3003 W CASINO RD BLDG 40-58 2025-09-29

i Seismic Bracing TOLCO" Fig. 4LA - In-Litre Sway Brace Attachment (FM Approved) j Size Range: 1"(25mm)through 12'(3oomm)IPS. OPM FM i Material: Steel APPROVED Function: For bracing pipe against sway and seismic disturbance. Approvals: Approved by Factory Mutual Engineering(FM), 1'(25mml F through 12"(300mm)pipe. For UL Listed information refer to UL Listed page 76. k - Included in our Seismic Engineering Guidelines approved by the State of p California Office of Statewide Health Planning and Development(OSHPD). A For additional load, spacing and placement information relating to OSHP13 { . j projects, please refer to our Seismic Engineering Guidelines, OPM-0052-13. c Installation Instructions: Fig.4LA can be used as the system attachment component of a longitudinal or lateral brace assembly. It is intended to be 4LA-1 thru 4LA-4 combined with the"bracing member'and TOLCO transitional attachment and structural attachment to form a complete bracing assembly. For fire ` sprinkler applications NFPA 13 guidelines should be followed. :- To Install: Place the Fig.4LA pipe clamp component over the pipe to be braced and tighten down the break-off nuts until the hex head portion { breaks off to verify correct installation torque.Next engage brace member (pipe or strut) with jaw component and tighten break-off head bolt until the hex head breaks off to verify correct installation torque. Pivot jawi': B A for correct angle and attach to structure using TOLCO brand transitional attachment and structural attachment. _ Finish: Plain or Electra-Galvanized.Contact customer service for ; alternative finishes and materials. a Order By: Figure number,pipe size and finish. c 4LA-6 Aru 4LA-12 Pipe FM Max.Rec.Load Approx. Longitudinal&Lateral** Part Size A C D Bolt Size 30"-44° 45°-59° 60"-74° 75"-90° W000 No. in. (mm) in. (mm) in. (nm11 in. (rnm) lbs. (M) lbs. IkN) lbs. NN► lbs. (kN) lbs. (kg) 4LA:=1 {'. (251 .::.319/3f: (91.2} 1$lls° :(33.5} :: 15hfi°:{33.5) :3/8 16. :::680 13,02J°. : 970 f431) :.119015.291 ° 1320 (5.671 ::.119.'(54.0) 4LA-1 1/4 11/4"132) 329/32" 199.3) 13/8" (35.31 13/8' (35.3) 3/8%16 680 (3.02) 970 (4.31) 1190 (5.29) 1320 (5.87) 123 (55.8) ...... ................... 4LA'1A:,:..:1../2...(Qa1:::...::4.132.,A105.7)::.:....1.:I7....:136.5],:....:.]../z:.::{3..8,5)........:/8:.:16...:: 680'r{3,021:::' 970..`[4.31).'::::1190.:5.29 :`:1320.`5.87 :. 57.6 4LA-2 2" (50) 511/at (135.6) 21/32° (51.9) 21/W 151.9) 3/8%16 680 (3.02) 970 14.31) 1190 (5.291 1320 (5.87) 142 (64A) LA I2 2.l2.I65) 5.I32 .1t48,7)....2./16..(58.5)....2./t6..(58,5}'.. ..,/8..16.<':. 680:(3.02I.;:::970.{4.31) '`1190 {5.29}:::Im {5.87).': s :173'.I78.5) 4LA-3 3' (80) 61/2' (164.9) 25/a' (66.6) 25/s' 166.6) 3/8"-16 680 (3.02) 970 14.31) 1190 (5.29) 1320 (5.87) 187 (84.8) 1 `::::: 1 7 '.::: 7 `:3 ALA- 970 7.40T::{te$.I)-....2/8 ..(731).....2./8 ..f73.11........./6 .16._.:.'680 {3.02) <'970 14.31) 7190 {5.29):. 1320 {5.87) 198 4LA-4 4' (100) 713/32" (190.8) 31/8" (79.5) 31/8 (79.5) 3/8-16 680 (3.02) 970 (4.31) 1190 (5.29) 1320 15.87) 209 {94.8) i15.9 ; :::t z•-13': :1620 7.20 (. . ) l....1... 1. ..l. ...(.....1 1. ( } Note Note 3 Note 5 521 (236.3) 4LA-8 8' (200) 1213/16"(325.51 59/W 1143.7) 521/32"(143.7) 1/2'-13 1620 (7.20) Note 2 Note 4 Note 6 629 (285.3) 4LA40.::.. .10":{250) 161/2`::{4t9.1) 71/4°:It84s1 .. 71/4':{184.2) . :t/2'-13,:.162017.20) Note2 Nate.4 Note6 1320.(598,7) 4LA-12 12" (300) 181/2" (469.9) 81/4' (209.6) 81/4" (209.6) 1/z°-13 1620 (7.20) Note 2 Note 4 Note 6 1496 (678.61 ** Longitudinal and Lateral Loads are the same except where noted in chart. Brace - Note!: Longitudinal Load 2260 lbs. (10.05kN) - Lateral Load 2300 lbs.(10.23kN) � Brace Note 2. Longitudinal Load 1660 lbs.17.38kN) - Lateral Load 2300 lbs. (10.23kN) Longitudinal Fig. Note3: Longitudinal Load 2010 lbs.18.94kN1 - Lateral Load 2820 lbs. (12.54kN) Brace g Fig.98o Note 4: Longitudinal Load 1570 lbs.(6.9BkN) - Lateral Load 2820 lbs. (12.54kN) _ o_ _ _ Fig.4LA -erg Note 5: Longitudinal Load 2220 lbs. (9.87kN) - Lateral Load 3140 lbs. (13.96kN) ! Fig.4LA Note 6: Longitudinal Load 1740 lbs. (7.741<1\11 - Lateral Load 3140lbs. 03.961<N) 7 j ! Lateral Brace Eaton's 8-Line series seismic bracing components are designed to be compatible only with other B-Line series bracing components, resulting in a listed seismic bracing assembly.Eaton B-Line Division warranty for seismic bracing components will be the warranty provided in Eaton B-Line Division standard terms and conditions of sale made available by Eaton, except that, in addition to the other exclusions from Eaton B-Line Division warranty, Eaton makes no warranty relating to B-Line series seismic bracing components that are combined with products not provided by Eaton. All dimensions in charts and on drawings are In inches.Dimensions shown in parentheses are in millimeters unless otherwise specified. _. _._.. _.. ...... . ... ..........._..................._......_._..........._..........__....... .. ............._...._.......... _......._.._..._...................... . ... . ............_._............._..._...._.............. ................................... . ...... B-Line series Eire Protection Solutions 77 Eaton