Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
F2009-0322 - Misc
1Sit -u�, iazngOr #zzo Sprinkmatic 79 Daily Drive #245, Camarillo, CA 93010 Ph. (805) 640-9676 Fax (805) 640-9682 License# 690171 / C-16 Material Cut sheet Submittal for: Hoag Blood Donor Center One Hoag Dr., Ste. 220 Newport Beach, CA CITY OF NEWPORT BEACH BUILDING DEPARTMENT "APPRR^ZATOA! iHCEEPLANS DOES NON n UT EXPRESS HE r"PrdruO ORDINANCES, NOT PLANS, N�ATCi THESE pVEoLATION lYO`NEWPORT OO55����� II AR<pT TH OR T HIS 71 R .ALGO AND ZONING ORDINANCES, IN ALL RESPESEAI/CIE LE, VFS 7,yEF& RIGHT IICiS PEAKS A, RESPECTS, ANS SI'PROV';,A REQUIRE ND POIiCIE, P S 'Doff, Cc OF TyPI IA E,'— ,rAi1 O/ZEDNY THESE PLATS Cy 'rEE$Aq;K,N'.CLMI_ CITY OF A'EWPSRTBERY �CH, COMPLY WITH THE ...._ ... pDGEMENg °f-09 JS� J IIGGNAT DAT AFPROVA ISSUE DATE: Dyna-Thread® Full Line Sch-40 Replacement Dyne -Thread offers the life expectancy of Sch-40 with superior hydraulics and greater value. Dyna-Thread sprinkler pipe represents an engineering advancement for the sprinkler pipe industry. It combines the safety and longevity of traditional Sch-40 pipe with quality and superior hydraulic advantages. Comparison to Schedule 40 • Dyna-Thread's inside diameter is up to 3.6% larger than Sch-40 giving it superior hydraulics. And, when used in combination with Dyna-Flow pipe, down sizing often occurs. • Dyna-Thread is fully listed and approved by UL, ULC, and FM for fire sprinkler applications. • The life expectancy of Dyna-Thread and Sch-40 are equal based on the calculated wall thicknesses per UL. • The consistent quality of steel used to make Dyna-Thread facilitates smooth threading and lower maintenance costs. • The exterior of Dyna-Thread is protected by a clean, durable mill coating for extended shelf life and easy paint application. Listed Approved Listed • With its increased strength and lighter weight, Dyna-Thread reduces installation fatigue and is ideal for retro-fit applications. Corrosion Resistance Ratio (CRR) is a UL (Underwriters Laboratory) term for the estimated life expectancy of a pipe joint. This is based on the calculated wall thickness at the base of the first exposed thread, assumed to be the weakest point of the pipe length. Dyna- Thread and Sch-40 have the same, calculated wall thicknesses at this point and are both assigned the same CRR of 1.00. The internal surface of all black Allied Tube & Conduit Fire Sprinkler pipe products up to 4.5000" in diameter is coated with our new Antibacterial Formula, "ABF". In scientific laboratory test, ABS proved to have superior resistance to microbial colonization of pipe walls, thereby delaying or possibly preventing the onset of Microbiologically Influenced corrosion (MIC) when the First Sprinkler System is first installed. NPS In; mm Specifications Nominal I.O. Wt. Wt. (H20 Filled) Pes/ Wt/Lift (21') W11LItt (24') In; ram Lbs/Ft; Kg/m Lbs/Ft; Kg/m Lift Lbs; Kg Lbs; Kg WVLift (25') Lbs; Kg 1 ° 1.080 1.330 1.75 70 1955 2234 2327 25 27.4 2.0 2.60 70 887 1013 1056 1'/a° 1.408 1.870 2.54 51 2002 2288 2384 32 35.8 2.8 3.78 51 908 1038 1081 11 s 1.639 2.290 3.22 44 2115 2418 2519 40 91.6 3.4 4.79 44 959 1097 1145 2° 2.104 3.050 4.57 30 1921 2196 2287 50 53.4 4.5 6.80 30 871 996 1037 t[ifCC /Row Control G allied TUBE & CONDUIT Comparison to L.W.T. Pipes • More wall thickness at the thread (CRR=1.00) gives Dyna-Thread better life expectancy than lightwall threadable pipe joints. • Unlike lightwall threadable pipe, Dyna-Thread has no thread gauge warning. • Dyna-Thread is approved for standard hanger spacing (15 ft. O.C.), can be used as earthquake sway bracing, and is safe to use as drops. • Dyna-Thread is safer to weld on. • Dyna-Thread is more widely accepted than lightwall threadable where Sch-40 is specified. Specifications & Approvals Super 40/Dyna-Thread pipe is manufactured to meet: ASTM A-135, Grade A and is in compliance with NFPA-13. All sizes of Super 40/Dyna- Thread are rated at 300 psi working pressure. Super 40/Dyna-Thread is UL and ULC Listed for wet, dry deluge and pre -action sprinkler systems and FM Approved for use in wet systems. Super 40/Dyna-Thread can be "hot -dip" galvanized to meet FM requirement for dry systems. Super 40/Dyna-Thread is approved for all threaded couplings and welded outlets and is suitable for all roll -grooved, and plain -end fittings. (See listing information). 16100 S. Lathrop • Harvey, IL 60426 11350 Norcom Rd. • Philadelphia, PA 19154 2525 N. 27 th Ave. • Phoenix, AZ 85009 Customer Service: (800) 882-5543 Fax 708-339-1806 S3-3 US LISTED SMITH - CooPIE 1" INTERNATIONAL Ductile Iron Threaded Fittings * ALL FITTINGS 100% AIR TESTED * ISO 9001:2000 MANUFACTURER * LISTED/APPROVED AT 500 PSI Ductile Iron 90° Elbow Figure 35E Size A Wgt .-A-.- 1/2 1.13 0.24 3/4 1.31 0.40 1 1 1.50 0.64 11111 I 1-1/4 1.75 0.95 1 1-1/2 1.94 1.24 2 2.25 1.74 2-1/2 2.70 3.28 Ductile Iron Reducing 90° Elbow Figure 35RE Size A B Wgt 3/4 x 1/2 1.22 1.20 0.33 1 x 1/2 1.36 1.26 0.44 1 x 3/4 1.45 1.38 0.53 1-1/4 x 1/2 1.53 1.34 0.64 1-1/4 x 3/4 1.63 1.45 0.75 1-1/4 x 1 1.67 1.58 0.77 ~A-1.. 1-1/2 x 1/2 1.75 1.52 0.90 a + 1-1/2 x 3/4 1.75 1.52 0.95 1-1/2 x 1 1.80 1.82 0.99 1 1/2x1-1/4 1.88 1.82 1.14 2 x 1/2 1.97 1.60 1.35 2 x 3/4 1.97 1.60 1.39 2 x 1 2.02 1.73 1.58 2 x 1-1/4 2.10 1.90 1.62 2 x 1-1/2 2.16 2.02 1.67 2-1/2 x 1-1/2 2.51 2.16 2.32 2-1/2 x 2 2.60 2.39 3.01 Ductile Iron Brass Seat Union Figure 35U Size A Wgt 1/2 1.88 0.47 I••I t 3/4 2.00 0.66 1 2.19 1.08 ■■■■ A 2.50 1.54 � ♦1-1/4 1-1/2 2.62 2.03 2 3.12 3.15 Ductile Iron Tee Figure 35T Size A Wgt 1/2 1.13 0.33 ..-A-yrA---► 3/4 1.31 0.50 t 1 1.50 0.85 L- A 1-1/4 1.75 1.30 ♦ 1-1/2 1.94 1.63 2 2.25 2.63 2-1/2 2.70 4.55 - *ASME / ANSI B16.3 * ASTM A536 Grade 65,45,12 * ASME/ANSI B 120.1 Ductile Iron Couplin APPROVED Figure 35CP Size A Wgt 1/2 1.38 0.18 3/4 1.63 0.26 t A 1 1.75 0.44 1-1/4 2.00 0.54 1-1/2 2.19 0.71 2 2.62 1.15 2-1/2 3.00 2.29 Ductile Iron Ca Figure 35C Size A Wgt - 1/2 0.87 0.15 3/4 0.97 0.22 1 1.16 0.54 3 (► A 1-1/4 1. 0.354 1-1/2 1.33 0.68 fjl I + 2 1.45 0.96 2-1/2 1.70 1.80 Ductile Iron Hex Bushin Figure 35HB Size A Wgt 1 x 1/2 1.06 0.22 1 x 3/4 1.06 0.18 NI 1-1/4x1 1.19 0.31 A 1-1/2 x 1 1.25 0.53 1-1/2 x 1-1/4 1.25 0.35 2x1 1.38 0.75 2 x 1-1/4 1.38 0.69 2x1-1/2 1.38 0.62 Ductile Iron 45° Elbow Figure 35F - Size A Wgt 1/2 0.88 0 22 A r ` 3/4 0.98 0.33 1 1.13 0.48 1-1/4 1.29 0.73 4 r 1-1/2 1.44 0.93 A 2 1.69 1.55 2-1/2 I 1.95 2.70 Ductile Iron Beam Clamps luj 4 A Figure 35SP 3/8 10.75 Size A 1/2 0.75 Wg 0.31 0.54 LISTED SMITH - COOPIER. INTERNATIONAL Ductile Iron Threaded Fittings *ALL FITTINGS 100% AIR TESTED * ISO 9001:2000 MANUFACTURER * LISTED/APPROVED AT 500 P5I Ductile Iron Bull Head Tee Figure 35BT -B-� �-A-- I 1 Size A B C Wgt 3/4 x 3/4 x 1 1.45 1.45 1.37 0.68 1 x 1 x 1-1/4 1.67 1.67 1.58 0.97 1 x1 x 1-1/2 1.80 1.80 1.65 1.14 1-1/4 x 1 x 1-1/2 1.88 1.80 1.82 1.43 1-1/4 x 1-1/4 x 1-1/2 1.88 1.88 1.82 1.52 1-1/4x1-1/4x2 2.10 2.10 1.90 2.00 1-1/2x1-1/4x2 2.16 2.10 2.02 1.94 1-1/2 x 1-1/2 x 2 2.16 2.16 2.02 2.00 2 x 2 x 2-1/2 2.60 2.60 2.39 3.67 Ductile Iron Hex Reducing Counlin Figure 35RC Size A Wgt 1 x 1/2 1.69 0.40 1 x 3/4 1.69 0.38 1 I A 1-1/4 x 3/4 2.06 0.53 2 x 1(not hex) 2.81 0.53 I I I I Ductile Iron Cross & Reducing Cross Figure 35X Size A B Wgt .*-A-++-A-+ 1 1.50 1.50 0.97 1-1/4 1.75 1.75 1.59 1-1/2 1.94 1.94 1.89 e 2 2.25 2.25 2.93 Figure 35RX B Size A B Wgt 1-1/4 x 1 1.67 1.58 1.25 1-1/2 x 1 1.80 1.65 1.48 2 x 1 2.02 1.73 2.64 Ductile Iron Plu Figure 35SP Size A Wgt 1/2 0.94 0.10 t 3/4 1.12 0.18 A 1 1.25 0.28 1-1/4 1.37 0.50 1-1/2 1.44 0.70 2 1.50 0.90 * ASME/ ANSI B16.3 * ASTM A536 Grade 65,45,12 * ASME/ ANSI B 1.20.1 Ductile Iron Reducing Tee Figure 35RT Size A B C Wgt 3/4 x 3/4 x 1/2 1.20 1.20 1.22 0.46 1 x 1/2 x 1 1.50 1.36 1.50 0.70 1 x 3/4 x 3/4 1.38 1.31 1.45 0.68 1 x 3/4 x 1 1.50 1.45 1.50 0.77 1 x 1 x 1 /2 1.26 1.26 1.36 0.66 1 x 1 x 3/4 1.38 1.38 1.45 0.73 1-1/4x 1/2x 1-1/4 1.75 1.53 1.75 1.04 1-1/4 x 3/4 x 1-1/4 1.75 1.62 1.75 1.09 1-1/4 x 1 x 1 /2 1.34 1.26 1.53 0.81 1-1/4 x 1 x 3/4 1.45 1.38 1.63 0.90 1-1 /4 x 1 x 1 1.58 1.50 1.69 1.03 1-1/4 x 1 x 1-1/4 1.75 1.69 1.75 1.10 1-1/4 x 1-1/4 x 1/2 1.34 1.34 1.53 0.87 1-1/4 x 1-1/4 x 3/4 1.45 1.45 1.62 0.96 1-1/4 x 1-1/4 x 1 1.58 1.58 1.67 ' 1.10 1-1/2 x 1/2 x 1-1/4 1.81 1.56 1.88 1.37 1-1/2 x 1/2 x 1-1/2 1.94 1.66 1.94 1.42 1-1/2 x 3/4 x 1-1/4 1.94 1.66 1.88 1.42 1-1/2 x 3/4 x 1-1/2 1.94 1.75 1.94 1.47 1-1/2 x 1 x 1/2 1.44 1.25 1.69 0.97 1-1/2 x 1 x 3/4 1.50 1.44 1.75 1.14 1-1/2 x 1 x1 1.65 1.50 1.80 1.14 1-1/2 x 1 x 1-1/4 1.82 1.67 1.88 1.47 1-1/2x1 x1-1/2 1.94 1.80 1.94 1.52 1-1/2 x 1-1/4 x 1/2 1.41 1.34 1.66 1.03 1-1/2 x 1-1/4 x 3/4 1.52 1.45 1.75 1.10 1-1/2x1-1/4x1 1.65 1.58 1.80 1.31 1-1/2 x 1-1/4 x 1-1/4 1.82 1.75 1.88 1.52 1-1/2 x 1-1/4 x 1-1/2 1.94 1.88 1.94 1.50 1-1/2 x 1-1/2 x 1/2 1.41 1.41 1.66 1.14 1-1/2 x 1-1/2 x 3/4 1.52 1.52 1.75 1.23 1-1/2 x 1-1/2 x 1 1.65 1.65 1.80 1.38 1-1/2 x 1-1/2 x 1-1/4 1.82 1.82 1.88 1.50 2 x 1 x 2 2.25 2.02 2.25 2.18 2x1-1/4x2 2.25 2.10 2.25 2.31 2x1-1/2x1/2 1.49 1.41 1.88 1.50 2 x 1-1/2 x 3/4 1.60 1.52 1.97 1.61 2 x 1-1/2 x 1 1.73 1.65 2.02 1.65 2 x 1-1 /2 x 1-1/4 1.90 1.82 2.10 2.03 2x1-1/2x1-1/2 2.02 1.94 2.16 2.37 2x1-1/2x2 2.25 2.16 2.25 2.53 2 x 2 x 1/2 1.49 1.49 1.88 1.50 2 x 2 x 3/4 1.60 1.60 1.97 1.67 2x2x1 1.73 1.73 2.02 1.91 2 x 2 x 1-1/4 1.90 1.90 2.10 2.05 2x2x1-1/2 2.02 2.02 2.16 2.11 a0060 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 300 RING HANGER 1 thni 4 Inch pipe LISTED FOR STEELICPVC 1/2 and 3/4 Inch pipe 5 thru 8 inch pipe SIZE - 1/2 thru 8 inch pipe. MATERIAL - Carbon Steel, Mil. Galvanized to G-90 spec. LISTING/APPROVAL - c®us 203-EX 2551 Q Approval guide - Pipe Hangers OSHPD OPA-0601 See Website. CONFORMS WITH: Federal Specification WW-H-171 (Type 10, Manufacturers Standardization Society ANSI/MSS-SP-58 (Type 10). MAXIMUM TEMPERATURE - 650°F. FUNCTION - Pipe hanger component for use on steel, CPVC or copper piping. INSTALLATION - Per NFPA-13, 13R and 13D. FEATURES - * Sized and listed exclusively for use with #310 Surge Restrainer. * Band edge is offset for EASY pipe insertion. * Custom fit swivel nut for better retention in ring body. * Full length knurl on swivel nut for better grip. ORDERING - Part #, pipe size. 2/07 IMPERIAL MAX REC. LOAD LBS. METRIC PIPE ROD PIPE ROD 1/2 gig 400 10 3/4 gig 400 20 10 1 3/g 400 25 10 1 1/4 g/g 400 32 10 1 12 gig 400 40 10 2 g/g 400 50 10 2 1/2 g/g. 600 65 10 8 3/8 600 80 10 3 1/2 gig 600 10 4 3/g 1000 100. 10 5 1/2 1250 125 12 6 1/2 1250 150 12 8 1/2 1250 200 12 • Order Part #300m Note. 12" Ring Hanger not <FM> approved 1141 A ■ 1.0110 ea. 1114 Ati aaea 11■ aura e■w saa sale its a4m 41ae a area 446 4 4.1144 41114 ■4aa um raa Sale Alot RED HEAD CONCRETE ANCHORINGSPECIALISTS Submittal Information Trubolt Wedge SPECIFIED FOR ANCHORAGE INTO CONCRETE Wedge anchors feature a type stainless steel split expansion ring and a threaded stud bolt body and integral cone expander, nut and washer. Anchor bodies are made of plated carbon steel, hot -dipped galvanized carbon steel, type 304 stainless steel or type 316 stainless steel as identified in the drawings or other notations. The exposed end of the anchor is stamped to identify anchor length. Stampings should be preserved during installation for any subsequent embedment verification. Use carbide tipped hammer drill bits made in accordance to ANSI B212.15 1994 to install anchors. Anchors are tested to ASTM E488 criteria and listed by ICC-ES. Anchors are listed by the following agencies as required by the local building code: UL, FM, City of Los Angeles, California State Fire Marshal and Caltrans. APPROVALS/LISTINGS Trubolt° Wedge Anchors ICC Evaluation Service, Inc. # ESR-2251 (formedy ICBO# ER-1372) -Category 1 performance rating -2003 IBC and 2006 IBC compliant -Meets ACI 318 ductility requirements -Tested in accordance with ACI 355.2 and ICC-ES AC193 -Listed for use in seismic zones A & B Underwriters Laboratories Factory Mutual City of Los Angeles - #RR2748 California State Fire Marshall Caltrans Meets or exceeds U.S. Government G.S.A. Specification A-A-1923A Type 4 (formerly GSA: FF-S-325 Group II, Type 4, Class 1) Trubolt+ ICC Evaluation Service, Inc. # ESR-2427 -Category 1 performance rating -2003 IBC and 2006 IBC compliant -Meets ACI 318 ductility requirements -Tested in accordance with ACI 355.2 and ICC-ES AC193 -Listed for use in seismic zones A, B, C, D, E, & F INSTALLATION STEPS 1. Select a carbide drill bit with a diameter equal to the anchor diameter. Drill hole to any depth excceeding the desired embedment. See chart for minimum recommended embedment. 2. Clean hole or continue drilling additional depth to accommodate drill fines. 3. Assemble washer and nut, leaving nut flush with end of anchor to protect threads. Drive anchor through material to be fastened until washer is flush to surface of material. 4. Expand anchor by tightening nut 3-5 turns past the hand tight position, or to the specified torque requirement. LENGTH INDICATION CODE * CODE LENGTH OF ANCHOR CODE LENGTH OF ANCHOR A 1-1/2 <2 (38.1 < 50.8) x 6-1/2 <7 (165.1 <177.8) 8 2<2-1/2 (50.8< 63.5) L 7<7.1/2 (177.8<190.5) C 2-1/2 <3 (63.5 < 761) M 7.112 <8 (190.5 <203.2) 0 3<3-1/2 (76.2< 88.9) N 8<8-1/2 (203.2 <215.9) E 3-1/2<4 (88.9<101.6) 0 8-1/2<9 (215.9<228.6) F 4<4-1/2 (101.6<114.3) P 9<9-1/2 (228.6<241.3) G 4-1/2<5 (114.3<127.0) Q 9-1R <10 (241.3< 254.0) H 5<5-1/2 (127.0< 139.7) R 10<11 (254.0< 279.4) I 5-1/2<6 (139.7 < 152.4) S 11<12 (279.4< 304.8) 1 6<6-1/2 (152.4<165.1) T 12<13 (304.8<3302) *located en top of andior for easy Impeaion. Trubolt+ nwRed Head° 1-800-899-7890 37 02/09 www.itwredhead.com - cAtte RED HEAD CONCNENANCHORING SPECAI[Y$TS Submittal Information Trubolt Wedge Anchors Ultimate Tension and Shear Values (Lbs/kN) in Concrete*. ANCHOR DIA. In. (mm) INSTALLATION TORQUE Ft. Lbs. (Nm) EMBEDMENT DEPTH In. (mm) ANCHOR TYPE Pc= 2000 PSI(13.8 MPa) Pc= 4000 PS R7.6MPa) Pc= 6000 P51 (41.4MPa) TENSION Lbs. (kN) SHEAR Lbs. RN) TENSION Lbs. (kN) SHEAR Ws. MN) TENSION Lbs. (ON) SHEAR Lbs. (kN) 1/4 (6.4) 4 (5.4) 1-1/8 (28.6) 1,180 (5.2) 1,400 (6.2) 1,780 (7.9) 1,400 (6.2) 1,900 (8.5) 1,400 (6.2) 1-15/16 (49.2) 2,100 (9.3) 1,680 (75) 3,300 (14.7) 1,680 (7.5) 3,300 (14.7) 1,680 (7.5) 2-1/8 (54.0) 2,260 (10.1) 1,680 (7.5) 3,300 (14.7) 1,680 (73) 3,300 (14.7) 1,680 (73) 3/8 (95) 25 (33.9) 1-12 (38.1) 1,680 (7.5) 2,320 (103) 2,240 (10.0) 2,620 (11.7) 2,840 (12.6) 3,160 (14.1) 3 (76.2) 3,480 (15.5) 4,000 (17.8) 5,940 (26.4) 4,140 (18.4) 6,120 (2721 4,500 (20.(1) 4 (101.6) 4,800 (21.4) 4,000 - (17.8) 5,940 (26.4) 4,140 (18.4) 6,120 (272) 4,500 (20.0) 1/2 (12.7) 55 (74.6) 2-1/4 (572) INS -Carbon or 4,660 (20.7) 4,760 (212) 5,100 (22.7) 4,760 (21.2) 7,040 (313) 7,040 (31.3) 4-1/8 (104.8) INS-6 4,660 (20.7) 7,240 (322) 9,640 (42.9) 7,240 (32.2) 10,820 (48.1) 8,160 (36.3) 6 (152.4) Hat -Dipped 5,340 (23.8) 7,240 (322) 9,640 (42.9) 7,240 (322) 10,820 (48.1) 8,160 (36.3) 5/8 (15.9) 90 (122.0) 2-3/4 (69.9) Galvanized 6,580 (29.3) 7,120 (31.7) 7,180 (31.9) 7,120 (31.7) 9,720 (432) 9,616 (42.8) 5-1/8 (130.2) 6,580 (29.3) 9,600 (42.7) 14,920 (66.4) 11,900 (52.9) 16,380 (72.9) 12,520 (55:7) 7-1/2 (190.5) or 7,060 (31.4) 9,600 (42.7) 15,020 (66.8) 11,900 (52.9) 16,380 (72.9) 12,520 (55.7) 3/4 (19.1) 110 (149.2) 3-1/4 (82.6) WW-3045.S. 7,120 (31.7) 10,120 (45.0) 10,840 (48.2) 13,720 (61.0) 13,300 (59.2) 15,980 (71.1) 6-5/8 (16&3) or 10,980 (48.8) 20,320 (90.4) 17,700 (78.7) 23,740 (105.6) 20,260 (90.1) 23,740 (105.6) 10 (254.0) SWW-3165.5. 10,980 (48.8) 20,320 (90.4) 17,880 (79.5) 23,740 (105.61 23,580 (104.9) 23,740 (105.6) 7/8 (222) 250 (339.0) 3-3/4 (95.3) 9,520 (42.3) 13,160 (585) 14,740 (65.6) 16,580 (73.8) 17,420 (77.5) 19,160 (85.2) 6-1/4 (158.8) 14,660 (65.2) 20,880 (92.9) 20,940 (93.1) 28,800 (128.1) 24,360 (108.4) 28,800 (128.1) 8 (203.2) 14,660 (652) 20,880 (92.9) 20,940 (93.1) 28,800 (128.1) 24,360 (108.4) 28,800 (128.1) 1 (25.4) 300 (406.71 4-1/2 (114.3) 13,940 (62.0) 16,080 (71.5) 20,180 (89.8) 22,820 (1015) 21,180 (94.2) 24,480 (108.9) 7-3/8 (187.3) 14,600 (64.9) 28,680 (127.6) 23,980 (106.7) 37,940 (168.8) 33,260 (148.0) 38,080 (169.4) 9-1/2 (241.3) 18,700 (83.2) 28,680 (127.6) 26,540 (118.1) 37,940 (168.8) 33,260 (148.0) 38,080 (169.4) " A8owabto values re based upon a 4 to l safety factor. Divide by 4far Ibwabk bad values. ' ForTie-Wire Wedge Andor,lW-1400, use tension data from 1/4"diameter whh l-1/8"embedment. For continuous extreme law temperature applications, use stainless steel Trubolt Wedge Anchors ANCHOR DIA. In.(mm) INSTALLATION TORQUE Ft. Lbs. (Nm) Ultimate Tension and Shear Values (Lbs/kN) in Lightweight Concrete* EMBEDMENT DEPTH In. (mm) ANCHOR TYPE LIGHTWEIGHT CONCRETE Pc= 3000 P51(20.7 MPa) LOWER FLUTE 0 STEEL DECK WRH LIGHIWEIGHTCONCRETE FILL Pc = 3000 P51 R0.7 MPa) TENSION Lbs.(kN) SHEAR Lbs. (AN) TENSION Lbs. (kN) SHEAR Lbs. RN) 3/8 (93) 25 (33.9) 1-1/2 (38.1) 3 (76.2) 55 (74.6) 2-1/4 (57.2) 3 (76.2) 4 (101.6) 5/8 (15.9) 90 (1220) 3 (762) 5 (127.0) 3/4 (19.1) 110 (149.2/ 3-1/4 (82.6) 5-1/4 (133.4) WS-Carbon or WS-G Hot -Dipped Galvanized or WW-30455. ar SWW-316 S.S. 2,120 (9.4) 2,940 (13.1) 3,720 (163) 4,240 (18.9) 1,900 (83) 2,890 (12.6) 3,160 (14.1) 4,000 (17.8) 3,600 (16.0) 4,720 (21.0) 7,040 (313) 6,620 (29.4) 6,920 (30.8) 3,400 (15.1) 4,480 (19.9) 4,800 (21.4) 5,380 (23.9) 6,620 (29.4) 6,440 (28.6) 6,000 (26.7) 5,960 (26.51 9,240 (41.1) 9,280 (413) 4,720 (21.0) 6,580 (293) 5,500 (245) 9,140 (40.71 7,160 (31.9) 8,900 (39.6) 12,600 (56.0) 15,920 (70.8) 5,840 (26.01 7,040 (31.3) 8,880 (395) Allowable values are based upon a4ro 1 safety (actor. Divide by4 for a8owable Wad values. nrRed Head® 02/09 1-800-899-7890 38 www.itwredhead.com RED HEAD® eortRE7EANCNORABesPfcuL/Sra Submittal Information Trubolt Wedge Anchors Recommended Edge and Spacing Distance Requirements for Shear Loads* ANCHOR EMBEDMENT ANCHOR EDGE DISTANCE MIN. EDGE MIN. EDGE DISTANCE SPACING MIN. ALLOWABLE DIA. DEPTH TYPE REQUIRED TO DISTANCEATWHICH AT WHKH THE REQUIRED TO SPACING BETWEEN In. (mm) In. (mm) OBTAIN MAX THE LOAD FACTOR LOAD FACTOR OBTAIN MAIL ANCHORS In. (mm) WORKING LOAD APPLIED =.60 APPLIED= .20 WORKING LOAD LOAD FACTOR In. (rum) tn. (mm) In. Imo) In. (rum) APPLIED =.40 1/4 (6.4) 1-1/8 (28.6) 2 (50.8) 1-5/16 (333) - - 3-15/16 (100.0) 2 (50.8) 1-15/16 (49.2) 1-15/16 (491) 1 (25.4) - - 3-7/8 (98.4) 1-15/16 (49.2) 3/8 (9.5) 1-1/2 (38.1) WS-Carbon 2-5/8 (661) 1-3/4 (44.5) - - 5-1/4 1133.4) 2-5/8 (66.7) 3 (76.2) a 3-3/4 (953) 3 (76.2) 1-1/2 (38.1) 6 (152.4) 3 (761) 1/2 (12.7) 2-1/4 (571) WS.G 3-15/16 (100.0) 2-9/16 (65.1) - - 7-7/8 (200.0) 3-15/16 (100.01 4-1/8 (104.8) Hot Dipped 5-3/16 (131.8) 3-1/8 (79.4) 1-9/16 (39.7) 6-3/16 (157.2) 3-1/8 (79.4) 5/8 (15.9) 2-3/4 (69.9) Galvanized 4-13/16 (1222) 3-1/8 (79.4) - - 9-5/8 (2443) 4-13/16 (1221) 5-1/8 (1301) 6-7/16 (1635) 3-7/8 (98.4) 1-15/16 (4911 7-11/16 (195.3) 3-7/8 (98.4) 3/4 (19.1) 3-1/4 (82.6) 6-5/8 (168.3) or - 5-11/16 (1445) 6-5/16 (1603) 3-3/4 (953) 5 (127.0) - - 2-1/2 (63.5) 11-3/8 (288.9) 9-15/16 (252.4) 5-11/16 (1445) 5 (127.0) 7/8 (22.2) 3-3/4 (95.3) or 6-9116 (166.7) 4-5/16 (1093) - - 13-1/8 (333.4) 6-9/16 (166.7) 6-1/4 (158.8) SWW-3165.5. 8-1/2 (215.9) 6-1/4 (1581) 3-1/8 179.4) 12-1R (3173) 6-1/4 (158.8) 1 (25.4) 4-1/4 (108.0) 7-7/8 (200.0) 5-1/8 (1301) - - 15-3/4 (400.1) 7-7/8 (200.0) 7-3/8 (187.3) 10-1/16 (255.6) 7-3/8 (1873) 3-11/16 (93.7) 14-3/4 (374.7) 7-3/8 (187.3) Spadng and edge distances shall be divided by 075 when anchor are placed in s octwal 8ghtwegh[mncrete. linear interpolation may be used for Intermedlate sparing and e ge &stances. Trubolt Wedge Anchors Recommended Edge and Spacing Distance Requirements for Tension Loads* ANCHOR DIA. In. (rum) EMBEDMENT DEPTH In. (rum) a ANCHOR TYPE EDGE DISTANCE REQUIRED TO OBTAIN MAX. WORMING LOAD In. (mm) MIN. ALLOWABLE EDGE DISTANCE AT WHICH THE LOAD FACTOR APPLIED=.65 In. Crum) SPACING REQUIRED TO OBTAIN MAX. WORMING LOAD In.(mm) MIN. ALLOWABLE SPACING AT WHICH THE LOAD FACTOR APPLIED =.70 In. (mm) 1/4 (6.4) 1-1/8 (28.6) 2 (50.8) 1 (25.4) 3-15/16 (100.01 2 (50.8) 1-15/16 (49.2) 1-15/16 (491) 1 (25.4) 3-7/8 (98.4) 1-15/16 (491) 2-1/8 (54.01 1-5/8 (413) 13/16 (20.6) 3-3/16 (81.0) 1-5/8 (41.3) 3/8 (9.5) 1-1/2 (38.1) 2-5/8 (66.7) 1-5/16 1333) 5-1/4 (133.4) 2-5/8 (66.7) 3 (76.2) 3 (76.2) 1-1R (38.1) 6 (152.4) 3 (76.2) 4 (101.6) WS-Carbon or 3 176.2) 1-1/2 (38.1) 6 1152.4) 3 176.2) 1R (12.7) 2-1/4 (57.2) W5-G 3-15/16 (100.0) - 2 (50.8) 7-7/8 (200.0) 3-15/16 (100.0) 4-1/8 (104.8) 3-1/8 (79.4) 1-9116 (39.7) 6-3/16 (157.2) 3-1/8 (79.4) 6 (152.4) Hot -Dipped 4-1/2 (114.3) 2-1/4 (572) 9 (228.6) 4-12 (114.3) 5/8 (15.9) 2-3/4 (69.9) Galvanized 4-13/16 (122.2) 2-7/16 (61.9) 9-5/8 (2445) 4-13/16 (122.2) 5-1/8 (1301) or 3-7/8 (98.4) 1-15/16 (491) 7-1/16 (1953) 3-7/8 (98.4) 7-1/2 (190.5) WW-304 S.5. 5-5/8 (142.9) 2-13/16 (71.4) 11-1/4 (283.8) 5-5/8 (1419) 3/4 (19.1) 3-1/4 (82.6) or 5-11/16 (1445) 2-7/8 (73.0) 11-3/8 (288.9) 5-11/16 (1443) 6-5/8 (16831 SWW-31653. 5 (127.0) 2-1/2 (63.5) 9-15/16 (252.4) 5 (127.0) 10 (254.01 7-1/2 (1903) 3-3/4 (95.3) 15 (381.0) 7-1/2 11905) 7/8 (22.2) 3-3/4 (95.3) - 6-9/16 (166.7) 3-5/16 (84.1) 13-1/8 (333.4) 6-9/16 (166.71 6-1/4 (158.8) - 6-1/4 (158.8) 3-1/8 (79.4) 12-1/2 (3175) 6-1/4 (158.8) 8 (203.2) 6 (152.4) 3 (76.2) 12 (304.8) 6 (152.4) 1 (25.4) 4-1/2 (114.3) 7-7/8 (200.0) 3-15/16 (100.0) 15-3/4 (400.1) 7-7/8 1200.0) 7-3/8 (187.3) 7-3/8 (1873) 3-11/16 (93.7) 14-3/4 (374.7) 7-3/8 (187.3) 9-1/2 (241.3) 7-1/8 (181.01 3-9/16 (903) 14-1/4 (362.0) 7-1/8 (181.0) Spring and edge distances shall be divided by 0.75 when anchors are plated In structural lightweight concrete. Linear Interpolation may be used for intermediate sparing and edge distances. Combined Tension and Shear Loading -for Truboit Anchors Allowable loads forandton subjected to combined shear and tension forces are determined by the following equation: (NM)" IVtNt)93 51 Ps = Appfied tension load Vs = Applied shear load Pt = Allowable tension load Vt = Allowable shear load / wRed Head® 1-800-899-7890 39 02/09 www.itwredhead.com S REPORTrM ESR-2427 Issued January 1, 2008 This report is subject to re-examination in one year. ICC Evaluation Service, Inc. www.icc-es.orq Business/Regional Office • 5360 Wodanan tv411 Road, Whtter, California 90601 • (562) 699 0543 Regional Office • 900 Montclair Road, Suite A, Birmingham, Alabama 35213 • (205) 599-9800 Regional Office • 4051 West Flossmcor Road, Country Club Hills, Illinois 60478 • (708) 799-2305 DIVISION: 03—CONCRETE Section: 03151—Concrete Anchoring REPORT HOLDER: ITW RED HEAD 2171 EXECUTIVE DRIVE, SUITE 100 ADDISON, ILLINOIS 60101 (800) 899-7890 www.itw-redhead.com techsu pporkMitw-red head.com ADDITIONAL LISTEE ITW BRANDS 955 NATIONAL PARKWAY, SUITE 95500 SCHAUMBURG, ILLINOIS 60173 (877) 489-2726 www.itwbrands.com EVALUATION SUBJECT: ITW RED HEAD TRUBOLT + WEDGE ANCHORS FOR CRACKED AND UNCRACKED CONCRETE 1.0 EVALUATION SCOPE Compliance with the following codes: • 2006 lntemational Building Code® (2006 IBC) • 2006 International Residential Code® (2006 IRC) • For legacy codes and earlier editions of the International Codes, see Section 8.0 Property evaluated: Structural 2.0 USES The RED HEAD Trubolt + Wedge Anchor is used to resist static, wind, seismic, tension and shear loads in cracked and uncracked normal -weight or structural sand -lightweight concrete having a specified compressive strength, fie, ranging from 2,500 psi to 8,500 psi (17.2 MPa to 58.6 MPa). The anchoring system is an alternative to cast -in -place anchors described in Sections 1911 and 1912 of the IBC. The anchors may also be used where an engineered design is submitted in accordance with Section R301.1.3 of the IRC. 3.0 DESCRIPTION 3.1 Red Head Trubolt + Wedge Anchor: The Red Head Trubolt + Wedge Anchor is a zinc -plated, torque -controlled, mechanical expansion anchor, available in a 1/2-inch (12.7 mm) diameter. The Trubolt + Wedge Anchor consists of a fully threaded stud, expansion clip, nut and washer. The anchor stud is cold -formed from carbon steel materials with yield and tensile strengths as described in Table 3. The expansion clip is fabricated from low carbon steel. The standard hexagonal nut conforms to ANSI B18.2.2- 65 and the washer conforms to ANSI/ASME B18.22.1 1965 (R1981). The anchor stud consists of a threaded section throughout the majority of its length and a wedge section at the far end. The expansion clip is formed around the anchor, just above the wedge. The expansion clip, consisting of a split cylindrical ring with undercutting grooves at the bottom end, is shown in Figure 1. During torquing of the anchor, the grooves in the expansion clip are designed to cut into the walls of the concrete as the wedge portion of the stud is forced upward against the interior of the clip. 3.2 Concrete: Normal -weight and structural sand -lightweight concrete must conform to Sections 1903 and 1905 of the IBC. 4.0 DESIGN AND INSTALLATION 4.1 Strength Design: 4.1.1 General: Anchordesign strengths must be determined in accordance with ACI 318-05 (ACI 318)Appendix D and this report. Design parameters are provided in Table 3. Strength reduction factors, 0, as given in ACI 318 D.4.4, must be used for load combinations calculated in accordance with Section 1605.2.1 of the IBC. Strength reduction factors, 0, as given in ACI 318 D.4.5, must be used for load combinations calculated in accordance with ACI 318 Appendix C. Strength reduction factors, up, corresponding to ductile steel elements may be used. 4.1.2 Requirements for Static Steel Strength in Tension: The steel strength in tension must be calculated in accordance with ACI 318 D.5.1. The values used to calculate steel strengths are described in Table 3 of this report. 4.1.3 Requirements for Static Concrete Breakout Strength in Tension: The basic concrete breakout strength in tension must be calculated in accordance with ACI 318 D.5.2.2, using the values of he, and ka as given in Table 3. The nominal concrete breakout strength in tension in regions where analysis indicates no cracking in accordance with ACI 318 D.5.2.6 must be calculated with 1/4, n(ke,e,lke,) as given in Table 3. 4.1.4 Requirements for Static Pullout Strength In Tension, Npa„ N .,,,0,: The pullout strength of the anchor in cracked and uncracked concrete, where applicable, is given in Table 3. 4.1.5 Requirements for Static Steel Shear Capacity, Ve: The values of Vse given in Table 3 of this report must be used in lieu of the values of Vs as given in ACI 318 D.6.1.2. aREPORTS` are not to be construed as representing aesthetics or any other attributes not spechcai1yaddresse4 nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use There is no warranty by ICC Evaluation Service, Inc., express or implied as to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2008 •mse,y- ,m•r••.rsax Page 1 of 8 Page 2 of 8 ESR-2427 4.1.6 Requirements for Static Concrete Breakout Strength of Anchor in Shear, V„ or V,,s: Static concrete breakout strength shear capacity must be calculated in accordance with ACI 318 D 6 2 based on the values provided in Table 3. The value of'e used in ACI 318 Equation (D-24) must be taken as no greater than h,r. 4.1.7 Requirements for Static Concrete Pryout Strength of Anchor in Shear, V,, or V: Static concrete pryout strength shear capacity must be calculated in accordance with ACI 318 D.6.3, modified by using the value of N„ or N„o as calculated in Section 4.1.3 of this report. 4.1.8 Requirements for Minimum Member Thickness, Minimum Anchor Spacing and Minimum Edge Distance: Values of c„b, and s„e, as given in Table 3 of this report must be used in lieu of ACI 318 D.8.3. Minimum member thicknesses, h„„, as given in Table 3 of this report must be used in lieu of ACI 318 D.8.5. The critical edge distance at comers, c,,, as given in Table 3 of this report, must be used in lieu of the values stated in ACI 318 D.8.6. 4.1.9 Requirements for Seismic Design: For load combinations including earthquake, the design must be performed according to ACI 318 D.3.3 as modified by Section 1908.1.16 of the IBC, as follows: CODE ACI 318 D.3.3 SEISMIC REGION EQUIVALENT CODE DESIGNATION IBC and IRC Moderate or high seismic risk Seismic Design Categories C, D, E, and F The nominal steel strength and the nominal concrete breakout strength or anchors in tension, and the nomina concrete breakout strength and pryout strengths for anchors in shear, must be calculated according to ACI 318 D.5 and D.6, respectively, taking into account the corresponding values given in Table 3. The anchors comply with ACI 318 D.1 as ductile steel elements and must be designed in accordance with ACI 318 D.3.3.4 or D.3.3.5. 4.1.10 Requirements for Structural Sand -lightweight Concrete: Where installation in structural sand -lightweight concrete is intended, the N„ N,,,,, V, and V,p values must be multiplied by 0.60. 4.1.11 Interaction: The interaction of tensile and shear forces must be calculated in accordance with ACI 318 D.7. 4.2 Allowable Stress Design: 4.2.1 General: Design for use with allowable stress design load combinations calculated in accordance with Section 1605.3 of the IBC, must be established as follows: Rt. Aso = Rdla(1) where Rd= 0 • R represents the limiting design strength in tension (QMI,) or shear (OV,) as calculated according to ACI 318 D.4.1.1 and D.4.1.2 and Section 4.1 of this report. Limits on edge distance, anchor spacing and member thickness, as given in Table 3 of this report, must apply. For load combinations including earthquake, the value Rd in Equation (1) must be multiplied by 0.75 in accordance with ACI 318 D.3.3.3. Allowable loads for single anchors in tension and shear with no edge distance or spacing reduction are provided in Tables 4 through 6 as examples. These values have been derived in accordance with Equation (2) using the appropriate strength reduction factors ¢`from Table 3 and the afactors provided below. The value of a must be taken as follows: REFERENCE FOR STRENGTH REDUCTION FACTORS a Including Seismic Excluding Seismic ACI 318 D.4.4 1.1 1.4 ACI 318 D.4.4 1.2 1.55 4.2.2 Interaction: In lieu of ACI 318 D.7.1, D.7.2 and D.7.3 interaction must be calculated as follows: For shear loads V s 0.2 • V„„„,,Asp, the full allowable load in tension T„„„,Asp may be taken. For tension loads T s 0.2 TemAso, the full allowable load in shear V,p,,., Aso may be taken. For all other cases: +V!V„„„.s 1.2 (2) 4.3 Installation: Installation parameters are provided in Table 2 and in Figure 3. The ITW Trubolt + Wedge Anchors must be installed according to ITW's published instructions and this report. The nominal drill bit diameter must be equal to that of the anchor. Embedment, spacing, edge distance, and minimum concrete thickness must comply with Table 3. Holes must be predrilled in concrete with a compressive strength from 2,500 to 8,500 psi (17.2 to 58.6 MPa) at time of installation, using carbide - tipped masonry drill bits manufactured within the range of the maximum and minimum drill tip dimensions of ANSI B212.15- 1994. The carbide -tipped drill bit diameter must equal the anchor diameter. Holes are created by drilling to required embedment, h described in Table 2 and then must be cleaned to remove loose particles. The nut and washer must be assembled on the end of the anchor, leaving the nut flush with the end of the anchor. The anchors are then driven through the fixture to the required embedment depth in concrete. The anchor must be expanded to the specified torque requirement listed in Table 2. 4.4 Special inspection: Special inspection is required under the IBC and IRC in accordance with Section 1704.13 of the IBC. The special inspector must be on the jobsite continuously during anchor Installation to verify anchor type, anchor dimensions, concrete type, concrete compressive strength, hole dimensions, edge distance, anchor spacing, stab thickness, anchor embedment and tightening torque. 4.5 Jobsite Quality Assurance: Where anchors are used for seismic or wind resistance,. jobsite quality assurance must conform to Section 1705 or 1706 of the IBC. 5.0 CONDITIONS OF USE The Red Head Trubolt + Wedge Anchors described in this report comply with, or are suitable alternatives to what is specified in, those codes listed In Section 1.0 of this report, subject to the following conditions: 5.1 Anchor sizes, dimensions, and installation parameters are as set forth in this report. In case of conflicts, this report govems. 5.2 The anchors must be installed in accordance with ITW's published instructions and this report. 5.3 The anchors are limited to installation in cracked and uncracked, normal -weight or structural sand -lightweight concrete having a specified compressive strength, i„ of 2,500 psi to 8,500 psi (17.2 MPa to 58.6 MPa). 5.4 The values of f' used forcalculation purposes must not exceed 8,000 psi (55.1 MPa). Page 3 of 8 - ESR-2427 5.5 Loads applied to the anchors must be adjusted in accordance with Section 1605.2 of the IBC for strength design, and in accordance with Section 1605.3 of the IBC for allowable stress design. 5.6 Strength design values must be established in accordance with Section 4.1 of this report. 5.7 Allowable design values must be established in accordance with Section 4.2 of this report. 5.8 Anchor spacing, edge distance, and minimum member thickness must comply with Table 3. 5.9 Prior to installation, calculations and details justifying that the applied loads comply with this report must be submitted to the code official for approval. The calculations and details must be prepared by a registered design professional where required by the statutes of the jurisdiction in which the project is to be constructed. 5.10 Since an ICC-ES acceptance criteria for evaluating data to determine the performance of expansion anchors subjected to fatigue or shock loading is unavailable at this time, the use of these anchors under such conditions is beyond the scope of this report. 5.11 Anchors may be installed in regions of concrete where cracking has occurred or where analysis indicates cracking may occur (f, > f,), subject to the conditions of this report. 5.12 Anchors may be used to resist short-term loading due to wind forces, subject to the conditions of this report. 5.13 Where not otherwise prohibited in the code, Red Head Trubolt + Wedge Anchors are permitted for use with fire - resistance -rated construction provided that at least one of the following conditions is fulfilled: • Anchors are used to resist wind or seismic forces only. • Anchors that support a fire -resistance -rated envelope or a fire -resistance -rated membrane are protected by approved fire -resistance -rated materials, or have been evaluated for resistance to fire exposure in accordance with recognized standards. • Anchors are used to support nonstructural elements. 5.14 Use of the anchors is limited to dry, interior locations. 5.15 Special inspections are provided in accordance with Section 4.4 of this report. 5.16 The anchors are manufactured at Hanover Park, Illinois; Iron Ridge, Wisconsin; and Watertown, Wisconsin; under a quality control program with inspections by PFS Corporation (AA-652). 6.0 EVIDENCE SUBMITTED Data complying with the ICC-ES Acceptance Criteria for Mechanical Anchors in Concrete Elements (AC193), dated November 2007. 7.0 IDENTIFICATION The concrete anchors are identified by their dimensional characteristics and the anchor size, and by a length identification marking stamped on the anchor, as indicated in Table 1. The anchors have the length identification marking underlined on the anchor head, illustrated in Figure 2, which is visible after installation for verification. Packages are identified with the anchor type and size, the manufacturer's name (ITW Red Head or ITW Brands) and address, the evaluation report number (ICC-ES ESR-2427), and the name of the inspection agency (PFS Corporation). 8.0 OTHER CODES 8.1 Evaluation Scope: In addition to the codes referenced in Section 1.0, the products in this report were evaluated for compliance with the requirements of the 2003 International Building Code® (2003 IBC), the 2003 International Residential Code® (2003 IRC), the 2000 International Building Code® (2000 IBC), the 2000 International Residential Code® (2000 IRC), and the 1997 Uniform Building Code TM (UBC). 8.2 Uses: The RED HEAD Trubolt + Wedge Anchor is used to resist static, wind, seismic tension and shear loads in cracked and uncracked normal -weight or structural sand -lightweight concrete having a specified compressive strength, re, ranging from 2,500 psi to 8,500 psi (17.2 MPa to 58.6 MPa). The anchoring system is an alternative to cast -in -place anchors described in Sections 1912 and 1913 of the 2003 and 2000 IBC or Section 1923 of the UBC. The anchors may also be used where an engineered design is submitted in accordance with Section R301.1.3 of the IRC. 8.3 Description: 8.3.1 Red Head Trubolt + Wedge Anchor:. See Section 3.1. 8.3.2 Concrete: Normal -weight and structural sand lightweight concrete must conform to Sections 1903 and 1905 of the IBC or UBC. 8.4 Design -and Installation: 8.4.1 Strength Design: Anchor design strengths must be determined in accordance with ACI 318-05 Appendix D and this report. Design parameters are provided in Table 3. Strength reduction factors 0 as given in ACI 318 D.4.4 must be used for load combinations calculated in accordance with Section 1605.2.1 of the IBC or Section 1612.2 of the UBC. Strength reduction factors d as given in ACI 318 D.4.5 must be used for load combinations calculated in accordance with ACI 318 Appendix C or Section 1909.2 of the UBC. Strength reduction factors ¢ corresponding to ductile steel elements may be used. 8.4.1.1 Requirements for Static Strength: See Sections 4.1.1 to 4.1,7 for requirements for static strength design. 8.4.1.2 Requirements for Minimum Member Thickness, Minimum Anchor Spacing and Minimum Edge Distance: See Section 4.1.8. 8.4.1.3 Requirements for Seismic Design: For load combinations including earthquake, the design must be performed according to ACI 318 Section D.3.3 as modified by Section 1908.1.16 of the IBC, as follows: CODE ACI 31B D.3.3 SEISMIC REGION EQUIVALENT CODE DESIGNATION IBC and IRC Moderate or high seismic risk Seismic Design Categories C, D, E, and F UBC Moderate or high seismic risk Seismic Zones 26, 3, and. 4 The nominal steel strength and the nominal concrete breakout strength for anchors in tension, and the nominal concrete breakout strength and pryout strengths for anchors in shear, must be calculated according to ACI 318 Sections D.5 and D.6, respectively, taking into account the corresponding values given in Table 3. The anchors comply with ACI 318 D.1 as ductile steel elements and must be designed in accordance with ACI 318 D.3.3.4 or D.3.3.5. Page 4 of 8 ESR-2427 8.4.1.4 Structural Sand -lightweight Concrete: See Section 4.1.10. 8.4.1.5 Interaction: See Section 4.1.11. 8.4.2 Allowable Stress Design: 8.4.2.1 General: Design for use with allowable stress design load combinations calculated in accordance with Section 1605.3 of the IBC or Section 1612.3 of the UBC, must be established as follows: Rdla (2) Where Rd = 0. R, represents the limiting design strength in tension (ON) or shear (0V) as calculated according to ACI 318 D.4.1.1 and D.4.1.2 and 4.1 of this report. Limits on edge distance anchor spacing and member thickness, as given in Table 3 of this report, must apply. For load combinations including earthquake, the value Rd in Equation (2) must be multiplied by 0.75 in accordance with ACI 318 D.3.3.3. Allowable loads for single anchors in tension and shear, with no edge distance orspacing reduction, are provided in Tables 4 through 6 as examples. These values have been derived in accordance with Equation (2) using the appropriate strength reduction factors Ofrom Table 3 and the afactors provided in Section 4.2. The value of a must be taken as follows: REFERENCE FOR STRENGTH REDUCTION FACTORS a Including Seismic Excluding Seismic ACI 318 D.4.4 1.1 1.4 ACI 318 D.4.5 1.2 1.55 8.4.2.2 Interaction: See Section 4.2.2. 8.4.3 Installation: See Section 4.3. 8.4.4 Special Inspection: Special inspection is required, in accordance with Section 1704.13 of the IBC or Section 1701.5.2 of the UBC. The special inspector must be on the jobsite continuously during anchor installation to verify anchor type, anchor dimensions, concrete type, concrete compressive strength, hole dimensions, edge distance, anchor spacing, slab thickness, anchor embedment and tightening torque. 8.4.5 Jobsite Quality Assurance: See Section 4.5. 8.5 Conditions of Use: See Section 5.0, except: 1. Codes are listed in Section 8.1. 2. Replace Section 5.4 with: Loads applied to the anchors must be adjusted in accordance with Section 1605.2 of the IBC or Section 1612.2 or 1909.2 of the UBC for strength design, and in accordance with Section 1605.3 of the IBC or Section 1612.3 for allowable stress design. 8.6 Evidence Submitted: See Section 6.0 8.7 Identification: See Section 7.0. Page 5 of 8 ESR-2427 wedge fully threaded stud expansion clip hex nut washer FIGURE 1—ITW RED HEAD TRUBOLT + WEDGE ANCHOR TABLE 1—ANCHOR LENGTH IDENTIFICATION SYSTEM length code LENGTH (inches) ID MARKING ON ANCHOR HEAD A B C D It E F G H 1 J From 1 /2 2 21/2 3 3'/2 4 41/2 5 51/2 6 Up to, but not Including 2 21/2 3 3'/, I 4 4'/2 5 51/2 6 6'/2 For SI: 1 inch = 25.4 mm. FIGURE 2—ITW RED HEAD TRUBOLT + WEDGE ANCHOR LENGTH IDENTIFICATION MARKING Page 6 of 8 ESR-2427 c het 4 c 0 d olt TABLE 2—INSTALLATION INFORMATION PARAMETER SYMBOL UNITS Anchor outer diameter do inches 1 2 Nominal carbide bit diameter dat inches 1 2 Effective embedment depth he inches 2 3% Anchor embedment depth h„o.,, inches 23/4 33/4 Minimum slab thickness noon inches 6 8 Installation torque t; ft-lbf 45 Reference hole diameter d° Inches °/]s For SI: 1 inch = 25.4 mm, 1 ft-lbf = 1.356 N-m. torque.- Tmsj du—� ► do a 0 fully threaded§tu 0 • h hl FIGURE 3—I TW RED HEAD TRUBOLT + WEDGE ANCHOR (INSTALLED) Page 7 of 8 ESR-2427 TABLE 3—MN RED. HEAD Trubolt + WEDGE ANCHOR DESIGN INFORMATION CHARACTERISTIC SYMBOL UNITS NOMINAL ANCHOR DIAMETER OF 1/2 INCH ha lc 2 inches I he= 31/4 Inches Installation Information Critical edge distance cx inches 6 6 Minimum edge distance c,,,;,, inches 6 6 Minimum anchor spacing s,,,,, inches 51/4 51/4 Anchor Data Anchor category 1, 2 or 3 — Minimum specified yield strength fr lb/in' 55,000 Minimum specified ultimate strength f lb/In' 75,000 Effective tensile stress area A„ in' 0.142 Shear strength Vs, Ibf 5,175 Effectiveness factor for uncracked concrete ku„n — 24 Effectiveness factor for cracked concrete k, — 17 4t„(k,,,,„/kn) — — 1.4 Pullout strength, uncracked concrete NP.,„„, Ibf 3,395 6,540 Pullout strength, cracked concrete Np,p, Ibf 2,405 4,980 Effectiveness factor for tension resistance to seismic loads k — 17 17 Shear resistance of single anchor for seismic Toads V;� Ibf 5,175 Axial stiffness in service load range In uncracked concrete Q Ibf-10'fn. 100,000 Axial stiffness in service Toad range in cracked concrete Q Ibf -102/in. 3,000 Strength reduction factor 0for tension, steel failure modes' 0.75 0.65 Strength reduction factor 0for shear, steel failure modes' Strength reduction factor Ofor tension, concrete failure modes, Condition B' 0.65 Strength reduction factor Ofor tension, concrete failure modes, Condition B' 0.70 For SI: 1 inch = 25.4 mm, 1 in' = 645.16 mm2, 1 Ibf = 4.45 N, 1 psi = 0.006895 MPa, 1 Ibf • 102fin = 17,500 Wm. 'The Trubolt + Wedge Anchor Is a ductile steel element as defined by ACI 318 D.1- 'For use with the load combinations of ACI 318 Section 9.2. Condition B applies where supplementary reinforcement in conformance with ACI 318 D.4.4 is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. 'For use with the load combinations of ACI 318 Appendix C, Condition B applies where supplementary reinforcement in conformance with ACI D.4.5 is not provided, or where pullout or pryout strength governs. For cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. Page 8 of 8 ESR-2427 TABLE 4—17W RED HEAD Trubolt + WEDGE ANCHOR ALLOWABLE STATIC TENSION (ASD), NORMAL -WEIGHT UNCRACKED, CONDITION B (pounds)" NOMINAL ANCHOR DIAMETER, d, (inch) EMBEDMENT DEPTH, h,r (inches) MINIMUM CONCRETE COMPRESSIVE STRENGTH P,= 2,500 psi P,= 3,000 psi I',, co 4,000 psi /2 2 1,575 1,725 1,995 31/4 3,035 3,325 3,840 For SI: 1 Inch = 25.4 mm, 1 Ibf = 4.45 N, 1 psi = 6.89 kPa. Values are for single anchors with no edge distance or spacing reduction. Condition 8 applies where supplementary reinforcement in conformance with ACI 318 D.4.4 is not provided, or where product pullout or pryout trength govems. For cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. TABLE 5—ITW RED HEAD Trubolt + WEDGE ANCHOR ALLOWABLE STATIC AND SEISMIC TENSION (ASD), NORMAL -WEIGHT CRACKED CONCRETE, CONDRION B (pounds)" NOMINAL ANCHOR DIAMETER, d, (inch) EMBEDMENT DEPTH,) (inches) MINIMUM CONCRETE COMPRESSIVE STRENGTH p = 2,500 I � � P, = 3,000 psi P, = 4,000 psi 1/' 2 1,115 1,225 1,410 31/4 2,310 2,535 2,925 For SI: 1 Inch = 25.4 mm, 1 Ibf = 4.45 N, 1 psi = 6.89 kPa. 'Values are for single anchors with no edge distance or spacing reduction. 'Condition B applies where supplementary reinforcement in conformance with ACI 318-05, D.4.4 Is not provided, orwhere product pullout or pryout strength govems. For cases where the presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. TABLE 6—ITW RED HEAD TRUBOLT + ANCHOR ALLOWABLE STATIC AND SEISMIC SHEAR (ASD), STEEL (pounds)' NOMINAL ANCHOR DIAMETER, d, (inch) ALLOWABLE STEEL CAPACITY, STATIC SHEAR '/z 2,405 For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N. Values are for single anchors with no edge distance or spacing reduction. axes I Fire & Building Products Technical Services: Tel: (800) 381-9312 /'Fax: (800) 791-5500 Series TY-FRB — 2.8, 4.2, 5.6, and 8.0 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General Description The Tyco® Series TY-FRB, 2.8, 4.2, 5.6, and 8.0 K-factor, Upright and Pen- dent Sprinklers described in this data sheet are quick response - standard coverage, decorative 3 mm glass bulb type spray sprinklers designed for use in light or ordinary hazard, commercial occupancies such as banks, hotels, shopping malls, etc. The recessed version of the Series TY-FRB Pendent Sprinkler, where ap- plicable, is intended for use in areas with a finished ceiling. It uses either a two-piece Style 10 (112 inch NPT) or Style 40 (3/4 inch NPT) Recessed Es- cutcheon with 1/2 inch (12,7 mm) of recessed adjustment or up to 3/4 inch (19,1mm) of total adjustment from the flush pendent position, or a two-piece Style 20 (1/2 inch NPT) or Style 30 (3/4 Inch NPT) Recessed Escutcheon with 1/4 inch (6,4 mm) of recessed adjust- ment or up to 1/2 inch (12,7 mm) of total adjustment from the flush pen- dent position. The adjustment pro- vided by the Recessed Escutcheon re- duces the accuracy to which the fixed pipe drops to the sprinklers must be cut. Corrosion resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be ob- IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. tained when exposed to corrosive at- mospheres. Although corrosion resis- tant coated sprinklers have passed the standard corrosion tests of the appli- cable approval agencies, the testing is not representative of all possible cor- rosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suitability of these coatings for any given corro- sive environment. The effects of ambi- ent temperature, concentration of chemicals, and gas/chemical velocity, should be considered, as a minimum along with the corrosive nature of the chemical to which the sprinklers will be exposed. An intermediate level versions of the Series TY-FRB Pendent Sprinklers are detailed in Technical Data Sheet TFP356, and Sprinkler Guards are de- tailed in Technical Data Sheet TFP780 WARNINGS The Series TY-FRB Sprinklers de- scribed herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the performance of these de- vices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Model/Sprinkler Identification Numbers TY1131 - Upright 2.8K, 1/2"NPT TY1231 - Pendent 2.8K, 1f2"NPT TY2131 - Upright 4.2K, 1/2"NPT TY2231 - Pendent 4.2K, 1/2"NPT TY3131 - Upright. 5.6K,1/2"NPT TY3231 - Pendent 5.6K,1/2"NPT TY4131 - Upright 8.0K, 3/4"NPT TY4231 - Pendent 8.0K, 3/4"NPT TY4831- Upright 8.0K, 1/2"NPT TY4931- Pendent 8.0K, 1/2"NPT Page 1 of 10 AUGUST, 2007 TFP171 Page 2 of 10 TFP171 ESCUTCHEON PLATE SEATING SURFACE 1 2- /4" (57,2 mm) 1/2" NPT 7/16" (11,1 mm) NOMINAL MAKE -IN 1-9 16" (39,7 mm) SSP DEFLECTOR* PENDENT STYLE 10 or 20 RECESSED ESCUTCHEON T E —'1 -- W1 41 WRENCH FLATS SSU* DEFLECTOR 7/16" (11,1 mm) NOMINAL MAKE -IN 2-3/16" (55,6 mm) 2-7/8" (73,0 mm) DIA. 1/2" NPT f RECESSED PENDENT UPRIGHT 1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector 2 - Button Assembly 5 - Compression 7 - Bushing Screw CROSS SECTION * Temperature rating is indicated on deflector or adjacent to orifice seat on frame. FIGURE 1 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY1131) AND PENDENT (TY1231) SPRINKLERS 2.8 K-FACTOR, 1/2 INCH NPT ESCUTCHEON PLATE SEATING SURFACE 1/2" NPT 7/16" (11,1 mm) NOMINAL MAKE -IN 2-3 16" (55,6 mm) 1- /2" (38,1 mm) STYLE 10 or 20 RECESSED ESCUTCHEON larEi II� WRENCH FLATS SSU* DEFLECTOR 7/16" (11,1 mm) NOMINAL MAKE -IN 2-3 16" (55,6 mm) SSP DEFLECTOR* 2-7/8" (73,0 mm) DIA. 1/2" NPT PENDENT RECESSED PENDENT UPRIGHT 1-Frame 2 - Button 3 - Sealing 4 - Bulb Assembly 5 - Compression Screw 6* 5 4 2 3 CROSS SECTION 6 - Deflector * Temperature rating is indicated on deflector or adjacent to orifice seat on frame. FIGURE 2 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY2131) AND PENDENT (TY2231) SPRINKLERS 4.2 K-FACTOR, 1/2 INCH NPT TFP171 Page 3 of 10 ESCUTCHEON PLATE SEATING SURFACE 1/2" NPT 7/16" (11,1 mm) NOMINAL MAKE -IN 2-3/16" (55,6 mm) 1- 2" (38,1 mm) SSP DEFLECTOR* PENDENT STYLE 10 or 20 RECESSED ESCUTCHEON OM 'ire ._. WRENCH FLATS 2-7/8" (73,0 mm) DIA. —..-{ SSU* DEFLECTOR ISM 7/16" (11,1 mm) NOMINAL MAKE -IN 2-3 16" (55,6 mm) 1/2' NPT f RECESSED PENDENT UPRIGHT 1 - Frame 3 - Sealing 4 -Bulb 2 - Button Assembly 5 - Compression Screw 6* 5 4 2 3 CROSS SECTION 6- Deflector * Temperature rating is Indicated on deflector or adjacent to orifice seat on frame. FIGURE 3 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY3131) AND PENDENT (TY3231) SPRINKLERS 5.6 K-FACTOR, 1/2 INCH NPT ESCUTCHEON PLATE SEATING SURFACE 2-5 16" (58,7 mm) 1-9 16" (39,7 mm) SSP DEFLECTOR* 3/4' NPT 1/2" (12,7 mm) NOMINAL MAKE -IN PENDENT STYLE 30 or 40 RECESSED ESCUTCHEON 2-7/8" (73,0 mm) DIA. RECESSED PENDENT 1- Frame 3 - Sealing 4 - Bulb 2 - Button Assembly 5 - Compression Screw 6 - Deflector SSU* DEFLECTOR 3/4" NPT UPRIGHT 2- /4" (57,2 mm) CROSS SECTION * Temperature rating is indicated on deflector or adjacent to orifice seat on frame. FIGURE 4 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY4131) AND PENDENT (TY4231) SPRINKLERS 8.0 K-FACTOR, 3/4 INCH NPT Page 4 of 10 TFP171 1 - Frame 3 - Sealing 2 - Button Assembly 1/2" NPT PENDENT UPRIGHT 4 - Bulb 5 - Compression Screw 6 - Deflector 7/16" (11,1 mm) NOMINAL MAKE -IN SSP* DEFLECTOR CROSS SECTION SSU* DEFLECTOR * Temperature rating is indicated on deflector or adjacent to orifice seat on frame. FIGURE 5 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY4831) AND PENDENT (TY4931) SPRINKLERS 8.0 K-FACTOR, 1/2 INCH NPT Technical Data Approvals UL and C-UL Listed. FM, LPCB, and NYC Approved. (Refer to Table A and B for complete approval information including corro- sion resistant status.) Maximum Working Pressure Refer to Table C. Discharge Coefficient K = 2.8 GPM/psis/2 (40,3 LPM/bar1/2) K = 4.2 GPM/psis/2 (60,5 LPM/bars/2) K = 5.6 GPM/psil/2 (80,6 LPM/bar1/2) K = 8.0 GPM/psil/2 (115,2 LPM/bar1/2) Temperature Ratings Refer to Table A and B Finishes Sprinkler: Refer to Table A and B. Recessed Escutcheon: White Coated, Chrome Plated, or Brass Plated. Physical Characteristics Frame Bronze Button Brass/Copper Sealing Assembly Beryllium Nickel w/Teflont Bulb Glass Compression Screw Bronze Deflector Copper/Bronze Bushing (K=2.8) Bronze Operation The glass Bulb contains a fluid which expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass Bulb, allowing the sprinkler to activate and water to flow. Design Criteria The Series TY-FRB Pendent and Up- right Sprinklers are intended for fire protection systems designed in ac- cordance with the standard installation rules recognized by the applicable Listing or Approval agency (e.g., UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the requirements of FM's Loss Pre- vention Data Sheets ). Only the Style 10, 20, 30, or 40 Recessed Escutch- eon, as applicable, is to be used for recessed pendent installations. t DuPont Registered Trademark TFP171 SPRINKLER FINISH (See Note 7) K TYPE TEMP. BULB NATURAL CHROME WHITE*" LIQUID - BRASS PLATED POLYESTER 135°F/57°C Orange PENDENT 1557/68°C Red - (TY1231) 1, 2, 3, 5 175"F/79°C Yellow and UPRIGHT 200°F/93°C Green 2.8 (TY1131) 286°F/141°C Blue 1/2" 135°F/57°C Orange NPT RECESSED 155"F/88°C Red PENDENT (TY1231)* 175°F/79°C Yellow Figure 6 200°F/93°C Green 1, 2, 5 135°F/57°C Orange RECESSED 155°F/68°C Red PENDENT (TY1231)" 175°F179°C Yellow Figure 7 200°F/93°C Green 135°F/57°C Orange PENDENT 155°F/68°C Red (TY2231) - - and 175°F/79°C Yellow UPRIGHT 200°F/93°C Green 4.2 (TY2131) 1/2„ 286"F/141°C Blue 1 2 135°F/57°C Orange NPT RECESSED 155°F/68°C Red PENDENT (TY2231)* 175°F/79°C Yellow Figure 8 200°F/93°C Green 135"F/57°C Orange RECESSED 155°F/68°C Red PENDENT (TY2231)*" 175°F/79°C Yellow Figure 9 200"F193°C Green NOTES 1. Listed by Underwriters Laborator'es, Inc. (UL) as Quick Response Sprinklers. 2. Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL) as Quick Re- sponse Sprinklers. 3. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprin- klers. 5. Approved by the City of New York under MEA 354-01-E. 7. Where Polyester Coated Sprinklers are noted to be UL end C-UL Listed, the sprin- klers are UL and C-UL Listed as Corrosion Resistant Sprinklers. * Installed with Style 10 (112" NPT) or Style 40 (3/4' NPT) 3/4" Total Adjustment Recessed Escutcheon, as applicable. ** Installed with Style 20 (1/2" NPT) or Style 30 (3/4' NPT) 1/2" Total Adjustment Recessed Escutcheon, as applicable. *** Frame and Deflector only. Listings and approvals apply to color (Special Order). N/A: Not Available TABLE A LABORATORY LISTINGS AND APPROVALS 2.8 AND 4.2 K-FACTOR SPRINKLERS Page 5 of 10 Page 6 of 10 TFP171 SPRINKLER FINISH (See Note 8) K TYPE TEMP. BULB NATURAL CHROME WHITE""" LEAD LIQUID BRASS PLATED POLYESTER COATED 135°F/57°C Orange PENDENT 155"F/68°C Red (TY3231) 1,2,3,4,5,6,7 1, 2, 3,5 175°F/79°C Yellow and UPRIGHT 200°F/93°C Green 5.6 (TY3131) P86°F/141°C Blue 112" 135°F/57°C Orange NPT RECESSED 155°F/68°C Red PENDENT 1, 2, 4, 5 N/A 175°FA9°C Yellow (TY3231)* Figure 10 200°F/93°C Green 135°F/57°C Orange RECESSED 155°F/68°C Red PENDENT 1, 2, 3, 4, 5 WA 175°FA9°C Yellow (TY3231)*" Figure 11 200'F!93°C Green 135°F/57°C Orange PENDENT 155"F168°C Red (TY4231) 1, 2, 5 175°F/79°C Yellow and 1, 2, 3, 4, 5, 6, 7 UPRIGHT 200°F/93°C Green 8.0 (TY4131) 286°F/141°C Blue 3/4" 135°F/57°C Green NPT RECESSED 155°F/68°C Orange PENDENT 1, 2, 4, 5 N/A 175°F179°C Red (TY4231r Figure 12 200"F/93°C Yellow 135"F/57°C Orange RECESSED 155"F/68°C Red PENDENT 1, 2, 3, 4, 5 N/A 175°FA9°C Yellow (1Y4231)*' Figure 13 2000F193°C Green 135°F/57°C Orange PENDENT 155°F/68°C Red 8.0 (TY4931) 1, 2, 5 1/2" and 175P179°C Yellow 1, 2, 4, 5, 6 NPT UPRIGHT 200°F/93°C Green (TY4831) 286°F/141°C Blue NOTES: 1. Listed by Underwriters Laboratories, Inc. (UL) as Quick Response Sprinklers. 2. Listed by Underwri ers Laborator es, Inc. for use in Canada (C-UL) as Quick Response Sprinklers. 3. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers. 4. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 007k/04) as Quick Response Sprinklers; however, the LPCB does not rate the thermal sensitivity of recessed sprinklers. 5. Approved by the City of New York under MEA 354-01-E. 6. VdS Approved (For details contact Tyco Fire 8 Building Products, Enschede, Netherlands, Tel. 31-53-428-4444/Fax 31-53-428-3377). 7. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/06) as Quick Response Sprinklers. 8. Where Polyester Coated and Lead Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion Resistant Sprinklers. Where Lead Coated Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as a Corrosion Resistant Sprinklers. * Installed with Style 10 (1/2" NPT) or Style 40 (3/4" NPT) 3/4" Total Adjustment Recessed Escutcheon, as applicable. ** Installed with Style 20 (1/2" NPT) or Style 30 (3/4" NPT) 1/2" Total Adjustment Recessed Escutcheon, as applicable. °°° Frame and Deflector only. Listings and approvals apply to color (Special Order). N/A: Not Available TABLE B LABORATORY LISTINGS AND APPROVALS 5.6 AND 8.0 K-FACTOR SPRINKLERS TFP171 Page 7 of 10 SPRINKLER FINISH K TYPE NATURAL BRASS CHROME PLATED WHITE POLYESTER LEAD COATED 2.8 1/2' NPT PENDENT (TY3231) and UPRIGHT (TY3131) 175 PSI (12,1 BAR) N/A RECESSED PENDENT ( 23) 4.2 3/4 NPT PENDENT (TY4231) and UPRIGHT (TY4131) 175 PSI (12,1 BAR) N/A RECESSED PENDENT (TY4231) 5.6 1/2" NPT PENDENT (TY3231) and UPRIGHT(TY3131) 250 PSI (17,2 BAR) OR 175 PSI (12,1 BAR) (SEE NOTE 1) 175 PSI (12,1 BAR) RECESSED PENDENT (TY3231) N/A 8.0 3/4" NPT PENDENT (TY4231) and UPRIGHT (TY4131) 175 PSI (12,1 BAR) 175 PSI (12,1 BAR) RECESSED PENDENT (TY4231) N/A 8.0 1/2' NPT PENDENT(TY4931) and UPRIGHT (TY4831) 175 PSI (12,1 BAR) 175 PSI (12,1 BAR) NOTES 1. The maximum working pressure of 250 psi (17,2 bar) only applies to the Listing by Underwriters Laboratories Inc. (UL); the Listing by Underw iters Laboratories, Inc. for use in Canada (C-UL); and , the Approval by the City of New York. TABLE C, MAXIMUM WORKING PRESSURE Installation The Series TY-FRB Sprinklers must be installed in accordance with the fol- lowing instructions: NOTES Do not install any bulb type sprinkler if Me bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 135°F/57°C to 3/32 inch (2,4 mm) for the 286°F/141°C temperature ratings. A leak tight 1/2 inch NPT sprinklerjoint should be obtained with a torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- mum of 21 ft. lbs. (28,5 Nm) of torque may be used to install sprinklers with 1/2 NPT connections. A leak tight 3/4 inch NPT sprinkler joint should be ob- tained with a torque of 10 to 20 ft.lbs. (13,4 to 26,8 Nm). A maximum of 30 tbs. (40,7 Nm) of torque is to be used to install sprinklers with 3/4 NPT con- nections. Higher levels of torque may distort the sprinkler inlet and cause leakage or impairment of the sprinkler. Do not attempt to make-up for insuffi- cient adjustment in the escutcheon plate by under- or over -tightening the sprinkler. Readjust the position of the sprinkler fitting to suit. The Series TY-FRB Pendent and Up- right Sprinklers must be installed in accordance with the following instruc- tions. Step 1. Pendent sprinklers are to be installed in the pendent position, and upright sprinklers are to be installed in the upright position. Step 2. With pipe thread sealant ap- plied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Ref. Figure 14). With reference to Figures 1, 2, 3, 4, and 5, the W-Type 6 Sprinkler Wrench is to be applied to the sprinkler wrench flats. The Series TY-FRB Recessed Pen- dent Sprinklers must be installed in accordance with the following instruc- tions. Step A. After installing the Style 10. 20, 30, or 40 Mounting Plate, as appli- cable, over the sprinkler threads and with pipe thread sealant applied to the pipe threads, hand tighten the sprin- kler into the sprinkler fitting. Step B. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Ref. Figure 15). With reference to Figure 1, 2, 3, and 4, the W-Type 7 Recessed Page 8 of 10 5/8t1/4" (15,9-16,4 mm) FACE OF SPRINKLER FITTING MOUNTING SURFACE CLOSURE 2-7/8" DIA. (73,0 mm) 2-1/4" DIA. (57,2 mm) SERIES TY-FRB 3/4" (19,1 mm) 1/4" (6,4 mm) MOUNTING PLATE 1/8" (3,2 mm) 1.5/16" (33,3 mm) 13/16" (20,6 mm) FIGURE 6 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 2.8 K-FACTOR, 1/2 INCH NPT 5/8t1/4" (15,9t6,4 mm) FACE OF SPRINKLER FITTING MOUNTING SURFACE CLOSURE 2-7/8" DIA. (73,0 mm) SERIES 1-1/4" (31,8 mm) TY-FRB 3/4" (19,1 mm) FIGURE 8 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 4.2 K-FACTOR, 1/2 INCH NPT Sprinkler Wrench is to be applied to the sprinkler wrench flats. Step C. After the ceiling has been in- stalled or the finish coat has been ap- plied, slide on the Style 10, 20, 30, or 40 Closure over the Series TY-FRB Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. Care and Maintenance The Series TY-FRB Sprinklers must be maintained and serviced in accord- ance with the following instructions: NOTES Before closing a fire protection system main control valve for maintenance TFP171 1/2t1/8" (12,7t32 mm) FACE OF SPRINKLER FITTING \ MOUNTING SURFACE CLOSURE 2-7/8' DIA. (73,0 mm) 2-1/4" DIA (57,2 mm) SERIES TY-FRB 1/2" (12,7 mm) 1/4" (6,4 mm) MOUNTING PLATE 1/8" (3,2 mm) FIGURE 7 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 2.8 K-FACTOR, 1/2 INCH NPT 1231/8" (12,7t3,2 mm) FACE OF SPRINKLER FITTING MOUNTING SURFACE CLOSURE tare" DIA. (73,0 mm) 2-1/4" DIA. (57,2 mm) SERIES TY-FRB 1/2' (12,7 mm) 1/4" (6,4 mm) MOUNTING PLATE 1/8" (3,2 mm) .�I}L 1-1/4" (31,8 mm) 1" (25,4 mm) FIGURE 9 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 4.2 K-FACTOR, 1/2 INCH NPT work on the fire protection system that it controls, permission to shutdown the affected fire protection system must be obtained from the proper authorities and all personnel who maybe affected by this action must be notified. The owner must assure that the sprin- klers are not used for hanging of any objects; otherwise, non -operation in the event of fire or inadvertent opera- tion may result. Absence of an escutcheon, which is used to cover a clearance hole, may delay the time to sprinkler operation in a fire situation. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated or otherwise altered after leaving the factory. Modi fled sprinklers must be replaced Sprinklers that have been exposed to corrosive products of combustion, bu have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section). Frequent visual inspections are rec- ommended to be initially performed for corrosion resistant coated sprinklers, after the installation has been com- TFP171 5/831/4° (15,9-16,4 mm) FACE OF SPRINKLER FITTING MOUNTING SURFACE CLOSURE 2-7/8" DIA. (73,0 mm) SERIES TY-FRB 1-114" (31,8 mm) 3/4" (19,1 mm) FIGURE 10 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 5.6 K-FACTOR, 1/2 INCH NPT 5/831/4" (15,9±6,4 mm) FACE OF SPRINKLER FITTING MOUNTING SURFACE 2-7/8"DIA (73,0 mm) 2-1/4' DIA. (57,2 mm) CLOSURE SERIES TY-FRB 3/4"(19,1 mm) 1/4" (6,4 mm) 15/16" (33,3 mm) 13/16" (20,6 mm) FIGURE 12 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON 8.0 K-FACTOR, 3/4 INCH NPT plated, to verify the integrity of the cor- rosion resistant coating. Thereafter, annual inspections per NFPA 25 should suffice; however, instead of in- specting from the floor level, a random sampling of close-up visual inspec- tions should be made, so as to better determine the exact sprinkler condi- tion and the long term integrity of the corrosion resistant coating, as it may be affected by the corrosive conditions present. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- Page 9 of 10 1231/8" (12,7±3,2 mm) FACE OF SPRINKLER FITTING MOUNTING SURFACE CLOSURE 2-7/8" DIA. (73,0 mm) 2-1/4" DIA. (57,2 mm) 1/2" (12,7 mm) 1/4' (6,4 mm) MOUNTING PLATE 1/8" (3,2 mm) SERIES 1-1/4" (31,8 mm) TY-FRB 1" (25,4 mm) FIGURE 11 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 5.6 K-FACTOR, 1/2 INCH NPT 1231/8" (12,733,2 mm) FACE OF SPRINKLER FITTING MOUNTING SURFACE CLOSURE SERIES TY-FRB 2-7/6" DIA. (73,0 mm) 2-1/4°DIA (57,2 mm) 1/2' (12,7 mm) 1/4" (6,4 mm)- 1-5/16" (33,3 mm) 1-1/16" (27,0 mm) FIGURE 13 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 30 RECESSED ESCUTCHEON 8.0 K-FACTOR, 3/4 INCH NPT WRENCH RECESS (END "A" USED FOR 1/2" NPT MODELS) WRENCH RECESS (END "B" USED FOR 3/4" NPT MODELS) FIGURE 14 W-TYPE 6 SPRINKLER WRENCH facturer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 15 W-TYPE 7 RECESSED SPRINKLER WRENCH Inspection Service in accordance with local requirements and/or national codes. Page 10 of 10 TFP171 P/N 57-XXX-X-XXX I I MODEL/SIN 330 2.8K UPRIGHT (1/2"NPT) TY1131 331 2.BK PENDENT (1/2"NPT) TY1231 340 4.2K UPRIGHT (1/2"NPT) TY2131 341 4.2K PENDENT (1/2"NPT) TY2231 370 5.6K UPRIGHT (1/2"NPT) TY3131 371 5.6K PENDENT (1/2"NPT) TY3231 390 8.0K UPRIGHT.(3/4"NPT) TY4131 391 8.OK PENDENT (3/4"NPT) TY4231 360 8.0K UPRIGHT (1/2"NPT) TY4831* 361 8.OK PENDENT (1/2"NPT) TY4931° SPRINKLER NATURAL BRASS 4 WHITE POLYESTER 3 WHITE (RAL9010p 9 CHROME PLATED 7 LEAD COATED TEMPERATURE RATING 135 135°F/57°C 155 155°F/68°C 175 175°F/79°C 200 200°F/93°C 286 286°F/141°C ' Eastem Hemisphere sales only. TABLE D PART NUMBER SELECTION SERIES TY-FRB PENDENT AND UPRIGHT SPRINKLERS Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects inmate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. The foregoing warranty is made in lieu of any and all other warranties ex- press or implied including warranties of merchantability and fitness for a par- ticular ouroose., This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. Ordering Procedure When placing an order, indicate the full product name. Refer to the Price List for complete listing of Part Num- bers. Contact your local distributor for avail- ability. Sprinkler Assemblies with NPT Thread Connections: Specify: (Specify Model/SIN), Quick Response, (specify K-factor), (specify temperature rating), Series TY-FRB (specify Pendent or Upright) Sprinkler with (specify type of finish or coating), P/N (specify from Table D). Recessed Escutcheon: Specify: Style (10, 20, 30, or 40) Re- cessed Escutcheon with (specify*) fin- ish, P/N (specify*). * Refer to Technical Data Sheet TFP770. Sprinkler Wrench: Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387. Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001. TYCO FIRE F. BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446