9-- .--A--T 90° Bends (1 /4) 45° Bends (1 /8) Dimensions Dimensions Size T A R Weight A R Weight 3 .34 3.5 2.5 19 2.00 2.41 17 4 .35 4.0 3.0 26 2.50 3.56 22 6 .37 6.5 6.0 49 3.50 7.25 39 8 .39 7.5 7.0 64 4.00 8.44 56 10 .41 9.5 9.0 102 5.01 10.88 78 12 .43 10.5 10.0 129 5.98 13.25 102 14 .51 12.0 11 .5 214 5.50 12.06 155 16 .52 13.0 12.5 273 5.98 13.25 204 18 .59 15.5 14.0 411 6.50 12.36 292 20 .60 17.0 15.5 519 7.00 13.59 372 24 .62 17.0 15.5 721 7.50 14.89 490 30 .66 21.50 19.0 930 10.50 9.31 716 36 .74 24.50 22.0 1450 11.50 21.73 1110 42 .82 29.25 26.7 2205 14.00 27.76 1610 48 .90 33.25 30.75 2990 15.00 30.17 2090 *OFFSETS MJxMJ MJx PE Dimensions Weights Size D Ll L MJxMJ MJxPE 4 6 10 45 4 12 16 55 4 18 22 65 4 24 28 75 6 6 12 17.5 41 54 6 12 18 65 6 18 24 75 6 24 30 85 8 6 13 84 8 12 19 90 8 18 25 100 * Not included in AWWA Cl 53. MECHANICAL JOINT C153 DUCTILE IRON COMPACT FITTINGS Sizes 311 thru 1211 UL Listed For Fire Main Equipment 22½0 Bends (1 /16) 11 ¼° (1/32) Dimensions Dimensions A R Weight A R Weight 1.50 2.51 15 1.25 2.53 16 1.75 3.81 20 1.50 5.12 20 2.25 6.35 31 1.50 5.12 29 2.85 11.80 50 2.06 15.80 45 3.35 14.35 66 2.32 18.36 59 3.86 16.90 87 2.56 20.90 82 3.93 17.25 142 2.59 21 .25 136 3.98 17.50 178 2.62 21.50 157 7.50 30.19 286 3.00 60.84 283 8.50 35.19 376 3.50 71.07 374 9.00 37.69 512 3.50 76.12 487 6.75 21.36 665 4.75 22.84 600 7.75 26.39 960 5.00 25.38 820 9.00 32.68 1350 6.00 35.54 1180 10.00 27.70 1760 6.50 40.61 1475 L -____.., 2 Tyler Utilities Division • 11910 CR 492 • Tyler, Texas 75706 • (800) 527-8478 Union Foundry Company• Box 309 • Anniston, Alabama 36202 • (800) 226-7601 02/01/08 MECHANICAL JOINT Cl 53 DUCTILE IRON COMPACT FITTINGS TYLER UNION® Sizes 311 thru 1211 UL Listed For Fire Main Equipment BENDS ~ T 9 H : : - ! (4 /' . ---.. ·Y ... ......-v -._,,: T • I ~v-- 90° Bend MJ x PE (1 /4) 45° Bend MJ x PE (1 /8) 22½0 Bend MJ x PE (1/16) 11¼0 Bend MJ x PE (1 /32) Dimensions Dimensions Dimensions Dimensions Size T A y R Weight A y R Weight A y R Weight A y R Weight 3 .34 3.5 9.0 2.5 18 2.0 7.5 2.41 17 1.50 7.00 2.51 19 1.25 6.75 7.62 15 4 .35 4.0 9.5 3.0 26 2.5 8.0 3.56 22 1.75 7.25 3.81 20 1.50 7.00 5.12 20 6 .37 6.0 11.5 5.0 45 3.2 8.7 5.49 38 2.25 7.75 6.35 33 1.50 7.00 5.12 32 8 .39 7.5 13.0 7.0 64 4.0 9.5 8.44 55 2.84 8.34 11 .80 51 2.05 7.55 15.80 44 10 .41 9.5 15.0 9.0 108 5.0 10.5 10.88 78 3.35 8.85 14.35 66 2.31 7.81 18.36 60 12 .43 9.0 14.4 6.0 114 6.0 11 .5 13.25 104 3.50 9.00 12.70 89 2.56 8.06 20.90 79 14 .51 12.0 20.0 11.5 219 5.5 13.4 10.85 165 3.93 11 .93 17.25 152 2.59 10.59 21.25 137 16 .52 13.0 21.0 12.5 254 6.0 14.0 13.25 206 3.98 11 .98 17.50 181 2.62 10.62 21.50 161 24 .62 17.0 25.0 15.5 710 7.5 16.6 14.69 460 9.00 17.66 37.69 455 9.00 26.12 12.00 475 30 .68 21.5 30.5 865 10.5 19.5 --715 6.75 15.75 --600 A - T ~ F~ 90° Bend MJ x Flange 45° Bend MJ x Flange 22½0 Bend MJ x Flange 11¼0 Ben~ MJ x Flange (1 /4) {l/8) (1 /16) (1 /32) Dimensions Dimensions Dimensions Dimensions Size T A R F Weight A R F Weight A R F Weight A R F Weight 3 .34 3.5 2.5 5.5 21 4 .35 4.0 3.0 6.5 28 2.50 3.56 4.0 34 1.75 3.81 4.0 34 1.50 5.12 4.0 19 6 .37 6.0 5.0 8.0 45 3.25 5.49 5.0 57 2.25 5.35 5.0 57 1.50 5.12 5.0 30 8 .39 7.5 7.0 9.0 73 4.25 7.93 5.5 83 2.50 7.62 5.5 83 1.75 7.70 5.5 50 10 .41 9.5 9.0 11.0 113 5.00 9.76 6.5 122 3.00 10.16 6.5 122 2 .00 10.25 6.5 75 12 .43 10.5 10.0 12.0 141 6.00 12.19 7.5 159 3.50 12.70 7.5 159 2.25 12.82 7.5 88 14 .51 12.0 11 .5 14.0 217 5.50 10.85 8.5 207 16 .52 13.0 12.5 15.0 280 6.00 12.02 9.5 290 B 90° Swivel x Swivel Hydrant Ell Dimensions Size T A B C D E F R *Weight 6 .37 10.5 15.5 6.90 11.2 6.81 7.98 6.0 74 * Weight includes two swivel glands. 02/01/08 Tyler Utilities Division • 11910 CR 492 • Tyler, Texas 75706 • (800) 527-8478 Union Foundry Company• Box 309 • Anniston, Alabama 36202 • (800) 226-7601 3 MECHANICAL JOINT Cl 53 DUCTILE IRON COMPACT FITTINGS Sizes 311 thru 1211 UL Listed For Fire Main Equipment TYLER UNION® TEES MJTee Size T 3 .34 4x3 .35 4 .35 6x3 .37 6x4 .37 6 .37 8x3 .39 8x4 .39 8x6 .39 8 .39 10x3 .41 10x4 .41 10x6 .41 10x8 .41 10 .41 12x3 .43 12x4 .43 12x6 .43 12x8 .43 12xl 0 .43 12 .43 14x6 .51 14x8 .51 14xl 0 .51 14x12 .51 14 .51 16x6 .52 16x8 .52 16xl 0 .52 16xl 2 .52 16xl 4 .52 16 .52 30 .66 36 .74 4 CROSS MJ x FE Tee MJ x Swivel Tee Cross Dimensions Weights Tl H Jl J2 J3 MJ MJxFE tMJxS Cross .34 3.5 3.50 5.5 26 29 31 .34 3.5 4.00 6.5 35 34 39 .35 4.0 4.00 6.5 36 39 45 .34 4.0 4.00 6.5 51 54 .35 4.0 5.00 8.0 52 57 62 .37 5.0 5.00 8.0 10.50 66 68 77 79 .34 4 .0 6.50 9.0 56 .35 4 .5 6.50 9.0 72 82 84 .37 5.5 6.50 9.0 11.50 79 81 105 98 .39 6.5 6.50 9.0 11 .50 90 101 116 112 .34 4 .0 7.50 11 .0 80 .35 4 .5 7.50 11.0 82 92 98 .37 5.5 7.50 11.0 13.00 99 116 114 121 .39 6.5 7.50 11.0 13.00 116 128 138 135 .41 7.5 7.50 11.0 132 144 156 .34 4 .0 8.75 12.0 99 .35 4 .5 8.75 12.0 108 118 119 .37 5 .5 8.75 12.0 14.25 119 133 132 138 .39 6.5 8.75 12.0 14.25 126 146 149 149 .41 7.5 8.75 12.0 159 174 187 .43 8.75 8.75 12.0 171 198 202 .44 6.5 10.50 14.0 16.00 183 205 211 210 .45 7.5 10.50 14.0 211 231 .46 8.5 10.50 14.0 229 244 255 .47 9.5 10.50 14.0 245 284 269 .51 10.5 10.50 14.0 281 291 299 .45 6.5 11 .50 15.0 17.00 222 230 243 250 .46 7.5 11 .50 15.0 245 248 264 .47 8.5 11 .50 15.0 265 287 286 .48 9.5 11 .50 15.0 277 312 312 .51 10.5 11 .50 15.0 317 348 .52 11.5 11.50 15.0 337 324 457 .66 22.0 22.00 1840 .74 26.0 26.0 2655 t Weights include swivel gland Tyler Utilities Division • 11910 CR 492 • Tyler, Texas 75706 • (800) 527-8478 Union Foundry Company • Box 309 • Anniston, Alabama 36202 • (800) 226-7601 02/01/08 TYLER UNION® MECHANICAL JOINT Cl 53 DUCTILE IRON COMPACT FITTINGS Sizes 311 thru 1211 UL Listed For Fire Main Equipment TEES (Continued) MJ Tee Size T Tl 18x6 .59 .44 18x8 .59 .45 l 8xl 0 .59 .47 l 8xl2 .59 .49 l 8xl4 .59 .56 l 8xl 6 .59 .57 18 .59 .59 20x6 .60 .44 20x8 .60 .45 20xl0 .60 .47 20xl2 .60 .49 20xl4 .60 .56 20xl6 .60 .57 20xl8 .60 .59 20 .60 .60 24x6 .62 .44 24x8 .62 .45 24xl0 .62 .47 24xl2 .62 .49 24xl4 .62 .56 24xl6 .62 .57 24xl8 .62 .59 24x20 .62 .60 24 .62 .62 30x6 .66 .36 30x8 .66 .38 30xl2 .66 .42 30xl6 .66 .50 30x20 .66 .57 30x24 .66 .61 30 .66 .66 36xl6 .74 .50 36x24 .74 .61 36x30 .74 .66 36 .74 .74 42 .82 .82 02/01/08 MJ GLANDS c;1 I? Glands J3 Size Weight Size Weight L MJ x Swivel Tee Dimensions Weights H Jl J2 J3 MJ MJxFE tMJxS 6.5 14.5 15.5 18.0 275 261 279 7.5 14.5 14.5 280 351 8.5 12.5 286 9.5 12.5 372 l 0.5 12.5 415 11.5 12.5 445 13.0 12.5 490 7.0 16.0 17.0 19.5 335 362 358 8.0 14.0 390 9.0 14.0 417 10.0 14.0 460 11.0 14.0 475 12.0 14.0 530 13.0 14.0 560 14.0 14.0 605 7.0 18.0 19.0 21.5 465 451 457 8.0 16.0 475 9.0 16.0 516 10.0 18.0 549 580 11.0 16.0 585 12.0 19.5 625 744 13.0 16.0 675 15.0 17.0 740 17.0 17.0 844 7.00 20.0 700 8.50 20.0 739 10.0 20.0 739 12.5 20.0 959 15.0 20.0 995 16.0 20.0 1160 20.0 20.0 1323 12.5 23.5 1350 16.0 23.5 1498 20.0 23.5 1555 23.5 23.5 1900 30.0 30.0 3175 t Weights include swivel gland. 3 3 12 10 4 4 14 17 6 5 16 21 8 6 18 22 10 9 20 32 24 37 Swivel Glands, page 19-20 Retainer Glands, page 7 LAYING LENGTH 7 -~•+---+-----+------H-+H----t $1ZE t::::::tt1=====~:;J:t1=::jJ Swivel x Solid Adapter with Swivel Gland Size by Wall Laying Length Thickness Weight 6xl3 .37 52 6x18 .37 65 6x24 .37 69 8x12 .39 52 LA YING LENGTH Swivel x Swivel Adapter Size by Wall Laying Length Thickness Weight 6xl 2 .37 28 6xl 8 .37 49 6x24 .37 52 Tyler Utilities Division • 11910 CR 492 • Tyler, Texas 75706 • (800) 527-8478 Union Foundry Company• Box 309 • Anniston, Alabama 36202 • (800) 226-7601 5 TYLER UNION® WYES/LATERAL Y-- *Wyes Dimensions Size A y T Tl Weights 3 2.5 7.5 .34 .34 36 4x3 2.0 8.5 .35 .34 39 4 2.5 8.5 .35 .35 45 6x4 1.5 11.0 .37 .35 67 6 3.0 13.0 .37 .37 85 8x4 0.5 13.0 .39 .35 86 8x6 2.0 14.5 .39 .37 109 8 3.5 16.0 .39 .39 117 10x4 0.0 15.0 .41 .35 112 10x6 1.0 16.0 .41 .37 129 10x8 2.5 17.0 .41 .39 162 10 3.5 19.0 .41 .41 199 12x4 0.0 16.5 .43 .35 141 12x6 1.5 18.5 .43 .37 170 12x8 1.5 18.5 .43 .39 177 12x10 3 .0 20.0 .43 .41 216 12 4.5 22.5 .43 .43 269 t14 6.0 25.0 .51 .51 476 16x6 0.0 21.0 .52 .45 300 16x8 0.5 22.5 .52 .46 349 t16xl2 3.5 25.0 .52 .48 471 t16 6.5 28.0 .52 .52 635 * Not included in AWWA Cl 53. t Rated at 250 psi. MJ x FE Flange Dimensions are on inside front cover. Ml~ PE x MJ Tee Dimensions Size T Tl H Jl z Weights 6 .37 .37 5.0 5.0 11.5 57 8x6 .39 .37 5.5 6.5 11.5 79 8 .39 .39 6.5 6.5 12.5 83 10 .41 .41 7.5 7.5 13.0 133 MECHANICAL JOINT Cl 53 DUCTILE IRON COMPACT FITTINGS Sizes 311 thru 1211 UL Listed For Fire Main Equipment REDUCERS ~ 'i I~ ----L =1 ---L--- MJxMJ MJSEBxPE MJLEBxPE PE x PE Dimensions MJ SEB LEB PE Weights Size T Tl L L L L MJ SEB LEB PE 4x3 .35 .34 3.0 8.5 8.5 14.0 18 17 17 18 6x3 .37 .34 5.0 10.5 10.5 16.0 28 25 27 20 6x4 .37 .35 4.0 9.5 9.5 15.0 28 26 27 26 8x4 .39 .35 5.0 10.5 10.5 16.0 36 34 36 33 8x6 .39 .37 4 .0 9.5 9.5 15.0 39 38 39 30 10x4 .41 .35 7.0 12.5 12.5 18.0 53 46 51 10x6 .41 .37 5.0 10.5 10.5 16.0 59 48 52 49 10x8 .41 .39 4.0 9.5 9.5 15.0 54 52 52 47 12x4 .43 .35 9.0 14.5 14.5 20.0 67 61 68 60 12x6 .43 .37 7.0 12.5 12.5 18.0 64 58 66 54 12x8 .43 .39 5.0 10.5 10.5 16.0 57 62 65 60 12xl 0 .43 .41 4 .0 9.5 9.5 15.0 63 61 65 57 14x6 .51 .44 9.0 17.0 14.5 22.5 104 107 112 14x8 .51 .45 7.0 15.0 12.5 20.5 104 107 108 14x10 .51 .46 5.0 13.0 10.5 18.5 100 102 100 14xl 2 .51 .47 4.0 12.0 9.5 17.5 100 101 100 100 16x6 .52 .45 11 .0 19.0 16.5 24.5 132 131 141 128 16x8 .52 .46 9.0 17.0 14.5 22.5 136 128 136 136 16xl 0 .52 .47 7.0 15.0 12.5 20.5 128 124 128 123 16xl 2 .52 .48 5.0 13.0 10.5 18.5 120 123 119 113 16xl 4 .52 .51 4.0 12.0 12.0 20.0 140 139 138 133 18x8 .59 .45 14.0 22.0 19.5 27.5 201 180 195 18xl 0 .59 .47 12.0 20.0 17.5 25.5 196 180 185 18xl 2 .59 .49 10.0 18.0 15.5 23.5 175 170 190 18x14 .59 .56 8.0 16.0 16.0 24.0 180 181 200 l 8xl 6 .59 .57 7.0 15.0 15.0 23.0 194 180 190 20x10 .60 .47 14.0 22.0 19.4 27.5 225 210 210 20x12 .60 .49 12.0 20.0 17.5 25.5 214 208 210 20x14 .60 .56 10.0 18.0 17.8 26.0 208 198 205 20x16 .60 .57 8.0 16.0 15.8 24.0 225 215 222 20x18 .60 .59 7.0 15.0 15.0 23.0 233 220 24x12 .62 .49 16.0 24.0 21.4 29.5 320 302 300 24x14 .62 .56 14.0 22.0 21.8 30.0 314 325 322 24x16 .62 .57 12.0 20.0 19.8 28.0 325 319 340 24x18 .62 .59 10.0 18.0 18.0 26.0 325 310 24x20 .62 .60 8.0 16.0 16.0 24.0 315 305 30x16 .66 .50 30.0 39.0 475 565 30x18 .66 .54 28.0 37.0 495 590 30x20 .66 .57 24.0 33.0 525 560 30x24 .66 .61 10.0 24.5 478 495 36x16 .74 .50 890 36x20 .74 .57 45.0 874 36x24 .74 .61 19.0 33.0 770 746 36x30 .74 .66 24.5 725 42x30 .82 .66 20.0 ... 1185 48x30 .90 .66 40.0 ... 1505 6 Tyler Utilities Division • 11910 CR 492 • Tyler, Texas 75706 • (800) 527-8478 Union Foundry Company • Box 309 • Anniston, Alabama 36202 • (800) 226-7601 02/01/08 TYLER UNION® T SOLID & TAPPED PLUGS & CAPS T 311-1211 1411-2411 3"-12" 1411-2411 MJ Plug MJ Cap Dimensions Mox. Weights Size T Top Plugs 3 .46 2 9 4 .46 2 9 6 .46 2 18 8 .46 2 25 10 .56 2 36 12 .56 2 47 14 .62 2 76 16 .62 2 98 18 .65 2 138 20 .66 2 158 24 .68 2 223 30 .66 2 355 36 .74 2 688 TAPPED TEE MJ Tapped Tee (2" Tap) Dimensions Size T L Mox. Top 3 .34 6 2 4 .35 6 2 6 .37 6 2 8 .39 6 2 10 .41 6 2 12 .43 6 2 16 .52 6 2 Cops 8 10 18 26 32 46 85 94 121 149 210 345 626 MJ x FE Flange Dimensions are on inside front cover. Weights 19 23 35 54 68 88 164 MECHANICAL JOINT Cl 53 DUCTILE IRON COMPACT FITTINGS Sizes 311 thru 1211 UL Listed For Fire Main Equipment SOLID SLEEVES m ~L,__j T L2 Short Long Dimensions Weights Size T Ll L2 Short Long 3 .34 7.5 12 13 22 4 .35 7.5 12 19 25 6 .37 7.5 12 28 39 8 .39 7.5 12 38 55 10 .41 7.5 12 48 68 12 .43 7.5 12 62 81 14 .56 9.5 15 116 146 16 .57 9.5 15 138 174 18 .68 9.5 15 160 230 20 .69 9.5 15 212 269 24 .75 9.5 15 272 380 30 .66 15.0 15 500 30 .66 24 640 36 .74 15.0 15 725 36 .74 24 925 42 .82 24 1146 48 .90 24 1455 ADAPTERS !@ ~ MJx FE FEx PE Dimensions Weights Size T Ll L2 MJxFE FExPE 3 .34 6 12 18 4 .35 6 12 26 23 6 .37 6 12 36 35 8 .39 6 12 50 50 10 .41 6 12 60 69 12 .43 6 12 88 88 14 .51 6 12 127 16 .52 6 12 155 149 20 .60 6 275 30 .66 7 470 36 .74 8 750 Tyler Utilities Division • 11910 CR 492 • Tyler, Texas 75706 • (800) 527-8478 02/01 /08 Union Foundry Company • Box 309 • Anniston, Alobomo 36202 • (800) 226-7601 7 . ,. TYLER UNION® DUAL PURPOSE CUTTING-IN SLEEVE Size 4 6 8 10 12 MECHANICAL JOINT Cl 53 DUCTILE IRON COMPACT FITTINGS Sizes 311 thru 1211 UL Listed For Fire Main Equipment MJxFE Cutting-In Sleeve with Dual Purpose Accessories Dimensions Shipping Wt. For Pipe Size L Ll T Assembled 4.80-5.00 O.D. 10 9.5 .35 33 6.90-7.10 O.D. 10 9.5 .37 50 9.05-9.30 O.D. 10 9.5 .39 67 11.10-11 .40 O.D. 10 9.5 .41 122 13.20-13.50 O.D. 10 9.5 .43 157 Flanged ends are faced and drilled per ANSI/AWWA Cl 10/A2 l. l 0. Mechanical joint ends are designed to receive both stan- dard and oversize gray or ductile iron pipe as shown above. TYPICAL CUTTING-IN SLEEVE INSTALLATIONS *RETAINER GLAND ASSEMBLY t ~ B ~ mzzf112tzz "'-"""'-~ A See Installations Instructions ........................................................ Page 50 Pressure Gland Pipe O.D. D.I. Pipe No of Size of Rating, O.D. O.D. Wall Set Set Gland Weight Size psi B A Class Screws Screws Weight w/Acces. 3 350 7.69 3.96 50-56 4 %x2 5 7 4 350 9.12 4.80 50-56 4 %x2 6 13 6 350 11.12 6.90 50-56 6 %x2 11 20 8 250 13.37 9.05 50-56 9 %x2 13 25 10 250 15.62 11.10 50-56 12 %x2 18 33 12 150 17.88 13.20 50-56 16 %x2 23 38 14 250 20.25 15.30 53-56 20 %x2½ 44 55 16 200 22.50 17.40 53-56 24 %x2½ 51 64 18 200 24.75 19.50 53-56 24 %x2½ 62 72 20 200 27.00 21.60 53-56 28 %x3 73 91 24 150 31 .50 25.80 53-56 32 %x3 93 118 * Not included in AWWA Cl 10 VALVE INSTALLATIONS Pipe Wall Thickness: Sizes 3"-12" are recommended for ductile iron pipe class 50 thru 56. Sizes 14" thru 24" are recommended for ductile iron pipe class 53 thru 56. DUCTILE IRON RETAINER GLANDS Mechanical Joint Retainer Glands are designed to provide a method for restrain- ing mechanical joint pipe and fittings and other standardized mechanical joints against possible joint separation, rupture or blow-out caused by internal water pres- sure. The set screws are square-headed with Type C knurled cup points, and are shipped already assembled in the Glands. They are manufactured of 4140 grade alloy steel, and are heat treated to a Rock- wall "C" 45/53 case hardness. Tee-head bolts and gaskets are not included, but may be ordered separately. Recommend- ed torque for set screws is 75 foot pounds, and set screws on opposite sides of the glands should be tightened alternately. Tee-head bolt hole size and spac- ing are equal to MJ Glands as shown in AWWA C-111. Standard mechanical Joint gaskets as shown in C-111 should be used. 8 Tyler Utilities Division • 11910 CR 492 • Tyler, Texas 75706 • (800) 527-8478 Union Foundry Company • Box 309 • Anniston, Alabama 36202 • (800) 226-7601 02/01/08 . , . Tyler/Union MECHANICAL JOINT C 1 53 DUCTILE IRON COMPACT FITTINGS Sizes 3" thru 12" UL Listed For Fire Main Equipment 2 BENDS --·--- y /.) T ~y__j I T / '. ! ~A../ ~y ---J. 90° Bend MJ x PE (1/4) 45° Bend MJ x PE (1 /8) 22½0 Bend MJ x PE (1/16) 11¼0 Bend MJ x PE (1 /32) Dimensions Dimensions Dimensions Dimensions Size T A y R Weight A y R Weight A y R Weight A y R Weight 3 .34 4.5 10.0 4.0 18 2.0 7.5 3.62 17 1.50 7.00 4.98 19 1.25 6.75 7.62 15 4 .35 5.0 10.5 4.5 26 2.5 8.0 4.81 22 1.82 7.32 6.66 20 1.55 7.05 10.70 20 6 .37 6.5 12.0 6.0 45 3.5 9.0 7.25 38 2.58 8.08 13.50 33 1.80 7.30 13.26 32 8 .39 7.5 13.0 7.0 64 4.0 9.5 8.44 55 2.84 8.34 11.80 51 2.05 7.55 15.80 44 10 .41 9.5 15.0 9.0 108 5.0 10.5 10.88 78 3.35 8.85 14.35 66 2.31 7.81 18.36 60 12 .43 10.5 16.0 10.0 114 6.0 11.5 13.25 104 3.86 9.36 16.90 89 2.56 8.06 20.90 79 14 .51 12.0 20.0 11.5 219 5.5 13.5 12.06 165 3.93 11.93 17.25 152 2.59 10.59 21.25 137 16 .52 13.0 21.0 12.5 254 6.0 14.0 13.25 206 3.98 11.98 17.50 181 2.62 10.62 21.50 161 24 .62 17.0 25.0 15.58 710 7.5 16.2 14.69 460 9.00 17.00 37.69 455 9.00 17.00 76.12 475 30 • (Available Soon see List Prices) • (Available Soon see List Prices) • (Available Soon see List Prices) • (Available Soon see List Prices) T C::F~ 90° Bend MJ x Flange 45 ° Bend MJ x Flange 22½0 Bend MJ x Flange 11¼0 Bend MJ x Flange (1/4) (1/8) (1 /16) (1/32) Dimensions Dimensions Dimensions Dimensions Size T A R F Weight A R F Weight A R F Weight A R F Weight 3 .34 4.5 4.0 5.5 21 4 .35 5.0 4.5 6.5 28 2.50 3.56 4.0 34 1.75 3.81 4.0 34 1.50 5.12 4.0 19 6 .37 6.5 6.0 8.0 45 3.25 5.49 5.0 57 2.25 6.35 5.0 57 1.50 5.12 5.0 30 8 .39 7.5 7.0 9.0 73 4.25 7.93 5.5 83 2.50 7.62 5.5 83 1.75 7.70 5.5 50 10 .41 9.5 9.0 11.0 113 5.00 9.76 6.5 122 3.00 10.16 6.5 122 2.00 10.25 6.5 75 12 .43 10.5 10.0 12.0 141 6.00 12.19 7.5 159 3.50 12.70 7.5 159 2.25 12.82 7.5 88 14 .51 12.0 11.5 14.0 217 5.50 10.85 8.5 207 16 .52 13.0 12.5 15.0 280 6.00 12.02 9.5 290 --------8 . 90° Swivel x Swivel Hydrant Ell Dimensions Size T A B C D E F R *Weight 6 .37 10.5 15.5 6.90 11.2 6.81 7.98 6.0 74 A • Weight includes two swivel glands. Tyler Pipe/Utilities Division• P.O. Box 2027 • Tyler, Texas 75710 • (903) 882-5511 Union Foundry Company• P.O. Box 309 • Anniston, Alabama 36202 • (256) 236-7601 --~-I l I : F D I : , I 1 I _t 4-4-2003 I • Tyler/Union MECHANICAL JOINT C 153 DUCTILE IRON COMPACT FITTINGS Sizes 3" thru 12" UL Listed For Fire Main Equipment TEES MJ Tee Size T 3 .34 4x3 .35 4 .35 6x3 .37 6x4 .37 6 .37 8x3 .39 8x4 .39 8x6 .39 8 .39 10x3 .41 10x4 .41 10x6 .41 10x8 .41 10 .41 12x3 .43 12x4 .43 12x6 .43 12x8 .43 12x10 .43 12 .43 14x6 .51 14x8 .51 14x10 .51 14x12 .51 14 .51 16x6 .52 16x8 .52 16x10 .52 16x12 .52 16x14 .52 16 .52 4-4-2003 CROSS T MJ x FE Tee MJ x Swivel Tee Cross Dimensions Weights Jl H Jl J2 J3 MJ MJxFE MJxSt Cross .34 3.5 3.50 5.5 26 29 31 .34 3.5 4.00 6.5 35 34 39 .35 4.0 4.00 6.5 36 39 45 .34 3.5 5.00 8.0 51 54 .35 4.0 5.00 8.0 52 57 62 .37 5.0 5.00 8.0 10.50 66 68 77 79 .34' 4.0 6.50 9.0 56 .35 4.5 6.50 9.0 72 82 84 .37 5.5 6.50 9.0 11 .50 79 81 105 98 .39 6.5 6.50 9.0 11.50 90 101 116 112 .34 4.0 7.50 11.0 80 .35 4.5 7.50 11.0 82 92 98 .37 5.5 7.50 11.0 13.00 99 116 114 121 .39 6.5 7.50 11.0 13.00 116 128 138 135 .41 7.5 7.50 11.0 132 144 156 .34 4.0 8.75 12.0 99 .35 4.5 8.75 12.0 108 118 119 .37 5.5 8.75 12.0 14.25 119 133 132 138 .39 6.5 8.75 12.0 14.25 126 146 149 149 .41 7.5 8.75 12.0 159 174 187 .43 8.75 8.75 12.0 171 198 202 .44 6.5 10.50 14.0 16.00 183 205 211 210 .45 7.5 10.50 14.0 211 231 .46 8.5 10.50 14.0 229 244 255 .47 9.5 10.50 14.0 245 284 269 .51 10.5 10.50 14.0 281 291 299 .45 6.5 11 .50 15.0 17.00 222 230 243 250 .46 7.5 11.50 15.0 245 248 264 .47 8.5 11.50 15.0 265 287 286 .48 9.5 11.50 15.0 277 312 312 .51 10.5 11.50 15.0 317 348 .52 11.5 11.50 15.0 337 324 457 t Weights include swivel gland Tyler Pipe/Utilities Division • P.O. Box 2027 • Tyler, Texas 75710 • (903) 882-551 1 Union Foundry Company• P.O. Box 309 • Anniston, Alabama 36202 • (256) 236-7601 3 Tyler/Union TEES (Continued) MJ Tee MJ x FE Tee Size 18x6 18x8 18x10 18x12 18x14 18x16 18 20x6 20x8 20x10 20x12 20x14 20x16 20x18 20 24x6 24x8 24x10 24xl2 24x14 24x16 24x18 24x20 24 30x6 30x8 30x12 30x16 30x20 30x24 30 36x16 36x24 36x30 36 Dimensions T Tl H Jl .59 .44 6.5 12.5 .59 .45 7.5 12.5 .59 .47 8.5 12.5 .59 .49 9.5 12.5 .59 .56 10.5 12.5 .59 .57 11.5 12.5 .59 .59 12.5 12.5 .60 .44 7.0 14.0 .60 .45 8.0 14.0 .60 .47 9.0 14.0 .60 .49 10.0 14.0 .60 .56 11.0 14.0 .60 .57 12.0 14.0 .60 .59 13.0 14.0 .60 .60 14.0 14.0 .62 .44 7.0 16.0 .62 .45 8.0 16.0 .62 .47 9.0 16.0 .62 .49 10.0 16.0 .62 .56 11.0 16.0 .62 .57 12.0 16.0 .62 .59 13.0 16.0 .62 .60 15.0 17.0 .62 .62 17.0 17.0 • (Available Soon see List Prices) • (Available Soon see List Prices) • (Available Soon see List Prices) • (Available Soon see List Prices) • (Available Soon see List Prices) • (Available Soon see List Prices) • (Available Soon see List Prices) • (Available Soon see List Prices) * (Available Soon see List Prices) • (Available Soon see List Prices) • (Available Soon see List Prices) J2 15.5 17.0 19.0 J3 18.0 19.5 21.5 MECHANICAL JOINT C 153 DUCTILE IRON COMPACT FITTINGS Sizes 3" thru 12" UL Listed For Fire Main Equipment MJ 275 280 286 372 415 445 490 335 390 417 460 475 530 560 605 465 475 516 549 585 625 675 740 844 MJ x Swivel Tee Weights MJxFE tMJxS 261 279 351 362 358 451 457 580 744 t Weights include swivel gland. MJ GLANDS ~L -p Glands Size Weight Size Weight 3 3 12 10 4 4 14 17 6 5 16 21 8 6 18 22 10 9 20 32 24 37 Swivel Glands, page 21 Retainer Glands, page 8 lj':-: VARIABLE n7 -~ :~:ZZZZ:~~ct Swivel x Solid Adapter with Swivel Gland Size by Wall Laying Length Thickness Weight 6x13 .37 6x18 .37 6x24 .37 8x12 .39 Swivel x Swivel Adapter Size by Wall 52 65 69 52 Laying Length Thickness Weight 6x12 .37 28 6x18 .37 49 6x24 .37 52 Tyler Pipe/Utilities Division • P.O. Box 2027 • Tyler, Texas 75710 • (903) 882-5511 Union Foundry Company• P.O. Box 309 • Anniston, Alabama 36202 • (256) 236-7601 4-4-2003 Tyler/Union *RETAINER GLAND ASSEMBLY ~ ~ - T ~ B ~ 12222i222zl222 = *~~ A DUCTILE IRON C 110 FULL BODY MECHANICAL JOINT FITTINGS Pipe Wall Thickness: Sizes 3"-12" are recommended for ductile iron pipe class 50 thru 56. Sizes 14" thru 24" are recommended for ductile iron pipe class 53 thru 56. DUCTILE IRON RETAINER GLANDS See Installations Instructions ............................................................. Page 49 Mechanical Joint Retainer Glands are designed to provide a method for restrain- ing mechanical joint pipe and fittings and other standardized mechanical joints against possible joint separation, rupture or blow-out caused by internal water pressure. Pressure Gland Pipe O.D. D.I. Pipe Rating, O.D. O.D. Wall Size psi B A Class 3 350 7.69 3.96 50-56 4 350 9.12 4.80 50-56 6 350 11.12 6.90 50-56 8 250 13.37 9.05 50-56 10 250 15.62 11.10 50-56 12 150 17.88 13.20 50-56 14 250 20.25 15 .30 53-56 16 200 22.50 17.40 53-56 18 200 24.75 19.50 53 -56 20 200 27.00 21.60 53-56 24 150 31 .50 25.80 53-56 • Not included in AWWA Cl 10 TEES MJ x MJ x Swivel Dimensions Size X y Weight 6 8.0 10.5 150 8x6 9.0 11.5 199 8 9.0 11.5 210 10x6 11.0 13.5 267 12x6 12.0 14.5 346 16x6 15.0 17.5 619 16x8 15.0 17.5 649 30x6 18.0 24.5 2070 All weights shown include the Swivel Gland No of Size of Set Set Gland Weight Screws Screws Weight w / Acces. 4 5/ax2 4 8 4 5/sX2 5 11 6 5/ax2 9 16 9 5/sX2 13 21 12 5/ax2 17 26 16 5/sX2 20 28 20 5/ax2 ½ 44 55 24 5/ax2½ 54 64 24 5/ax2 ½ 62 72 28 5/sX3 76 91 32 5/ax3 103 118 The set screws are square-headed with Type C knurled cup points, and are shipped already assembled in the Glands. They are manufactured of 4140 grade alloy steel, and are heat treated to a Rockwall "C" 45/ 53 case hardness. Tee-head bolts and gaskets are not included, but may be ordered separately. Recommended torque for set screws is 7 5 foot pounds, and set screws on opposite sides of the glands should be tightened alternately. Tee-head bolt hole size and spacing are equal to MJ Glands as shown in AWWA C- l 11 . Standard mechanical Joint gaskets as shown in C-111 should be used. MJGLAND ~ JP Gland Weight Size Wt. Pack Gland Only 2 5 3 3 7 4 4 10 6 6 16 10 8 25 16 10 30 19 12 40 26 14 45 34 16 55 54 18 65 52 20 85 73 24 105 91 30 220 90 36 301 127 ANSI/AWWA C110/A21.10, ANSI/AWWA C111/A21.11 Tyler Pipe/Utilities Division • P.O. Box 2027 • Tyler, Texas 75710 • (903) 882-5511 4-4-2003 Union Foundry Company• P.O . Box 309 • Anniston, Alabama 36202 • (256) 236-7601 19 • l Tyler/Union DUCTILE IRON C 110 FULL BODY MECHANICAL JOINT ELLS, ADAPTERS AND GLANDS For Valve and Hydrant Connections ADAPTERS Swivel x Solid Adapter Size by Wall Laying Length Thickness In VARIABLE 4x13 .52 .. 6x12 .55 6x18 .55 6x24 .55 6x36 .55 8x13 .60 12x13 .75 *Weights with Gland. ELLS :<I Weight* 52 84 91 105 156 126 186 Other Swivel Hydrant Fittings, Pages 3, 4 and 5. ~:zzzzz~~ '·7 } r -- A btj:;:::~~ ........ *90° Swivel x Swivel Ell (Not Included In AWWA C 110) Wall Dimensi<!_ns Size Thickness A B C D E F R *Weight 6 .55 10.5 15.5 7.10 11.12 6.90 8.02 6.0 106 8 .60 11.5 16.5 9.20 13.37 9.05 10.17 7.0 156 • With 2 Swivel Glands SWIVEL GLAND ASSEMBLY Used with swivel fittings, the TYLER Swivel Gland, with its rotating feature, permits the installer to meet any grade requirements regardless of bolt-hole alignment. In addition, the system permits stiff connections without braces, blocking or strapping. 20 Swivel Glands** Size 4 6 8 12 Weight 12 17 23 30 ** Not included in AWWA Cl 10. ANSI/AWWA C110/A21.10, ANSI/AWWA C111/A21.11 NOTE: When ordering glands separately, ( 1) Specify TYLER UPC Code Number, (2) Description, and (3) Size of fitting to be joined. Tyler Pipe/Utilities Division • P.O. Box 2027 • Tyler, Texas 75710 • (903) 882-551 1 Union Foundry Company• P.O. Box 309 • Anniston, Alabama 36202 • (256) 236-7601 4-4-2003 Tyler /Union UNION-TITE DUCTILE IRON C 153 COMPACT FITTINGS TEES 24 Size 4 6x4 6 8x4 8x6 8 10x4 10x6 10x8 10 12x4 12x6 12x8 12x10 12 14x6 14x10 14x12 14 16x6 16x8 16x10 16x12 16x14 16 18x6 18x8 18x10 18x14 18x16 20x6 20x10 20x14 20x16 20x18 24x6 24x10 24x12 24x14 24x16 24x18 24x20 24 UT x UT Tees UT x Flange Tees UT x Swivel Tees T .35 .37 .37 .39 .39 .39 .41 .41 .41 .41 .43 .43 .43 .43 .43 .51 .51 .51 .51 .52 .52 .52 .52 .52 .52 .59 .59 .59 .59 .59 .60 .60 .60 .60 .60 .62 .62 .62 .62 .62 .62 .62 .62 Tl .35 .35 .37 .35 .37 .39 .35 .37 .39 .41 .35 .37 .39 .41 .43 .44 .46 .47 .51 .45 .46 .47 .48 .51 .52 .44 .45 .47 .56 .57 .44 .47 .56 .57 .59 .44 .47 .49 .56 .57 .59 .60 .62 H Dimensions Jl 4.5 5.0 6.0 5.0 6.0 7.0 6.0 7.0 8.0 9.0 6.0 7.0 8.0 9.0 10.0 6.5 8.5 9.5 10.5 6.5 7.5 8.5 9.5 10.5 11.5 6.5 7.5 8.5 10.5 11.5 7.0 9.0 11.0 12.0 13.0 7.0 9.0 10.0 11.0 12.0 13.0 15.0 17.0 4.5 6.0 6.0 7.0 7.0 7.0 9.0 9.0 9.0 9.0 10.0 10.0 10.0 10.0 10.0 10.5 10.5 10.5 10.5 11.5 11.5 11.5 11.5 11.5 11.5 12.5 12.5 12.5 12.5 12.5 14.0 14.0 14.0 14.0 14.0 16.0 16.0 16.0 16.0 16.0 16.0 17.0 17.0 J2 6.5 8.0 8.0 9.0 9.0 9.0 11.0 11.0 11.0 11.0 12.0 12.0 12.0 12.0 12.0 12.5 12.5 12.5 14.0 13.5 13.5 13.5 13.5 15.0 15.0 14.5 14.5 14.5 16.0 16.0 16.0 16.0 17.5 17.5 17.5 18.0 18.0 18.0 19.5 19.5 J3 9.5 10.5 10.5 12.5 12.5 13.5 13.5 14.0 15.0 15.0 16.13 16.13 17.5 19.5 UT X UT 44 68 69 73 96 116 102 113 145 155 119 141 177 160 217 176 195 196 209 266 292 232 239 349 261 348 325 344 342 362 355 369 484 610 539 385 478 663 542 566 593 628 884 Weights UT xFlange 45 56 71 89 101 117 115 128 145 158 138 148 170 162 183 212 246 296 321 160 270 330 321 342 355 301 319 337 393 420 341 420 474 498 512 468 503 531 555 Tyler Pipe/Utilities Division• P.O. Box 2027 • Tyler, Texas 75710 • (903) 882-5511 Union Foundry Company• P.O. Box 309 • Anniston, Alabama 36202 • (256) 236-7601 UT x Swivel 65 100 110 130 156 162 158 202 229 292 348 324 400 525 4-4-2003 • • • • FLANGED FITTINGS @<8> LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 Ductile iron per ASTM A536. Pressure rated for 250 psi. Gray iron per ASTM A 126. Pressure rated for 175 psi. Dimensions in accordance with ANSI/AWWA C110/A21, 10 and ANSI B16.1. Drilling in accordance with ANSI B16.1 Class 125/150 flanges. FLANGE DETAILS T --------------------------SIZE FLANGE BOLT FLANGE BOLT NUMBER BOLTS (IN.) DIAMETER CIRCLE THICKNESS HOLE OF SIZE OD BC T (MIN.) DIA BOLTS -0,D 3 7.50 6.00 0.75 0.75 4 0.62x2.50 4 9.00 7.50 0.94 0.75 8 0.62x3.00 6 11.00 9.50 1.00 0.88 8 0.75x3.50 8 13.50 11.75 1.12 0.88 8 0.75x3.50 C. 10 16.00 14.25 1.19 1.00 12 0.88x4.00 12 19.00 17.00 1.25 1.00 12 0.88x4.00 A IZE FBD90 FLANGED 90Q ELBOW FBD45 FLANGED 45Q ELBOW --------------------------------------NOMINAL CENT~ WALL WBGHT NOMINAL CENT~ WALL WBGHT PIPE TO FACE THCKNESS LBS. PIPE TO FACE THICKNESS LBS. SIZE(IN.) A G (MIN.) SIZE(IN.) A G (MIN.) 3 5.50 0.48 24 3 3.00 0.48 20 4 6.50 0.52 40 4 4.00 0.52 35 6 8.00 0.55 66 6 5.00 0.55 57 8 9.00 0.60 105 8 5.50 0.60 92 10 11.00 0.68 170 10 6.50 0.68 143 12 12.00 0.75 250 12 7.50 0.75 215 SIZ[ _I FBD22 FLANGED 22 1/2Q ELBOW FBD11 FLANGED 111/4Q ELBOW --------------------------------------NOMINAL CENT~ WALL WBGHT NOMINAL CENT~ WALL WBGHT PIPE TO FACE THICKNESS LBS. PIPE TO FACE THICKNESS LBS. SIZE(IN.) A G (MIN.) SIZE(IN.) A G {MIN.) 3 3.00 0.48 20 3 3.00 0.48 20 4 4.00 0.52 35 4 4.00 0.52 35 6 5.00 0.55 55 6 5.00 0.55 55 8 5.50 0.60 90 8 5.50 0.60 90 10 6.50 0.68 140 10 6.50 0.68 140 12 7.50 0.75 215 12 7.50 0.75 214 Page 23 FLANGED FITTINGS ®~ LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 A A I •' FBRD90 FLANGED REDUCING 90Q ELBOW FBLRD90 FLANGED LONG RADIUS 90Q EL ---------------------------------------NOMINAL CENTER 1st WALL 2nd WALL WBGt-rr NOMINAL CENTER WALL WBGt-rr PIPE TO FACE THCKNESS THCKNESS LBS. PIPE TO FACE THICKNESS LBS. SIZE(IN.) A G1 (MIN.) G2 (MIN.) SIZE(IN.) A G (MIN.) 4X3 6.50 0.52 0.48 35 3 7.75 0.48 30 6X3 8.00 0.55 0.48 59 4 9.00 0.52 55 6X4 8.00 0.55 0.52 63 6 11.50 0.55 85 8X4 9.00 0.60 0.52 88 8 14.00 0.60 145 8X6 9.00 0.60 0.55 101 10 16.50 0.68 210 10X6 11.00 0.68 0.55 146 12 19.00 0.75 325 10X8 11.00 0.68 0.60 170 12X6 12.00 0.75 0.55 209 12X8 12.00 0.75 0.60 234 12X10 12.00 0.75 0.68 241 ,. FTD FLANGED REDUCING TEE --------------------NOMINAL CENTER 1st WALL 2nd WALL WBGt-rr PIPE TO FACE THICKNESS THICKNESS LBS. SIZE(IN.) A G1 (MIN.) G2 (MIN.) 4X3 6.50 0.52 0.48 55 6X3 8.00 0.55 0.48 86 FTD FLANGED STRAIGHT TEE 6X4 8.00 0.55 0.52 93 -------------------NOMINAL CENTER WALL WBGt-rr 8X4 9.00 0.60 0.52 139 PIPE TO FACE THICKNESS LBS. 8X6 9.00 0.60 0.55 146 SIZE(IN.) A G (MIN.) 10X4 11.00 0.68 0.52 218 3 5.50 0.48 37 10X6 11.00 0.68 0.55 227 4 6.50 0.52 63 10X8 11.00 0.68 0.60 238 6 8.00 0.55 100 12X4 12.00 0.75 0.52 313 8 9.00 0.60 160 12X6 12.00 0.75 0.55 326 10 11.00 0.68 255 12X8 12.00 0.75 0.60 342 12 12.00 0.75 385 12X10 12.00 0.75 0.68 362 Page 24 FLANGED FITTINGS -~ @~ LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 A A SIZE: FRD FLANGED CONCENTRIC REDUCER FERD FLANGED ECCENTRIC REDUCER ----------------------------------------NOMINAL FACE 1st WALL 2nd WALL WBGHT NOMINAL FACE 1st WALL 2nd WALL WBGHT PIPE TO FACE THICKNESS THICKNESS LBS. PIPE TO FACE THICKNESS THICKNESS LBS. SIZE(IN.) A G1 (MIN.) G2 (MIN.) SIZE(IN.) A G1 (MIN.) G2 (MIN.) 4X3 7.00 0.52 0.48 29 4X3 7.00 0.52 0.48 26 6X3 9.00 0.55 0.48 42 6X3 9.00 0.55 0.48 44 6X4 9.00 0.55 0.52 48 6X4 9.00 0.55 0.52 46 8X4 11.00 0.60 0.52 70 8X4 11.00 0.60 0.52 70 8X6 11.00 0.60 0.55 80 8X6 11.00 0.60 0.55 75 10X6 12.00 0.68 0.55 104 10X6 12.00 0.68 0.55 112 10X8 12.00 0.68 0.60 120 10X8 12.00 0.68 0.60 120 12X6 14.00 0.75 0.55 145 12X6 14.00 0.75 0.55 130 12X8 14.00 0.75 0.60 160 12X8 14.00 0.75 0.60 145 12X10 14.00 0.75 0.60 180 12X10 14.00 0.75 0.60 170 I A IC In A , G ' 111, lnTo r FXD FLANGED CROSS FLBD BLIND FLANGE ----------------------------------NOMINAL CENTER WALL WBGHT NOMINAL DIAMETER BOLT WALL WBGHT PIPE TO FACE THICKNESS LBS. PIPE OF PORT CIRCLE THICKNESS LBS. SIZE(IN.) A G (MIN.) SIZE(IN.) I BC G (MIN.) 3 5.50 0.48 47 3 3.00 6.00 0.75 9 4 6.50 0.52 77 4 4.00 7.50 0.94 16 6 8.00 0.55 125 6 6.00 9.50 1.00 25 8 9.00 0.60 200 8 8.00 11.75 1.12 42 10 11.00 0.68 280 10 10.00 14.25 1.19 63 12 12.00 0.75 430 12 12.00 17.00 1.25 85 Page 25 A C FBBD90 FLANGED BASE 9QQ ELBOW -------------------NOMINAL CENTER HBGHT BASE BOLT WBGHT PIPE TO FACE OF BASE DIA. CIRCLE LBS. SIZE(IN.) A B s BC 3 5.50 4.88 5.00 3.88 32 4 6.50 5.50 6.00 4.75 53 6 8.00 7.00 7.00 5.50 89 8 9.00 8.38 9.00 7.50 153 10 11.00 9.75 9.00 7.50 225 12 12.00 11.25 11.00 9.50 340 Flange accessory packs with 1 /8" thick rubber (ASTM D2000 type a) gasket & hex bolts & nuts Norn. Size BOLTS QTY Weight 3 5/8 X 21/2 4 2 4 5/8 X 3 8 3 6 3/4 X 31/2 8 5 8 3/4 X 3 1 /2 8 6 10 7/8 x4 12 12 12 7/8 x4 12 13 14 1 x4 1/2 12 19 16 1 x4 1/2 16 25 18 1 1 /8 x5 16 35 20 1 1/8 x5 20 45 24 1 1 /4 X 5 1 /2 20 63 30 1 1 /4 X 6 1 /2 28 95 36 1 1 /2 X 7 32 170 42 1 1 /2 X 8 36 215 48 1 1 /2 X 8 44 265 54 1 3/4 X 8 1/2 44 390 Page 26 FLANGED FITTINGS ®~ LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 B s FBTD FLANGED BASE TEE -------------------NOMINAL CENTER HBGHT BASE BOLT WBGHT PIPE TO FACE OF BASE DIA. CIRCLE LBS. SIZE(IN.) A B s BC 3 5.50 4.88 5.00 3.88 47 4 6.50 5.50 6.00 4.75 73 6 8.00 7.00 7.00 5.50 120 8 9.00 8.38 9.00 7.50 210 10 11.00 9.75 9.00 7.50 300 12 12.00 11.25 11.00 9.50 430 Series 200 adapter flange conveniently joins plain end steel or ductile iron pipe to flanged end equipment, valves or pipe. Elimi- nates threading, welding or grooving the pipe ends. Sizes 3"-12" are UL/ULC listed. Size 3"-10" are FM approved. NOMINAL STEB... FLANGE END PIPE PIPE DIAMETER TO END SIZE(IN.) O.D. OD A 3 3.50 7.50 2.00 4 4.50 9.00 2.07 6 6.63 11.00 2.19 8 8.63 13.50 2.31 10 10.75 16.00 2.50 12 12.75 19.00 2.50 Companion flanges are produced from ductile iron per ASTM A536. BOLT CIRCLE BC 6.00 7.50 9.50 11.75 14.25 17.00 Drilling is in accordance with ANSI B 16.1 Class 125/150. Threads are NPT per ANSI/ASME B1 .20.1 FLDC COMPANION FLANGE FLANG.ED FITTINGS . ®~ LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 I) ET on SET SCREWS AECOM MENDS> WBGHT QTY SIZE 2 1/2 X 11/4 4 1/2X11/4 8 1/2X11/4 8 5/8 X1 1/2 12 5/8 X11/2 12 5/8 X1 1/2 SET-SCREW TORQUE (LB.FT.) SCH20 --- 50 50 50 0. l SCH30 - - - 50 50 60 I .c SCH40+ 70 70 70 90 90 90 LBS. 5 7 10 15 25 33 -------------------------------------------NOMINAL STEEL FLANGE THICKNESS END HUB BOLT BOLT QTY BOLTS WBGHT PIPE PIPE DIAMETER TO END DIA CIRCLE HOLE OF SIZE LBS SIZE(IN.) O.D. OD A B C BC DIA BOLTS 4 4.50 9.00 0.94 1.38 5.32 7.50 0.75 8 0.62X3.00 14 5 5.56 10.00 0.94 1.38 6.44 8.50 0.88 8 0.75X3.00 18 6 6.63 11.00 1.00 1.56 7.56 9.50 0.88 8 0.75X3.50 19 8 8.63 13.50 1.12 1.87 9.75 11.75 0.88 8 0.75X3.50 30 Page 27