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Specifications (12) 1°gOrCg —ddS S kiiiiHydraulic Overview 9,006 St Job Number: LS0637 Report Description: Plaza West 2nd Floor Job Job Number Design Engineer LS0637 Steve Jones Job Name Phone FAX Plaza West 2nd Floor TI 503 - 657 -5155 503 - 657 -5182 Address 1 - State Certification/License Number 9600 SW Oak Street O.S.C.C.B. 104570 • Address 2 AHJ City of Tigard Oty State Zip Code Job Site Tigard OR 97223 SYstern Density Area of Application 0.100gpm/ft 900.00ft (Actual 953.55ft Moat Demanding Spinlder Data Hose Streams 5.6 K- Factor 19.60 at 12.250 0.00 Coverage Per Sprinkler Number Of Sprinklers Calculated 196.00ft 8 System Pressure Demand System Flow Demand 68.325 274.29 Total Demme! Pressure Result -- 274.29 © 68.325 +32.616 (32.3%) Supplies 'Cheek Point Gauges Node Flow(aom) Hose Flow(aam) Static(asii Residual(csi) Identifier Pressure(Dsi) K- Factor(K) Flow(aam) 1 2293.30 0.00 101.000 98.000 RECEIVED NOV 14 2008 CITY OF TIGARD BUILDING DIVISION t d _ : � tx T . ` a' a -� .. at Node T (2293.30, 0.00, 101.000, 98.000) 150 135 1 = 120 105 tatic Pressure 101.000 7293.30 98.000 _ _90 EP: 75 +74.29 @ 68.325 g 60 45 System demand curve 30 I • 15 ....r 0 � I �NIIIIpNIIIl111 11INNft l t t l f l t t t 1 1 1 1 1 1 1 1 1 fllftttltrlf lift f l f.11ft licit -/5011250 1500 1750 2000 2250 25D 2500 Water flow, gpm �, ©M.E.P.CAD, Inc. c' , AutoSPRINK® VR5 v5.2.6 11/13/2008 9:20:12AM Page 1 (iii � (Hydraulic Summary I Job Number: LS0637 i Report Description: Plaza West 2nd Floor a J ob µ umber Design Engineer LS0637 Steve Jones Job Name — _- _._ State Cartitlsation/Licenee Number Plaza West 2nd Floor TI O.S.C.C.B. 104570 Address 1 AHJ 9600 SW Oak Street City of Tigard • Address 2 Job Site City State Zip Code Drawing Name Tigard OR 97223 Plaza West 2nd Floor.cad System Remote Area(s) Most Demanding Sprinkler Data Ocwpancy 5.6 K- Factor 19.60 at 12.250 Light Hazard Hose Allowance At Source Density Ares of Apdication 0.00 0.100gpm /ft 900.00ft (Actual 953.55ft Additional Hose Supplies Number Of Sprinlders Calculated Coverage Per Sprinkler Node Flow(gam) 8 196.00ft Hydrant At Node 6 1 00.00 AutoPeak Results: Pressure For Remote Areas) Adjacent To Most Remote Area Right: 59.018 Total Hose Streams 100.00 System Flow Demand Total Water Required (Including Hose Allowance) 274.29 274.29 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 15.01 between nodes 619 and 689 Maximum Velocity Under Ground 1.81 between nodes 1 and 214 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 924.70gal , . Hose Flow Static Residual @ Flow Available @ Total Demand Required Safety Margin Node (gpm) (psi) (psi) (qpm) (psi) (qpm) (psi) (psi) 1 0.00 101.000 98.000 1 2293.30 100.941 I 274.29 68.325 32.616 Contractor Contractor Number Contact Name Contact Title 1 Steve Jones Project Manager Contractor Name Plane - _ — Extension Western States Fire Protection Co. (503) 657 -5155 211 Address t FAX 13896 Fir Street (503) 657 -5182 Address 2 E -mall Suite B Steve.Jones @wsfp.us City State Zip Code Web -Site • Oregon City OR 97045 (i,, © M.E.P.CAD, Inc. di AutoSPRINK® VR5 v5.2.6 11/13/2008 9:20:12AM Page 2 igliSummary Of Outflowing Devices Job Number: LS0637 Report Description: Plaza West 2nd Floor Actual Flow Minimum Flow K- Factor Pressure Device (gpm) Wm) _ (K) (psi) Hydrant 6 100.00 100.00 0 67.143 Sprinkler 977 24.58 19.60 5.6 19.264 • Sprinkler 978 24.23 19.60 5.6 18.724 Sprinkler 996 22.93 19.60 _ 5.6 16.767 Sprinkler 1002 22.53 19.60 5.6 16.193 Sprinkler 1017 20.48 19.60 5.6 13.376 Sprinkler 1021 19.96 19.60 5.6 12.710 y Sprinkler 1044 19.60 19.60 5.6 12.250 Sprinkler 1045 19.96 19.60 5.6 12.709 b Most Demanding Sprinkler Data © M.E.P.CAD, Inc. '`-' AutoSPRINK® VR5 v5.2.6 11/13/2008 9:20:13AM Page 3 111 [Node Analysis r Job Number: LS0637 R eport Description: Plaza West 2nd Floor Node Elevation Foot Fittin !s Pressure • si Dischar!e • • m 11 -f -1 1.111 202 22' -10/2 fE(5' -11) 46.483 206 18' -8 P0(16' -5/2) 51.192 214 1' -2 59.280 201 -1' -0 fE(5' -11) 0.000 198 -1' -0 0.000 204 -V-11% P0(12' -0) 0.000 400 22' -11 T(8' -0), T(6' -0) 0.000 403 22' -11 2T(8' -0) 0.000 432 22' -11 mecT(8' -0) 38.725 438 22' -11 mecT(8' -0) 37.603 442 22' -11 mecT(8' -0) 36.632 445 22' -11 mecT(8' -0) 35.827 452 ' 22' -11 mecT(8' -0) 33.900 457 23' -101/2 E(3' -0) 0.000 461 23' -10/2 T(8' -0), T(6-0) 28.530 462 24' -6 mecT(8' -0) 30.374 . 464 23' -10/2 T(6' -0), T(8' -0) 28.300 465 24' -6 mecT(8' -0) 30.151 523 23' -10/2 T(5' -0) 26.013 532 23' -10% T(5' -0) 25.283 603 23' -101/2 T(5' -0) 22.633 619 23' -10/2 T(5' -0) 21.854 _ 689 23' -10/2 T(5' -0) 18.024 702 23' -101/2 T(5' -0) 17.116 166 -1' -0 fE(5' -11) 169 - 2' -5/2 0.000 176 -0'-0 0.000 2 22' -6 0.000 1 -3' -6 2S, T(47-31/2) 68.325 274.29 6 -0' -10 Hyd 67.143 100.00 977 22' -61/2 Spr(- 19.264) 19.264 24.58 978 22' -61/2 Spr(- 18.724) 18.724 24.23 996 22' -6 Spr(- 16.767) 16.767 22.93 1002 22' -6/2 Spr(- 16.193) 16.193 22.53 1017 22' -6/2 Spr(- 13.376) 13.376 20.48 1021 22' -6 Spr(- 12.710) 12.710 19.96 1044 22' -6% Spr(- 12.250) 12.250 19.60 1045 22' -61/2 Spr(- 12.709) 12.709 19.96 (d,5, ©M.E.P.CAD, Inc. al AutoSPRINK ®VR5 v5.2.6 11/13/2008 9:20:14AM Page 4 • :173, -[" 1 L k‘1.4,,r ! g,' d# Job Number: LS0637 Re p o rt Descri ption: Plaza West 2nd Floor Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure • ' Downstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length • e, Route 1 _ DR 1.0490 0=19.60 7.28 C =120 0.125357 37' -6 Pf 5.453 1044 22' -6% q =19.60 K =5.6 12.250 Spr(- 12.250) 6' -0 Pe -0.587 702 23' -10Y2 17.116 3E(2' -0) 43' -6 Pv BL 1.0490 0 =39.56 14.69 C =120 0.459713 12' -0 Pf 5.517 702 23' -10'/2 17.116 Pe 603 23' -10'/2 22.633 12' -0 Pv BL 1.3800 0=62.50 13.41 C =120 0.281681 12' -0 Pf 3.380 603 23' -10%2 22.633 Pe 523 23' -10%2 26.013 12'-0 Pv BL 1.6100 0=87.07 13.72 C =120 0.245585 2' -3 Pf 2.517 523 23' -10% 26.013 8' -0 Pe 461 23' -10%2 28.530 T(8' -0) 10' -3 Pv RN 1.6100 0 =87.07 13.72 C =120 0.245585 0' -7'/2 Pf 2.122 461 23' -10%2 28.530 8' -0 Pe -0.278 462 24' -6 30.374 mecT(8' -0) 8'-7% Pv CM 2.6350 0= 174.29 10.25 C =120 0.080498 23' -5 Pf 2.832 462 24' -6 30.374 11' -9% Pe 0.693 452 22' -11 33.900 2fE(5' -10 %) 35' -2 Pv CM 2.6350 0= 174.29 10.25 C =120 0.080498 23'-11% Pf 1.928 452 22' -11 33.900 Pe 445 22' -11 35.827 23'-11% Pv CM 2.6350 0= 174.29 10.25 C =120 0.080498 10' -0 Pf 0.805 445 22' -11 35.827 Pe 442 22' -11 36.632 10'-0 Pv CM 2.6350 0= 174.29 10.25 C =120 0.080498 12' -0% Pf 0.970 442 22' -11 36.632 Pe 438 22' -11 37.603 12' -0% Pv CM 2.6350 0= 174.29 10.25 C =120 0.080498 13' -11% Pf 1.123 438 22' -11 37.603 Pe 432 22' -11 38.725 13'-11% Pv CM 2.6350 0= 174.29 10.25 C =120 0.080498 69' -7 Pf 7.744 432 22' -11 38.725 26' -7%2 Pe 0.014 202 22' -10% 46.483 fT(14' -10), 2fE(5' -11) 96' -2% Pv FR 2.6350 0= 174.29 10.25 C =120 0.080498 3' -9'/2 Pf 2.881 202 22' -10%2 46.483 31'-11% Pe 1.829 206 18' -8 51.192 BV(9' -7 %), fE(5' -10%), P0(16 -5 %) 35' -9% Pv ST 4.2600 0= 174.29 3.92 C =120 0.007758 21' -11 Pf 0.501 206 18' -8 51.192 42' -8 Pe 7.587 214 1' -2 59.280 3fE(8' -11 %), BV(15' -9 %) 64' -7 Pv UG 6.2800 0= 174.29 1.81 C =140 0.000881 111' -3% Pf 7.022 214 1' -2 59.280 100' -10% Pe 2.023 1 -3' -6 68.325 3LtE(14' -2), EE(11'- 0 212' -2 Pv BFP(- 6.835), S, T(47' -3 %) Route 2 I DR 1.0490 0=19.96 7.41 C =120 0.129699 39'-6 Pf 5.901 16 ?2' -6% q =19.96 K =5.6 12.709 Spr(- 12.709) 6'-0 Pe -0.587 689 23' -10%2 18.024 3E(2' -0) 45' -6 Pv BL 1.0490 0 =40.44 15.01 C =120 0.478818 8' -0 Pf 3.831 689 23' -10% 18.024 Pe 619 23' -10%2 21.854 8' -0 Pv BL 1.3800 0=62.98 13.51 C =120 0.285734 12' -0 Pf 3.429 619 23' -10% 21.854 Pe 532 23' -10%2 25.283 12' -0 Pv BL 1.6100 0=87.21 13.74 C =120 0.246305 4' -3 Pf 3.017 532 23' -10% 25.283 8' -0 Pe 464 23' -10'/2 28.300 T(8' -0) 12' -3 Pv RN 1.6100 0=87.21 13.74 C =120 0.246305 0' -7%2 Pf 2.128 464 23' -10'/2 28.300 8' -0 Pe -0.278 465 24' -6 30.151 mecT(8' -0) 8' -7% Pv CM 2.6350 0=87.21 5.13 C =120 0.022362 10' -0 Pf 0.224 465 24' -6 30.151 Pe 462 24'-6 30.374 10' -0 Pv GI Route 3 _ DR 1.0490 0=19.96 7.41 C =120 0.129701 29' -6 Pf 4.994 1021 22' -6 q =19.96 K =5.6 12.710 Spr(- 12.710) 9' -0 Pe -0.587 702 23' -10%2 17.116 2E(2' -0), T(5' -0) 38' -6 Pv sr Route 4 - DR 1.0490 0=20.48 7.60 C =120 0.135976 29' -6 Pf 5.235 1017 22' -6%2 q =20.48 K =5.6 13.376 Spr(- 13.376) 9' -0 Pe -0.587 689 23' -10% 18.024 2E(2' -0), T(5' -0) 38' -€ Pv s Route 5 61, © M.E.P.CAD, Inc. "i' AutoSPRINK® VR5 v5.2.6 11/13/2008 9:20:15AM Page 5 • iii Hydraulic Analysis II Job Number: LS0637 R eport Description: Plaza West 2nd Floor Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure • ' Downstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length DR 1.0490 Q =22.53 8.37 C =120 0.162279 29' -6 N 6.248 1002 22' -6% q =22.53 K =5.6 16.193 Spr(- 16.193) 9' -0 Pe -0.587 619 23' -10%2 21.854 2E(2' -0), T(5' -0) 38'-6 Pv o Route 6 DR 1.0490 0=22.93 8.51 C =120 0.167592 29'-6 Pf 6.452 996 22' -6 q =22.93 K =5.6 16.767 Spr(- 16.767) 9'-0 Pe -0.587 603 23' -10% 22.633 2E(2' -0), T(5' -0) 38'-6 Pv ea Route 7 DR 1.0490 0=24.23 9.00 C =120 0.185607 29' -6 Pf 7.146 978 22' -6%2 q =24.23 K =5.6 18.724 Spr(- 18.724) 9' -0 Pe -0.587 532 23 =10% 25.283 2E(2' -0), T(5' -0) 38' -6 Pv ea Route 8 DR ?.0490 0=24.58 9.12 C =120 0.190549 29'-6 Pf 7.336 977 22' -6% q =24.58 K =5.6 19.264 Spr(- 19.264) 9' -0 Pe -0.587 523 23' -10% 26.013 2E(2' -0), T(5' -0) 38' -6 Pv ea Route 9 UG 6.2800 Q= 100.00 1.04 C =140 0.000315 14' -2 Pf 0.026 6 -0' -10 q= 100.00 67.143 Hyd 69'-4 Pe 1.156 1 -3' -6 68.325 E(22' -1), T(47-3%), S 83' -6 Pv Actual Inside Diameter 4 Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) = Factor Multiplying Factor 0.713 1.16 1.33 1.51 & © M.E.P.CAD, Inc. u AutoSPRINK® VR5 v5.2.6 11/13/2008 9:20:15AM Page 6 Ili [Hydraulic Analysis Job Number: Report Description: Plaza West 2nd d Floor Floor Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K- Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length - Pipe Type Legend l Units Legend Fittings Legend AO Arm -Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve • CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BaIV Ball Valve DR Drop Velocity fps BFP Backflow Preventer BV Butterfly Valve DY Feed Main Pressure psi C Cross Flow Turn 90° FM Feed Main Length Foot FR Feed Riser Friction Loss psi /Foot cplg Coupling MS Miscellaneous HWC Hazen - Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DelV Deluge Valve SP Sprig • Pf Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe Pe Pressure due to elevation difference between indicated points E 90° Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 45° Elbow Eel 11% Elbow Ee2 22W Elbow Flow Device FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer /Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap M.E.P.CAD, Inc. ,�� G AutoSPRINK® VR5 v5.2.6 11/13/2008 9:20:15AM Page 7 (� © i4 Job Number: LS0637 Hydraulic Graph Report Description: Plaza West 2nd Floor Supply at Node 1 150 135 120 — 105 - - Static Pressure 101.000 ` 2293.30 @ 98.000 90 N PI 75 v ` 274 . 29 @ 68.325 a_ • 60 - 45 System demand curve 30 15 0 _lIWIIIIIIII 111111111 111111111 1 1 1 1 1 1 1 1 1 11 I I 1 11 I 11 1 t I t I t 1 1 1 1 1 t 1 11 1 1 1 1 1 1 t 1 I 1 1 I 1 1 1 1 I I n 500 1000 1500 2000 2250 2500 250 750 1250 1750 Water flow, gpm Hydraulic Graph Supply at Node 1 - Stalk Pressure 101 — Residual Pressure 2293.30 @ 98.000 Available PressureTime of Test 100.941 @ 274.29 System Demand 274.29 @ 68.325 System Demand (Including Hose Allowance) 274.29 @ 68.325 © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 11/13/2008 9:20:15AM Page 8 1 „-- i,4 [Flow Diagram (Current View) I Job Number: LS0637 Report Description: Plaza West 2nd Floor cm. E S_Lz6, ) oz) ri. r alp . p.s 5E. 5 k,-i ,_4 , gal 11S1 lel 1/.1 rel 1 2 0 5 0 0 5 " . - FV ro 7 1I - ■ /1 Fri P,1 "I. _ , N i N. ' 0 a pi m . ..i 0 , i L) ci P ei 1 36 0 c co • 0 0 0 Es szs F4 - DJ •ra i iz p 5 011 5 1 1] ii: 1 NI '6 c' El 0 0 0 a. r E ( . ..A0Fil c 12 tri 0 11 I P2 0 /2 /2 .; ti Ili g 0 0 01 0. GI i Garar• 2 fr MI i,.j MI gd1 0 , s, ' ", . ...., CM woe. ik o p fr 0 r W , 2 73 a moll KR I . .5 431 ' L„.401-1 I ■11 Pral IZI = 12 L. 1 :M r e Er EP 5 5 0 FP', .,._ imi iz 123 \_,J, sp, . 0 o N ) . 123 7:reil • -.- .-1. ra J JP .J ', 1.-' L! em * A .2 8 PI . ■■11 .. g ~ a ii 0 Oa" 0 i i. 0-0 2 0 FA illr„,:. 4 Cal =1 CE - mil GO 0 E7171 r= E7i F k, © M.E.P.CAD, Inc. AutoSPRINKID VR5 v5.2.6 11/13/2008 9:20:16AM Page 9 d e7 cvg= 0-035s 9 OZ2 5 dal( Si-- r Fire Protection Systems Western States 13896 FIR STREET, SUITE B Design • Fabrication • Installation Fire Protection Co. OREGON CITY, OR 97045 Commercial • Industrial • Residential • Institutional Pl4teetia9 ZGItG'Q cud Polditarlf (503) 657 -5155 (503) 657 -5182 FAX Special Hazards • High Tech • Defense • Hangars Retrofit • Service • Inspection • Maintenance October 22, 2008 RECEIVED OCT 2 4 ?n 3 CITY OF TIGARD BR►LD!lN ( 01!/14!( , MATERIAL SUBMITTAL 1 HYDRAULIC CALCULATIONS I SEISMIC CALCULATIONS 1 2nd Floor Sprinkler System Plaza West Building 9600 SW Oak Street r Tigard, Oregon 97223 Western States Fire Protection Co. Job No. LS0637 I I I • I - Table of Contents I Equipment Cut Sheets I Pipe & Fittings • Schedule 10/40 Black Pipe ASTM A -135 I • Black Cast Iron Screw Fittings • Victaulic FireLock Fittings • Victaulic Style 005 Rigid Coupling I • Victaulic Style 75 Flexible Coupling • Ceiling Flexible Drop I Sprinklers • Reliable Model F1FR SSU Sprinkler, SIN R3625 I • Reliable Model F1FR Recessed Sprinkler, SIN R3615 • Reliable Model F1FR EC EC -9 HSW, SIN R4862 Valves I • Victaulic Series 705W FireLock Butterfly Valve • AGF Model 1000 Test and Drain Valve r Hangers • Afcon Model 300 Ring Hanger • Hilti Kwik Bolt TZ Expansion Anchor I Hydraulic Calculations • Plaza West r Floor Hydraulic Calculation I • Hydrant Flow Data — Tualatin Valley Fire & Rescue Website I Seismic Calculations and Equipment Data • LAT #1 Seismic Calculation I • LAT #2 Seismic Calculation • USGS Data • ES Report — ESR -1917 Hilti Kwik Bolt TZ Anchor I • Tolco Figure 1000 Sway Brace Attachment • Toclo Figure 4L Sway Brace Attachment • Tolco Figure 980 Sway Brace Attachment I 1 bA a W v a ct cu o. Ali . N■ NM MI r I MN NM MI OM MO i M OM NM — E NM r— I - : Schedule-1O/Schedule-40 I - Fully Listed and FM Approved Sprinkler Pipe I When you specify Schedule -10 /Schedule -40 sprinkler pipe you get a UL listed and FM approved product. Although these products do not require separate approvals, Schedule -10 /Schedule -40 gives you the extra quality assurance you demand. I Our Sch -10 (1' / "- 8 ") pipe and Sch -40 (1 "- 2 pipe have passed the same thorough lab testing as our other listed pipe products, and receive periodic mill inspections from both UL and FM agents to ensure consistent quality. Galvanized Pipe Sch -40 Specifications ' Schedule-10/Schedule-40 product can be NPS Nominal I.D. Wt. Wt. (H20 Filled) Pcs/ Wt/Litt (21') Wt/Litt (24') Wt/Litt (25') In; mm In; mm Lbs/Ft; Kg/m Lbs/Ft; Kg/m Lift Lbs; Kg Lbs; Kg Lbs; Kg "hot -dip" galvanized to meet FM 1" 1.049 1.680 2.05 70 2,470 2,822 2,940 I requirements for dry systems in accordance with the zinc coating 25 26.6 2.5 3.05 70 1,120 1,280 1,334 specifications of ASTM A -123. 1t/" 1.380 2.270 2.93 51 2,431 2,778 2,894 32 35.1 4.36 4.36 51 1,103 1,260 1,313 Superior Coating 1W 1.610 2.720 3.61 44 2,513 2,872 2,992 40 40.9 4.0 5.37 44 1,140 1,303 1,357 Our advanced formula mill coating of- 2" 2.067 3.650 5.13 30 2,300 2,628 2,738 I fers a clean, durable surface. It is also 50 52.5 5.4 763 30 1,043 1,192 1,242 paint ready for custom color applications 21/2" 2.469 5.790 7.86 19 2,310 2,640 2,750 without special preparation. 65 62.7 8.6 11.73 19 1,048 1,197 1,247 I The internal surface of all black Allied Tube & Conduit Fire Sprinkler pipe products up to 4.5000" in diameter is SCh -10 Specifications coated with our new Antibacterial For- NPS Nominal I.D. Wt. Wt. (H20 Filled) Pcs/ WI/Litt (21') Wt/Lift (24') WI/Litt (25') I mula, "ABF'. In scientific laboratory In; mm In; mm Lbs/Ft ;; Kg /m Lbs/Ft; Kg/m Lift Lbs; Kg Lbs; Kg Lbs; Kg test, ABS proved to have superior resis- 1" 1.097 1.400 1.81 91 2,675 3,053 3,185 tance to microbial colonization of pipe 25 279 2.1 2.70 91 1,213 1,385 1,445 I walls, thereby delaying or possibly pre- 11/4" 1.442 1.810 2.52 61 2,319 2,664 2,760 venting the onset of Microbiologically 32 36.6 2.7 3.75 61 1,052 1,208 1,252 Influenced corrosion (MIC) when the 11/2" 1.682 2.080 3.04 61 2,664 3,045 3,172 I First Sprinkler System is first installed. 40 42.7 3.1 4.52 61 1,208 1,381 1,439 American Made 2" 2.157 2.640 4.22 37 2,051 2,344 2,442 50 54.8 3.9 6.28 37 930 1,063 1,108 I Meets "Buy American" requirement 2'/z" 2.635 3.530 5.89 30 2,224 2,542 2,648 and is available through distributors in 65 66.9 5.3 8.77 30 1,009 1,153 1,201 the USA, Canada and Mexico. 3" 3.260 4.330 7.94 19 1,728 1,975 2,057 I Specifications & Approvals 80 82.8 6.4 4" 4.260 5.610 11.82 19 784 896 933 2 11.78 19 2,238 2,558 2,665 Schedule -10 /Schedule -40 pipe are in 90 108.2 8.3 1753 19 1,015 1,160 1,209 I compliance with the following: 5" 5.295 7.77 17.33 10 1,632 1,865 1,943 125 134.5 11.56 25.80 10 740 846 881 ASTM A -135, and NFPA 13. Both pipe 6" 6.357 9.290 23.03 10 1,951 2,230 2,322 I products have a working pressure rating 150 161.5 13.8 8.249 16.490 34.27 10 885 1,012 1,053 of 300 psi maximum and also meet the 8" 40.15 7 2,424 2,770 2,885 stringent requirement for the following 200 209.5 24.5 59.75 7 1,100 1,256 1,309 tests: I • Welded Outlets 410 41 /t 4110 • Hydrostatic Pressure Listed Approved Listed • Side Wall Rupture • Vibration Test *yC0 /Flow Control ^IIIe^I 16100 S. Lathrop • Harvey, IL 60426 Customer Service: 1 � `J 11350 Norcom Rd. • Philadelphia, PA 19154 T UBE (800) 882 -5543 & CONDUIT 2525 N. 27 th Ave. • AZ 85009 Fax 708 - 339 -1806 S5 -3 I .. I C.I. THREADED FITTINGS sp FITTINGS I ADirisinrr of. tar Pipe Prodn[ ® ® U L LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 I CAST IRON THREADED FITTINGS ARE UL, ULC LISTED AND FACTORY MUTUAL APPROVED FOR 300 PSI SERVICE. GRAY IRON PER ASTM Al26 CLASS B. DIMEN- SIONS CONFORM TO ANSI 816.4 CLASS 125 EXCEPT PLUGS CONFORM TO ASME f_ B16.14. THREADS ARE NPT PER ANSI /ASME 81.20.1. I . _ r 1 4 -1 � - CAST IRON STRAIGHT TEE 1 CAST IRON 90 DEGREE ELBOW NOMINAL ITEM MAX. DIMENSIONS' WEIGHT N OMINAL ITEM MAX. DIMENSIONS WEIGHT NOMINAL CODE WORKING i EACH SIZE CODE WORKING EACH (INCH) 4 P.S.I. A B PIECE I (INCH) # P.S.I. A B PIECE 1 CT333 300 1.50 1.50 1.21 1 CB90033 300 1.50 1.50 0.95 11/4 CT444 300 1.75 1.75 1.87 11/4 CB90044 300 1.75 1.75 1.34 11/2 CT555 300 1.94 1.94 2.51 11/2 CB90055 300 1.94 1.94 1.80 2 CT666 300 2.25 2.25 3.96 I 2 CB90066 300 2.25 2.25 2.90 21/2 C1777 ' 300 2.70 2.70 6.45 21/2 CB90077 300 2.70 2.70 4.75 1 1 . ' i �' ) . CAST IRON RED. COUPLING I L 1 NOMINAL ITEM MAX. DIMENSION WEIGHT } SIZE CODE WORKING EACH CAST IRON 45 DEGREE ELBOW (INCH) # P.S.I. A PIECE NOMINAL ITEM MAX. DIMENSIONS WEIGHT I 1X1/2 CRCO31 300 1.70 0.62 SIZE CODE WORKING EACH 1X314 CRCO32 300 1.70 0.80 (INCH) # P.S.I. A B PIECE P 1 CB45033 300 1.12 1.12 0.84 1 1/4 CB45044 300 1.29 1.29 1.40 11/2 CB45055 300 1.43 1.43 1.80 � � 2 CB45066 300 1.68 1.68 2.79 I CAST IRON RED. 90 DEG. ELBOW NOMINAL ITEM MAX. DIMENSIONS WEIGHT 1 SIZE CODE WORKING EACH I _ (INCH) # P.S.I. A B PIECE 1X1/2 CB90031 300 1.26 1.36 0.64 ¢ 1X3/4 CB90032 300 1.37 1.45 0.87 CAST IRON PLUGS 1 1 1/4X1/2 CB90041 300 1.34 1.53 0.96 1.45 1.62 1.13 NOMINAL ITEM MAX. DIMENSION WEIGHT 11/4X3/4 CB90042 300 1 1/4X1 CB90043 300 1.58 1.67 1.16 SIZE CODE WORKING EACH 1 1 112x1 1/2 CB90051 300 ` 1.41 1.66 1.17 (INCH) # P.S.I. A PIECE 1 1/2x3/4 CB90052 300 1.52 1.75 1.28 1/2 CPL001 300 0.94 0.10 1 1/2X1 CB90053 300 1.65 1.80 1.51 3/4 CPL002 300 1.07 0.17 1 1/2X1 1/4 CB90054 300 1.82 1.88 1.62 1 CPL003 300 1.25 0.28 2X1/2 CB90061 300 1.49 1.88 2.00 11/4 CPL004 300 1.36 0.44 I 2X3/4 CB90062 300 j 1.60 1.97 2.05 11/2 CPL005 300 1.45 0.62 2X1 CB90063 300 1.73 2.02 2.10 2 CPL006 300 1.56 0.91 2X1 1/4 CB90064 300 1.90 2.10 2.30 I 2X1 1/2 CB90065 300 2.02 2.16 2.60 Page 38 I C.I. THREADED FITTINGS sp FITTINGS / � /1--- ADhaton nfSmr Pipc Prndn Y { I LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 A - A CN CROSS NOMINAL ITEM MAX. DIM ENSIONS WBGHT I 1 SIZE CODE WORKING EACH _ ..- 4.- ....,i (INCH) # P.S.I. A B PIECE 1 CX033 300 1.50 1.50 1.54 B -- 11/4 CX044 300 1.75 1.75 2.40 I , 11/2 CX055 300 1.94 1.94 3.10 2 CX066 300 2.25 2.25 4.00 1 1/4X1 CX043 300 1.58 1.67 2.05 I 11!2X1 CX053 300 1.65 1.80 2.40 2X1 CX063 300 1.73 2.02 2.75 B - - At CAST IRON REDUCING TEE I NOMINAL ITEM MAX. DIMBJSIONS WBGHT SIZE CODE WORKING EACH (INCH) # P.S.I. A B C PIECE C 1X1X1/2 CT331 300 1.26 1.26 1.36 0.95 I ,,.,...,,,J 1 X1 X3/4 CT332 300 1.37 1.37 1.45 1.10 1X1 /2X1 CT313 300 1.50 1.36 1.50 1.08 , 1X3/4X1 CT323 300 1.50 1.45 1.50 1.18 is MilliMigffil 30 1.80 1.80 MEW MIEREMBEN 300 REINAMMIES II IIIMMIIIM 3 00 III1IN IMEMAIMIEN 300 REIRMAIMEN I II.f /LlaflLVii /AM eIIIILerziain „ , ,ini mmutii II M 300 FINIUMAIRMI MINNENIIMia 300 REIRMINIEN Milli rraai rLEWL•EIlIi ikleM , MEi TMINIUMiikAIilyi I ME re4:fi /L !:fMII WIZMII IMMill. MEIMEILIMI MUM = 11 x114x11 CT545 300 1.94 1.88 1.94 2.45 1 1/2X1 1/4X2 CT546 300 2.16 2.10 2.02 2.80 I 1 1/2X1 1/2X1/2 CT551 300 1.41 1.41 1.66 1.76 1 1/2X1 1/2X3/4 CT552 300 1.52 1.52 1.75 1.87 1 1/2X1 1/2X1 CT553 300 1.65 1.65 1.80 1.94 1 112X1 1/2X1 1/4 CT554 300 1.82 1.82 1.88 2.29 1 1/2X1 1/2X2 CT556 300 2.16 2.16 2.02 328 ' 2X1X2 CT636 300 2.25 2.02 2.25 3.40 2X1 1/4X2 CT646 300 2.25 2.10 2.25 2.80 2X1 1/2X1/2 CT651 300 1.49 1.41 1.88 2.09 2X1 1/2X3/4 CT652 300 1.60 1.52 1.97 2.40 2X1 1/2X1 CT653 300 1.73 1.65 2.02 2.54 I 2X1 1/2X1 1/4 CT654 300 1.90 1.82 2.10 2.85 2X1 1/2X1 1/2 CT655 300 1.49 1.41 1.88 2.24 2X1 1/2X2 CT656 300 2.25 2.16 2.25 3.75 . 2X2X1/2 CT661 300 1.49 1.49 1.88 2.60 I 2X2X3/4 CT662 300 1.60 1.60 1.97 2.71 2X2X1 CT663 300 1.73 1.73 2.02 2.97 2X2X1 1/4 CT664 300 1.90 1.90 2.10 3.32 2X2X1 1/2 CT665 300 2.02 2.02 2.16 3.72 2x2x2 1/2 CT667 300 2.60 2.60 2.39 5.10 I Page 39 IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS I 10.03 VICTAULIC6 IS AN ISO 9001 CERTIFIED COMPANY FireLock Fittings I PRODUCT N DE CRIPTI S O I FireLock'' products comprise a unique system specifically designed for fire protection services. FireLock full -flow elbows and tees are a CAD - developed, hydrodynamic design that has a shorter center -to -end "WA" dimension than standard fittings. A noticeable bulge allows the water to make a smoother turn to maintain ---, *•.. similar flow characteristics as standard full flow fittings. FireLock fittings are designed for use exclusively with Style 005 and Style 009 FireLock couplings. Use of other couplings or flange adapters may result in bolt pad interference. Victaulic FireLock fittings pressure ratings conform to the ratings of Victaulic FireLock Style 005 couplings. I 0 Patented See Victaulic I publication fod t 10.01 tr for details. I I DIMENSIONS I I«Gto Ei No.001 No.003 No, 002 No. 006 Fitting Size 90° Elbow 45 °Elbow Straight Tee Cap E Actual Aprx. Aprx. Aprx. Thickness Aprx. i -- ` 9 - % Nominal Outside C to E Weight C to E Weight C to E Weight ••T" Weight C •% Diameter Diameter Inches Each Inches Each Inches Each inches Each to S l o Incheslmm Inches /mm mm Lbs./kg mm Lbs./kg mm Lbs./kg mm Lbs./kg 1 No. 001 No. 003 1'I° 1.660 0.82 0.3 32 42.4 21 0.1 C 1'12 1.900 2.75 1.2 1.75 0.9 2.75 2.0 0.82 0.4 ' 's- to E -I 40 48.3 70 0.5 45 4.1 70 0.9 21 0.2 - 41 - 1 - r - _.0 i _ T 2 2.375 2.75 1.7 2.00 51 1.8 2.75 2.4 0.88 0.6 � 7"G:: T .: 50 60.3 70 0.8 0.8 70 1.1 22 0.3 tO 2 2.875 3.00 3.1 2.25 57 2.2 1.0 3.00 76 3.6 1.6 0.88 22 1.0 I ° E 65 73.0 76 1.4 0.5 No. 002 No. 006 76.1 mm 3.000 3.00 3.30 2.25 2.4 1.1 76.1 76 1.5 57 - - - 3 3.500 3.38 4.0 2.50 3.1 3.38 5.3 0.88 1.2 80 88.9 86 1.8 64 1.4 86 2.4 22 0.5 I 4.250 4.00 5.7 3.00 5.1 4.00 7.5 - _ 08 mm 908.0 102 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 2.4 100 114.3 102 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 I 125 141.3 124 5.7 83 3.8 124 7.1 25 1.9 159 mm 6.250 5.50 12.6 3.50 9.2 3.50 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 5.9 150 168.3 140 8.3 89 5.3 140 10.3 25 2.7 I 8 8.625 6.81 25.5 4.25 20.4 6.94 38.7 1.13 12.7 200 219.1 173 11.6 108 9.3 176 17.6 29 5.8 I 0 REGISTERED TRADEMARK OF VICTAULIC - ® COPYRIGHT 2006 VICTAULIC - PRINTED IN USA - SKU #WCAS- 67PJUX 1539 REV F United States • Phone: 1-800-PICK-VIC (1 -800- 742 -5842) • Fax: 610 - 250 -8817 • e -mail: pickvic @victaulic.com I Canada • Phone: 905- 884 -7444 • Fax: 905 -884 -9774 • e -mail: viccanada @victaulic.com Europe • Phone: 32 -9- 381.1500 • Fax: 32 -9 -380 -4438 • e -mail: viceuro@victaulic.be UK • Phone: 44(0)1438741100 • Fax: 44(0)1438313883 • e -mail: viceuro@victaulic.be Central and South America • Phone: 610 - 559 -3300 • Fax: 610 - 559 -3608 • e -mail: vical@victaulic.com \/ tauIic Australasia • Phone: 86- 21- 54253300 • Fax: 86 -21- 54253671 • e -mail: vicap @victaulic.com y I 10.03 - . I FLOW DATA Frictional Resistance I Fitting Size Equivalent Feet/meters of Straight Pipe Actual Straight Tee Nominal Outside No. 002 Diameter Diameter 90° Elbow 45° Elbow I Inches /mm Inches /mm No.001 No.003 Branch Run 1'/4 1.660 1.5 0.8 3.7 1.5 32 42.4 0.5 0.2 1.1 0.5 1 1.900 2.2 1.1 5.5 2.2 I 40 48.3 0.7 0.3 1.7 0.7 2 2.375 3.5 1.8 8.5 3.5 50 60.3 1.1 0.5 2.6 1.1 2 2.875 4.3 2.2 10.8 4.3 65 73.0 1.3 0.7 3.3 1.3 111 76.1 mm 3.000 4.5 2.3 11.0 4.5 76.1 1.4 0.7 3.4 1.4 3 3.500 5.0 2.6 13.0 5.0 80 88.9 1.5 0.8 4.0 1.5 I 108 mm 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 6.8 100 114.3 2.1 1.0 4.9 2.1 5 5.563 8.5 4.2 21.0 8.5 125 141.3 2.6 1.3 6.4 2.6 159 mm 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 10.0 150 168.3 3.0 1.5 7.6 3.0 I 8 8.625 13.0 5.0 33.0 13.0 200 219.1 4.0 1.5 10.1 4.0 t The flow data listed is based upon the pressure drop of Schedule 40 pipe. 1 MATERIAL SPECIFICATIONS Fitting: Ductile iron conforming to ASTM A -536, grade 65 -45 -12 I Fitting Coating: Orange enamel • Optional: Hot dipped galvanized I I I I I I 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. I 2 FireLock® Fittings . , IPS CARBON STEEL PIPE - FIRE PROTECTION,PRODUCTS 1 O O ® LI O s and A FireLock® Rigid Coupling L FM �P see noLPC tes on VtlS page4 pproved, I I SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS ' STYLE 005 WITH VIC- PLUSTM GASKET SYSTEM (NORTH AMERICA ONLY) A m - I FireLock® Style 005 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. Ol ,''' I 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 PATENTED reduces components to handle during assembly. Style 005 FireLock coupling are designed and recommended for use ONLY on fire protection systems. V i C t I Gasket Syt m te Vic- PIusTM Gasket System: In North America, Victaulic® offers a gasket system which requires no field lubrication on wet ' F l pipe systems that are hydrostatically tested. The Vic- PlusT"' System (patented) is dry, clean, and ill I non - toxic. It reduces assembly time substantially and eliminates the mess and chance of over- , •I 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. leo, i Exaggerated for clarity I I LISTING /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. I Related Working Pressure psi Related Working Pressure - psi I Related Working Pressure psi I Pipe , Pipe Size S'ipc 1 S Sch. Inches UL ULC FM Sch. Inches UL - ULC FM S. I.. 1 Indies UL ULC ; FM 5 1 rb - 3 175 175 175 EL 1 Y4 - 2' 300 N/A N /A _ MT 1 Y4 - 2 300 N/A N/A '/4 I 1 '/4 -_ 350 ' 350 350 ET 1 : 30D l N/A i N/A STF 114 4 I N/A N/A 300 5 - 8 ■ 300 1 300 300 EZ 4 6 1 300# ' WA 300 S had y 114 2 j N/A N/A 300 BLT 11/4 - 2 , 300 1 300 WA FF 11/4 - 4 N/A : N/A 1 300 TF 3 8 I N/A I N/A 300 I DF 1 Y4 4 , 300 1 300 ! 300 GAL - 7 114 - 2 300 N/A N/A WLS 1 Y4 2 r 300 300 N/A DT 1 /4 2 300 300 N/A MLT 11/4 - 2 300 N/A N/A XL 1 3; 300 300 300 EF 1 175@ N/A 175 MF 1 1/4 - 4 300 N/A 300" *FM approved for service in 11/2 - 4' pipe. I 4 UL Listed for service up to 4" pipe only. @ UL Listed for service up to 3' only. I JOB /OWNER CONTRACTOR ENGINEER I System No. Submitted By - Spec Sect Para Location Date Approved Date I www.victaulic.com �Cf.aUI1C' VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. ® 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. IPS CARBON STEEL PIPE - FIRE PROTECT ION PRODUC fS 1 U. U L FireLock° Rigid Coupling t • STYLE 005 WITH VIC- PLUSTM GASKET SYSTEM (NORTH AMERICA ONLY) DIMENSIONS Max. Work Max End Allow. Pipe B Approx. I L ', Pressure § ' Load * End Sep. t No o - Size Size Dimensions - Inches/num Wgt. Each -Y > r- Z-w' Acfu..1 • _ 11lil t sminal Ou1',,d �� lat. LE: �I 6:zc flomc +er I 11 to 7 - ath Lai. 's � 3nc incheslmm ke.) N i mnt n ! l r, A 2 kg Y $ OIL �'� ", 1'k 1.660 350 755 0.05 , , 2 . 7 5 4.50 1,88 1.2 ' � 32 42.4 2413 3370 1.2 2 - /e x 2 /+ ; 70 ! 114 148 0.5 � Ire 1 t6 1.900 350 990 i 0.05 � 2- 3/ex2Y4 l 3.00 ( 4.75 i 1.88 1.2 40 48.3 2413 4415 1.2 y 76 121 148 j 0.5 Rated for wet and dry sprinkler systems at 2 2.375 350 '' 1550 i 0.07 12 - 3 Ye x 2 Y: ( 1 3.50 5.25 1.88 1.6 I 350 psi/2413 kPa for 11/4 - 4732 - 100 mm 50 603 2413 r 6900 1. ! . 89 I 133 i 148 0.7 sizes and 300 psi /2068 kPa for 4 Y4 - 87108 2 Y2 2.875 350 2270 0.07 4.00 5.75 1.88 j 1.9, - 200mm sizes; Schedule 10 roll grooved or 65 73.0 2413 10110 f 1.7 ' 2 - /a x 2' ' i 102 146 ! 148 .09 Schedule 40 cut or roll grooved steel pipe. 3.000 350 2475 I 0.07 ' 413 146 1.88 1.9 I Style 005 is rigid and does not accommodate 76.1 mm i 2 - Y x 2'h 76.1 2413 11010 1.7 105 1 46 148 0.9 expansion, contraction or angular deflection. -- 3 3.500 350 3365 0.07 1 2 -1/2 x 2% ` 4.63 6.13 1.88 2.1 80 88.9 2413 ! 14985 ! 1.7 i 118 I 156 148 i 1.0 4 4.500 350 5565 0.16 I , , 5.75 ' 7.25 2.13 I 3.1 100 114.3 2413 24770 4.1 2 - /s x 2 h 1 146 I 184 : 54 1.4 108.0 mm 108.0 2068 r 4255 0.16 2 3 /e x 2 rh 5.63 7.25 213 3.1 18940 i 4.1 143 1 54 1.4 5 5.563 300 7290 0.16 2 _ 1/2 x 3 6.88 9,00 2.13 4.5 125 141.3 2068 32445 4.1 175 229 54 2.0 5 300 i 6495 0.16 6.63 9.00 2.13 4.5 133.0mm 2- 'hx2 133.0 2068 28900 4.1 i 168 229 54 2.0 5500 . 300 7125 0.16 ! ' 6.88 9.00 2.13 4.8 139.7mm 139.7 2068 31715 4.1 Z rh x 23/4 175 4 229 54 2.2 ' ' 6 6.625 300 10340 1 0.16 ■ 2 -'h x 3 ' 8.00 10.00 2.13 : 5.0 I 150 168.3 2068 46020 4.1 203 254 , 53 2.3 6.250 300 9200 0.16 ' 7.63 10.00 ; 2.13 5.5 159.0mm : 159. 2068 40955 i 4.1 2 - Y2 x 237° 194.254 54 2.5 • 165.1 mm 6.500 300 9955 j 0.16 ; , 8.15 10.00 2.13 5.5 2 h x3 I 165.1 2068 I 44295 4.1 207 254 54 2.5 8 8.625 300 17525 0.19 2 - 5 /e x 4 • 10.50 I 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) I steel pipe, standard roll or cut grooved in accordance with Victaulic specifications. Contact Victaulic for perfor- mance on other pipe. WARNING: FOR ONETIME FIELD TEST ONLY, the Maximum Joint Working Pressure may be increased to 1 1/2 times the figures shown. t The allowable pipe separation dimension shown is for system layout purposes only. Style 005 couplings are con-, sidered rigid connections and will not accommodate expansion or contraction of the piping system. @ Number of bolts required equals number of housing segments. Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. § Style 005 couplings are VdS and LPC Approved to 12 Bar /175 psi. 1 I I www.victaulic.com ictalJI1C" VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. C 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. w IPS CARBON STEEL PIPE - FIRE PROTECTION PRODUCTS 1 U ■ UL FireLock® Rigid Coupling I • STYLE 005 WITH VIC- PLUSTM GASKET SYSTEM (NORTH AMERICA ONLY) MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A -536, grade 65- 45 -12. Ductile iron conforming to ASTM A -395, grade 65- 45 -15, is available upon special request. ' Housing Coating: Orange enamel (North America); red enamel (Europe) • Optional: Hot dipped galvanized Gasket: • Grade "E" EPDM — Type A Vic - Pius'" Gasket System (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. • 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 FlushSealf 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. ' 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 / -18 °C and for all dry pipe systems or systems to be subjected to air tests prior to being filled with water. Supplemental lubrication may also be 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. 1 1 1 1 I 1 1 • 1 • www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK Or VICTAULIC COMPANY. ® 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. N/ CL8U .c IFS CARBON STEEL FIFE': FIRE PROTECTION PRODUCTS FireL ock® Rigid Coupling STYLE 005 WITH VIC- PLUSTM GASKET SYSTEM (NORTH AMERICA ONLY) GENERAL NOTES WARNING: Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. 1 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 I -100 Victaulic Field Installation 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. I III 111111111 III IIIIIIIIIII1111 WCAS- 697KR4 For complete contact information, visit www.victaulic.com 10.02 1538 REV I UPDATED 9/2006 ictaulilc° VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. ID 2006 VICTAULIC COMPANY. ALL RIGHTS RESERVED. PRINTED IN THE USA. I CARBON STEEL PIPE GROOVED COUPLINGS I • „ II O Q a vds ILPCo I I SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS VNIIPO - STYLE 75 - I Style 75 is available where moderate pressures are expected or weight considerations are a factor. Up to 50% lighter in weight than the Style 77, - the Style 75 coupling is recommended for service up to 500 psi /3450kPa I depending on size. Housings are cast in two identical pieces in all sizes. Hot -dip galvanized and special coatings are available for all sizes. III II 1M I Exaggerated for clarity MATERIAL SPECIFICATIONS Housing: Ductile iron conforming to ASTM A -536, grade 65- 45 -12. Ductile iron conforming to ASTM I A -395, grade 65- 45 -15, is available upon special request. Housing Coating: Orange enamel. • Optional: Hot dipped galvanized and others. I Gasket: (specify choice *) • Grade "E” EPDM II EPDM (Green color code). Temperature range -30 °F to +230 °F / -34 °C to +110 °C. Recommended for hot water service within the specified temperature range plus a variety of dilute acids, oil -free air and many chemical services. UL classified in accordance with ANSI /NSF 61 for cold +86 °F / +30 °C and hot +180 °F / +82 °C potable water service. NOT I RECOMMENDED FOR PETROLEUM SERVICES. • Grade "T" nitrile Nitrile (Orange color code). Temperature range -20 °F to +180 °F / -29 °C to +82 °C. Recommended for petroleum products, air with oil vapors, vegetable and mineral oils within I the specified temperature range; except hot, dry air over +140 °F / +60 °C and water over +150 °F / +66 °C. NOT RECOMMENDED FOR HOT WATER SERVICES. * Services listed are General Service Recommendations only. It should be noted that there are I services for which these gaskets are not recommended. Reference should always be made to the latest Victaulic Gasket Selection Guide for specific gasket service recommendations and for a listing of services which are not recommended. I 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. I I I JOB /OWNER CONTRACTOR ENGINEER I System No. Submitted By Spec Sect Para Location Date Approved Date I www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. 0 2008 VICTAULIC COMPANY. ALL RIGHTS RESERVED.. ictaUl1C CARBON STEEL PIPE - GROOVED COUPLINGS VD.IW 3 I Flexible Coupling STYLE 75 - -. I DIMENSIONS Max. Work Allow. Pipe Bolt /Nut@a Approx. Size Pressure • Max. End Load ' End Sep Deflect. Fr. C., No - Size Dimensions - Inches/mm Wgt. Each. om inal - •u side , S izc d iameter j Pk. i '1 'iph J k inci,es Indus Los. ! in ches Golf, 1nif1. Lbs I mm mm kPa N 1 mm IA g. mmlm Inches X Y Z kg 1 1315 500 680 0 - 0.06 0.57 238 427 1.77 13 25 33.4 3450 3025 0 -1.6 2 - 43 48 2 - �° x 2 61 108 45 0.6 1 Y+ 1.660 500 1080 0 - 0.06 0.45 2.68 4.61 1.77 14 2 ° -10' 2 -14 32 42.2 3 4 50 4805 0 -1.6 38 68 117 4 5 0.6 11/2 1.900 500 1.420 0 - 0.06 1' - 56' 0.40 2 - % x 2 2.91 482 1.77 15 40 48.3 3450 6320 0 -1.6 33 74 122 45 0.6 2 2375 500 2.215 0 - 0.06 032 3.43 522 1.88 1.7 1 ° -31' 2 -15x2 50 603 3450 9860 0 -1.6 { 26 87 133 48 0.8 2'% 2.875 500 3245 0 0.06 0.26 388 5.68 - 48 1.9 65 7 3450 14440 0 -1.6 1° - 15' 22 2 - 3e x 2 98 144 48 0.9 76.1 mm t 3.000 1 500 3535 0 - 0.06 1'e j 1° -12' 0.26 2 - x 2 4.00 5.90 128 1.9 76.1 3450 15730 0 -1.6 i 22 102 150 48 0.9 3 3.500 500 4.800 0 - 0.06 1 . ' 0.22 2 -16 x 214 450 7.00 1.88 2.9 80 88.9 3450 21360 0 -1.6 18 114 178 48 ■ 13 31/2 4.000 500 6300 0 - 0.0 - .06 0.19 5.00 7.50 1.88 2.9 90 101.6 3450 28035 0 -1.6 0' - 54' 16 2 - Ye x 214 127 191 48 13 4 100 114 -sob 45 35380 0 - 3.2 1• - 36' 0.34 2 -14 x 2 147 ' 204 54 1.9 4.250 450 6.380 0 - 0.13 0.35 555 7.79 2.13 3.7 108 mm 108.0 3100 28395 0 - 32 1' - 41' 29 2 - 12x70.0 141 198 54 1.7 41/2 5.000 450 8820 0 - 0.13 025 6.13 9.43 2.13 55 1 ° -26 2 -%x3Ys 120 1_27.0 3100 39250 0 - 3.2 21 156 240 54 25 5 5.563 ■ 450 10.935 0 0.13 027 6.88 10.07 2.13 5.8 r 2 Yex314 125 1413 3100 48660 0 - 3.2 23 175 256 54 2.6 • 5250 450 9.735 0 - 0.13 0.28 655 937 2.13 6.0 133.0mm . 1` -21' 2- 16x82 133.0 3100 43325 0 - 3.2 2 4 166 238 54 2.7 I 5500 450 10.665 0 - 0.13 0.28 6.80 9.59 2.13 63 139.7 mm # 139.7 3100 47460 0 - 32 r ° - 18' 24 2 - % x 3% 173 244 54 Z9 6.000 450 12.735 0 - 0.13 0.21 738 10.48 1.88 62 152.4 mm 152.4 3100 56670 0 - 3.2 { i' -12' 18 2 -% x 3 Y+ 187 266 48 2.8 6 6.625 ' 450 15525 0 - 0.13 1° - 5' 023 2 - e 3 Y. 800 11.07 2.13 7.0 I 150 1683 , 3100 69085 0 - 3.2 18 203 281 54 32 Continued on page 3. * t @ * Refer to notes on page 3. I Y 1 rE-Z-►I I i Eli -m. irl I I I I www.victaulic.com I Niceta VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. 42 2008 VICTAULIC COMPANY. ALL RIGHTS RESERVED. luilid' I . CARBON STEEL PIPE - GROOVED COUPLINGS 1J0.(J3 Flexible Coupling t STYLE 75 DIMENSIONS I Max. Work Allow. Pipe Bolt /Nutt Approx. Sae Pressure ' Max. End Load ' End Sep. - Deflect. F. G - No - Size Dimensions - Inches /mm Wgt. Each ' Size Diameter Per Pipe I inches Inches pe Lbs. Inches Cplg. Ir.. /Ft. Le mm kPa N mm Deg. m;r, +n. - Inches X 1 y z x 159.Omm 8.000 450 6140 I 0 -0.13 ( 024 l 763 10.49 2.13 3. f 2 16 x 82.5 6250 j 450 } 13.800 0 - 0.13 1 _ 1 0.16 9.72 1333 231 12.6 I 0' -54' 2- �4x4Y. 02 3100 - 3 2 73 247 339 58 5.7 8 23 8.625 j 450 26280 100725 0 - 0.13 0.18 1034 ' 13.97 ! 232 12.4 200 219.1 I 3100 116945 0 0 - 3 2 0' - 50' 14 2 -Yi x 4 1 / 4 2 6 3 355 59 ( 5.6 10 .000 350 27.500 0 13 15.81 2.53 0. 1 0.15 12.16 15.53 I 20.8 254.0mm# 0 - 43 ' Yex5 2 - Y4 254.0 2400 122375 0 - 32 } 1 1 ( 309 402 64 i 9.4 12.000 350 39.500 0 - 0.13 0.13 1 14.16 17.69 253 23.6 304.8 mm # 304.8 2400 175775 f 0 - 32 0' - 36' 9 i 2 - x 5'k , 360 449 64 I 10.7 " 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 I 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 1/2 times the figures shown. t Allowable Pipe End Separation and Deflection figures show the maximum nominal range of movement available at each joint for standard roll grooved pipe. Figures for standard cut grooved pipe may be doubled. These figures are maximums; for design and installation purposes these figures should be I reduced by: 50% for 14 - 31/2720 - 90 mm; 25% for 4" /100 mm and larger. @ Number of bolts required equals number of housing segments. Metric thread size bolts are available (color coded gold) for all coupling sizes upon request. Contact Victaulic for details. I . Y ► 14-Z--)1 I I I - � Irl I I I I I I - -• I www.victaulic.com ices iuijc VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. 0 2008 VICTAULIC COMPANY. ALL RIGHTS RESERVED . CARBON STEEL PIPE - GROOVED COUPLINGS V • . Flexible Coupling 1 STYLE 75 WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. 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 1 -100 Victaulic Field Installation 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. 1 I 1 I I 1 III IIIIIIIIIIIIIIIIIIIIINI�IIII WCAS- 7BDNAR • For complete contact information, visit www.victaulic.com 06.05 1470 REVJ UPDATED 1/2008 jctaulic' VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. C 2008 VICTAULIC COMPANY. ALL RIGHTS RESERVED. I I * ' ' 1 ) 1 . I 1 i ,if ! , 1 I f 1 ,/ i 1 I ■" t / / i t / i i . I r i I ; I ' ' ■ / , ./ , t / I ma' 1 r .,_., i ,.......c. j /.... /.....,- c. ....._, gil l] _,........)i i ......4 r" .... r I / _, , i. , j _, , \ .1 , ... , , c'E.i .1 P:;_ILI LUIS111] PI( Id] __is..-,-.1 i • I I I , .. I ... . t , . r I . 1 P ...., I • 4 . k g o fr i I. 4, ey --- --- ' 4 " — ,........,....... 34. ..... , ow - 1 4 , t •••• " ‘ .4 .. .i . oi• , . . 4 ro. Or k . • • • ,,., . iii.• 07 ti ... ',l , , ': , '' i , • ..■ 7 -- 4 4 1 1 I -. , 44 IV 4 • w iiir ' 41114. , • . • ' , .1 4 0. ' 10 MADE IN USA . .0. . ' 1 ... I N.Y.C. WA #261-90-E , # INDUSTRIES US I 1111 * • S * ': Paten t fs 5,390959, 5,570,745, .., , .4. 0 Realid SYWIMIlial NEW 111144110110. 6. /23.154 6. 119.764. 6 4118 667 Al. r 1 • FLExHEAb INDUSTRIES --..01 I FlexHead® Commercial Ceiling Sprinkler System ' I nsta I lati on Guide 1 1 Tools Required Standard pipe wrench WARNING! Safety glasses These installation instructions are for qualified Adjustable Wrench and licensed technicians in the Fire Protection I Screwdriver field ONLY. Consult NFPA, FM, UL, state and local code guidelines prior to installation. Materials Required I Sprinkler pipe thread sealant Failure to follow these specific instructions Teflon tape may cause personal injury. Installation tech- nicians must read the entire manual prior to attempting installation of product. During maintenance or inspection of FlexHead product, facility fire protection system MUST BE INACTIVE. DO NOT ATTEMPT RELOCATION OR MAINTENANCE OF FLEXHEAD PRODUCT I WHEN FIRE PROTECTIONS SYSTEM IS "LIVE ". 1 1 1 I 1. Mounting Bracket Assembly 2 I For installations with fully concealed sprinkler head, please use mounting bracket extension installation A _ , , , _ ~ instruction when applicable. A. For this step you will need a 3/8" bolt, 1/4" r '` •' ' y bolt, universal hub and mounting bracket. I B. Select one of the four sprinkler port locations on 4 : f _ y , �" mounting bracket., C. Thread the 3/8" bolt through side of universal I hub. D. (Photo la) Insert tab of universal hub into slot on mounting bracket as shown. = I ; I E. (Photo lb) Flip bracket over and insert and tighten 1/4" attachment bolt thru pre- punched I hole in bracket until tight as shown. F ,t _ tt -- ,0; , -,,,,,, - ., c „,..... I 14 4 Jr- B. Position the two clips at the ends of the support bracket legs on the T -bar grid and push each of the two clips down to snap in place as shown. Be sure the center section of the clip is on the outside of grid and base section is on the inside. 1 b Note: For additional support, screw self tapping I ` screw through hole in center tab of bracket into � .� -- grid. I 2A. Optional Attachment for Mounting Bracket to t Metal Studs /Gypsum Board Ceiling ' + A. Flip mounting bracket over and install universal ,, ,. ` • hub on desired sprinkler port location. ,: B. (Photo 2A) From above the ceiling, position ' ` mounting bracket over metal studs as shown. 2. Attaching Mounting Bracket Align hole in bracket directly over sprinkler hole prepared in ceiling. Attach mounting bracket to A. (Photo 2) Attach Mounting Bracket to T -bar metal studs by screwing two 1/4" self tapping I Suspended Ceiling Grid. From above the ceiling, position FlexHead Mounting Bracket legs on to screws thru bracket into grid. I T-bar grid so that the selected hole in support C. Repeat process on opposite end of bracket. Both " � bracket aligns directly above sprinkler head ends of bracket should be attached with two self -----11111'111 location in ceiling tile. tapping screws. 3. Connect FlexHead to Sprinkler Branch -line 4 a A. Apply teflon tape and pipe sealant to one inch K` ' (1 ") threaded end of FlexHead Sprinkler Drop » '` per NFPA guidelines. ; B. Attach one inch (1") threaded end of FlexHead , Sprinkler Drop to branch -line per NFPA, State , . and local code guidelines., C. (Photo 3) Do not use welded or braided hose �� _ . section of FlexHead Sprinkler Drop for a wrench , ' ing surface. Attach FlexHead Sprinkler Drop using rigid pipe end of units as wrenching i { s� r surface as shown. 4b F t ,, - , 3 A ' lei I - 1'x ca, 4., 0 ` ° . F tf* *‘444."''''''' ''- 4 * * -"' - ' ' ' ' -,4aii1iii1l11ll1llll1l 'Ow. f, ', t.: C ,; 1 ,\ _, _ et,- c -- 4. Secure FlexHead Sprinkler Drop to Mounting Bracket and apply Sprinkler Head. A. (Photo 4a) Bend the flexhead to hold its desired ., position. The Flexhead sprinkler drop has a 7" minimum bend radius per FM guidelines and 3" minimum bend radius per UL guidelines. Do -_`:Y x Onot overbend hose. Insert outlet fitting end of '` Y - . �r FlexHead Sprinkler Drop through center hole in previously installed mounting bracket and hole 5. Completing Installation in ceiling tile. Make sure the hose is bent suffi A. Test installation of sprinkler system for any leaks ciently so that the reducing coupling sits per- per NFPA Guidelines. drt fectly vertical in center hole of support bracket. B. Install sprinkler escutcheon from below ceiling - +` Do not torque or twist FlexHead during installa per manufacturers guidelines. "."'" tion process. B. (Photo 4b) Attach sprinkler head, properly pre- pared with teflon tape and sealant to FlexHead I Sprinkler Drop according to NFPA and sprinkler head manufacturer's guidelines. C. (Photo 4c) Adjust FlexHead Sprinkler height to accommodate type of sprinkler head. When sprinkler head is in desired location, tighten the fastening bolt on center hub of support bracket by turning clockwise with wrench until tight as shown. I FlexHead Commercial Ceiling Sprinkler System M ounting Bracket Extension Assemb Note: Bracket leg extensions may be needed for some concealed sprinkler installations in order to raise 3. (Photo 2 & 2a) From above snap mounting the height of the bracket and allow the sprinkler to bracket and leg extension together. Be sure teeth be adjusted to the pmper height in relation to the on center clip of bracket lock into place with leg I ,.,....„, cover plate. 1111) g - A via yr,,,,,. Tools Required VP I ; : Adjustable Wrench _ - Screwdriver ,, .; --„., iplito____, Materials Required Mounting Bracket p# MP24BKT iii ii. Universal Hub p# UH s I AL 1/4" Attachment bolt t. 3/8" Tightening bolt , "':.--''';j 2 Optional Leg Extensions p# XT _ eV , W 4 - ' k Vx, 1 1. (Photo 1) Remove two leg extension and one lif mounting bracket from box. I 2. (Photo 2) Insert top of leg extension under 9 - . mounting bracket clip as shown. Make sure that i the two upper guides rest on inside of mounting . = • I brackets legs and the bottom of mounting bracket rests on the two lower guides of leg I extension as shown. extension as shown. Repeat process on opposite °„ ���' end of bracket. Mounting bracket leg extension installation is complete. 4. To install bracket to ceiling grid, follow the I FlexHead Commercial Sprinkler system installa- 1 FlexHead Commercial Ceiling Sprinkler System Relocation Instructions ,,,,,,.. } 5. Position the two clips at the end of the support , WARNING! bracket on the T -bar grid and push each of the These installation instructions are for qualified two clips down to snap in place. Be sure that the • and licensed technicians in the Fire Protection center section of the clip is on the outside of the 'J R field ONLY. Consult NFPA, FM, UL, state and grid and base section is on the inside. . ft; local code guidelines prior to installation. 6. Adjust FlexHead s rudder height (if needed) '2,-4 J P � g C ) . � �. , , Failure to follow these specific instructions may cause personal injury. Installation tech- 7. (Photo 2) When in desired location, check and _ , � nicians must read the entire manual rior to tighten the bolt on center hub of support ' P PP �rn•,�, attempting installation of product. During bracket by turning clockwise until tight, using ; maintenance or inspection of FlexHead wrench. Note: For additional support, screw self f .. product, facility fire protection system MUST tapping screw through hole in center tab of BE INACTIVE. DO NOT ATTEMPT RELOCATION bracket into grid. OR MAINTENANCE OF FLEXHEAD PRODUCT , © WHEN FIRE PROTECTIONS SYSTEM IS "LIVE ". , z A. r Tip: i ,.,. °+" 1. Remove escutcheon from below ceiling. % 1 c 2. (Photo 1) Unclip the two clips at the end of the support bracket attached the T -bar. A. 3. Relocate FlexHead commercial system to desired location. 4. Reattach to FlexHead commercial unit to the 8. Test installation of sprinkler system for any leaks ` T -bar grid, being sure to center the sprinkler per NFPA guidelines. head through the pre drilled hole in ceiling tile. 9. Install sprinkler escutcheon from below ceiling 1 '• }; per manufacturers guidelines. Oi k T bey �r , �.�.. _ o I FlexHead Commercial Ceiling Sprinkler System F riction Loss Data an d 1 s .,. e S ification „.,, pc s _,,,..., 1 ..,,,, FlexHead Outlet Hose Assembly Equivalent Length of 1” Maximum Rated €. Model # Size Length ft(m) schedule 40 pipe ft(m) Pressure psi (kPa) 2024 1 /2in. 2ft (0.6m) 17ft (5.1m) 175 (1205) 2036 1 /2in. 3ft (0.9m) 22ft (6.6m) 175 (1205) 2048 1 /2in. 4ft (1.2m) 24ft (7.3m) 175 (1205) 2060 1 /2in. 5ft (1.5m1 25ft (7.5m1 175 (12051 > ,• 2072 1 /2in. 6ft (1.8m) 28ft (8.4m) 175 (1205) ° 2024 3 /4in. 2ft (0.6m) 9ft (2.7m) 175 (1205) 2036 3 /4in. 3ft (0.9m) 16ft (4.8m) 175 (1205) W 2048 3 /4in. 4ft (1.2m) 21ft (6.4m) 175 (1205) 2060 3 /4in. 5ft (1.5m) 22ft (6.6m) 175 (1205) 2072 3 /4in. 6ft (1.8m) 25ft (7.5m) 175 (1205) Flexhead products are intended for use in hydraulically designed wet, pre- action, deluge or dry pipe sprinkler systems per NFPA 13, 13R, ' _ and 13D guidelines. The hydraulic loss of the FlexHead needs to be included in the hydraulic design calculations the same as a valve or fitting. Each FlexHead Sprinkler Drop has a 3" minimum bend radius per UL guidelines, and a 7" minimum bend radius per FM guidelines. I ,� , System Specifications Usage of Flexible Piping Systems Sprinkler system final connections in commercial Contractor shall provide flexible piping connections ceilings shall be F1exHead model # as manufactured to sprinkler heads for both suspended and sheet ' + ±* by FlexHead Industries Inc. Holliston, MA USA (800) rock ceilings. All flexible piping systems shall be UL A. 829 -6975 or (508) 893 -9596, Fax (508) 893 -6020 as Listed and FM Approved and suitable for their approved by Factory Mutual Research Corporation intended use. and Underwriters Laboratories. All flexible piping connections to include a fully I \tt ', Each FlexHead System includes multi -port ceiling welded (non - mechanical fittings) , braided, leak mounting bracket with hardware and welded, leak tested sprinkler drop with a minimum internal cor- tested 1" braided FlexHead Flexible Sprinkler Drop'. rugated hose diameter of 1 inch; and a one -piece I The Fire Protection Contractor shall be responsible for multi -port ceiling bracket with removable attach- pa the installation of sprinkler head and the final connec- ment hub and self - securing integrated snap -on ;� tion, fill and test of the FlexHead Ceiling System to clip -ends, for attachment to ceiling grid without sprinkler sub -main in accordance to NFPA guidelines. the need for a screw fastener. FlexHead Ceiling Sprinkler System Model Numbers Acceptable Manufacturer(s): l n9 P y� Model # 2024 2 ft. FlexHead Sprinkler Drop 1. FlexHead series 2000 as manufactured by Model # 2036 3 ft. FlexHead Sprinkler Drop Flexhead Industries of Holliston, MA USA I ; Model # 2048 4 ft. FlexHead Sprinkler Drop (800) 829-6975 or (508) 893-9596, Fax (508) lulnrlPl * 90Rft 5 ft FlnvH' arl Sprinklar limp 893 -6020 in lengths of 2ft to 6ft. - -'° I Model # 2072 6 ft. FlexHead Sprinkler Drop I ' Note: FlexHead products are compatible with FM/UL I listed sprinkler heads. , FlexHead Suspended Ceiling Detail Each FM- approved unit is ready -to- install, - I I pressure- and leak- tested, and comes , rll � l r l r 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 t 1 e 1 + 1 i 1 + 1 + 1 + 1�1 + 1 + 1 i k complete with a flexible stainless -steel hose r1Y 11 + " "' .. ,11111111,1' t ' and mounting bracket with adjustable hub. /1111111 H Sprinkler /11111 rllllll branchline ' 1'1 + FlexHead i1111111' sprinkler drop 111110 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 r 1 Multi -port ceiling grid mounting bracket Adjustable hub F . !• I I_ II *,,, .. «- Suspended t -bar rr(� '� ¢ ' grid \I f 1 I gr C Ceiling tile Sprinkler head V 1 d+'k ', r . } , FlexHead Metal Stud Detail 0,1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ► Il wu+ffismi ti,1,1 +111111111111111111rP, 1 1,11►llllh , +11111111 t. Sprinkler Hull Nh +,lllllllr branchline 11411,111111111111`1 , FlexHead 1,111111111111∎1 sprinkler drop 1 ,, 1 1 AJAR Self to ingg Multi -port metal stud il screw typ. 2 Adjustable hub mounting bracket 11 I J Metal stud - .,4-:,. - -- , I J S heetrock ceiling Sprinkler head I 4 FlexHead Commercial Ceiling Sprinkler System Testing Approvals 1 FM Global Testing - FlexHead° series 2000 stainless steel sprinkler connections I Hydrostatic Strength Test Pressure Cycling Test A sample FlexHead was subjected to a hydrostatic A sample FlexHead was filled with water and bent pressure of four (4) times the rated working pres- at a 90° angle and subjected to 20,000 cycles of ' sure of 175 psi (1205 kpa) to 700 psi (4825 kpa) for pressure varying from 0 psi (0 kpa) to 175 psi a period of five minutes. The assembly shall show (1205 kpa) at a rate of approximately 6 cycles per 1 no signs of rupture, cracking, permanent distortion, The minute. After the successful completion of the pres or deterioration of performance characteristics. sure cycling tests the sample was subjected to the FlexHead successfully passed this test. hydrostatic pressure test at 700 psi and showed no �' signs of deterioration. The FlexHead successfully Vibration Test passed this test. A sample FlexHead was secured to a vibration table. I : , The FlexHead hose was bent in a 90° angle and Fatigue Test pressurized to 90 psi (620 kpa) and the mounting A sample FlexHead was subjected to 50,000 cycles Ibrac hose where then subjected to a total of of repeated flexing at a rate of 5 to 30 cycles per ket `t= 25 hours of severe vibration conditions. After the minute per section 8.3 of ISO standard 10380. After It s „, w successful completion of the vibration tests the the successful completion of the fatigue test the , Ysµ _ 1 - sample was subjected to the hydrostatic pressure sample was subjected to the hydrostatic pressure test at 700 psi and showed no signs of deteriora- test at 700 psi and showed no signs of deteriora- tion. The FlexHead successfully passed this test. Lion. The FlexHead successfully passed this test. Friction Loss (Equivalent length of pipe.) Head Deployment To determine the effect of the FlexHead to the A sample FlexHead installed in a suspended ceiling I discharge coefficient of the sprinkler, the average was fitted with a sprinkler head and pressurized to friction loss through the FlexHead shall be equated 26 -175 psi. The sprinkler head was then activated I to the theoretical length of nominal 1" diameter by a heat source at various pressures, and the sprin schedule 40 sprinkler pipe which would produce kler head deployed. The assembly shall show no the same amount of friction loss. Please see friction signs of distortion or deterioration of performance I loss table. on the assembly or sprinkler head. The FlexHead "r successfully passed this test. ''�' Vacuum Test A sample FlexHead was subjected to a vacuum of 25 tt , inHG for a period of five minutes. After the success- ' ful completion of the Vacuum Test the sample was subjected to the hydrostatic pressure test at 700 psi and showed no signs of deterioration. The FlexHead I successfully passed this test. Ja e Underwriters Laboratory Testing - FlexHead` series 2000 stainless steel sprinkler connections Hydrostatic Pressure Test High Temperature Exposure Test A sample FlexHead was subjected to a hydrostatic A sample FlexHead was subjected to hydrostatic pressure of five (5) times the rated working pres- pressure of 500 psi (3.45 MPa) and then subjected sure of 175 psi (1205 kpa) to 875 psi (6030 kpa) to a temperature of 375° F (191° C) for a period of for a period of one minute. The assembly shall show 90 days. After the successful completion of the : s no signs of rupture, cracking, permanent distortion, high temperature test the FlexHead Sprinkler -Drop® or deterioration of performance characteristics. The was subjected to the hydrostatic test of 500 psi s r FlexHead successfully passed this test. (3.45 MPa) for a period of one minute and showed ea ` no signs of deterioration or leakage. The FlexHead Vibration Test successfully passed this test. fyfi A sample FlexHead was subjected to hydrostatic pressure of 500 psi (3.45 MPa) . The FlexHead hose Salt Spray Corrosion Test was bent in a 90° angle and pressurized to 175 psi A sample FlexHead was subjected to salt spray (fog),' (1.21 MPa) and the mounting bracket and hose test, per ASTM B117 -94, for a period of 10 days and where then subjected to a total of 60 hours of verti- showed no signs of deterioration or incipient corm - cal vibration and 60 hours of horizontal vibration sion. The FlexHead successfully passed this test. with the amplitude of 0.04 inch (1.02 mm) at a ' continuously varying req cY f frequency between 18 and 37 Water Hammer Test hertz. After the successful completion of the vibra- A sample FlexHead was subjected to 3,000 applica- tion tests the sample was subjected to the hydrosta- tions of pressure pressure surges from 50 -500 psig tic pressure test at 500 psi and showed no signs of at a rate of 60 cycles per minute and showed no deterioration or leakage. The FlexHead successfully signs of deterioration or leakage. After the suc passed this test. cessful completion of the Water Hammer test the FlexHead was subjected to the hydrostatic test of Friction Loss (Equivalent length of pipe.) 500 psi (3.45 MPa) for a period of one minute and To determine the effect of the FlexHead to the dis- showed no signs of deterioration or leakage. The charge coefficient of the sprinkler, the average fric- FlexHead successfully passed this test. tion loss through the FlexHead shall be equated to'� the theoretical length of nominal 1 inch diameter Freezing Test schedule 40 sprinkler pipe which would produce A sample FlexHead was filled with water and the same amount of friction loss. Please see friction exposed to an atmosphere of 10 °F ( -29 °C) for a loss table. period of 24 hours and showed no signs of deterio- ration or leakage. After the successful completion Mechanical Strength Test of the Freezing Test the FlexHead was subjected A sample FlexHead was secured and subjected to a to the hydrostatic test of 500 psi (3.45 MPa) for torsion force with a torque of 60 pound -feet (81 N a period of one minute and showed no signs of m) applied to the outlet. After the successful corn- deterioration or leakage. The FlexHead successfully -- pletion of the mechanical Strength Test the sample passed this test. was subjected to the hydrostatic pressure test at 175 psi (1205 kpa) and showed no signs of deterio- ration or leakage. The FlexHead successfully passed this test. I . c ® us Underwriters Laboratories Inc.® USTED VENF March 16, 2000 1 flexible Sprinkler Hose Fittings FLEXHEAD INDUSTRIES EX5269 20 MAIN STREET, ACTON, MA 01720 Models 2024, 2036, 2048, 2060, 2072 flexible sprinkler hose fittings having a 300 psi ' rated pressure. For use with ordinary, intermediate and high temperature rated automatic sprinklers. Maximum number of bends, maximum bend angles and associated pressure losses are shown in the manufacturer's installation instructions. LOOK FOR LISTING MARK ON PRODUCT 4/5/2000 Underwriters Laboratories Inc. Card 1 of 1 ' VENF July 9, 2002 Flexible Sprinkler Hose Fittings FLEXHEAD INDUSTRIES EX5269 LOWLAND IND PARK, 56 LOWLAND ST, HOLLISTON MA 01746 ' Models 2024H, 2036H, 2048H, 2060H, 2072H, flexible sprinkler hose fittings having a 300 psi rated pressure. For use with ordinary, intermediate and high temperature rated automatic sprinklers. ' Models 20245, 2036S, 2048S, 2060S, 2072S , flexible sprinkler hose fittings having a 175 psi rated pressure. For use with ordinary, intermediate and high temperature rated automatic sprinklers. Maximum number of bends, maximum bend angles and associated pressure loses are shown in the manufacturer's installation instructions. LOOK FOR LISTING MARK ON PRODUCT I 7/22/2002 Underwriters Laboratories Inc. Card 1 of 1 1 3 3 3 AN lin Road • I WOW* I t WiT124 c ®us Underwriters Laboratories Inc.® No isagaigsg htIpArentflovrn LISTED June 21, 2001 e Oliktokt FlexHead Industries Mr. Norm MacDonald 56 Lowland St. Holliston, MA 01746 Our Reference: File EX5269 Subject: FlexHead Flexible Sprinkler Hose Fittings Installed Onto Dry Wall Ceiling Grid Dear Mr. MacDonald: This letter is in regard to the subject. Base upon review of the FlexHead UL Listed flexible sprinkler hose fitting system, installation onto a dry wall ceiling grid is acceptable when the ceiling- mounted bracket is screwed to a rigid surface. Self - tapping screws are used to affix the FlexHead mounting bracket to the surface, using the four ports provided which are pre - drilled onto the mount- ing bracket. Very truly yours, EMIL W. MISICHKO (Ext. 42036) Engineering Group Leader Conformity Assessment Services Department 3011CNBK Emil W. Misichko @us.ul.com I A not - for -profit organization dedicated to public safety and committed to quality service I ., 1- 1 APPROVAL REPORT 1 1 FLEXHEAD CEILING SPRINKLER SYSTEM 1 FOR COMMERCIAL SUSPENDED CEILINGS 1 1 Prepared For: FlexHead Industries, Inc. ' 56 Lowland Street Holliston, MA 01746 1 J.I. 3003667 Class 1637 ' March 26, 1999 1 1 a�eovEv Factory Mutual Research i 1 FlexHead Commercial Ceiling Sprinkler System Limited Warranty4� , M Flexhead Industries, Inc. warrants that its products law, regulation or rule of any federal, state or local will be free from defects in materials and workman- governmental or industry authority; and (g) prod- ship under normal conditions of use and service ucts that have not been inspected and maintained for a period of one year from date of sale. Our in accordance with our specifications, instructions "= i obligation under this warranty is limited to repair- or recommendations, including, without limitation, j ing or replacing any product that is returned to us our recommendations as to following the inspection _ =- with transportation charges prepaid within one and maintenance standards published by Factory - zkM° year after the date of original sale and that our Mutual Research Corporation (FMRC) and the examination shows to our satisfaction to have been National Fire Protection Association (NFPA) ; and defective in materials or workmanship under normal (h) products that have been affected by Microbio conditions of use and service. The decision as to logically Influenced Corrosion (MIC). This warranty whether to repair or to replace any product shall is not assignable and shall benefit only the original _ x , '' - be made by us, and any repair shall be made at purchaser of a Flexhead Industries, Inc. product. If our facility, any provision hereof or any portion of any provision y -< shall be held invalid, the remainder of this Limited ~`- Notwithstanding the foregoing, the following are Warranty shall not be affected thereby, and all pm �� specifically excluded from the coverage of this war- visions of this Limited Warranty shall remain valid 4 z ,{ ,,-;, ranty: (a) the sprinkler head of any Flexhead and in full force and effect to the fullest extent Industries, Inc. product, but Flexhead Industries, permitted by law. THIS WARRANTY IS IN LIEU OF 4 Inc. hereby assigns to the original purchaser of ALL IMPLIED WARRANTIES, INCLUDING, BUT NOT r , . any such product the right to enforce the warranty, LIMITED TO, WARRANTIES OF MERCHANTABILITY if any, issued by the manufacturer of such sprinkler AND WARRANTIES OF FITNESS FOR A PARTICULAR head; (b) defects resulting from ordinary wear and PURPOSE. NOTWITHSTANDING ANY PROVISION TO tear, including, without limitation, the replacement THE CONTRARY HEREIN OR ANY APPLICABLE LAW of the so called poly bag components of any TO THE CONTRARY, IN NO EVENT SHALL FLEXHEAD , Flexhead Industries, Inc. product; (c) products INDUSTRIES, INC. BE LI ABLE FOR INCIDENTAL OR that have been altered in any manner by the buyer CONSEQUENTIAL DAMAGES UNDER ANY CI RCUM- or by anyone other than Flexhead Industries, Inc.; STANCES WHATSOEVER, WHETHER ARISING FROM ANY (d) products that have been subjected to misuse, BREACH OF THIS LIMITED WARRANTY OR OTHERWISE .:. abusive use, or damage by accident or casualty; ARISING FROM OR IN CONNECTION WITH THE USE z ,_ '! (e) products that have been installed or used in a OR OPERATION OF, OR ANY DEFECT IN, ANY FLEXHEAD manner contrary to our specifications, instructions INDUSTRIES, INC. PRODUCT, OR OTHERWISE. The or recommendations, (f) products that have been risk of damages from any breach of warranty with installed or used in a manner that is not in compli- respect to injury to any person will be born by the ance with all applicable requirements of any code, purchaser of Flexhead Industries, Inc. product. 1 I;. 1 T 1 I The e 1 r.1 F is iii u 2fjr ! �L;?7. ' - Exhaust Ducts Cleanroom Ceilings •` go* - � r I , * -,:i:,--41,,,, £ .' 4 . ■ I. a N Flmdiead offers a complete line of Cllanroom Fle d ad''s Eatpuust Duct Applications Indude: I Ceiling Systems specifically design for use in: • Semioon c ductor/Ele tmnics • laboratories • Semiconductor/Electronics • tech • Steel lArnifecturers h • Automotive • Aerospace I 1 • Hi -end Cowerchd Ceilings • Restaurant • Petro- chemical • Forest Products/Paper Pulp 1 Commercial Ceilings -- 440111.1. ___ _ _ I 1 , , .., ,_,_,..„,.........:::_ C r _ , , - ' '- 4 - -_ i I Ft wdleed's Ia nmowCifl Daft Reruns are idiot filer: • New Consuu:tian and Retrofit Proms • Suspended and Sheetrodc Ceiling Installation I • Retell, Commercial, Educational and Government lion • Building Owners requiring Flexible Space I • Fast•Tracic Consm eon • Cost Effective Code Compliance • (enter -of -Tile Aesthetic Uniformity 1 I ` Heedquerterafilenufacurring PeaM U.S. fnmm39n etionet ,Petants 570 ns Pending end it 56 Lowland Street, Holliston, MA 01746 us 7yt 75 59 f5 719, 794, , ,8,097 [ Tel: 800- 829 -6975 / (508) 893 -9596 The Fleditted name and kgv ere f I N D U S T R I E S Fax: (508) 893 - 6020 / www.flexhead.com trademarks of ikelieed ice i.■ R• • OM NM MI N = M E I MS I I MI N IIM M I MN I ` Bulletin 136 Re . c Relliablid Model F1FR Model F1FR Recessed 5. 1 Quick Response Sprinklers DJ CD 0 I Model Fl FR S • rinkler Types Standard U. ri. ht tansar. 'lenient r., s..'- I Conventional Vertical Sidewall , _ j Horizontal Sidewall g. 1 — HSW 1 Deflector M o Model Fl FR Recessed Sprinkler Types - p Yp� IRecessed Pendent I Hecessed Horizontal Sidewall Upright Pendent - HSW 1 Deflector . I Listings & Approvals _ 1. Listed by Underwriters Laboratories, Inc. (UL) 2. Listed by Underwriters' Laboratories of Canada (ULC) 3. Certified by FM Approvals I I 4. Loss Prevention Council (LPC, UK) 5. NYC BS&A No 587-75-SA 6. Meets MIL- S -901C and MIL -STD 167 -1 . 7. Verband der Schadenversicherer (VdS, Germany) I 8. NYC MEA 258 -93 -E UL Listing Category Vertical Sidewall Conventional Sprinklers, Automatic & Open Quick Response Sprinkler I UL Guide Number VNIV r 11 Irlt Patents: US Patent No 6,374,920 Applies to ; All V 4 f ii i Model PI FR Vertical Sidewall Sprinklers. - Product Description Horizontal Sidewall - ecesse. 'en .en Reliable Models F1FR and F1FR Recessed Sprinklers are HSW 1 Deflector Model FP Shown I quick response sprinklers which combine the durability of a pands, forcing the bubble smaller and smaller as the liquid standard sprinkler with the attractive low profile of a decorative pressure increases. Continued heating forces the liquid to sprinkler. push out against the bulb, causing the glass to shatter, I The Models Fl FR and F1FR Recessed automatic sprinklers opening the waterway and allowing the deflector to distrib utilize a 3.0 mm frangible glass bulb. These sprinklers have ute the discharging water. demonstrated response times in laboratory tests which are five to ten times faster than standard response sprinklers. This Application I quick response enables the Model Fl FR and F1 FR Recessed Quick response sprinklers are used in fixed fire protec- sprinklers to apply water to a fire much faster than standard tion systems: Wet, Dry, Deluge or Preaction. Care must be sprinklers of the same temperature rating. exercised that the orifice size, temperature rating, deflector _ The glass bulb consists of an accurately controlled amount style and sprinkler type are in accordance with the latest of special fluid hermetically sealed inside a precisely manu- published standards of the National Fire Protection Asso- factured glass capsule. This glass bulb is specially con- ciation or the approving Authority Having Jurisdiction. structed to provide fast thermal response. The balance of Quick response sprinklers are intended for installation as I parts are made of brass, copper and beryllium nickel. specified in NFPA 13, FM Global Loss Prevention Data At normal temperatures, the glass bulb contains the fluid Sheet 2 -8N or other applicable standards. Quick response in both the liquid and vapor phases. The vapor phase can sprinklers and standard response sprinklers should not be be seen as a small bubble. As heat is applied, the liquid ex- intermixed. I The Reliable Automatic Sprinkler Co., Inc. 103 Fairview Park Drive, Elmsford, New York 10523 1 Model Fl FR Quick Response Upright, Pendent & Conventional Sprinklers Installation Wrench: Model D Sprinkler Wrench Installation Data: K Factor I Sprinkler Identification Sprinkler Type Sprinkler Approval Number (SIN) I US Metric Height Organization 1 SSU SSP Standard - Upright (SSU) and Pendent (SSP) Deflectors Marked to Indicate Position _ 1 1 )/ 2 " (15mm) Standard Orifice with )" NPT (R)) Thread i 5.6 80 2.2" (56mm) 1,2,3,4,5,6,7 R3625i R3615 1 A2' (20mm) Large Orifice with %" NPT (R 8.0 115 2.3" (58mm) 1,2,3,4,7,8 R3622"/ R3612 < ' (17mm) Small Orifice with );" NPT (R)Z) Thread 4.2 60 2.2" (56mm) 12,8 R3623 R3613 %" (10mm) Small Orifice with X" NPT (R)2) Thread 2.8 40 1 2,2" (56mm) 1,2,8 R3621 R3611 10mm Orifice XLH with R%" Thread 4.2 60 I 56mm 4,6,7 R3624 R3614 I Conventional - Install in Upright or Pendent Position 10mm Orifice XLH with R%Thread 4.2 60 56mm — R3674 15mm Standard Orifice with y" NPT (R)2) Thread 5.6 80 56mm 4,6,7 R3675 20mm Large Orifice with 3 /a" NPT (R /e)Thread 8.0 115 58mm 4,7 R3672 • (1) Polyester coated upright UL and ULC listed corrosion resistant. r� I t` r ositg ' Ill U �= I Upright Pendent Conventional Model Fl FR Quick Response Recessed Pendent Sprinkler 1 Installation Wrench: Model GFR1 Sprinkler Wrench " Installation Data: I K Factor Nominal Thread Sprinkler Ap prove l Sprinkler Identification Orifice Size US Metric Height Organizations Number (SIN) I )2" (15mm) y" NPT (RY) 5.6 80 2.2" (56mm) 1,2,3,4,5,7,8 R3615 I 1 %2" (20mm) ,;" NPT (RN) _ 8.0 115 2.3" (58mm) 1,2,3,8 R3612 A6" (11mm) )2" NPT (R /2) 4.2 60 2.2" (56mm) 1,2,8 R3613 %" (10mm) z" NPT (RA) 2.8 40 2.2" (56mm) 1,2,8 R3611 10inm R% 4.2 60 56mm 4,7 R3614 (1) Refer to escutcheon data table for approvals and dimensions. 2 r /e' HOLE D/a � — 2 5/8" DIN. (66,722) I [57.222) HOLE IN CEILING 1 15/16" DIA 2 5/16" Dot. (58.7mm] [ 49.222] CUP I" X //2 r h- ___, TURN COLLAR —' — I i� 1 1 1" X 1/2" REDUCER UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS I 1 \ \ / T . . ki►� / l N FACE OF FITTING TON CE /LING I L J ADJUSTMENT 0, _- � �, C�GOIMENSION I _ � r: I OO V21 FACE OF F1I7ING - 7 0 FACE OF CEILING I 1 i DIM£ no III i � [3.222) �.(U � Ili ,iAir I �� 1 II [ 7 22") 136150? _E ADJU STMENT t 1361005_a 6. (1) REFER TO F1 8 F2 ESCUTCHEON DATA TABLE FOR APPROVALS AND DIMENSIONS, (7) REFER TO FP ESCUTCHEON DATA TABLE FOR APPROVALS AND DIMENSIONS. I 2. Model F1 FR Quick Response Vertical Sidewall Sprinkler Installation Wrench: Model D Sprinkler Wrench Installation Position: Upright or Pendent I Approval Type: Light Hazard Occupancy Installation Data: Nominal Thread K Factor Sprinkler Approval Sprinkler Orifice Size US Metric Height Organizations Identification I ''h" Number (SIN) 'h NPT (Rh) 5.6 80 2.2" (56mm) 1, 2, 3, 6, 8 — R3685 15mm 'h" NPT (R') 5.6 80 2.2" (56mm) 4 (1) I (I) LPC Approval is for Pendent position only. I Orientation Deflector to Ceiling Dimension (Min. - Max.) Upright 4" - 12" (102mm 305mm) Pendent 6" - 12" (152mm - 305mm) i Vertical Sidewall I US Patent No. 6,374,920 I Model F1 FR Quick Response Horizontal Sidewall Sprinkler - Deflector: HSW 1 I Installation Wrench: Model D Sprinkler Wrench Installation Data: Approval Organizations I K Factor and Type of Approval Sprinkler Identification Nominal Thread Sprinkler Light Ordinary Number (SIN) Orifice Size us Metric Length Hazard Hazard y" (15mm) X" NPT(RY) 5.6 80 2.63" (67mm) 1,2,3,5,8 1,2,5,8 R3635 ' NOTE: UL, ULC and MEA Listing permits use with F1 or F2 recessed escutcheon. 136FG04 P r ../ I 0 1 .. (1) FACE OF FITTING TO WALL DIMENSION - ----... 1 1/4" MIN. 2 1/4 " HOLE DJA. 1/8 4 "_6• [572mmJ 17- 3.2mm [31.8mmJ J [101.6 .4mm] ` CEILING ILING TO 1" X 1/2" REDUCER DEFLECTOR _ 'i - 1 15/16" DIA. til ' ___ , ; i , � t.a_, 0 Horizontal Sidewall [49.2mm] , " , I i '�� � l!I 2 27/32" DIA. q I I " 722mm � m j �_''� I .� C I J L r L 4•11.11. II 1 TURN COLLAR UNTIL 1 I TIGHT AGAINST SPRINKLER ;` \ ` WRENCH BOSS. _ L .._ ADJUSTMENT (1) (1) REFER TO ESCUTHCEON DATA TABLE FOR APPROVALS AND DIMENSIONS. I 3. Installation Quick response sprinklers are intended for installation as tle vacuuming. Remove any sprinkler which has been I specified in NFPA 13, FM Global Loss Prevention Data Sheet painted (other than factory applied) or damaged in any 2 -8N or other applicable standards. Quick response sprin- way. A stock of spare sprinklers should be maintained to klers and standard response sprinklers should not be inter- allow quick replacement of damaged or operated sprin- I mixed. klers. Prior to installation, sprinklers should be maintained The Model F1FR Recessed Quick Response Sprinklers are to in the original cartons and packaging until used to mini - be installed as shown. The Model Fl or F2 Escutcheons illus- mize the potential for damage to sprinklers that would trated are the only recessed escutcheons to be used with the cause improper operation or non - operation. I Model F1FR Sprinklers. The use of any other recessed escutch Sprinkler Types eon will void all approvals and negate all warranties. Standard Upright When installing Model Fl FR Sprinklers, use the Model D Sprin- kler Wrench. When installing Model Fl FR Recessed Pendent or Standard Pendent I Sidewall Sprinklers, use the Model GFR1 Sprinkler Wrench. Any Conventional other type of wrench may damage these sprinklers. Sidewall (Vertical, Horizontal HSW1) Glass bulb sprinklers have orange bulb protectors to minimize Recessed Pendent bulb damage during shipping, handling and installation. RE- Recessed Horizontal Sidewall HSW1 I MOVE THIS PROTECTION AT THE TIME THE SPRINKLER SYSTEM IS PLACED IN SERVICE FOR FIRE PROTECTION. Re- Finishes (1) moval of the protectors before this time may leave the bulb vul- Standard Finishes nerable to damage. RASCO wrenches are designed to install Sprinkler _ Escutcheon I sprinklers when covers are in place. REMOVE PROTECTORS Bronze Brass BY UNDOING THE CLASP BY HAND. DO NOT USE TOOLS ` Chrome Plated (hrome Plated 3) I TO REMOVE THE PROTECTORS. White Polyester Coated hite Painted'" I Temperature Ratings Special Application Finishes Sprinkler Escutcheon Sprinkler Max. Ambient Bulb Bright Br ass Bright Brass Classification Temperature Tem p' Color 9 g °C °F Black Plated Black Plated I I flrrd inary G7 IOC 100 ^r -(30^C) y„ Black Paint Black Paint Ordinary 68 155 100 °F(38 °C) Red I Off White Off White - IFI1CIrnecarare 7y I Po MMUM °W Yellow Satin Chrome Satin Chrome I Intermediate 93 200 150 °F(66 °C) Green High (1) 141 286 225 °F(107°C) Blue ( Other finishes and colors are available on special order. (1) Consult the factory for details. Not available for recessed sprinklers. (2) FM Approvals is limited to bronze and brass, chrome or black Escutcheon Data plated finishes only. ace ofFidin (3) FP Push- on/Thread -off escutcheon. Escutcheon Adjustment "A" Faceofi�og (4) UL and ULC listed corrosion resistance. Model Dtmension Wall Dimension SIN numbers: R3621, R3622, R3623, R3625. 1 " Note: For y" orifice pendent FM approved white , Fl 1,2,4,8 Max Recess (38.1mm) ');6" ' polyester coated and UL approved white polyester Min Recess X " (5rrxn -24mm) corrosion resistant sprinklers refer to Bulletin 014. (19.1mm) I /2. Ordering Information I F2 1,2,3,4,5,7,8 Max Recess (38.1mm) Y16 - ' ,, Min Recess '% (5mm- 17mm) Specify: (24mm) 1. Sprinkler Model 76' 2. Sprinkler rinkler T e FP 1,2 Max Recessed (11 mm) 1y" (38.1 p Type Push -on/ 3. Orifice Size I Thread off 1,2 Min Recessed 17,6,, 1 " (25.4mm) 4. Deflector Type (24mm) Yp No Dimensional Figure for FP 5. Temperature Rating 6. Sprinkler Finish I Maintenance 7. Escutcheon Type The Models F1FR and F1FR Recessed Sprinklers 8. Escutcheon Finish (where applicable) should be inspected quarterly and the sprinkler system maintained in accordance with NFPA 25. Do not clean Note: When Model F1FR Recessed sprinklers are I sprinklers with soap and water, ammonia or any other ordered, the sprinklers and escutcheons are packaged cleaning fluids. Remove dust by using a soft brush or gen- separately. The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 80 years, and are installed and serviced by the most highly qualified and reputa- - ble sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by I The Reliable Automatic Sprinkler Co., Inc. Recy Paper cled Reliabid (800)431-1588 Sales Offices (800)848 Sales Fax Revision lines indicate updated or new data (914)829 - 2042 Corporate Offices www reliablesprinkler.com Internet Address EG. Printed in U.S.A. 3/07 P/N9999970027 Bulletin 148 Rev.0 I Reliable ® Model F1FR co I Model F1 FR Recesse (..6 Quick Response Extended r. Coverage Sprinklers cp 0 I A complete line of UL Listed and FM - Approved quick response extended coverage sprinklers for light hazard applications. I Horizontal Sidewall Sprinklers are approved ti. for installation 4" - 12" (102mm - 305mm) I below the ceiling. Model Fl FR QREC Sprinkler Types Yts � Extended Coverage Pendent I Extended Coverage Horizontal Sidewall Extended Coverage Recessed Extended • EC -8 Deflector Pendent Coverage Pendent • EC -9 Deflector I Model Fl FR QREC Recessed Sprinkler Types x. R i 1 ecessed Extended Coverage Pendent "' I Recessed Extended Coverage Horizontal Sidewall: . • EC -8 Deflector I • EC -9 Deflector Approval Organizations Extended Coverage Recessed Extended 1. Underwriters Laboratories, Inc. Horizontal Sidewall EC -8 Coverage Horizontal Sidewall I 2. Underwriters' Laboratories of Canada EC -8 3. Factory Mutual Research Corporation 4. NYC MEA 258 -93 -E I UL Listing Category , Sprinklers, Automatic & Open r osily , , , Quick Response Extended Coverage Sprinkler I t UL Guide Number VNIV Note: Consult appropriate FM Installation Standards regarding limitations of room size, ceiling height and I minimum wall fire resistance rating. Extended Coverage Recessed Extended Horizontal Sidewall EC -9 Coverage Horizontal Sidewall EC -9 Product Description I Reliable Models F1 FR QREC and F1 FR QREC Recessed Sprinklers are quick response sprinklers which The balance of parts are made of brass, copper and combine the durability for a standard sprinkler with the beryllium nickel. attractive low profile of a decorative sprinkler. The temperature rating of the sprinkler is identified by I The Models F1 FR QREC and F1 FR QREC Recessed the color of the glass bulb. Automatic Sprinklers utilize a 3.0mm frangible glass bulb. These sprinklers have demonstrated response times in Application laboratory tests which are five times faster than standard Quick response sprinklers are used in fixed fire response sprinklers. This quick response enables these protection systems: Wet, Dry, Deluge or Preaction. Care sprinklers to apply water to a fire much faster than must be exercised that the orifice size, temperature standard sprinklers of the same temperature rating. rating, deflector style and sprinkler type are in The glass bulb consists of an accurately controlled accordance with the latest published standards of the I amount of special fluid hermetically sealed inside a National Fire Protection Association or the approving precisely manufactured glass capsule. This glass bulb is authority having jurisdiction. Quick response sprinklers specially constructed to provide fast thermal response. are intended for installation as specified in NFPA 13. I The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10552 I Model Fl FR Quick Response Extended Coverage Pendent Sprinkler . I Deflector: EC Installation Wrench: Model D Sprinkler Wrench _ I Approval Type: Quick Response Extended Coverage -Light Hazard Occupancy Installation Data: I , "K" Factor Sprinkler Nominal Thread Sprinkler Temperature"' Approval Identification Orifice Size US Metric Length Rating Organizations Number (SIN) n 3 /4"NPT (R 8.0 115 (56.1m Si 22r ) 151355°F F (68( (57°C ° 57°C . /2 (20mm) /a 1,2,3,4 84842 -- I m°C) Y2" (15mm) NNPT (R1/2) 5.6 80 21" 135 °F (57°C) - (53.4rrrn) 155 °F (68°C) 12,4 R4845 (1) FM Approval of pendent sprinkler - 135 ° F (57 °C) only I I Model Fl FR Recessed Quick Response Extended Coverage Pendent Sprinkler I Deflector: EC I Installation Wrench: Model GFR1 Sprinkler Wrench Approval Type: Quick Response Extended Coverage -Light Hazard Occupancy Installation Data: "K" Factor Sprinkler Nominal Thread Sprinkler Temperature'' Approval"' Identification I Orifice Size US Metric Length Rating Organizations Number (SIN) '/2 3 " NPT 8.0 115 2.2' 135 °F (57°C) 1, 2, 3, 4 R4842 (2)r r n) (R (56.1 mm) 155 °F (68°C) X" %" NPT 21" 135 °F (57°C) I (15mm) (Ry) 5.6 80 (53.4mm) 155 °F (68°C) 1, 2, 4 R4845 r " FM Approval of recessed sprinkler — 135°F (57 °C) only. ``) Refer to escutcheon data table for approvals and dimensions. - — I COVERAGE AREA 2 1/4" HOLE DIA I Pressure, psi (bar) Maximum Flow Coverage Area �, ,s /,a a+ Rate Width x Length _ y� gpm (Umin) K = 8.0 (115) K = 5.6 (80) ft x ft. (m x m) I ' � I 26 (98.4) 10.6 (0,7 21.6 (1,5) 16x 16 (4.9x4.9) r r @ 3 1 �. 33 (125.0) 17.0 (1,2) 34.7 (2,4) 18x18 (5.5x5.5) OR (151.4) 25.0 (1,7) 51.0 (3,5) 20x20 (6.0x6.0) a 1 I I r` 2 REDUCER (3) 135 °F (57 °C) only for both Pendent and Recessed Pendent. ass � I i ( J , � h i�ra L - > 'Act OF 20 4110 .4.(2) 2 V/.32 at 1361'0028 1 2. I 1 I . Model Fl FR Quick Response Extended Coverage Horizontal Sidewall Sprinkler Deflector: EC -8 I Installation Wrench: Model D Sprinkler Wrench Approval Type: Quick Response Extended Coverage -Light Hazard Occupancy I Installation Data: "K" Factor Sprinkler Nominal Thread Sprinkler Approval Temperature identification I Orifice Size US Metric Length Organizations Rating Number (SIN) illitallr' 3/2` x" NPT 5.6 80 28° 1, 2, 3, 4 155°F (57°C) 68°C) R465 (15mm) (R1/2) (71.1mm) 175°F (79°C) I I Model Fl FR Recessed Quick Response Extended Coverage Horizontal Sidewall Sprinkler Deflector: EC -8 I Installation Wrench: Model GFR1 Sprinkler Wrench Approval Type: Quick Response Extended Coverage -Light Hazard Occupancy I Installation Data: "K" Factor Sprinkler Nominal Thread Sprinkler Approval`' Temperature"' Identification I Orifice Size US Metric Length Organizations Rating Number (SIN) 135°F (57°C) (1 ye 5run) ( RYz) 5.6 80 (712 mm) 1 2, 3,4 155°F (68°C) R4865 - 175°F (79°C) I "' FM Approval of recessed sprinkler - 135 °F (57 °C) only (2) Refer to escutcheon data table for approvals and dimensions. COVERAGE AREA Flow Rate Pressure Maximum Deflector to Gelling gpm (Umin) psi (bar) Coverage Area Dimension Width x UL — FM UL FM ft. ft. (m x Inches (mm) 16 x 16 2 9 26 (1098) 30 (11 36 26.6 (1,5) 28.5 (1,5) 16x18 4.9x5.5) 4 -12 (102 -305) 32 (121.1) 33 (125.0) 32.4 (2,2) 34.5 (2,4) 16x20 (4.9 x 6.0 4 -12 (102 - 305) I I FACC or max re " - Cl71AC MM£NSNN 1 ' MINN = SAW/ I I P 6M4 „v,.• l L,,I T U 1'1.11 ? 22/12 nK I . ' ' ; 1 ' l, I " • C I �y� I IKCO NCNOCO \VV` mu itxt IL.....v422........ I - Aow+swcNriV woos I 3 Model Fl FR Quick Response Extended Coverage Horizontal Sidewall Sprinkler I Deflector: EC -9 Installation Wrench: Model D Sprinkler Wrench Approval Type: Quick Response Extended Coverage -Light Hazard Occupancy I Installation Data: "K" Factor Sprinkler Nominal Thread Sprinkler Approval'`' Temperature Identification .;,.°' I , Orifice _ Size US Metric Length Organizations Rating Number (SIN) , ,. - 17 " 3 / 4 " NPT 135°F (57°C) �z .:. «; ,o (gym) (R3/4) 8.0 115 (7 2 ) 12,3,4 155°F (68°C) R4862 175 °F (78°C) I Model Fl FR Recessed Quick Response , Q Extended Coverage Horizontal Sidewall Sprinkler Deflector: EC -9 Installation Wrench: Model GFR1 Sprinkler Wrench I Approval Type: Quick Response Extended Coverage -Light Hazard Occupancy Installation Data: "K" Factor Sprinkler Temperature Identification N. Nominal Thread Sprinkler ����"���� Size US Metric Length Organizations n ure Number \ I rge g (SIN) �� n s «....... 0.4".504 raw I Sa la `' . ,m Orifice Si �z " " NPT 8.0 115 (72.4mm) 1, 2, 3, 4 155 °F 135°F (57°C) R4862 ��+ m .a (gym) (R3/4 175 °F (78°C) r ko , (1) w ) FM Approval of recessed sprinkler - 135 °F only. r1 (2) Refer to escutcheon data table for approvals and dimensions. [ m "�' ""`"`" COVERAGE AREA r 1{ , l - - - __ - _ Flow Rata Maximum o 1e r »°1.4* I gpm (L/rnin) Pressure, psi (bar) Coverage Area Deflector to Ceiling I , Width x Length Dimension Min. - Max i ° t " � UL FM UL FM ft. xft(mxm) Inches(mm) - -_ 26 (98.4) - 10.6 0,7 - 16 x 16 (4.9 x 4.9) 6 -12 (153 - 305) ( - Is s 32 (121.1) ' ii • 16.0 (1,1) 1RY1R (AQvAQ' A-19 (1r19-'111F1 , +rca.wuolo t El 09.8 36 (136.3) �c I T 1 202 1,4) � 16 x 18 (4.9 x 5.5) 4 -12 102 - 305 )1 %' R n � veto ` 40 151.4 •.• 25.0 1,7) ibx2U 4.9x(i.0 4 -12 1U2 -3Ub I~ APJUSOICIV a , met 36 (136.3) 44 166.6 202 1,4 302 2.1 16x22 (4.9 x 6.7) 4 -12 (102 - 305) 39 (147.6) 48 (181.7) 23.8 (1,6) 36.0 (2,5 16 x 24 (4.9 x 7.3) 4 -12 (102 - 305) Model F1 FR Recessed Quick Response HSW EC -9 1 135°F (57°C) Sprinkler COVERAGE AREA Ann Flow Rate - UL Pressure - UL Width x L Deflector to Ceiling Dimension gpm Umin psi bar • ft. x ft m x m Inches mm 33 124.9 17.0 1,2 18x18 5.5x5.5 4 -12 102-305 39 147.6 23.8 1,6 14x26 4.3x7.9 4 -6 102 -153 40 151.4 25.0 1,7 18x22 5.5x6.7 4 -12 102 -305 46 174.1 33.1 2,25 14x26 4.3x7.9 6 -12 153 -305 155°F (68°C) Sprinider ' 33 124.9 17.0 1,2 18x 18 5.5x5.5 4 -12 102 -305 40 151.4 25.0 1,7 18x22 5.5x6.7 4 -12 102 -305 . 46 174.1 33.1 2,25 14x26 4.3x7.9 6 -12 153 -305 , 4. 1 • Model Fl FR & Fl FR Recessed Quick Response Extended Coverage Sprinklers Finishes I Installation Standard Finishes Quick response sprinkler are intended for installation Sprinkler`' Escutcheon as specified in NFPA 13. Quick response sprinklers and Bronze Brass ' standard response sprinklers should not be intermixed. Chrome Plated Chrome Plated The Model Fl FR Recessed QREC Sprinklers are to be White Polyester Coated White Painted installed as shown. The Model Fl or F2 Escutcheons S. cial •lication Finishes illustrated are the only recessed escutcheons to be used I with the Model F1FR Sprinklers. The use of any other s• rinkler 2 ' Escutcheon recessed escutcheon will void all approvals and negate Bright Brass Bright Brass all warranties. Black Plating Black Plating When installing Model F1 FR QREC Sprinklers, use the Black Paint Black Paint I Model D Sprinkler Wrench. When installing Model F1 FR Off White Off White QREC Recessed Pendent or Sidewall Sprinklers, use the Satin Chrome Satin Chrome Model GFR1 Sprinkler Wrench. Any other type of wrench ( " Other colors and finishes are available on special order. Consult may damage these sprinklers. factory for details. Glass bulb sprinklers have orange bulb protectors to 2 ) FM Approval limited to bronze, bright and satin chrome plated, minimize bulb damage during shipping handling and and polyester coated only. i nstallation. REMOVE THIS PROTECTION AT THE TIME THE SPRINKLER SYSTEM IS PLACED IN SERVICE FOR I FIRE PROTECTION. Removal of the protectors before Escutcheon Data this time may leave the bulb vulnerable to damage. Face of Fading RASCO wrenches are designed to install sprinklers when Modem Approvals'' Adjustment Dimension caling covers are in place. REMOVE PROTECTORS BY I UNDOING THE CLASP BY HAND. DO NOT USE TOOLS /" (19mm) "' / (5mm) TO REMOVE THE PROTECTORS. Fl 1, 2, 4 3 (19mm) 1V (35mm)`z' ,s (24mm) Maintenance The Models F1 FR QREC and F1 FR QREC Recessed "' EC Pendent I Sprinklers should be inspected quarterly and the (2) EC HSW sprinkler system maintained in accordance with NFPA NYC MEA 258-93-E, Pendent and Recessed Pendent Only. 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by Ordering Information I using a soft brush or gentle vacuuming. Remove any g sprinkler which has been painted (other than factory Specify: applied) or damaged in any way. A stock of spare 1. Sprinkler Model sprinklers should be maintained to allow quick 2. Sprinkler Type I replacement of damaged or operated sprinklers. Prior to 3. Orifice Size installation, sprinklers should be maintained in the 4. Deflector Type original cartons and packaging until used to minimize the 5. Temperature Rating 6. Sprinkler Finish I Temperature Ratings 7. Escutcheon Type 8. Escutcheon Finish (where applicable) Sprinkler Maximum I Rating Ambient Temp. Note: When Model Fl FR Recessed sprinklers are Classification °F °C °F °C Bulb Color ordered, the sprinklers and escutcheons are Ordinary 135 57 100 38 Orange packaged separately. Ordinary 155 68 100 38 Red I Intermediate 175 79 150 66 Yellow Sprinkler Types I Extended Coverage Pendent Extended Coverage Sidewall • EC -8 HSW Deflector I • EC -9 HSW Deflector Recessed Extended Coverage Pendent Recessed Extended Coverage Sidewall • EC -8 HSW Deflector I • EC -9 HSW Deflector I 5. 1 Reliable ■ ■ . For Complete Protection Reliable offers a wide selection of sprinkler components. Following are some of the many p p g Y precision -made Reliable products that guard life and property from fire around the clock. • Automatic sprinklers • Deluge valves ' • Flush automatic sprinklers • Detector check valves • Recessed automatic sprinklers • Check valves ' • Concealed automatic sprinklers • Electrical system • Adjustable automatic sprinklers • Sprinkler emergency cabinets p p g Y • Dry automatic sprinklers • Sprinkler wrenches ' • Intermediate level sprinklers • Sprinkler escutcheons and guards • Open sprinklers • Inspectors test connections ' • Spray nozzles • Sight drains • Alarm valves • Ball drips and drum drips . , p • Retarding chambers • Control valve seals , • Dry pipe valves • Air maintenance devices • Accelerators for dry pipe valves • Air compressors ' • Mechanical sprinkler alarms • Pressure gauges • Electrical sprinkler alarm switches • Identification signs g ns • Water flow detectors • Fire department connections ' The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association, Factory • Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 80 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. The Reliable Automatic Sprinkler Co., Inc. ® Recycl Relliabld 800) 43 -1588 Sales Offices Paper 800) 84 -6051 Sales Fax (914) 82 -2042 Corporate Offices Revision lines indicate updated or new data. www,reliablesprinkler,corn Internet Address E.G. Printed in U.S.A. 02/08 P/N 9999970142 • MEI NMI NM MN II•11 • MENI IIIII =II NM IIIIIIII MIN IPS CARBON STEEL PIPE S 10.18 ' FIRE PROTECTION VALVES ictaulic Series 705W FireLockTM' Butterfly Valve With Weatherproof Actuator For 300 PSI Service I PRODUCT DESCRIPTION The Series 705W butterfly and FM Approved for 300 PSI able with a 1 /a" NPT supply i �- r valve features a weatherproof (2065 kPa) service. Flow per- side tap designed to allow I actuator housing approved for formance exceeds UL Specifi direct water supply connec indoor or outdoor use. It has a cation 1091 and FM Approval tion to Victaulic FireLock actu- M ductile iron body and disc with Standard 1112. ated fire protection valves. See is e - EPDM disc coating. The body Weatherproof Actuator separate drawings below. This is coated with a heat fused is an optional feature and must I II II * polyphenylene sulfide blend to Supervisory switches for be dearly noted on all orders. valves are available 2 rrt - 12' meet FM requirements and Contact Victaulic for addi- N 21A2- e" Sizes the new coating requirements (73,0 - 323,9 mm) pre-wired tional information on tapped for the 5th edition of UL 1091. (PW)' valves. I ®� Requestvict Q For fire protection services, Supply -side Tap aulic Series 705W valve is UL Listed Series 705W valves are avail - 8 - 12" Sizes publication 10.01 for details. IKE DIMENSIONS A I _ � - I����tt�oll ° a ll ~�I . L - Dia '/a NPT 1 j 0,, .... G D . . su pply Tap I i ��- F �� - +- roi ) iili N fi , , F -J-0.1 I E � A � J a L s FM� I- falpit- I - H > A 1 Imo- A Series 705W Series 705W with Tap SIZE Dimensions - Inches/millimeters AWL I Nominal In. E to E Hgt. w Ea. Actual mm A B C D E F G H J K L 0 M N P LbsJkg 21/2 3.77 9.80 1.80 3.92 - 2.88 6.97 5.45 7.02 0.97 2.31 4.50 1.44 0.60 1.03 9.1 73,0 96 249 46 100 - 73 177 138 178 25 59 114 37 15 26 4,1 3.77 9.80 1.80 3.92 - 2.88 6.97 5.45 7.02 0.97 2.31 4.50 1.50 0.60 1.03 9.1 76,1 mm 96 249 46 100 73 177 138 178 25 59 114 38 15 26 4,1 3 3.77 10.48 2.14 4.22 0.08 3.50 7.61 5.45 7.33 0.97 2.31 4.50 1.75 0.00' 0.80 9.8 88,9 96 266 54 107 2 89 193 138 186 25 59 114 45 0 20 4,4 4 4.63 11.89 2.71 5.09 0.07 6.01 9.05 5.45 8.59 0.97 2.79 4.50 2.60 0.73 1.22 15.3 I 114.3 118 302 69 129 2 153 230 138 218 25 71 114 66 19 31 6,9 5.88 12.82 3.12 5.61 0.43 6.01 9.98 5.45 8.59 0.97 3.92 4.50 - 20.0 139,7 mm 149 326 79 143 11 153 253 138 218 25 100 114 - 9,1 5 5.88 12.82 3.12 5.61 0.43 6.01 9.98 5.45 8.59 0.97 3.92 4.50 - - - 20.0 141,3 149 326 79 143 11 153 253 138 218 25 100 114 - - - 9,1 5.88 13.74 3.61 6.06 1.00 7.20 10.92 5.45 9.05 0.97 3.96 4.50 3.25 1.25 1.50 25.0 165,1 mm 149 349 92 154 25 183 277 138 230 25 101 114 83 32 38 11,3 6 5.88 13.74 3.61 6.06 1.00 7.20 10.92 5.45 9.05 0.97 3.96 4.50 3.32 1.25 1.50 25.0 163,3 149 349 92 154 25 183 277 138 230 25 101 114 84 32 38 11,3 I 8 5.33 16.92 4.88 7.94 1.27 10.20 14.06 8.28 13.30 2.05 2.66 6.00 5.10 0.18 0.91 52.0 219,1 135 430 124 202 32 259 357 210 338. 52 1 # 6.40 19.14 5.84 8.69 1.72 12.20 15.77 10.09 16.19 2.05 3.20 fiS 9.0152 0 130 5 23 23,6 80.0 273,0 163 486 148 221 44 310 400 256 411 52 81 229 - - - 36,3 12 t 6.50 21.54 7.04 10.00 2.66 14.25 18.28 10.09 17.22 2.05 3.25 9.00 - - - 102.0 - 323,9 165 547 179 254 63 362 464 256 437 52 83 229 - - - 46,3 • On centerline. 4 Contact Victaulic Company of Canada for ULC Listings. 1. To prevent rotation of valves, it is recommended that Series 705W be installed with Victaulic Style 07 Zero - Flex ", Style 005 FireLock'' or Style HP -70 Rigid Couplings. If Victaulic flexible couplings are used, additional support may be required. 2. Valve must not be installed with disc in full open position. Disc must be partly closed so that no part is protruding beyond end of valve body. 3. Victaulic grooved end butterfly valves are permitted for use with grooved end pipe (IPS) only. Not permitted for use with plain end (IPS) or grooved end cast ductile iron pipe. 4. Series 705W valves are designed for ambient weather conditions as opposed to submersible service. VICTAULIC IS AN ISO 9001 CERTIFIED COMPANY I Victaulic Company of America Victaulic Company of Canada Victaulic Europe Victaulic America Latina Victaulic Asia Pacific Phone: 1-800-PICK-VIC (1- 800 -742 -5842) Phone: 416-675-5575 Phone:32 -9- 381 -1500 Phone: 610-559-3300 Phone: 65-235-3035 Fax: 610-250-8817 Fax: 416 675 -5565 Fax: 32 -9 -380 -4438 Fax: 610 559 -3608 Fax: 65-235-0535 e- mail :pickvic@victaulic.com e-mail: viccanada @victaulic.com e-mail: viceuro @victaulic.be e-mail: vical @victaulic.com e-mail: vicap@victaulic.com 2466 Rev.B 11/01 a Registered Trademark of Victaulic o Copyright 2001 Victaulic Printed in U.S.A. • I MATERIAL SPECIFICATIONS . Body: Ductile iron conforming Disc Coating: 61 for cold +86 °F ( +30 °C) and Bracket: Carbon steel, painted to ASTM A -395, grade 65- 45 -15, ❑ Grade "E" EPDM hot +180 °F ( +82 °C) potable Actuator: I and ASTM A -536, grade 65 -45- EPDM (Green color code). water service. NOT RECOM- ❑ 2% - 6" (73,0 - 168,3 mm): 12, coated with polyphenylene Temperature range -30 °F to MENDED FOR PETROLEUM Bronze traveling nut on a steel sulfide blend. +230 °F ( -34 °C to +110°C), SERVICES. lead screw, in a steel housing. Disc: Ductile iron conforming to Recommended for cold and Stem Bearings: Teflon impreg- ❑ 8 - 12" (219,1 - 323,9 mm): I ASTM A -395, grade 65- 45 -15, hot water service within the nated fiberglass with stainless Steel worm and cast iron quad - and ASTM A -536, grade 65 -45- specified temperature range steel backing. rant gear, in a cast iron housing. 12, EPDM coating plus a variety of dilute acids, Stem Bearing Nuts: Carbon oil-free air and many chemi- steel, nickel plated cal services. UL classified in I accordance with ANSI/NSF Tap Plug: Carbon steel, plated. PERFORMANCE ' The chart expresses the C Values Formulas for C Values: frictional resistance of C values for flow of water at _ Q2 Where: I Victaulic Series 705W in +60 °F ( +16 °C) with a fully open C 22 Q = Flow (GPM) equivalent feet/meters of valve are shown in the table straight pipe. below. OP = Pressure Drop (PSI) Q =Cvx I SIZE SIZE For additional details contact C = Flow Coefficient Nom. Equiv. Nom. Equiv. Victaulic. In. Feet/m I Feetm Actual of Actual of SIZE SIZE SIZE mm Pipe mm Pipe Nominal inches C„ Nominal inches C, Nominal Inches C„ I 21/2 5 8 Actual mm (Full Open) Actual mm (Full Open) Actual mm (Full Open) 73 n 6 165,1 t 21/2 5 6 8 3.0 325 139,7 mm 1150 21 1 3400 76,1 t 1.6 168, 2,5 3 5 8 11 76,1 mm 325 5 1 150 7 , I la t,� �;,; �i 5750 66,9 1,6 219,1 3,4 4 12 10 12 8, 482 165,1 mm 1850 12 ] 9 8300 114,3 3,7 27:;,0 3.7 -- 4 139,7 # 12 12 14 1;,, 600 1, ,6•, ,3 1850 ; ? _23,9 9,3 I 5 12 I41,, 3. f millimeters I SWITCH AND WIRING Supervisory Switch flexibility to operate two ULUSTED Actuator Repair electrical devices at Se JUNCTION BOX - 2'/z - 12" (73,0 - 323,9 mm) e sepa- • In the unlikely event of an actua- rate locations such as an coaoui sizes: Series 705W PW - Two, tor failure, complete i I I - oure, com ete actuaton single pole, double throw, pre- indicating light and an L :Qtv. _ p g p p a -- .. r replacement is required. wired switches. audible alarm in the area �l - at the valve installation ■ ■ =h' "�r ALL REPL ACEMENT PARTS Switches are rated 10A @ 125 or dpi CONDUI CONNECTORS � MUST BE OBTAINED FROM 250 VAC 60 Hz and 0.25A @ 250 Switch #1 51 THE MANUFACTURER TO VDC, 0.50A @ 125 VDC Switch #2 S2 WIRE NUTS ASSURE PROPER OPERATION I Normally Closed: (2) Blue OF THE VALVE. S1 { Normally Open: (2) Brow F^ ICATOR Supervisory Switch Common: (2) Yellow ® Wiring Normally Closed: a A. Pre -wired Switches Blue with Stripe ,„ TO • ■ ■ ■ _ (1 Switches Supervise Open S2 Normally Open: M.,,. ,,,,,, a= MI M Valve Brown with Stripe (2) One switch has two #18 Common: ' MTW wires per terminal. Yellow with Stripe NOTE: Co nnecting to Common r eermipels p (Yellow Si and Yellow with Orange Stripe - Permits complete supervi- (3) A ground lead, # 14MTW is S2), and Normally Closed Terminals (Blue Si sion of leads (see dia- provided (green) and Blue with Orange Stripe - S2); e.g., indi- cator light and alarm stays on until valve is - grams below). Second fully opened; then indicator light and alarm i switch has one # 18MTW go out. wire per terminal. This Cap off unused wire, e.g., Brown and Bro p with Orange Stripe. double circuit provides This product shall be manufactured by Victaulic Company. All products shall be installed in accordance with current Victaulic installation /assembly instructions. I Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations, 10.18 - 2 MODEL 1000 300 PSI 1 1> TIESTAraDRAIN. I . 3/4" 1" 1 1 14" 1 1/2" 2" I PLAN VIEW FRONT VIEW/VERTICAL INSTALLATION r -- A i 1 FROM BRANCH GAUGE INLET B � . o � /� J ^ PROVIDED TO DRAIN ! $/4 . � ', STREET EL moo I FRONT VIEW /HORIZONTAL INSTALLATION 1� MI TO DRAIN STREET EL /� 1 I 41-- E .- I OR PIPE 1 I leer TO DRAIN 1 I I , O - RIGHT HAND /STRAIGHT INSTALLATION f- H I . - ell TO DRAIN I ! c' "' - APPROVALS: G I 1 �."- U UL and ULC Listed - U FM Approved except 3/4" ORIFICE SIZE U NYC -BSA NO. 720-87-SM I AVAILABLE - 3/8, 7/16, 1/2, 17/32, ELO(5 /8)', ESFR(3 /4)* U CA. State Fire Marshall DIMENSIONS - INCHES I SIZE A B C D E F G H 3/4'" 5 1/ 16 ' 1 1 /2 " 2 3 /16 ' 3 5 /8 " 3 3 /8 " 1 13 /1x " 4 9 /16" 6 3 /8 " MATERIAL LIST 128mm 37.58mm 55.65mm 83.23mm 85.88mm 453 117.12mm 162.42mm 1 " 5 1 /16' 1 1 /2" 2 3 /16" 3 5 /6 ' 3 3 /8" 1 13 66" 4 9 /16" 6 3 /8" PART: MATERIAL: 128mm 37.58mm 55.65mm 93.23mm 85.88mm 45.30mm 117.12mm 162.42mm 1 1 /4" 1 12.70 65.36mm 108.36mm 82.84mm 501 1x 391mm 182.28mm STEM ROD BRASS 1 1 / r� 6'/16' 15.1530M/ x 3 1 /a 5 1 /16 ' 3 7 /s 2 5 /6 ' 8 1 /a 10 7/8 BALL C.P. BRONZE 2 163.38mm m ' 81.50mm 127mm 99.18mm 66.97mm 206.63mm M. 8 m BODY BRONZE �� �� 1 /4" 1/16" �� �� " " �� VALVE SEAT IMPREGNATED TEFLON 2" 6 7 /16 1 13 /16 " 3 1 /a 5 / 1s 3 7 / 8 2 5 '8 8 1 /a 1 0 7 /8 INDICATOR PLATE STEEL 163.38mm 45.50mm 81.50mm 127mm 99.18mm 66.97mm 206.63mm 273.60mm HANDLE LOCK SPRING STEEL Available on 1 1/4 to 2" size units only. * *3/4" UL Listed only. R,R � �� emu 2" ELO /ESFR IS UL LISTED B FM APPROVED x AND OTHER P PEND�NG 11 /4 "ELO /ESFR ISM t.ISTED UL LISTING EX4019 I AGF MANUFACTURING INC. JOB NAME: 100 Quaker Lane Malvern, PA 19355 USA y 1 ARCHITECT: I Telephone: (610) 240 -4900 ENGINEER: Fax: (610) 240 -4906 www.testandrain.com MADE IN U.S.A. CONTRACTOR: C) to 0 0 4 NM • MO NM NM N NM NM MI NM NM IINII MI N MI M N I 4 I . , oo I P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 1 300 I RING HANGER I I i i \\\ 1 2 ( , / I I / I IMPERIAL MAX REC. METRIC* 1 thru 4 inch pipe 1/2 and 3/4 Inch pipe PIPE ROD LOAD LBS. PIPE ROD LISTED FOR STEEUCPVC 5 thru 8 inch pipe 1/2 3/8 400 10 I 3/4 3/8 400 20 10 1 3/8 400 25 10 11/4 3/8 400 32 10 1 11/2 3/8 400 40 10 2 3/8 400 50 10 SIZE - 1/2 thru 8 inch pipe. 21/2 3/8 600 65 1 0 I MATERIAL - Carbon Steel, Mil. Galvanized to G -90 spec. 3 3/8 600 80 10 LISTING /APPROVAL - 31/2 3/8 600 10 °Ous 203 -EX 2551 1000 4 3/8 100 10 <> Approval guide - Pipe Hangers I OSHPD OPA-0601 See Website. 5 1/2 1250 125 12 CONFORMS WITH: Federal Specification WW -H -171 (Type 10, 6 1/2 1250 150 12 Manufacturers Standardization Society ANSI /MSS -SP -58 (Type 10). 8 1/2 1250 200 12 MAXIMUM TEMPERATURE - 650 °F. • Order Part #300m I FUNCTION - Pipe hanger component for use on steel, CPVC or Note: I /2" Ring Hanger not <FM> approved copper piping. INSTALLATION - Per NFPA -13, 13R, 13D and I CPVC manufacturers instructions. SPECIAL NOTE: When installing on CPVC sprinkler system pipe: Verify that all assembly components are cleaned of any surface oil. PIPE A B FEATURES - Iiiiii 1 1.8793 2.5259 I * Sized and listed exclusively for use with #310 Surge Restrainer. _ 11/4 2.1382 2.7850 * Band edQe is offset for EASY i e insertion. 1 1/2 22673 29140 p P P B 2 2.6048 3.2516 * Custom fit swivel nut for better retention in ring body. A 21.2 3.4920 4.1150 * Full length knurl on swivel nut for better grip. 3 3.7845 4 I ORDERING - Part #, pipe size. + 4 4.3582 4.9992 r/ 6 6.0668 6.8180 4V. ,. 8 7.5768 8.3280 6/07 Mechanical Anchoring Systems : 4 4.3.4 Kwik Bolt TZ Expansion Anchor 4.3.4.1 Product Description 4.3.4.1 Kwik Bolt TZ Product Description I 4.3.4.2 Material Specifications The Kwik Bolt TZ (KB -TZ) is a torque Product Features 4.3.4.3 Technical Data controlled expansion anchor which is • Product and length identification I 4.3.4.4 Installation Instructions 4.3.4.5 Ordering Information especially suited to seismic and cracked marks facilitate quality control after concrete applications. This anchor line installation. is available in carbon steel with zinc • Through fixture installation and I 4.3.4.6 Sample Calculation electroplated coating and 304 stainless variable thread lengths improve steel versions. The anchor diameters productivity and accommodate range from 3/8 to 3/4 inch in a variety of various base plate thicknesses. lengths. Applicable base materials vide superior performance in • 316 Stainless Steel wedges pro- I include normal weight concrete, cracked concrete. Impact Section structural lightweight concrete, and (Dog Point) • Ridges on expansion wedges I lightweight concrete over metal deck. Guide Specifications provide increased reliability. • Mechanical expansion allows immediate load application. Nut - — Torque controlled expansion anchors shall be Kwik Bolt TZ KB- supplied • Raised impact section (dog point) Washer — ( m pp prevents thread damage during by Hilti meeting the description in installation. Red Federal Specification A -A 1923A, Type • Bolt meets ductility requirements t Setting — 4. The anchor bears a length of ACI 318 05 Section Dl. Mark. identification mark embossed into the Installation • i mpact section (dog point) of the anchor I Anchor — Drill hole in base material to the Thread surroun by four embossed notches identifying the anchor as a Hilti Kwik appropriate depth using a Hilti carbide Bolt TZ in the installed condition. tipped drill bit. Drive the anchor into the I Anchors are manufactured to meet one of the following conditions: hole using a hammer. A minimum of four threads must be below the fastening Anchor _ surface prior to applying installation Body The carbon steel anchor body, nut, torque. Tighten the nut to the I and washer have an electroplated zinc coating conforming to ASTM recommended installation torque. B 633 to a minimum thickness of 5 Stainless pm. The stainless steel expansion Steels sleeve conforms to AISI 316. Expansion • Stainless steel anchor body, nut Sleeve — and washer conform to AISI 304. (Wedges) ' Stainless steel expansion sleeve conforms to AISI 316. Expansion Cone Supplemental Design Provisions for ACI 318 -05 Appendix D I Listings /Approvals Design strengths are determined in accordance with ACI 318 -05 Appendix D and ICC -ES (International Code Council) ICC Evaluation Service ESR -1917 Hilti Kwik Bolt TZ Carbon and Stainless Steel ESR -1917 Anchors in Concrete. The relevant design parameters are reiterated in Tables 1, 2, FM (Factory Mutual) and 3 of this document. Supplemental provisions required for the design of the Pipe Hanger Components for Automatic KB -TZ are enumerated in Section 4.0 of ESR -1917 (DESIGN AND INSTALLATION). Sprinkler Systems (3/8" - 3/4 ") UL (Underwriters Laboratories) Note that these design parameters are supplemental to the design provisions I Pipe Hanger Equipment for Fire of ACI 318 -05. Protection Services (3/8" - 3/4 ") I n1n ua.: I..,. n 101 , onn o onnn i .._._...... Wt. _...., I ,.,. - I 1 onn 070_ I ulN; rr.n..h1 r,.... Innn_vaz -AAca I ......... half nn... I D,.-1,, T ..h,,,,..,1 n,.;.In onna Mechanical Anchoring Systems Kwik Bolt TZ Expansion Anchor 4.3.4 I 4.3.4.2 Material Specifications Carbon steel with electroplated zinc • Carbon steel KB -TZ anchors have the following minimum bolt fracture loads' Anchor Shear Tension Diameter (in.) (Ib) (Ib) 3/8 NA 6744 1/2 7419 11240 5/8 11465 17535 3/4 17535 25853 • Carbon steel anchor components plated in accordance with ASTM B 633 to a minimum thickness of 5pm. • Nuts conform to the requirements of ASTM A 563, Grade A, Hex. • Washers meet the requirements of ASTM F 844. • Expansion sleeves (wedges) are manufactured from AISI 316 stainless steel. Stainless steel • Stainless steel KB -TZ anchors are made of AISI 304 material and have the following minimum bolt fracture loads' i Anchor Shear Tension Diameter (in.) (Ib) (Ib) 3/8 5058 6519 1/2 8543 12364 5/8 13938 19109 • 3/4 22481 24729 • Nuts meet the dimensional requirements of ASTM F 594. • Washers meet the dimensional requirements of ANSI B18.22.1, Type A, plain. • Expansion Sleeve are made from AISI 316. • All nuts and washers are made from AISI 304 stainless steel. 1 Bolt fracture loads are determined by testing in jig as part of product QC. These loads are not intended for design purposes. See Tables 2 and 3. ' I I 1 1 1 Nilti Inr !I ICI 1 _ann_a7o_annn . _ ... ........ ... .. ' 4 Mechanical Anchoring Systems 4.3.4 Kwik Bolt TZ Expansion p ion Anchor 4.3.4.3 Technical Data 1 Table 1 — Kwik Bolt TZ Specification Table SETTING Symbol Units Nominal anchor diameter (in.) I INFORMATION 3/8 1/2 5/8 3/4 Anchor O.D. do in. 0.375 0.5 0.625 0.75 (mm) (9.5) (12.7) (15.9) (19.1) 1 Nominal bit diameter dblt in. 3/8 1/2 5/8 3/4 Effective min, in. 2 2 3 -1/4 3 -1/8 4 3 -3/4 4 -3/4 I embedment hef (mm) (51) (51) (83) (79) (102) (95) (121) Min. hole depth no in. 2-5/8 2-5/8 4 3-3/4 4-3/4 4-5/8 5 3/4 (mm) (67) (67) (102) (95) (121) (117) (146) Min. thickness of in. 1/4 3/4 1/4 3/8 3/4 1/8 1 -5/8 I fixtures tmin (mm) (6) (19) (6) (9) (19) (3) (41) Max. thickness of in. 2-1/4 4 2-3/4 5-5/8 4-3/4 4-5/8 3 -5/8 fixture rmax (mm) (57) (101) (70) (143) (121) (117) (92) 1 Installation torque T ft-lb 25 40 60 110 Inst (Nm) (34) (54) (81) (149) Min. dia. of hole in. 7/16 9/16 11/16 13/16 do in fixture I (mm) (11.1) (14.3) (17.5) (20.6) Available anchor in. 3 3 -3/4 5 3 -3/4 4 -1/2 5 -1/2 7 4 -3/4 6 8 -1/2 10 5 -1/2 8 10 lengths a ancn (mm) (76) (95) (127) (95) (114) (140) (178) (121) (152) (216) (254) (140) (203) (254) I Threaded length in. 7/8 1 -5/8 2 -7/8 1 -5/8 2 -3/8 3 -3/8 4 -7/8 1 -1/2 2 -3/4 5 -1/4 6 -3/4 1 -1/2 4 6 including dog point a thread (mm) (22) (41) (73) (41) (60) (86) (178) (38) (70) (133) (171) (38) (102) (152) Unthreaded length eunthr in. 2-1/8 2-1/8 3-1/4 4 (mm (54) (54) 2 -3/8 (83) (102) Installation in. 21/4 3 -5/8 3 -5/8 4 -1/2 4 -3/8 5 -3/8 embedment hnbm (mm) (57) (60) (92) (92) (114) (111) (137) I 1 The minimum thickness of the fastened part is based on use of the anchor at minimum embedment and is controlled by the length of thread. If a thinner fastening thickness is required, increase the anchor embedment to suit. I Figure 1 — Kwik Bolt TZ installed 11111 €thread dh tPF =---.-- A €anch 1, �' • . el i if ♦ I $ het hnom ho unthr J r do INIII 1 A_ 1 ,_ 1 II I 214 Hilti_ Inn It 1.41 R00 - R70 - Rana I www_ hilti_rrm I en esnanol 1 -600 -879 -5000 I Hilti /Canada) Corn. 1 -800- 363 -4458 I www.ca.hilti.com I Product Technical Guide 2006 Mechanical Anchoring Systems Kwik Bolt TZ Expansion Anchor 4.3.4 I Table 2 - Carbon Steel Kwik Bolt TZ Design Information DESIGN Symbol Units Nominal anchor diameter I INFORMATION 3/8 1/2 5/8 3/4 Anchor O.D. do in. 0.375 0.5 0.625 0.75 (mm) (9.5) (12.7) (15.9) (19.1) Effective min. in. 2 2 3 -1/4 3 -1/8 4 3 -3/4 4 -3/4 embedmentt he (mm) (51) (51) (83 (79) (102) (95) (121) Min. member thickness hmin in. 4 5 4 6 6 8 5 6 8 6 8 8 (mm) (102) (127) (102) (152) (152) ,203) (127) (152) (203) (152) (203) (203) Critical edge distance Cac in. 4 -3/8 4 5 -1/2 4 -1/2 7 -1/2 6 6 -1/2 8 -3/4 6 -3/4 10 8 9 (mm) (111) (102) (140) (114) (191) (152) (165) (222) (171) (254) (203) (229) in. 2 -1/2 2 -3/4 2 -3/8 3 -5/8 3 -1/4 4 -3/4 4 -1/8 Ca, min (mm) (64) (70) (60) (92) (83) (121) (105) Min. edge distance for s> in. 5 -8/4 5-3/4 1/ 5-7/$ 10-1/2 (mm) (127) (146) (146) (156) (149) (26) $M 257/ � I Smin in. 2 -1/2 2 -3/4 2 -3/8 3 -1/2 3 5 4 Min. anchor spacing (mm) (64) (70) (60) (89) (76) (127) (102) for c ? in. 3 -5/8 4 -1/8 3 -1/2 4 -3/4 4 -1/4 9-1/2 7 -3/4 (mm) (92) (105) (89) (121) (108) (241) (197) Min. hole depth h in. 2 -5/8 2 -5/8 4 3 -7/8 3 -3/4 4 -5/8 5 -3/4 in concrete ° (mm) (67) (67) (102) (98) (95) (117) (146) Min. specified lb/in2 100000 84800 84800 84800 yield strength f (N/mm2) (690) (585) (585) (585) I Min. specified lb /in2 125000 106000 106000 106000 ult. strength f ° (Wmm (862) (731) (731) (731) Effective tensile in2 0.052 0.101 0.162 0.237 stress area As e (mm2) (33.6) (65.0) (104.6) (152.8) I Steel strength N� lb 6500 10705 17170 25120 in tension (kN) (28.9) (47.6) (76.4) (111.8) . Steel strength lb 3595 6405 10555 15930 A in shear (kN) (16.0) (28.5) (47.0) (70.9) 1 Steel strength in lb 2255 6405 10555 14245 shear, seismic Vs,seis (kN) (10.0) (28.5) (47.0) (63.4 Steel strength in shear, lb 2130 3000 4945 4600 6040 (63.4) concrete on metal deck2 Vs,deck (kN) (9.5) (13.3) (22) (20.5) (26.9) NP I Pullout strength lb 2515 5,515 9,145 8,280 10,680 NA uncracked concrete p,uncr (kN) (11.2) NA (24.5) (40.7) (36.8) (47.5) N Pullout strength lb 2270 4,915 cracked concrete 3 N P , cr (kN) (10.1) NA (21.9) NA NA Pullout strength concrete lb 1460 1460 2620 2000 4645 on metal deck4 Np,deck,cr (kN) (6.5) (6.5) (11.7) (8.9) (20.7) NP Anchor category 5 1 Effectiveness factor k ocr uncracked concrete 24 I Effectiveness factor kcr cracked concretes 17 'yc,N = kuncr /kcr 1.41 Strength reduction factor ( for tension, I 0.75 steel failure modes 8 Strength reduction factor 4) for shear, steel 0.65 failure modes 8 Strength reduction factor 4) for tension, concrete 0.65 failure modes, Condition B9 Strength reduction factor (I) for shear, concrete 0.70 failure modes - 1 1 See Fig. 1. are for cracked concrete. Values are 8 The KB -TZ is a ductile steel element pryout strength governs. For cases 2 NP (not permitted) denotes that the applicable to both static and seismic as defined by ACI 318 D.1. where the presence of supplemen- condition is not supported. load combinations. 9 For use with the load combinations tary reinforcement can be verified, 3 NA (not applicable) denotes that this 5 See ACI 318 D.4.4. of ACI 318 9.2. Condition B applies the strength reduction factors value does not control for design. 6 See ACI 318 D.5.2.2. where supplementary reinforcement associated with Condition A may 4 NP (not permitted) denotes that the 7 See ACI 318 D.5.2.6. in conformance with ACI 318 D.4.4 be used. condition is not supported. Values is not provided, or where pullout or I I Mechanical Anchoring Systems LAN I 4.3.4 Kwik Bolt TZ Expansion Anchor Table 3 - Stainless Steel Kwik Bolt TZ Design Information I DESIGN Symbol Units Nominal anchor diameter INFORMATION 3/8 1/2 5/8 3/4 I Anchor O.D. do in. 0.375 0.5 0.625 0.75 (mm) (9.5) (12. ( 15.9) (19.1) Effective min. in. 2 2 3-1/4 3-1/8 4 3 -3/4 4 -3/4 embedment) he (mm) (51) (51) (83) (79) (100) (95) (121) I Min. member thickness hmin in. 4 5 4 6 6 8 5 6 6 8 (mm) (102) (127) (102) (152) (152) (203) (127) (152) (152) (203) Critical edge distance Cac in. 4-3/8 3-7/8 5-1/2 4-1/2 7-1/2 6 7 8-7/8 6 10 7 9 (mm) (111) (98) (140) (114) (191) (152) (178) (225) (152) (254) (178) (229) in. 2 -1/2 2 -7/8 2 -1/8 3 -1/4 2 -3/8 4 -1/4 4 I Ca,min (mm) (64) (73) (54) (83) (60) (108) (102) 8 -1/2 Min, edge distance in. 5 5-3/4 5 -1/4 1/ 5-1/2 10 for . (mm) (127) (146) (133) (140) (140) (254) (216) in. 2 -1/4 2 -7/8 2 2 -3/4 2 -3/8 5 4 Smin (mm) (57) (73) (51) (70) (60) (127) (102) 7 Min. anchor spacing in. 312 4-1/2 314 41/ 4-1/4 9-1/2 c ? (mm) (89) (114) (83) (105) (108) (241 (178) Min. hole depth in. 2 -5/8 2 -5/8 4 3 -3/4 4 -3/4 4 -5/8 5 -3/4 I in concrete a (mm) (67) (67) (102) (95) (121) (117) (146) Min. specified IbTin2 92000 92000 92000 76125 yield strength f y ( Wmm 2 ) (634) (634) (634) (525) Min. specified lb /in 115000 115000 115000 101500 I ult. strength fu (Wmm2) (793) (793) (793) (700) Effective tensile in 0.052 0.101 0.162 0.237 stress area Ase (mm (33.6) (65.0) (104.6) (152.8) Steel strength lb 5980 11615 18630 24055 in tension Nsa OA (26.6) (51.7) (82.9) (107.0) Steel strength lb 4870 6880 11835 20050 in shear Vs (kN) (21.7) (30.6) (52.7) (89.2) Steel strength in tension, N�;s lb NA 2,735 NA NA NA I seismic2 Steel strength in shear, lb 2825 6880 11835 14615 seismic Vseis (kN) (12.6) (30.6) (52.6 (65.0) Pullout strength lb 2630 NA 5760 NA NA 12040 uncracked concrete N p, u ncr (kN) (11.7) (25.6) (53.6) I Pullout strength cracked N lb 2340 3180 NA 5840 8110 NA concrete 2 pp (kN) (10.4) (14.1) (26.0) (36.1) Anchor category 3 1 I Effectiveness factor kuncr uncracked concrete 24 Effectiveness factor k cracked concrete 17 24 17 17 17 24 17 'I`c,N = kuncr/kcr 1.41 1.00 1.41 1.41 1.41 1.00 1.41 I Strength reduction factor for tension, steel 0.75 failure modes 6 Strength reduction factor for shear, steel 0.65 failure modes 6 I Strength reduction factor 43 for tension, concrete failure modes, Condition B 7 0.65 Strength reduction factor for shear, 0.70 concrete failure modes I 1 See Fig. 1. 6 The KB -TZ is a ductile steel element pryout strength governs. For cases 2 NA (not applicable) denotes that this as defined by ACI 318 D.1. where the presence of supplemen- value does not control for design. 7 For use with the load combinations tary reinforcement can be verified, 3 See ACI 318 D.4.4. of ACI applies B the strength reduction factors asso- supplementary suppllemem entary reinforr cement pp Iles dated with Condition A may be 4 See ACI 318 D.5.2.2. in conformance with ACI 318 D.4.4 used. " 5 See ACI 318 D.5.2.6. is not provided, or where pullout or r I 216 HMI, Inc. (US) 1-800-879-8000 I www.us.hilti.com I en esparlol 1- 800 - 879 -5000 I Hlfti (Canada) Corp. 1- 800 -363 -4458 I www.ca.hilti.com I Product Technical Guide 2006 ~_` Y "{ •- ' Mechanical Anchoring Systems Kwik Bolt TZ Expansion Anchor 4.3.4 I Figure 2 — Interpolation of Minimum Edge Distance and Anchor Spacing Sdesign Cnesign 1- 'I MR MR min 111,1 1111 _ _ Ca, min at s> l J% A - lba -wo- = S -mow- -74'4111. a I I� a 1 1 �',• 11 . ■ ' la - MB / Sdesign S at c> . _ min .� :. . o l t ... . r� : i H l .. "�� h 2 hmin I „ ...,1.1.41 -01,e0.• �_ , • s - pg.., ►.' . �; cdesign edge distance c I 6 • � '�• •. .. it . di 1Nt.et, 9 101).•,.." i 0 /1 . I9 ti 1a • C,` � •' `Isl- A. . �I►� I „ ' •' : iii Table 4 — Mean Axial Stiffness Values (1000 lb /in.) for Kwik Bolt TZ Carbon I and Stainless Steel Anchors in Normal- Weight Concretes Concrete condition carbon steel KB -TZ, all diameters stainless steel KB -TZ, all diameters I uncracked concrete 700 120 ' cracked concrete 500 90 I 1 Mean values shown. Actual stiffness may vary considerably depending on concrete strength, loading and geometry of application. I Figure 3 — Installation in Concrete over Metal Deck Floor Min. 5/8" Typical .... 7 w.‘— ' o • O. • • f 1: T ,. . .7 . •: Min. 3000 psi Normal or Sand i': - � �;� : ; � s • co. • di • • -• 1 ••• ow' • a, • • ! Lightweight Concrete • s 1 . •gb ¢ c i .S •• • •11:12.0 • lLSl * t' a • . . . •111. I•.. R� • • .,••• •.w 0 •• w •i ,.1I • •i:• •• +4 • .•w • .. _• , ;a1 •rll•, t =1 .4.i � r. 1r• ±. / iV a • ! 1•e�•� • a te ��� i. # ��� •.,, N, .�� a•e ,ni... zo a • 0. • -.� �1 •.. i -.1; Uppe i0. - .�•tl+.y .11.8. + �� % • . Flute �� % f o ►' I I •••• 0• • +r ' � (Valley) ��; Minimum I . - • e. No. 20 Gauge Min. 4 1/2 "_ snf I Min. 4 -1/2" Steel Deck • I I I Lower I Flute - u Max. 1" Offset Typical (Ridge) r I Hilti. Inc. (US) 1-800- 879 -8000 I www.us_hif.com I en esna8ol 1- 800 -879 -5000 I Ftilri ((:anarial (`.nn I - Ann- RR!1_M R I ..,..n.,.,• hilfI ..... 1 D-.,4. .... T ..1...:....1 /±. ,:.L. nnnc n47 I . Mechanical Anchoring Systems I 4.3.4 Kwik Bolt TZ Expansion Anchor Allowable Stress Design I Design values for use with allowable stress design (working stress design) shall be established as follows: Rauow,aso= «d ' I where Rd = 4) Rk represents the limiting design strength in tension (4) NO or shear ((fi V„) as calculated according to ACI 318 D.4.1.1 and D.4.1.2 I Table 5 — The value of a shall be taken as follows: Reference for strength a reduction factors including seismic excluding seismic I ACI 318 D.4.4 1.1 1.4 ACI 318 D.4.5 1.2 1.55 I Table 6 - Kwik Bolt TZ Carbon and Stainless Steel Allowable Static Tension (ASD), Normal- Weight Untracked Concrete, Condition B (lb) Concrete Compressive Strength I Nominal Embedment _ f'c= 2500 psi f'c= 3000 psi f'c= 4000 psi f'c= 6000 psi Anchor Depth h Carbon Stainless Carbon Stainless Carbon Stainless Carbon Stainless Diameter (in.) Steel Steel Steel Steel Steel Steel Steel Steel 3/8 2 1168 1221 1279 1338 1477 1545 1809 1892 I 1/2 2 1576 1576 1726 1726 1993 1993 2441 2441 3 -1/4 2561 2674 2805 2930 3239 3383 3967 4143 5/8 3 -1/8 3078 3078 3372 3372 3893 3893 4768 4768 4 4246 4457 4651 4883 5371 5638 6578 6905 I 3/4 3-3/4 3844 4046 4211 4432 4863 5118 5956 6268 4-3/4 4959 5590 5432 6124 6272 7071 7682 8660 1 Values are for single anchors with no edge distance or spacing reduction. For other cases, calculation of Rd as per ACI 318 -05 and conversion to ASD in accordance with Table 5. I 2 Values are for normal weight concrete. For sand - lightweight concrete, multiply values by 0.85. For all - lightweight concrete, multiply values by 0.75. See ACI 318 -05 D.3.4. 3 Condition B applies where supplementary reinforcement in conformance with ACI 318 -05 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. 4 Allowable static tension loads for 2,500 psi are calculated by multiplying the concrete breakout strength Nb by the strength reduction 4) factor of 0.65 and dividing by an a of 1.4 I according to ICC ESR -1917 Section 4.2. Nb is calculated as per ACI 318 -05 D.5.2.2. This load may be adjusted for other concrete strengths according to ICC ESR -1917 Section 4.1.3 by using the following equation. NW 'c = Nb f'c I 2500 Table 7 - Kwik Bolt TZ Carbon and Stainless Steel Allowable Static Tension (ASD), Normal- Weight Cracked Concrete, Condition B (Ib) Concrete Compressive Strength Nominal Embedment f 'c= 2500 psi f'c= 3000 psi f'c= 4000 psi f'c= 6000 psi Anchor Depth h Carbon Stainless Carbon Stainless Carbon Stainless Carbon Stainless I Diameter (in.) Steel Steel Steel Steel Steel Steel Steel Steel 3/8 2 1054 1086 1155 1190 1333 1374 1633 1683 1/2 2 1116 1476 1223 1617 1412 1868 1729 2287 3 -1/4 2282 2312 2500 2533 2886 2925 3535 3582 I 5/8 3 - 1/8 2180 2180 2388 2388 2758 2758 3377 3377 4 3157 2711 3458 2970 3994 3430 4891 4201 3/4 3 2866 3765 3139 4125 3625 4763 4440 5833 4 4085 4085 4475 4475 5168 5168 6329 6329 I 1 Values are for single anchors with no edge distance or spacing reduction. For other cases, calculation of Rd as per ACI 318 -05 and conversion to ASD in accordance with Table 5. 2 Values are for normal weight concrete. For sand - lightweight concrete, multiply values by 0.85. For all - lightweight concrete, multiply values by 0.75. See ACI 318 -05 D.3.4. 3 Condition B applies where supplementary reinforcement in conformance with ACI 318 -05 D.4.4 is not provided, or where pullout or pryout strength governs. For cases where the I presence of supplementary reinforcement can be verified, the strength reduction factors associated with Condition A may be used. 4 Allowable static tension loads are calculated by multiplying the pullout strength N by the strength reduction 4) factor of 0.65 and dividing by an a of 1.4 according to ICC ESR - 1917 Section 4.2. See Table 2 for N This load may be adjusted for other concrete strengths according to ICC ESR -1917 Section 4.1.3 by using the following equation. f'c I Np A ft = NAcr 2500 218 Hilti, Inc. (US) 1-800-879-8000 I www.us.hilti.com I en espaflol 1-800 -879 -5000 I Hilti (Canada) Corp. 1- 800 - 363 -4458 I www.ca.hilti.com I Product Technical Guide 2006 I ' - Mechanical Anchoring Systems Kwik Bolt TZ Expansion Anchor 4.3.4, Table 8 - Kwik Bolt TZ Carbon and Stainless Steel Allowable Static Shear (ASD), Steel (Ib) I Nominal Allowable Steel Capacity, Static Shear Anchor Diameter Carbon Steel Stainless Steel I 3/8 1669 2661 1/2 2974 3194 5/8 4901 5495 I 3/4 7396 9309 1 Values are for single anchors with no edge distance or spacing reduction due to concrete failure. 2 Allowable static shear loads are calculated by multiplying V by the I strength reduction 4) factor of 0.65 and dividing by an a of 1.4 according to ICC ESR -1917 Section 4.2. See Table 2 for V . Table 9 - Kwik Bolt TZ Carbon and Stainless Steel Allowable Seismic Tension (ASD), I Normal- Weight Cracked Concrete, Condition B (Ib) 1,2,3,4 Concrete Compressive Strength Nominal Embedment f' 2500 psi f'c= 3000 psi f'c= 4000 psi f'c= 6000 psi Anchor Depth hef Carbon Stainless Carbon Stainless Carbon Stainless Carbon Stainless Diameter On.) Steel Steel Steel Steel Steel Steel Steel Steel 3/8 2 1006 1037 1102 1136 1273 1312 1559 1607 I 1/2 2 1065 1212 1167 1328 1348 1533 1651 1878 3 -1/4 2178 2207 2386 2418 2755 2792 3375 3419 5/8 3 -1/8 2081 2081 2280 2280 2632 2632 3224 3224 - 4 3014 2588 3301 2835 3812 3274 4669 4010 3/4 3-3/4 2736 3594 2997 3937 3460 4546 4238 5568 4 -3/4 3900 3900 4272 4272 4933 4933 6042 6042 1 Values are for single anchors with no edge distance or spacing reduction. For other cases, calculation of R as per ACI 318 -05 and conversion to ASD in accordance with Table 5. 2 Values are for normal weight concrete. For sand - lightweight concrete, multiply values by 0.85. For all - lightweight concrete, multiply values by 0.75. See ACI 318 -05 D.3.4. 3 Condition B applies where supplementary reinforcement in conformance with ACI 318 -05 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. 4 Allowable seismic tension loads are calculated by multiplying the pullout strength N by the strength reduction 4) factor of 0.65, then multiplying by a 0.75 factor describe in ACI 318 -05 D.3.3.3, and dividing by an a of 1.1 according to ICC ESR -1917 Section 4.2. See Table 2 for N This load may be adjusted for other concrete strengths according to ICC ESR -1917 Section 4.1.3 by using the following equation. f'c Np,cr,f'c = N 250 I Table 10 - Kwik Bolt TZ Carbon and Stainless Steel Allowable Seismic Shear (ASD), Steel (Ib) ' Nominal Allowable Steel Capacity, Seismic Shear Anchor Diameter Carbon Steel Stainless Steel I 3/8 999 1252 1/2 2839 3049 5/8 4678 5245 3/4 6313 6477 1 Values are for single anchors with no edge distance or spacing reduction due to concrete failure. 2 Allowable seismic shear loads are calculated by multiplying Vs sees by the ' st reduction 4) factor of 0.65, then multiply by 0.75 as per ACI 318- 05 D.3.3.3, and dividing by an a of 1.1 according to ICC ESR -1917 Section 4.2. See Table 2 for Vs seis • 1 I Hilti. Inc. (t1S1 1 -ROO- 879 -Rnnn I wwYV us.hiiti.com I en esnaffnl 1- Rrin -R79 -Senn I Hiltl !Canada) Cnm_ 1 -R l .a A -44F,R I www_rst hihi_ I Prnri„nr T hn,'aI al Ma 9nna 910 Mechanical Anchoring Systems `. * R- 4.3.4 Kwik Bolt TZ Expansion Anchor Table 11 - Kwik Bolt TZ Carbon Steel Allowable Tension and Shear Loads (ASD), I Installed into the Underside of a Lightweight Concrete over Metal Deck Slab Nominal Embedment Tension Tension Shear Shear Anchor Depth h Seismic non - Seismic Seismic non - Seismic I Diameter (in.) (Ib) (Ib) (lb) 944 (lb)5 3/8 2 709 743 989 1/2 2 709 743 1330 1393 1/2 3 -1/4 1272 1333 2192 2296 I 5/8 3 -1/8 971 1017 2039 2136 5/8 4 2255 2362 2677 2804 1 Pullout strength values Np,deck are for anchors installed in lightweight concrete having a minimum 2,500 psi compressive strength at the time of installation. See Table 3 I ESR -1917. The values listed in Table 11 have been calculated assuming a minimum 3,000 psi concrete compressive strength. The pullout strength may be adjusted for other lightweight concrete compressive strengths according to ICC ESR -1917 Section 4.1.3 using the following equation: Np,decki'c = NAda* 2 500 (II), psi) I 2 Minimum anchor spacing along the flute shall be the greater of 3.0 h or 1.5 times the flute width in accordance with ICC ESR -1917 Section 4.1.3. 3 Anchors in the lower flute may be installed with a maximum 1 -inch offset in either direction. See Figure 5 in ESR -1917. 4 Allowable seismic tension and shear loads are calculated by multiplying N p , deck and Vs,deck by the strength reduction 4) factor of 0.65, the seismic reduction 4) factor of 0.75 according to AG 318 03,3.3, and then divided by an a of 1.1 according to ICC ESR -1917 Section 4.2. I 5 Allowable non - seismic tension and shear loads are calculated by multiplying Np,deck and Vs,deck by the strength reduction 4) factor of 0.65 and dividing by an a of 1.4 according to ICC ESR -1917 Section 4.2. I Table 12 — Kwik Bolt TZ Length Identification System Length ID marking A B C D E F G H I J K L M N 0 P 0 R S T U V W I on bolt head Length of From 1 2 2 3 3 4 4 5 5 6 6 7 71/4 8 8 9 9 10 11 12 13 14 15 . anchor, Up to but I anch ON not 2 2 3 3 4 4 5 5 6 6 7 7 8 81/2 9 9 10 11 12 13 14 15 16 I including Figure 4 — Bolt Head with Length Identification Mark and Kwik Bolt TZ Head Notch Embossment ar t I 1 a I_ I I 220 Hilti, Inc. (US) 1 -800- 879 -8000 I www.us.hili.com I en esoanol 1-800- 879 -5000 I Hilti (Canada) Coro. 1- 800 - 363 -4458 I www.ca.hihi.com I Product Technical Guide 2008 . r r lir' Mechanical Anchoring Systems Kwik Bolt TZ Expansion Anchor 4.3.4. 4.3.4.4 Kwik Bolt TZ Anchor Installation Instructions into normal- weight and lightweight concrete I Is& % qv.. .. a All r pt,...46...„, es 1A. 4 1■1; .i r ''...1; illis= , A ;ail/b.:lit illb,fi 4 ts...0: II *marl ji 4 ."- 4 4. 11,.1 ....•..• •+►! ! •1 ' ili 1. • • . 'a a 0111,;.. :IP 4 % . r i r. 11 A 1. Hammer drill a hole to the same nominal 2. Clean hole. I diameter as the Kwik Bolt TZ. The hole depth must exceed the anchor embedment by at least 1/4 inch. The fixture may be used as a drilling I template to ensure proper anchor location. *;ils�l �1.. -+. 4 •; a`/ X11.••* MP •i ��1.,� � a r .�, . 1 r . -..•r k - II i .11211 h 'k' af• *1 + l ra� i • # r ).. • / MI III , � + •.•. ••.,•.emir'! a, •l'a... .. :..6�.a�'•/ ;� � l' ;:41.6 • ;;_ l'0 '1��ir.i (e 3. Drive the Kwik Bolt TZ into the hole using 4. Tighten the nut to the recommended a hammer. The anchor must be driven installation torque. until at least 4 threads are below the surface of the fixture. I I I 1 I Hilti. Inc. IUSI 1-800- 879 -8000 I www.us.hllti.com I en esoanol 1- 800 -879 -5000 I Hilti inanadal Cnm_ 1 - R00 .tR8 - d4SR I ..nn, , a hitti nnm I PrrviI i,-t T r,nirmi (A drip 9noR 991 I . Mechanical Anchoring Systems 4.3.4 Kwik Bolt TZ Expansion Anchor 4.3.4.5 Kwik Bolt TZ Anchor Ordering Information I Item No. Description Length (in.) Thread Length (in.) Box Quantity I 304581 KB -TZ 3/8x3 3 3-3/4 7/8 1 50 304582 KB TZ 3/8x3 3/4 3/4 1-5/8 50 304583 KB -17 3/8x5 5 2 -7/8 50 304584 KB -17 1/2x3 -3/4 3 -3/4 1 -5/8 25 I 304585 KB TZ 1/2x4-1/2 4-1/2 2-3/8 25 304586 KB TZ 1/2x5-1/2 5-1/2 3-3/8 25 304587 KB -17 1/2x7 7 4 -7/8 25 I 304588 KB TZ 5/8x4-3/4 4-3/4 1 -1/2 2 3/4 15 304589 KB TZ 5/8x6 6 15 304590 KB -TZ 5/8x8 -1/2 8 -1/2 5 -1/4 15 304591 KB -TZ 5/8x10 10 6 -314 15 I 202880 KB TZ 3/4x5-1/2 51 /2 1 -1/2 10 202881 KB TZ 3/4x8 8 4 10 202882 KB -17 3/4x10 10 6 10 I 202883 KB -TZ SS304 3/8x3 3 7/8 50 202884 KB -TZ SS304 3/8x3 -3/4 3 -3/4 1 -5/8 50 I 202885 KB -TZ SS304 3/8x5 5 3-3/4 2 -7/8 50 202886 KB TZ SS3041/2x3 3/4 3/4 1 5/8 25 202887 KB -TZ SS304 1/2x4 -1/2 4 -1/2 2 -3/8 25 I ' 202888 KB -TZ SS304 1/2x5-1/2 5 -1/2 3 -3/8 25 202889 KB TZ SS304 1/2x7 7 4-3/4 4 7/8 25 202890 KB TZ SS304 5/8x4-3/4 3/4 1-1/2 15 202891 KB -TZ SS304 5/8x6 6 2 -3/4 15 1 202892 KB -T7 SS304 5/8x8 -1/2 8 1/2 5-1/4 15 202893 KB TZ SS304 5/8x10 10 6-3/4 15 202894 K8-17 SS304 3/4x5 -1/2 5 -1/2 1 -1/2 10 I 202895 KB -TZ SS304 3/4x8 8 4 10 202896 KB TZ SS304 3/4x10 10 6 10 I I I I I - 1 222 Hilti, Inc. (US) 1- 800 -879 -8000 I www.us.hihi.com I en espailol 1-800 -879 -5000 I Hilti (Canada) Corp. 1- 800 - 363 -4458 I www.cahiiti.com I Product Technical Guide 2006 Mechanical Anchoring Systems • Kwik Bolt TZ Expansion Anchor 4.3.4, 1 4.3.4.6 Kwik Bolt TZ Anchor Sample Calculations I Given: t (2) 1/2 in. KB -TZ anchors under AN I static tension load as shown. �! 1 . 5 het het = 3.25 in. --r-- Normal wt. concrete, r 3,000 psi No supplementary reinforcing. "\ I 1 / l T 5=6" I Assume uncracked concrete. 6' Condition B per ACI 318-05 D.4.4(c) in Calculate the allowable tension load 5I lI , 4 for this configuration. t Calculation per ACI 318 -05 Appendix D and ICC ESR -1358. Code Ref. Reference I D Step 1. Calculate steel strength of anchor in tension: 4) N 4n * N = 0.75 * 2 * 10,706 = 16,059 lb .5.1.2 D.4.4 Table 2 Step 2. Calculate concrete breakout strength of anchor in tension. See ESR -1917 for edge factor Tcp,N. ESR -1917 1 N cbg= t ( ( (V cp,N) Nb 0.52.1 4.1.2 Step 2a. Verify minimum member thickness, spacing and edge distance: D.8 Table 2 hmin 6in.<- 6in..•.ok 2.375, 5.75 I S min Fig. 2 2.375 - 5.75 slope = 3.5 - 2.375 = -3.0 for Cmin = 4 in. Y - Y2 = m (x1 - x2) 2.375 controls 3.5, 2.375 s = 5.75 - [(2.375 - 4.0) - (3.0)] =0.875 < 2.375 in. < 6 in. ... ok 0.875 Cmin I Step 2b. Check: 1.5/7 = (1.5) (3.25) = 4.88 in. > c 3.0h = (3) (3.25) = 9.75 in. > s D.5.2.1 Table 2 ' Step 2c. Calculate Ake and AN for the anchorage: ANco = 9het 2 = (9) (3.25) = 95.1 in I Aft= (1.5) (h+ C) (3) (h s) = [(1.5) (3.25) + 4] [(3 x 3.25) + 6] = 139.8 in < 2 ANc0 ok 0.5.2.1 Table 2 N e t Step 2d. Calculate Y' 6 0 : eN' = 0, l P e c,N = 0.5.2.4 Step 2e. Calculate Nb : Nb = kcr F (het) t' = 17 3000 (3.25) = 5,456 lb D.5.2.2 Table 2 I Step 2f. Calculate modification factor for edge distance: IlectN = 0.7 + 0.3 (1.5) (3 25) = 0.95 D.5.2.5 Table 2 I Step 2g. Y'' = 1.4 (uncracked concrete) D.5.2.6 Table 2 Step 2h. Calculate modification factor for splitting: I C a min 1.5h 4 (1 ty N = , > check: = 0 (1.5) (3.25) = 0.65 = 0.53 < 0.65 .'. 1.5hef controls D.5.2.7 Table 2 C ac C ac 7 . 5 7.5 C ac Step 2i. Calculate N cbg : N cbg = ( 139 . 8 ` (1) (0.95) (1.4) (5,456) (0.65) = 6,983 lb D.5.2.1 Table 2 I 95 Step 3. Check pullout strength: See ESR -1917 for adjustment for concrete strength Table 2 N c [ N l'7 J L ) 3000 J D.5.3.2 • PN�t' (1) 2 L p, uncr J = 2 L (5,515 J = 12,082 lb ESR -1917 ' 2500 2500 4.1.6 Step 4. Controlling strength: 4 Ncb9 = (0.65) (6,983) = 4,539 lb < 4 Ns 4 N cbg controls D.4.4(c) Table 2 Step 5. Convert value to ASD: Tallow = 4 9 = 3,242 lb Table 5 11 - .4 1 I Hilti, Inc. (US) 1- 800 -879 -8000 I www.us.hilti.com I en esoanol 1-800- 879 -5000 I Hilti (Canadal Cnm 1- Ron- &a_adsa I uuunu_n MEIN nnm I a.,w,,..r Tanhninnl r_, aae OMR 001 I I •.1 l lF I PROFIS: Firestop Systems Hilti Diaphragm The World's Most Powerful When it comes to Life Safety and building Deck Design I Anchor Design Software code compliance, Hilti provides complete The Hilti Diaphragm Deck Design solutions with a wide range of products Program allows designers to quickly • Easy to Learn - Start working in and unmatched technical support. and accurately design roof deck and I just minutes composite floor deck diaphragms. • Fast and Powerful - Produce detailed • Firestop Systems Guides designs quickly - Through Penetrations • Ability to design with innovative • Specify with Confidence - The - Joint Penetrations Hilti fasteners for frame and sidelap I largest number of approvals and • FACT Program connection latest design codes • FS 411 • Creates easy to use load tables with • BASIC Training span ranges based on user input I No charge. • Engineering Judgements • Allows for different safety factors Download now @ www.us.hilti.com i.com Design Center online depending on load type, building • @ www.us.hilti.com code and field quality control • Direct link to Hilti website I Iliii - - r l 1 I , r,>':. riiii/10 . . . . ... . .., ' ' 1 _ ..° . Hilti Online MI - Industrial Steel Decking Pipe Support Technical Guide I • Technical Library Technical Guide For complete information on Hilti • Design Centers A guide to specifying the Hilti modular fastening systems for the attachment • Interactive Product Advisors pipe support system for medium to of steel roof and floor deck, refer to the • Full -line Product Catalog heavy loads without welding. Hilti Steel Decking Technical Manual. • Online Ordering • Maps to Hilti locations • MI System is the ideal solution for • "Contact Us" program to pipes up to 24 in. diameter I answer your questions • Reliable fastenings without welds • Easily installed 1 • 1-lilti Inn /I ICI 1 _Ahn_A7o_Annn I .....n.. I .c hilti rnrn I Prnri, in Tcrhnirnl (., ad. 9nnA I 1-lilti /(:onmrinl f.nrnnrntinn t _Atln-gAZ_d4S11 I .....l.. nn hilti nnm . Terms and Conditions 1 In The United Sates In Canada PAYMENT TERMS: Net 30 days from date of invoice. Customer agrees to pay all costs PAYMENT TERMS: Net 30 days from date of invoice. Customer I incurred by Hilti in collecting delinquent amounts, if any, including agrees to pay all costs incurred by Hilti in reasonable attorney's fees. collecting delinquent amounts, if any, including reasonable attorney's fees. FREIGHT: All sales are F.O.B. Destination with transportation allowed via Hilti I designated mode. Additional charges may apply for expedited FREIGHT: Sales are F.O.B. Destination Point with shipments, special handling requirements, and orders below certain transportation allowed via Hilti designated dollar amounts. A fuel surcharge may apply depending on market mode. Additional charges may apply for conditions. expedited delivery, special handling requirements, and order under certain limits. CREDIT: All orders sold on credit are subject to Credit Department approval A fuel surcharge may apply depending on I market conditions. RETURN POLICY: Products must be in saleable condition to qualify for return. CREDIT: All orders sold on credit are subject to Saleable condition is defined as those unused Items in original packaging and in unbroken quantities. All returns are subject to Hilti Credit Department approval. I inspection and acceptance, and a 15% restocking charge. Proof of purchase is required for all returned materials. Special orders and RETURN POLICY: Product may be returned prepaid (unless discontinued items are not eligible for return credit. Dated materials otherwise authorized) to Hilti provided: are not returnable 30 days beyond date of invoice. i) it is returned by the original purchaser I WARRANTY: Hilti warrants that for a period of 12 months from the date it sells a product it will, at its sole option and discretion, refund the purchase ) it is not dated product returned more than price of , repair, or replace such product if it contains a defect in 30 days after the original delivery date material or workmanship. Absence of Hitti's receipt of a written notification of such a defect within this 12 -month period shall I constitute a waiver of all claims with regard to such product. The iii) it is not discontinued, clearance or special warranty time periods for certain products are limited by the order product warranty period in the literature that accompanies these products. iv) it is unused, in original packaging and in THE FOREGOING WARRANTY IS IN LIEU OF ALL OTHER unbroken quantities. I WARRANTIES, EXPRESS OR IMPUED, INCLUDING BUT NOT LIMITED TO THE IMPLIED WARRANTIES OR MERCHANTABILITY Hilti will inspect product and, if the above AND FITNESS FOR A PARTICULAR PURPOSE. Hilti shall in no requirements are satisfied, will credit to event be liable for, and Customer hereby agrees to indemnify Hilti customer the original purchase price. A 15% ' against all claims related to, special, direct, indirect, consequential, restocking fee may apply. _ or any damages arising out of or related to the sale, use, or inability to use the product. WARRANTY: Other than the manufacturer's published warranty, no warranties or conditions, express ACCEPTANCE OF ORDER: Acceptance is limited to the express terms contained herein, and or implied, written or oral, statutory or terms are subject to change by Hilti with reasonable notice to otherwise are implied. Any and all conditions I Customer. Additional or different terms proposed by Customer are and warranties implied by law or by the Sale deemed material and are objected to and rejected, but such of Goods Act or any similar statutes of any rejections shall not operate as a rejection of the offer unless it Province are hereby expressly waived. contains variances in the terms of the description, quantity, price or delivery schedule of the goods. I TITLE TO PRODUCT: Title to product remains with Hitti until the total purchase price of product is paid. DOMESTIC ORIGIN: Any non - domestic Hitti product will be so identified on shipping documents and invoices for federal government customers. All other customers may obtain such information by written request for Hilti, Inc., PRICES: Customer agrees to pay Hilti prices set out on Contract Compliance. P.O. Box 21148, Tulsa, Oklahoma 74121. HMI invoice. Customer agrees to pay taxes as sales personnel are not authorized to warrant the country of origin of indicated on invoice unless Hilti receives I Hilt products. acceptable exemption certificates. BUSINESS SIZE: Hilti is a large business. INDEMNIFICATION: Customer agrees to use product at own risk and to indemnify Hilti against all liabilities, I including legal fees, to third parties arising out PRICES: Prices are those stated on the order. Hilt does not maintain most of the use or possession thereof. Hilti shall in favored customer records, makes no representation with respect to no event be liable for special, incidental or same, and rejects any price warranty terms proposed by Customer. consequential damages. Hilti's published net price list is subject to change without notice. CHANGES: Hilti sales personnel are not authorized to I CONSENT TO JURISDICTION: All transactions made pursuant hereto shall be deemed to have modify these Terms and Conditions or modify been made and entered into in Tulsa, Oklahoma. Any and all Customer's credit terms. Terms are subject to disputes arising directly or indirectly from such transactions shall be change by Hilti with reasonable notice to resolved in the courts of the County of Tulsa, State of Oklahoma, to Customer. the exclusion of any other court, and any resulting judgment may be I enforced by any court having jurisdiction of such an action. All transactions shall be governed by and construed in accordance with CASH SALES: Payment in full is due prior to goods being the laws of the State of Oklahoma. released. INDEMNIFICATION: Customer hereby agrees to indemnify Hilt for any costs, including QUOTATIONS: All terms and conditions apply once customer .2 attorney's fees, incurred by Hilti as a result, in whole or In part, of agrees to purchase product. Quotations on any violation by Customer of any Federal, State or Local statute or special promotion products are only valid until regulation, or of any nationally accepted standard. It shall be end of promotion period. Customer's sole responsibility to comply with all applicable laws and regulations regarding the handling, use, transportation, or I disposal of products upon taking possession of same. AUTHORIZATION: HILTI SALES REPRESENTATIVES ARE NOT AUTHORIZED TO MODIFY THESE TERMS AND CONDITIONS, WARRANT SPECIFIC APPLICATIONS, OR EXECUTE CUSTOMER DOCUMENTS. I HiHi in,. n icr 1 _ann_a7o_annn i ,.,,.,,.,,.. hil.i nnrn i 0......4...-41 r_.,■,4.. nnnc i ua.: it'.,.,..a.a r. I onn oco ..Co I ' . Seismic Calculations and Equipment Data ' 1 1 1 ' 1 1 1 1 1 ' ' ' ' 1 I ' i Seismic Bracing Calculations i Sheet 1 of 1 I Project: Plaza West Contractor: Western States Fire Protection Company Address: 9600 SW Oak Street Address: 13896 Fir Street, Suite B Tigard, Oregon 97223 Oregon City, Oregon 97045 I Telephone: (503)657 -5155 Fax: (503)657 -5182 I Brace Information Seismic Brace Attachments N.F.P.A. 13, 2007 Table 9.3.5.8.8(b) Length of brace: 7 feet Maximum Structure attachment fitting or tension -only bracing system: I . Diameter of brace: 1" Make: Tolco Model: 980 Type of brace: Schedule 40 Listed load rating (Ibs): 2765 Adjusted load rating per 9.3.5.10.3 1955 Angle of brace: 45° I Least radius of gyration: 0.42 Sway brace (pipe attachment) fitting: UR value: 200 Make: Tolco Model: 1000 Maximum horizontal load: 1735 lbs Listed load rating: 2015 Adjusted load rating per 9.3.5.10.3 1425 I Fastener Information Seismic Brace Assembly Detail — N.F.P.A. 13, 2007 Figure 9.3.5.9.1 Orientation of connecting surface: B I iL Fastener: Hilti Kwik Bolt TZ FIG. 980 4' SWIVEL SWAY Type Wedge Anchor BRACE FITTING L2' :33K"lad Ke kBolt T2 Concrete Wedge Anchor I Diameter: 1/2" Concrete Embedment: 2" 45• T- SCh.10 BRACE PIPE Maximum load: 709 Lbs. AS I See ESR -1917 Table 11 . � ' I_ F FAST CLAMP N.F.P.A. 13, 2007 Table 9.3.5.3.2(a) �/ SWAY BRACE ATTACHMENT Maximum Load Fpw in zone of influence for O LATERAL EARTHQUAKE BRACE I 2'/ :" Sch. 10 Pipe with braces a maximum of 30 MAT NON- THREADED BRACE PIPE feet on center is 452 lbs. Brace identification no. LAT 1 Sheet FP2 I (to be used on plans): ® Lateral Brace 0 Longitudinal Brace' I Sprinkler System Load Calculation [ Fpw = 0.50Wp (Default is 0.5)] Diameter Type Length (ft) Total (ft) Weight (lbs) per ft. Wp Total Weight (Ibs) 1" Sch. 40 98 2.05 0.5 100 I 1'/." Sch. 40 53 2.93 0.5 78 11/2" Sch. 40 14 3.61 0.5 25 21/2" Sch. 10 46.375 5.89 0.5 137 3" Sch. 10 0 7.94 0.5 0 4" Sch. 10 0 11.78 0.5, 0 0 Total Weight 340 Wpx1.15= 391 I . i Seismic Bracing Calculations I Sheet 1 of 1 I Project: Plaza West Address: 9600 SW Oak Street Contractor: Western States Fire Protection Company Address: 13896 Fir Street, Suite B Tigard, Oregon 97223 Oregon City, Oregon 97045 I Telephone: (503)657 -5155 Fax: (503)657 -5182 I Brace Information Seismic Brace Attachments N.F.P.A. 13, 2007 Table 9.3.5.8.8(b) Length of brace: 7 feet Maximum Structure attachment fitting or tension -only bracing system: I Diameter of brace: 1" Make: Tolco Model: 980 Type of brace: Schedule 40 Listed load rating (Ibs): 2765 Adjusted load rating per 9.3.5.10.3 1955 Angle of brace: 45° I Least radius of gyration: 0.42 Sway brace (pipe attachment) fitting: UR value: 200 Make: Tolco Model: 1000 Maximum horizontal load: 1735 lbs Listed load rating: 2015 Adjusted load rating per 9.3.5.10.3 1425 I Fastener Information Seismic Brace Assembly Detail N.F.P.A. 13, 2007 Figure 9.3.5.9.1 Orientation of connecting surface: B I rl 0 . Fastener: Hilti Kwik Bolt TZ FKa.aao BYWEL SWAY Type Wedge Anchor BRACE FITTING 112':33/4 "HIM KwiM Bort TZ Concrete Wedge Anchor I Diameter: 1/2" Concrete Embedment: 2" 4 5. T" Sch 4o BRACE PINE Maximum load: 709 Lbs. ,? See ESR -1917 Table 11 �_ FFAST CLAMP' i N.F.P. 13, 2007 Table 9.3.5.3.2(a) ♦ 46 SWAY BRACE ATTACHMENT I Maximum Load Fpw in zone of influence for LATERAL EARTHQUAKE BRACE 2' /z" Sch. 10 Pipe with braces a maximum of 30 " NON - THREADED BRACE PIPE feet on center is 452 lbs. -o � r Brace identification no. LAT 2 Sheet FP2 I (to be used on plans): ® Lateral Brace 0 Longitudinal Brace' Sprinkler System Load Calculation [ Fpw = 0.50Wp (Default is 0.5)] Diameter Type Length (ft) Total (ft) Weight (Ibs) per ft. Wp Total Weight (Ibs) 1" Sch.40 133 2.05 0.5 136 I 1'/4" Sch. 40 37 2.93 0.5 54 11/2" Sch. 40 38 3.61 0.5 69 2'A" Sch. 10 31 5.89 0.5 91 3" Sch. 10 0, 7.94 0.5 0 4" Sch. 10 0 11.78 0.5 0 0 Total Weight 350 Wpx1.15= 403 Project Name = Plaza West Date = Mon Oct 20 15:37:41 PDT 2008 Conterminous 48 States 1 2005 ASCE 7 Standard Latitude = 45.443603 Longitude = - 122.775037 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B- Fa = 1.0 ,Fv = 1.0 Data are based on a 0.05 deg grid spacing Period Sa (sec) (g) 0.2 0.947 (Ss, Site Class B) 1 1.0 0.340 (S1, Site Class B) I I I I I I I I . I 1 I ESR -1917 ' ES ,. REP O R TT' Reissued September 1, 2007 This report is subject to re- examination in two years. I. ICC Evaluation Service, Inc. www.icc-es.org Business/Regional Office • 5360 Workman Mill Road, Whittier, California 90601 • (562)6994)543 Regional Office • 900 Montclair Road, Suite A, Birmingham, Alabama 35213 • (205) 599 -9800 Regional Office • 4051 West Flossmoor Road, Country Club Hills, Illinois 60478 • (708) 799 -2305 I DIVISION: 03— CONCRETE stainless steel. The hex nut for carbon steel conforms to Section: 03151 — Concrete Anchoring ASTM A 563 -04, Grade A, and the hex nut for stainless steel conforms to ASTM F 594. I REPORT HOLDER: The anchor body is comprised of a high strength rod threaded at one end and a tapered mandrel at the other end. HILTI, INC. The tapered mandrel is enclosed by a three - section 5400 SOUTH 122 EAST AVENUE expansion element which freely moves around the mandrel. I TULSA, OKLAHOMA 74146 (800) 879 -8000 The expansion element movement is restrained by the mandrel taper and by a collar. The anchor is installed in a www.us.hilti.com predrilled hole with a hammer. When torque is applied to the HiltiTechEnq @us.hilti.com nut of the installed anchor, the mandrel is drawn into the I EVALUATION SUBJECT: expansion element, which is in turn expanded against the wall of the drilled hole. Installation information and dimensions are set forth in HILTI KWIK BOLT TZ CARBON AND STAINLESS STEEL Section 4.3 and Table 1. I ANCHORS IN CONCRETE Normal- weight and structural lightweight concrete must 1.0 EVALUATION SCOPE conform to Sections 1903 and 1905 of the IBC and UBC. • • 4.0 DESIGN AND INSTALLATION Compliance with the following codes: • 2006 International Building Code (IBC) 4.1 Strength Design: • • 2006 International Residential Code (I RC) 4.1.1 General: Design strengths must be determined in accordance with ACI 318 -05 Appendix D and this report. • 1997 Uniform Building CodeTM (UBC) Design parameters are provided in Tables 3 and 4. Strength Property evaluated: reduction factors 0 as given in ACI 318 D.4.4 must be used for load combinations calculated in accordance with Section I Structural 1605.2.1 of the IBC or Section 1612.2 of the UBC. Strength 2 USES reduction factors 0 as given in ACI 318 D.4.5 must be used for load combinations calculated in accordance with ACI 318 The Hilti Kwik Bolt TZ anchor (KB -TZ) is used to resist static, Appendix C or Section 1909.2 of the UBC. Strength reduction I wind, and seismic tension and shear loads in cracked and factors corresponding to ductile steel elements may be uncracked normal- weight concrete and structural sand used. An example calculation is provided in Figure 6. lightweight concrete having a specified compressive strength, f„ of 2,500 psi to 8,500 psi (17.2 MPa to 58.6 MPa); and 4.1.2 Requirements for Static Steel Strength in Tension: I cracked and uncracked normal- weight or structural sand The steel strength in tension must be calculated in lightweight concrete over metal deck having a minimum accordance with ACI 318 D.5.1. The resulting Al, values are specified compressive strength, f„ of 3,000 psi (20.7 MPa). provided in Tables 3 and 4 of this report. The anchoring system is an alternative to cast -in -place 4.1.3 Requirements for Static Concrete Breakout I anchors described in Sections 1911 and 1912 of the IBC and Strength in Tension: The basic concrete breakout strength Sections 1923.1 and 1923.2 of the UBC. The anchors may in tension must be calculated according to ACI 318 Section also be used where an engineered design is submitted in D.5.2.2, using the values of h and lc, as given in Tables 3 accordance with Section R301.1.3 of the IRC. and 4 in lieu of h and k, respectively. The nominal concrete I 3.0 DESCRIPTION breakout strength in tension in regions where analysis indicates no cracking in accordance with ACI 318 Section KB -TZ anchors are torque - controlled, mechanical expansion D.5.2.6 must be calculated with 1JcN as given in Tables 3 and anchors. KB -TZ anchors consist of a stud (anchor body), 4. For carbon steel KB -TZ installed in the soffit of structural I wedge (expansion elements), nut, and washer. The anchor sand lightweight or normal weight concrete on steel deck floor (carbon steel version) is illustrated in Figure 1. The stud is and roof assemblies, as shown in Figure 5, calculation of the manufactured from carbon or stainless steel materials with concrete breakout strength may be omitted. (See Section corrosion resistance equivalent to Type 304 stainless steel. 4.1.5.) I Carbon steel KB -TZ anchors have a minimum 5 pm (0.00002 inch) zinc plating. The expansion elements for the carbon and 4.1.4 Requirements for Critical Edge Distance: In stainless steel KB -TZ anchors are fabricated from stainless applications where c< c and supplemental reinforcement to steel with corrosion resistance equivalent to Type 316 control splitting of the concrete is not present, the concrete I REPORTS'" are not to be construed as representing aesthetics or any other attributes not specifically addressed, 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 ANSI I finding or other matter in this report, or as to any product covered by the report. �• v A.9 AcnaaaN Program exaoua CERTIFICATION Coovriaht © 2007 Page 1 of 14 Page 2 of 14 ESR -1917 I breakout strength in tension for uncracked concrete, lightweight or normal- weight concrete on steel deck floor and calculated according to ACI 318 Section D.5.2, must be roof assemblies, as shown in Figure 5, is given in Table 3. further multiplied by the factor W cp,N as given by the following equation: 4.1.7 Requirements for Static Concrete Breakout Strength of Anchor in Shear, V or V Static concrete C breakout strength shear capacity must be calculated in W CP,N — — ( accordance with ACI 318 Section D.6.2 based on the values C °° provided in Tables 3 and 4. The value of le used in ACI 318 I Equation (D -24) must taken as no greater than h,. whereby the factor MCP N need not be taken as less 4.1.8 Requirements for Static Concrete Pryout Strength 1 of Anchor in Shear, V or V • Static concrete pryout c than . For all other cases, W cPN = 1.0. Values for the strength shear capacity must be calculated in accordance critical edge distance c must be taken from Table 3 or Table with ACI 318 Section D.6.3, modified by using the value of k, 4 provided in Tables 3 and 4 of this report and the value of Ncb or N„ as calculated in Section 4.1.3 of this report. For I 4.1.5 Requirements for Static Pullout Strength in anchors installed in the soffit of structural sand lightweight or Tension: The pullout strength of the anchor in cracked and normal- weight concrete over profile steel deck floor and roof uncracked concrete, where applicable, is given in Tables 3 assemblies, as shown in Figure 5, calculation of the concrete and 4. In accordance with ACI 318 Section D.5.3.2, the pry-out strength in accordance with ACI 318 Section D.6.3 is I nominal pullout strength in cracked concrete must be not required. calculated according to the following equation: 4.1.9 Requirements for Minimum Member Thickness, I f VVV Minimum Anchor Spacing and Minimum Edge Distance: Npnrc = Npc V 2 500 (Ib, psi) (2) In lieu of ACI 318 Section D.8.3, values of c,,,,, c,,,,, and s„,,,, s„,,,, as given in Tables 2 and 3 of this report must be used. In lieu of ACI 318 Section D.8.5, minimum memberthicknesses h m;n as given in Tables 3 and 4 of this report must be used. Additional I I f . combinations for minimum edge distance c„,„, and spacing s,„„, may be derived by linear interpolation between the given N p n ,rc = N p � 1117 c .2 (N MPa) boundary values. (See Figure 4.) The critical edge distance at corners must be minimum 4h in accordance with ACI 318 Section D.8.6. In regions where analysis indicates no cracking in 4.1.10 Requirements for Seismic Design: For load accordance with ACI 318 Section D.5.3.6, the nominal pullout combinations including earthquake, the design must be strength in tension must be calculated according to the performed according to ACI 318 Section D.3.3 as modified by I following equation: Section 1908.1.16 of the IBC, as follows: f` (Ib, psi) ( 2 500 CODE ACI 318 D.3.3. CODE EQUIVALENT N pn,r c = N p , uncl SEISMIC REGION DESIGNATION I Moderate or high Seismic Design IBC and IRC seismic risk Categories C, D, E, and F UBC Moderate or high Seismic Zones I f' N pn,r c = N punci 17 ` 2 (N , MP seismic risk 2B, 3, and 4 The nominal steel strength and the nominal concrete Where values for N or N are not provided in Table 3 breakout strength for anchors in tension, and the nominal p concrete breakout strength and pryout strength for anchors in or Table 4, the pull str in tension need not be shear, must be calculated according to ACI 318 Sections D.5 evaluated. and D.6, respectively, taking into account the corresponding The pullout strength in cracked concrete of the carbon steel values given in Tables 3 and 4. The anchors comply with ACI I KB -TZ installed in the soffit of sand lightweight or normal- 318 D.1 as ductile steel elements and must be designed in weight concrete on steel deck floor and roof assemblies, as accordance with ACI 318 Section D.3.3.4 or D.3.3.5. The shown in Figure 5, is given in Table 3. In accordance with ACI nominal pullout strength Npse;s and the nominal steel strength 318 Section D.5.3.2, the nominal pullout strength in cracked for anchors in shear Vs,sels must be evaluated with the values I concrete must be calculated according to Eq. (2), whereby the value of N„,,„,, must be substituted for N The use of given in Tables 3 and 4. The values of N $Q1$ must be adjusted for concrete strength as follows: stainless steel KB -TZ anchors installed in the soffit of concrete on steel deck assemblies is beyond the scope of f� ( Ib, psi) 4 ( ) N pseis,rc = N R s e is this report. In regions where analysis indicates no cracking in 2,500 accordance with ACI 318 Section D.5.3.6, the nominal pullout strength in tension may be increased by UP as given in Table 3. W,. is 1.0 for all cases. Minimum anchor spacing N p,se;s,rc = Np,seisV f N , MP a I along the flute for this condition must be the greater of 3.0h 17 .2 ( ) or 1' / times the flute width. If no values for N seis or Vs,se;s are given in Table 3 or Table 4.1.6 Requirements for Static Steel Shear Capacity V In lieu of the value of V as given in ACI 318 Section D.6.1.2(c), 4, the static design strength values govern. (See Sections the values of V given in Tables 3 and 4 of this report must be 4.1.5 and 4.1.6.) used. The shear strength Vs,aece as governed by steel failure 4.1.11 Structural Sand Lightweight Concrete: When of the KB -TZ installed in the soffit of structural sand structural lightweight concrete is used, values determined in • Page 3of14 ESR -1917 I accordance with ACI 318 Appendix D and this report must be installations into the soffit of concrete on steel deck modified by a factor of 0.60. assemblies, see Figure 5. 4.1.12 Structural Sand Lightweight Concrete over Metal 4.4 Special Inspection: Deck: Use of structural sand lightweight concrete is allowed Special inspection is required, in accordance with Section in accordance with values presented in Table 3 and 1704.13 of the IBC and Section 1701.5.2 of the UBC. The installation details as show in Figure 5. special inspector must be on the jobsite continuously during 1 4.2 Allowable Stress Design: anchor installation to verify anchor type, anchor dimensions, 4.2.1 General: Design resistances for use with allowable concrete type, concrete compressive strength, hole stress design load combinations calculated in accordance dimensions, hole cleaning procedures, anchor spacing, edge with Section 1605.3 of the IBC and Section 1612.3 of the distances, concrete thickness, anchor embedment, and I UBC, must be established as follows: tightening torque. R 5.0 CONDITIONS OF USE R d (5) allow,AS - a The Hilti KB -TZ anchors described in this report comply with I where R = R represents the limiting design strength in the codes listed in Section 1.0 of this report, subject to the following conditions: tension (0N„) or shear (014) as calculated according to ACI 5.1 Anchor sizes, dimensions and minimum embedment 318 Sections D.4.1.1 and D.4.1.2 and Section 4.1 of this depths are as set forth in this report. I report. For load combinations including earthquake, the value R in Equation (5) must be multiplied by 0.75 in accordance 5.2 The anchors must be installed in accordance with the with ACI 318 Section D.3.3.3. Limits on edge distance, manufacturer's published instructions and this report. In anchor spacing and member thickness, as given in Tables 3 case of conflict, this report governs. I and 4 of this report, must apply. Allowable service loads for 5.3 Anchors must be limited to use in cracked and single anchors in tension and shear with no edge distance or uncracked normal- weight concrete and structural sand spacing reduction are provided in Tables 6 through 9, for lightweight concrete having a specified compressive illustration. These values have been derived per Equation (5) strength, f , of 2,500 psi to 8,500 psi (17.2 MPa to 58.6 I using the appropriate strength reduction factors Ofrom Tables MPa), and cracked and uncracked normal weight or 3 and 4 and the a factors provided in Section 4.2 of this structural sand lightweight concrete over metal deck report. having a minimum specified compressive strength, f c, 1 The value of a must be taken as follows: of 3,000 psi (20.7 MPa). REFERENCE FOR STRENGTH a 5.4 The values of f , used for calculation purposes must not REDUCTION FACTORS Including Excluding exceed 8,000 psi (55.1 MPa). I Seismic Seismic 5.5 Loads applied to the anchors must be adjusted in ACI 318 Section D.4.4 1.1 1.4 accordance with Section 1605.2 of the IBC and ACI 318 Section D.4.5 1.2 1.55 Sections1612.2 or 1909.2 of the UBC for strength design, and in accordance with Section 1605.3 of the I 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: IBC and Section 1612.3 of the UBC for allowable stress design. For shear loads V < 0.2 • Va„ow,ASO' the full allowable load in 5.6 Strength design values must be established in tension Ta „ow,ASO may be taken. accordance with Section 4.1 of this report. I For tension loads T < 0.2 Ta„ow,ASO, the full allowable load 5.7 Allowable design values are established in accordance in shear Va „ow,ASO may be taken. with Section 4.2. I For all other cases: T V 5.8 Anchor spacing and edge distance as well as minimum member thickness must comply with Tables 3 and 4. + < 1.2 (6) 5.9 Prior to installation, calculations and details T allow,ASD V allow,ASD demonstrating compliance with this report must be I submitted to the code official. The calculations and details must be prepared by a registered design 4.3 Installation: professional where required by the statutes of the Installation parameters are provided in Table 1 and in Figure jurisdiction in which the project is to be constructed. I 2. The Hilti KB -TZ must be installed according to 5.10 Since an ICC-ES acceptance criteria for evaluating data manufacturer's published instructions and this report. Anchors to determine the performance of expansion anchors must be installed in holes drilled into the concrete using subjected to fatigue or shock loading is unavailable at carbide - tipped masonry drill bits complying with ANSI this time, the use of these anchors under such 6212.15 -1994. The nominal drill bit diameter must be equal conditions is beyond the scope of this report. to that of the anchor. The drilled hole must exceed the depth of anchor embedment by at least one anchor diameter to 5.11 Anchors may be installed in regions of concrete where permit over - driving of anchors and to provide a dust collection cracking has occurred or where analysis indicates area as required. The anchor must be hammered into the cracking may occur ( f), subject to the conditions of predrilled hole until at least four threads are below the fixture this report. surface. The nut must be tightened against the washer until 5.12 Anchors may be used to resist short -term loading due to I the torque values specified in Table 1 are achieved. For wind or seismic forces, subject to the conditions of this installation in the soffit of concrete on steel deck assemblies, report. the hole diameter in the steel deck not exceed the diameter of the hole in the concrete by more than V inch (3.2 mm). For 5.13 Where not otherwise prohibited in the code, KB -TZ Page 4 of 14 ES R -1917 _ construction provided that at least one of the following 6.0 EVIDENCE SUBMITTED conditions is fulfilled: 6.1 Data in accordance with the ICC -ES Acceptance • Anchors are used to resist wind or seismic forces only. Criteria for Mechanical Anchors in Concrete Elements • Anchors that support a fire - resistance -rated envelope (AC193), dated January 2007 (ACI 355.2). or a fire- resistance rated membrane are protected by 6.2 A quality control manual. approved fire - resistance- rated materials, or have been evaluated for resistance to fire exposure in 7.0 IDENTIFICATION accordance with recognized standards. The anchors are identified by packaging labeled with the • Anchors are used to support nonstructural elements. manufacturer's name (Hilti, Inc.) and contact information, 5.14 Use of zinc - coated carbon steel anchors is limited to anchor name, anchor size, evaluation report number (ICC ES dry, interior locations. ESR- 1917), and the name of the inspection agency 5.15 Special inspection must be provided in accordance with (Underwriters Laboratories Inc.). The anchors have the letters P P P KB -TZ embossed on the anchor stud and four notches Section 4.4. embossed into the anchor head, and these are visible after 5.16 Anchors are manufactured by Hilti AG, in Schaan, installation for verification. Liechtenstein, under a quality control program with inspections by Underwriters Laboratories Inc. (AA -637). 1 r 1 1 r I I 1 1 1 1 t I • Page 5 of 14 ESR -1917 S. I - UNC thread mandrel , ,. , i .tt , ' .ITI = `1 LI dog point I expansion setting assist element collar washer hex nut bolt FIGURE 1 —HILTI CARBON STEEL KWIK BOLT TZ (KB -TZ) I TABLE 1— SETTING INFORMATION (CARBON STEEL AND STAINLESS STEEL ANCHORS) I SETTING INFORMATION Symbol Units Nominal anchor diameter (in.) 3/8 1/2 5/8 3/4 In. 0.375 0.5 0.625 0.75 I Anchor O.D. do (mm) (9.5) (12.7) (15.9) (19.1) Nominal bit diameter dm In. 3/8 1/2 5/8 3/4 I Effective min. In. 2 2 3-1/4 3-1/8 4 3-3/4 4-3/4 embedment he (mm) (51) (51) (83) (79) (102) (95) (121) In. 2 -5/8 2 -5/8 4 3 -7/8 4 -3/4 4-5/8 5 -3/4 I - Min. hole depth ha (mm) (67) (67) (102) (98) (121) (117) (146) Min. thickness of In. 1/4 3/4 1/4 3/8 3/4 1/8 1 -5/8 - fastened rte (mm) ( ( ( ( ( ( ( I Installation torque T; S, ft-lb 25 40 60 110 (Nm) (34) (54) (81) (149) Min. dia. of hole in In. 7/16 9/16 11/16 13/16 I fastened part dh (mm) (11.1) (14.3) (17.5) (20.6) Standard anchor In. 3 3-3/4 5 3 -3/4 4-1/2 5-1/2 7 4 -3/4 6 8-1/2 10 5-1/2 8 10 lengths tench (mm) (76) (95) (127) (95) (114) (140) (178) (121) (152) (216) (254) (140) (203) (254) Threaded length In. 7/8 1 -5/8 2 -7/8 1 -5/8 2 -3/8 33/8 4-7/8 1 -1/2 2 -3/4 5 -1/4 6-3/4 1 -1/2 4 6 (ind. dog point) t (mm) (22) (41) (73) (41) (60) (86) (124) (38) (70) (133) (171) (38) (102) (152) I Unthreaded length tu,m, In. 2 -1/8 2 -1/8 3 -1/4 4 (mm) (54) (54) (83) (102) I 1 The minimum thickness of the fastened part is based on use of the anchor at minimum embedment and is controlled by the length of thread. If a thinner fastening thickness is required, increase the anchor embedment to suit. I I I I . I I - Page 6 of 14 ESR -1917 111 A gag ' 'thread dh =al t I Panch funthr d I 1 � � hef h I • 11li II t h' FIGURE 2 —KB -TZ INSTALLED TABLE 2— LENGTH IDENTIFICATION SYSTEM (CARBON STEEL AND STAINLESS STEEL ANCHORS) Length ID marking A B C D E F G H I J K L M N O P Q R S T U V W 111 on bolt head Length of From 1 %z 2 2% 3 3% 4 4% 5 5% 6 6% 7 7% 8 8% 9 9% 10 11 12 13 14 15 anchor, Up to but • (i ncn not 2 2% 3 3% 4 4% 5 5% 6 6% 7 7% 8 8% 9 9'% 10 11 12 13 14 15 16 I (inches) including 4. ` I I It -. I FIGURE 3 —BOLT HEAD WITH LENGTH IDENTIFICATION CODE AND KB -TZ HEAD NOTCH EMBOSSMENT I I I Pa ge 7 of 14 ESR -1917 • , • TA BLE 3- DESIGN INFORMATION, CARBON STEEL KB -TZ ' DESIGN INFORMATION Symbol Units 3/8 1/2 Nominal anchor diameter 5/8 3/4 Anchor O.D. d" In. 0.375 0.5 0.625 0.75 1 II (mm) (9.5) (12.7) (15.9) (19.1) 4 -3/4 In. 2 2 3 1/4 3 -1/8 4 3 -3/4 Effective min. embedment he, (mm) (51) (51) (8) (79) (102) (95) (121) Min. member thickness' /l min In. 4 5 4 6 6 8 5 6 8 6 8 8 (mm) (102) (127) (102) (152) (152) (203) (127) (152) (203) (152) (203) (203) Critical edge distance C6GaC In. 4 -3/8 4 5 -1/2 4 -1/2 7 -1/2 6 6 -1/2 8 -3/4 6 -3/4 10 8 9 (mm) (111) (102) (140) (114) (191) (152) (165) (222) (171) (254) (203) (229) In. 2 -1/2 2 -3/4 2 -3/8 3 -5/8 3 -1/4 4 -3/4 4 -1/8 cm'" (mm) (64) (70) (60) (92) (83) (121) (105) I Min. edge distance In. 5 5 -3/4 5 -3/4 6 -1/8 5 -7/8 10 -1/2 8 -7/8 for s >- (mm) (127) (146) (146) (156) (149) (267) (225) In. 2 -1/2 2 -3/4 2 -3/8 3 -1/2 3 5 4 sm '" (mm) (64) (70) (60) (89) (76) (127) (102) I Min. anchor spacing for c z In. 3 -5/8 4 -1/8 3 -1/2 4 -3/4 4 -1/4 9 -1/2 7 -3/4 (mm) (92) (105) (89) (121) (108) (241) (197) Min. hole depth in concrete h In. 2 -5/8 2 -5/8 4 3 -7/8 4 -3/4 4 -5/8 5 -3/4 (mm) (67) (67) (102) (98) (121) (117) (146) Min. specified yield strength f,, lb /in 2 100,000 84,800 84,800 84,800 (N /mm) (690) (585) (585) (585) lb/in' 125,000 106,000 106,000 106,000 Min. specified ult. strength f (N /mm (862) (731) (731) (731) In' 0.052 0.101 0.162 0.237 Effective tensile stress area Ass (mm (33.6) (65.0) (104.6) (152.8) Steel strength in tension Ns lb 6,500 10,705 17,170 25,120 (kN) (28.9) (47.6) (76.4) (111.8) Steel strength in shear Vs lb 3,595 6,405 10,555 15,930 (70.9) (kN) (16.0) (28.5) (47.0) Steel strength in shear, lb 2,255 6,405 10,555 14,245 seismic' V5e,s (kN) (10.0) (28.5) (47.0) (63.4) Steel strength in shear, lb 2130 3,000 4,945 4,600 6,040 a Vs,dec NP NP 1 III concrete on metal deck (kN) (9.5) (13.3) (22) (20.5) (26.9) Pullout strength uncracked lb 2,515 5,515 9,145 8,280 10,680 concrete NP,u"cr (kN) (11.2) NA (24.5) NA (40.7) (36.8) (47.5) Pullout strength cracked lb 2,270 4,915 5 N NA NA NA NA NA concrete (kN) (10.1) (21.9) Pullout strength concrete on lb 1,460 1,460 2,620 2,000 4,645 NP NP metal decks NP,deckcr (kN) (6.5) (6.5) (11.7) (8.9) (20.7) I Anchor category' 1 Effectiveness factor kuncr uncracked concrete 24 Effectiveness factor k cracked concrete 17 �ac,N= kunc/kcr 9 1.41 r Coefficient for pryout strength, k 1.0 2.0 Strength reduction factor 0 for tension, steel 0.75 i failure modes Strength reduction factor 0 for shear, steel failure 0.65 modes I Strength reduction 0 factor for tension, concrete 0.65 failure modes or pullout, Condition B Strength reduction 0 factor for shear, concrete 0.70 I failure modes, Condition B For SI: 1 inch = 25.4 mm, 1 lbf = 4.45 N, 1 psi = 0.006895 MPa For pound -inch units: 1 mm = 0.03937 inches. 'See Fig. 2. 2 For structural light- weight concrete over metal deck, see Figure 5. 'See Section 4.1.10 of this report. ° See Section 4.1.6. NP (not permitted) denotes that the condition is not supported by this report. 'See Section 4.1.5 of this report. NA (not applicable) denotes that this value does not control for design. 'See Section 4.1.5 of this report. NP (not permitted) denotes that the condition is not supported by this report. Values are for cracked concrete. Values are applicable to both static and seismic load combinations. 'See ACI 318 -05 Section D.4.4. I 'See ACI 318 -05 Section D.5.2.2. 'See ACI 318 -05 Section D.5.2.6. 10 The KB -TZ is a ductile steel element as defined by ACI 318 Section D.1. 71 For use with the load combinations of ACI 318 Section 9.2. Condition B applies where supplementary reinforcement in conformance with ACI 318 -05 Section 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 I associated with Condition A may be used. Page 8 of 14 ESR -1917 ' TABLE 4- DESIGN INFORMATION, STAINLESS STEEL KB -TZ DESIGN INFORMATION Symbol Units Nominal anchor diameter 3/8 112 5/8 3/4 Anchor O.D. d. in. 0.375 0.5 0.625 0.75 I. (mm) (9.5) (12.7) (15.9) (19.11 Effective min. embedment' he, in. 2 2 3 -1/4 3 -1/8 4 3 -3/4 4 -3/4 (mm) (51) (51) (83) (79) (102) (95) (121) in. 4 5 4 6 6 8 5 6 8 6 8 8 I Min. member thickness ho,,, (mm) (102) (127) (102) (152) (152) (203) (127) (152) (203) (152) (203) (203) Critical edge distance cec in. 4 -3/8 3 -7/8 5 -1/2 4 -1/2 7 -1/2 6 7 8 -7/8 6 10 7 9 (mm) (111) (98) (140) (114) (191) (152) (178) (225) (152) (254) (178) (229) in. 2 -1/2 2 -7/8 2 -1/8 3 -1/4 2 -3/8 4 -1/4 4 c„,,,, (mm) (64) (73) (54) (83) (60) (108) (102) I Min. edge distance in. 5 5-3/4 5 -1/4 5-1/2 5 -1/2 10 8 -1/2 for s z (mm) (127) (146) (133) (140) (140) (254) (216) in. 2 -1/4 2 -7/8 2 2 -3/4 2 -3/8 5 4 I Min. anchor spacing s "'" (57) (57) (73) (51) (70) (60) (127) (102) for c z in. 3 -1/2 4 -1/2 3 -1/4 4 -1/8 4 -1/4 9 -1/2 7 (mm) (89) (114) (83) (105) (108) (241) (178) Min. hole depth in concrete ho in. 2 -5/8 2 -5/8 4 3 -7/8 4 -3/4 4 -5/8 5 -3/4 (mm) 92,000 (67) (67) (102) (98) (121) (117) (146) Min. specified yield strength f Ib /in 2 92,000 92,000 76,125 (N /mm) (634) (634) (634) (525) Min. specified ult. Strength f lb /in 115,000 115,000 115,000 101,500 (N /mm ) (793) (793) (793) (700) Effective tensile stress area Ass in' 2 (mm) 0.052 0.101 0.162 0.237 (33.6) (65.0) (104.6) (152.8) Steel strength in tension NS lb 5,968 11,554 17,880 24,055 (kN) (26.6) (51.7) (82.9) (107.0) Steel strength in shear VS lb 4,870 6,880 11,835 20,050 (kN) (21.7) (30.6) (52.6) (89.2) Pullout strength in tension, lb NA 2,735 NA NA NA seismic2 Nsers (kN) (12.2) I Steel strength in shear, lb 2,825 6,880 11,835 14,615 seismic VS e1$ (kN) (12.6) (30.6) (52.6) (65.0) I Pullout strength uncracked lb 2,630 5,760 12,040 concrete' Np,,, NA NA NA (kN) (11.7) (25.6) (53.6) Pullout strength cracked lb 2,340 3,180 5,840 8,110 I concrete' N NA NA NA (kN) (10.4) (14.1) (26.0) (36.1) Anchor category' 1 Effectiveness factor k,,,,,, uncracked concrete 24 I Effectiveness factor k cracked concrete 17 24 17 17 17 24 17 4��, = k c lk�,° 1.41 1.00 1.41 1.41 1.41 1.00 1.41 Strength reduction factor 0 for tension, steel 0.75 I failure modes' Strength reduction factor 0 for shear, steel failure 0.65 modes' L Strength reduction 0 factor for tension, concrete 0.65 failure modes, Condition B Coefficient for pryout strength, k„ 1.0 2.0 I Strength reduction 0 factor for shear, concrete 0.70 failure modes, Condition B For SI: 1 inch = 25.4 mm, 1 Ibf = 4.45 N, 1 psi = 0.006895 MPa For pound -inch units: 1 mm = 0.03937 inches See Fig. 2. 2 See Section 4.1.10 of this report. NA (not applicable) denotes that this value does not control for design. 'See Section 4.1.5 of this report. NA (not applicable) denotes that this value does not control for design. tee ACI 318 -05 Section D.4.4. I . 5 See ACI 318 -05 Section D.5.2.2. 'See ACI 318 -05 Section D.5.2.6. 'The KB -TZ is a ductile steel element as defined by ACI 318 Section D.1. "For use with the load combinations of ACI 318 -05 Section 9.2. Condition B applies where supplementary reinforcement in conformance with ACI 318 -05 Section 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 I associated with Condition A may be used. I Page 9 of 14 ESR -1917 • I• I ' Sdesign a 4 cdesign to If II C V - min a co Cmin at s 1111 - I II 11 Sdesign S min at C V1 VI h i hmin N I I I i C design edge distance c I v v F IGURE 4- INTERPOLATION OF MINIMUM EDGE DISTANCE AND ANCHOR SPACING TABLE 5 -MEAN AXIAL STIFFNESS VALUES p FOR KB -TZ CARBON AND STAINLESS STEEL ANCHORS IN NORMAL- WEIGHT CONCRETE (10 /in.)' I Concrete condition carbon steel KB -TZ, all diameters stainless steel KB -TZ, all diameters uncracked concrete 700 120 I • cracked concrete 500 90 'Mean values shown, actual stiffness may vary considerably depending on concrete strength, loading and geometry of application. I TABLE 6 -KB -TZ CARBON AND STAINLESS STEEL ALLOWABLE STATIC TENSION (ASD), NORMAL - WEIGHT I UNCRACKED CONCRETE, CONDITION B (pounds) Concrete Compressive Strength Nominal Embedment Anchor Depth her fc = 2,500 psi fc = 3,000 psi fc = 4,000 psi fc = 6,000 psi I Diameter (in.) Carbon Stainless Carbon Stainless Carbon Stainless Carbon Stainless steel steel steel steel steel steel steel steel 3/8 2 1,168 1,221 1,279 1,338 1,477 1,545 1,809 1,892 I 1!2 2 1,576 1,576 1,726 1,726 1,993 1,993 2,441 2,441 31/4 2,561 2,674 2,805 2,930 3,239 3,383 3,967 4,143 31/8 3,078 3,078 3,372 3,372 3,893 3,893 4,768 4,768 I 5/8 4 4,246 4,457 4,651 4,883 5,371 5,638 6,578 6,905 3/4 3 3/4 3,844 4,046 4,211 4,432 4,863 5,118 5,956 6,268 I 4 3/4 4,959 5,590 5,432 6,124 6,272 7,071 7,682 8,660 For SI: 1 Ibf = 4.45 N, 1 psi = 0.00689 MPa For pound -inch units: 1 mm = 0.03937 inches 'Values are for single anchors with no edge distance or spacing reduction. For other cases, calculation of Rd as per ACI 318 -05 and 1 conversion to ASD in accordance with Section 4.2.1 Eq. (5) of this report is required. 2 Values are for normal weight concrete. For sand - lightweight concrete, multiply values by 0.60. 3 Condition B applies where supplementary reinforcement in conformance with ACI 318 -05 Section D.4.4 is not provided, or where pullout or I . 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. I VataWii iNiam4 al)**77 Wi*Viii OW* al** W16460 limaii* I Page 10 of 14 ESR -1917 • I TABLE 7 -KB -TZ CARBON AND STAINLESS STEEL ALLOWABLE STATIC TENSION (ASD), NORMAL - WEIGHT CRACKED CONCRETE, CONDITION B (pounds)1'2' 3 Concrete Compressive Strength Nominal Embedment Anchor Depth hef fc = 2,500 psi fc = 3,000 psi fc = 4,000 psi fc = 6,000 psi Diameter (in.) Carbon Stainless Carbon Stainless Carbon Stainless Carbon Stainless steel steel steel steel steel steel steel steel 3/8 2 1,054 1,086 1,155 1,190 1,333 1,374 1,633 1,683 1/2 2 1,116 1,476 1,223 1,617 1,412 1,868 1,729 2,287 31/4 2,282 2,312 2,500 2,533 2,886 2,925 3,535 3,582 I 5/8 31/8 2,180 2,180 2,388 2,388 2,758 2,758 3,377 3,377 4 3,157 2,711 3,458 2,970 3,994 3,430 4,891 4,201 3/4 3 3/4 2,866 3,765 3,139 4,125 3,625 4,763 4,440 5,833 4 3/4 4,085 4,085 4,475 4,475 5,168 5,168 6,329 6,329 For SI: 1 lbf = 4.45 N, 1 psi = 0.00689 MPa For pound -inch units: 1 mm = 0.03937 inches I 'Values are for single anchors with no edge distance or spacing reduction. For other cases, calculation of Rd as per ACI 318 -05 and conversion to ASD in accordance with Section 4.2.1 Eq. (5) is required. 2 Values are for normal weight concrete. For sand - lightweight concrete, multiply values by 0.60. 3 Condition B applies where supplementary reinforcement in conformance with ACI 318 -05 Section 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 I associated with Condition A may be used. TABLE 8 -KB -TZ CARBON AND STAINLESS I STEEL ALLOWABLE STATIC SHEAR LOAD (ASD), (pounds) Nominal Allowable Steel Capacity, Static Shear Anchor Diameter Carbon Steel Stainless Steel 3/8 1,669 2,661 1 1/2 2,974 3,194 5/8 4,901 5,495 I 3/4 7 ,396 9,309 For SI: 1 lbf = 4.45 N 'Values are for single anchors with no edge distance or spacing reduction due to concrete failure. I I I I ' Page 11 of 14 ESR -1917 TABLE 9 -KB -TZ CARBON AND STAINLESS STEEL ALLOWABLE SEISMIC TENSION (ASD), NORMAL - WEIGHT I - CRACKED CONCRETE, CONDITION B (pounds)1'2' 3 Concrete Compressive Strength Nominal Embedment Anchor Depth he, f'c = 2,500 psi f c = 3,000 psi f c = 4,000 psi f'c = 6,000 psi Diameter (in.) Carbon Stainless Carbon Stainless Carbon Stainless Carbon Stainless steel steel steel steel steel steel steel steel I 3/8 2 1,006 1,037 1,102 1,136 1,273 1,312 1,559 1,651 1,607 1/2 2 1,065 1,212 1,167 1,328 1,348 1,533 1,878 31/4 2,178 2,207 2,386 2,418 2,755 2,792 3,375 3,419 I 5/8 31/8 2,081 2,081 2,280 2,280 2,632 2,632 3,224 3,224 4 3,014 2,588 3,301 2,835 3,812 3,274 4,669 4,010 3/4 3 3/4 2,736 3,594 2,997 3,937 3,460 4,546 4,238 5,568 4 3/4 3,900 3,900 4,272 4,272 4,933 4,933 6,042 6,042 For SI: 1 lbf = 4.45 N, 1 psi = 0.00689 MPa For pound -inch units: 1 mm = 0.03937 inches 'Values are for single anchors with no edge distance or spacing reduction. For other cases, calculation of Rd as per ACI 318 -05 and conversion to ASD in accordance with Section 4.2.1 Eq. (5) is required. I 2 Values are for normal weight concrete. For sand - lightweight concrete, multiply values by 0.60. 3 Condition B applies where supplementary reinforcement in conformance with ACI 318 -05 Section 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. I TABLE 10 -KB -TZ CARBON AND STAINLESS I STEEL ALLOWABLE SEISMIC SHEAR LOAD (ASD), (pounds) Nominal Allowable Steel Capacity, Seismic Shear I Anchor Diameter Carbon Steel Stainless Steel 3/8 999 1,252 I 1/2 2,839 3,049 5/8 4,678 5,245 3/4 6,313 6,477 I For SI: 1 Ibf = 4.45 N 'Values are for single anchors with no edge distance or spacing reduction due to concrete failure. I I I I 1 I I I Page 12 of 14 ESR -1917 • I TABLE 11 —KB -TZ CARBON STEEL ALLOWABLE TENSION AND SHEAR LOADS (ASD), INSTALLED INTO THE UNDERSIDE OF A STRUCTURAL SAND LIGHTWEIGHT CONCRETE OVER METAL DECK SLAB (pounds) NOMINAL EMBEDMENT TENSION TENSION SHEAR SHEAR ANCHOR DEPTH, hef SEISMIC' NONSEISMIC SEISMIC' NONSEISMIC I DIAMETER (inches) 3/8 2 709 743 944 989 1/2 t 2 f ! 709E 743 1,3301 1,393 I 1/2 3 -1/4 1,272 1,333 2,192 2,296 5/8 3 -1/8 971 1,017 2,039 2,136 5/8 4 2,255 2,362 2,677 2,804 For SI: 1 plf = 4.45 N, 1 inch =25.4 mm. 'Pullout strength values Np, are for anchors installed in structural sand lightweight concrete having a minimum 2,500 psi I compressive strength at the time of installation. See Table 3. The values listed in Table 11 have been calculated assuming a minimum 3,000 psi concrete compressive strength. The pullout strengths may be adjusted for other lightweight concrete compressive strengths in accordance with Section 4.1.5 using the following reduction equation: I Np,deck,fc = N,, deck f c (lb, psi)' 2,500 I Np,deck,fc = Np,deck I f� (N, MPa)* V 17.2 *This equation can be used for structural sand lightweight concrete compressive strengths between 2,500 psi and 4,000 psi (17 . MPa and 28 MPa). I 2 Minimum anchor spacing along the flute shall be the greater of 3.0h or 1.5 times the flute width in accordance with Section 4.1.4. 3 Anchors in the lower flute may be installed with a maximum 1 -inch offset in either direction. See Figure 5. 4 Allowable seismic tension and shear loads are calculated by multiplying Np,d and Vs,deck by the strength reduction 01) factor of I 0.65, the seismic reduction d) factor of 0.75 according to ACI 318 D3.3.3, and the dividing by an a of 1.1 in accordance with Section 4.2.1. 5 Aloowable nonseismic tension and shear loads are calculated by multiplying Np,deck and Vs,deck by the strength reduction 1 factor of 0.65 and dividing by an a of 1.4 in accordance with Section 4.2.1. Allowable nonseismic loads are calculated assuming the lightweight concrete over metal deck is cracked. I I I I 1 Page 13 of 14 ESR -1917 • I T 0 Da ib a N _ tij = p 1 MIN. 3,000 PSI NORMAL OR SAND - U it �_ LIGHTWEIGHT CONCRETE II z Z in 1 _ 1 -. UPPER A FLUTE X LU E g . 11;:.:..:; ::•. (VALLEY) MIN. 20 GAUGE • 1111 STEEL W -DECK MIN. 4 -1/2" I MIN. 4 -1/2" 1 MIN. 12" TYP. p I LOWER -PI 4 MAX. 1" I FLUTE (RIDGE) OFFSET, TYP. I FIGURE 5— INSTALLATION IN THE SOFFIT OF CONCRETE OVER METAL DECK FLOOR AND ROOF ASSEMBLIES I I I I I I I I I I I #age 14 of 14 ESR-1917 0 '4. I . Given: 2- 1/2-in. KB-TZ anchors under static A vr I Tallow A AN 1.5h tension load as shown. I I h = 3.25 in. Normal wt. concrete, f = 3,000 psi -- 1 .... ..- No supplementary reinforcing. .. .. i fr------" " Assume uncracked concrete. Condition B per ACI 318 D.4.4 c) 1 6" i -- s = 6 • Calculate the allowable tension load for '. ' this configuration. ; ..--.4.0-4.- . 1.5h 1.5h 1c4" I I <.;:,,Z,',.:(0„:::;;;;"; A-A R I Calculation per ACI 318-02 Appendix D and this report. Code eport Ref. Ref. Step 1. Calculate steel capacity: bN = 0 NV = 0.75 x 2 x 0.101 x 106,000 = 16,059Ib 0.5.1.2 Table 3 Check whether tt is not greater than 1.9f and 125,000 psi. D.4.4 a) I Step 3. Calculate concrete breakout strength of anchor in tension: § 4.1.4-2 ANC D.5.2.1 Ncbg = ec,NWed,NW c,NY i cp,NN b § 4.123 I 11 NCO Step 3a. Verify minimum member thickness, spacing and edge distance: D.8 Table 3 h = 6 in. s 6 in. .. ok 3 sm. 2.375, 5.75 Fig. 4 I2.375 = "75 - 5.75 = -3.0 3.5 - 2.375 For C = 4in 3.5, 2.375 i • 1 s„,,, = 5.75 - [(2.375 - 4.0)(-3.0)] = 0.875 < 2.375in < 6in ... ok 2.375 controls 0.875 , 4 Ginn Step 3b. For AN check 1.5h, = 1.5(3.25) = 4.88 in > c 3.0h„ = 3(3.25) = 9.75 in > s 0.5.2.1 Table 3 I Step 3c. Calculate Ank and AN for the anchorage: A = 9h = 9 x (3.25) = 95.1in D.5.2.1 Table 3 I AN = (1.5h + c)(3h„ + s) = [1.5 x (3.25) + 4][3 x (3.25) + 6] = 139.8 in < 2 . A ... ok Step 3d. Determine : wecN - e AT = 0 : . Wec,N = 1.0 D.5.2.4 - Step 3e. Calculate Nb: Nb = 17 .5 =17 x -r x 3.25' = 5,456 lb D.5.2.2 Table 3 I k uncr 1 he' Step 3f. Calculate modification factor for edge distance: w , N = 0.7 + 0.3 1.5( : .25) = 0.95 D.5.2.5 Table 3 I Step 3g. w =1.41 (uncracked concrete) D.5.2.6 Table 3 max c;1.5h Step 3h. Calculate modification factor for splitting: Ve = p,N check : '1 5 = 0.53; 1.5( = 0.65 I controls 1.5he 0.65 > 0.53 ... - - § 4.1.23 Table 3 cac I Step 3i. Calculate (1)/s/ : (1)/V 0.65 x 139.8 x 1.00 x 0.95 x 1.41 x 5,456 x 0.65 = 4,539 lb D.5.2.1 § 4.142 95.1 D.4.4 c) Table 3 Step 4. Check pullout strength: Per Table 3, OnNpn,rc = 0.65x2x5,515 lb 13,000 = 7,852 lb >4539 .. OK 0..5..3.2 § 4.1.35 I . 1 1 Table 3 Step 5. Controlling strength: 4:P/V = 4,539 lb < OnN < (DN ... (M controls 0.4.1.2 Table 3 Step 6. Convert value to ASD: T = 1' = 3,242 lb. - § 4.2 I - FIGURE 6-EXAMPLE CALCULATION I I �� TOLCO www.tolco.com c-,,, NIBCO Revision 5/27/2008 I. • Component of State of I Fig. 1000 - "Fast Clamp Sway Brace Attachment California OSHPDApproved Seismic Restraints System Size Range — Pipe size to be braced: 1" thru 6" Schedule 10 thru 40 IPS." Pipe size used for bracing: 1" and 1 Schedule 40 c 0 us LISTED PS. I * Additionally (UL) approved for use to brace Schedule 7 sprinkler pipe up to 4" (maximum horizontal design load ° 655 lbs.) Torque requirement 6 — 8 ft. lbs. �' I I Material — Carbon Steel Function — For bracing pipe against sway and seismic 1 1 disturbance. The pipe attachment component of a sway brace sys- , I tem: Fig. 1000 is used in conjunction with a TOLCO Fig. 900 Series Fitting and joined together with bracing pipe per 1 ` NFPA 13* or TOLCO OSHPD Approved Seismic Manual, , fj I 4 forming a complete sway brace assembly. r I Features — Field adjustable, making critical pre- engineering of —=~ j' J, J i bracing pipe unnecessary. Unique design requires no threading of , bracing pipe. Can be used as a component of a 4 -way riser brace. Can be used as longitudinal brace with Fig. 907. Comes assembled I and individually packaged with illustrated installation instructions — sizes are clearly marked. Steel leaf spring insert provided to �;- • assure installer and inspector necessary minimum torque has been t achieved. I Installation — The Fig. 1000 is the "braced pipe" attachment component of a lateral sway brace assembly. It is intended to be Maximum Design Load I combined with the "bracing pipe" and TOLCO structural attach 1" thru 4" pipe size — 2015 lbs. ment component, Fig. 980, 910 or 909 to form a complete bracing 6" size — 1265 lbs. assembly. Follow NFPA 13 and /or OSHPD guidelines. To Install — Place the Fig. 1000 over the pipe to be braced, insert I bracing pipe through opening leaving a minimum of 1" extension. FM Approved Design Loads* Brace pipe can be installed on top or bottom of pipe to be braced. 1 " - 2'h" - 600 lbs. Tighten hex nuts until leaf spring is flat. It is recommended that the 3" - 4" - 700 lbs. I brace angle be adjusted before hex nuts are fully tightened. Approvals — Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Approved by Factory Mutual Engineering (FM). I Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement informa- tion relating to OSHPD projects, please refer to the TOLCO Seismic I Restraint Systems Guidelines. Application Note — Position Fast Clamp and tighten two hex nuts until leaf spring flattens. A minimum of 1" pipe extension beyond I the Fig. 1000 is recommended. Finish — Plain Note — Available in Electro - Galvanized and HDG finish or Stainless Steel materials. I Order By — Order first by pipe size to be braced, followed by pipe size used for bracing, figure number and finish. Lateral Brace !, I TOLCO brand bracing components are desgined to be compatible ONLY with other TOLCO brand bracing components, resulting in a Listed I . seismic bracing assembly. DISCLAIMER — NIBCO does NOT warrant against the failure of TOLCO brand bracing components, in the instance that such TOLCO brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non -TOLCO brand bracing components have been, or are used. I OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH 951 737.5599 • FAX 951.737.0330 CUSTOMER SERVICE • 800 786.5266 I s www.tolco.com _ T OLCO . r. ab o NIBCO' Revision 5/27/2008 Fig. 4L c 0 us LISTED Longitudinal "In- Line" Sway Brace Attachment y MMOY[6 1 Size Range — 2 through 8" IPS. Material — Carbon Steel o+-r ......,,../e-<- I Function — For bracing pipe against sway and seismic disturbance. �� Approvals — Underwriter's Laboratories Listed in the USA (UL) and e i, 1 ' Canada (cUL) 2 - 8 ". Approved by Factory Mutual Engineering (FM), . I 2 - 8" pipe. Installation Instructions — The Fig. 4L is the "braced pipe" attachment component of a longitudinal sway brace assembly. It is intended to be D A I combined with the "bracing pipe" and TOLCO structural attachment component to form a complete bracing assembly. NFPA 13 and /or OSHPD guidelines should be followed. I To Install — Place the Fig. 4L over the pipe to be braced and tighten bolts. Then engage "bracing pipe" into jaw opening and tighten set bolt until hex head snaps off. Jaw attachment can pivot for adjustment to C \�. 1 proper brace angle. %J� I _ Finish — Plain Note — Available in Electro- Galvanized and HDG finish. I ' Order By — Figure number, pipe size and finish. I - IMF 4 40? I ; O0 4 -Way Riser Brace (Plan view) I Dimensions • Weights Max. Rec. * Max Rec. ° Sizes A C D S Bolt ize (cULus) (FM) Load Lbs. Load Lbs. Approx. I Longitudinal Brace 2 6 21/2 23/4 1/2 2015 3000 253 3 7 2 3 1/2 2015 1550 268 4 8 3 3 1/2 2015 1550 348 I 5 9 3 4% 1/2 2015 1450 380 6 11 5 5 1/2 2015 1450 640 8 13 611/16 61/ 1/2 2015 1450 728 * Load shown is allowable with brace installed, between 30° - 90 °. No reduction of load I - based on brace angle is required. FM approved when used with 1", 1 ", 1 or 2" Sch. 40 brace pipe. TOLCO® brand bracing components are designed to be compatible ONLY with other TOLCO® brand bracing components, resulting in a Listed seismic I bracing assembly. DISCLAIMER — NIBCO does NOT warrant against the failure of TOLCO® brand bracing components, in the instance that such TOLCO® brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO® brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non -TOLCO brand bracing components have been, or are used. I OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE • CORONA, CA 92879 • PH 951 737.5599 • FAX 951.737.0330 28 CUSTOMER SERVICE • 800.786.5266 I V OL O www.tolco.com a brand of NIBCO Revision 2/17/2006 I Fig. 980 - Universal Swivel Sway Brace Attachment c 0 US LISTED Size Range — One size fits bracing pipe 1" thru 2 ", TOLCO 12 gauge channel, and all structural Ca ffo m pofDSAtaptperoovf pproved steel up to 1/4" thick. Seismic Restraints System I Material — Carbon Steel NO Function — Multi functional attachment to structure or braced I pipe fitting. Features — This product's design incorporates a concentric attachment opening which is critical to the performance of I N I structural seismic connections. NFPA 13 (2002) Figure 1 9.3.5.9.1 indicates clearly that fastener table load values are based only on concentric loading. Mounts to any surface angle. Break off bolt head assures verification of proper I installation. A Installation — The Fig.980 is the structural or transitional attachment component of a longitudinal or lateral sway brace B I assembly. It is intended to be combined with the "bracing pipe" and TOLCO "braced pipe" attachment, Fig. 1000, 1001, 2002, 4L, 4A or 4B to form a complete bracing assembly. NFPA 13 and /or OSHPD guidelines should be followed. I - To Install — Place the Fig. 980 onto the "bracing pipe ". Tighten the set bolt until set bolt head breaks off. Attachment can pivot for adjustment to proper brace angle. . Approvals — Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Included in our Seismic I Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. I Note — The Fig. 980 Swivel Attachment and the Fig. 1001, Fig. 1000 , Fig. 2001 or Fig. 4A Pipe Clamp make up a sway brace system of UL Listed attachments and bracing materials which satisfies the requirements of Underwriters' Laboratories and the National Fire Protection Association (NFPA) I Finish — Plain Note — Available in Electro- Galvanized finish. Order By — Figure number and finish. I PATENT #6,273,372 - ,, I Dimensions • Weights,'; ( / * �`` A B 1 H* Max. Design Approx. � / ) - ! ) Load Lbs. Wt. /100 4 51/4 � /a 17132 2765 132 " Available with hole sizes to accommodate up to 3/4" fastener. Consult factory. I Lateral Brace I TOLCO® brand bracing components are desgined to be compatible ONLY with other TOLCO brand bracing components, resulting in a Listed I seismic bracing assembly. DISCLAIMER — NIBCO does NOT warrant against the failure of TOLCO brand bracing components, in the instance that such TOLCO brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non -TOLCO brand bracing components have been, or are used. t OFFICE /MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737,5599 • FAX. 951.737 0330 1563 CUSTOMER SERVICE • 800.786.5266