8407 BROADWAY SECURE SPACE STORAGE 2026-01-02

Structural Brace Attachment Fig. AF087 FIG. AF087 cULus Listing per ANSI/UL203a (ASD) Structure Load Orientation Flange Thickness Horizontial Steel Parallel to Flange and Flange and 0,1875-0.500 in Vertical Steel Perpendicular (475-12,70 man) Flange to Flange Swivel Horizontal Load Rating at Brace Angle 30°-44° 45°-59° 60°-90° Listed AF076 685Ito 968lbf 1186Ito 1370Ito (3,05 kN) (431 kN) (5,28 kN) (6,09 kN) AF075 477 Ito 6741bf 825 Ito 954 Ito AF077 (2,12 kN) (3,00 kN) (3,67 kN) (424 kN) 1) Listed for into Ila[ion with Fig .AF075,AF076,andAF077.The lowest toad 2ting at angle sha ttcon tro I the load rating oft he assembly. 2) Brace Angles are determined from Vertical 3) Listed load ratings reduced for angle ranges in accordance withNFPA13-2019 Table 18523. 4) Minimum safety factor of 22 in accordance with NFPA 13-2019 Section A 18523. FIG. AF087 ccULus Listing per ILL 203a (ASD) for NFPA 13-2016 Editions or Earlier Structure Load Orientation Flange Thickness Horizontal Load Rating at Brace Angle 30°44° 45°-59° 60°-90° Listed Horizontial Steel Parallel to Flange Flange and 0,1875-0.500 in 700Ibf 990Ibf 1212Ito 1400Ibf and Perpendicular Vertical Steel to Flange (475-12,70 man) (3,11 kN) (440 kN) (5,39 kN) (6,23 kN) Flange 1) Listed for into Ipotion with Fig .AF075,AF076,andAF077. The lowest load rating at angle sha ikon tro I the load rating of the assembly. 2) Brace Angles are determined from Vertical 3) Listed loadratings reduced for angle ranges in accordance with NFPA 13-2016 Table 93523. 4) Minimum safety factor oft 5 in accordance with NFPA 13-2016 Section A 93523. 5) The AF087 is not For Approved to attach to a Horizontal Steel Range. For an For Approved solution for attaching 9 sway brace to a horizontal steel flange (1-beam) use the Fig. AF720 or Fig. AF778. FIG. AF087 FM Approved (Listing) per FM 1950-13 (ASD) Horizontal Load Rating at Brace Angle Structure Load Orientation Flange Thickness 30°44° 45°-59° 60°-74° 75°-90° Parallel to Flange 1270lbf 1740Ibf 2140Ibf 2380Ito Vertical Steel 0,125-0.500 in (5,65 kN) (7,74kN) (9,52 kN) (10,59 kN) Flange Perpendicularto (6,35-31,75 man) 1150lbf 1630Ito 3230Ito 3610Ito Flange (5,12 kN) (7,25 kN) (1437 kN) (16,06 kN) 1) Listed for installation with Fig. AF075, AF076, orAF077. 2) Brace Angles are determined from Vertical 3) Minimum safety factor oft 5 in accordance with NFPA 13-2016 Section A 93523. To convert the load ratings above to a safety factor of 22 per N FPA 13-2019 Section A18 523, multiply load ratings by a factor off 68. 4) To convert to LRFD Load Ratings, ASD Load Ratings may be multiplied by factorof] 5. Installation 1 Place the AF087 on a horizontal or vertical stee l flange 2 Hand tighten the set screws until they contact the flange. Continue to torque the set screws until the heads break off. 3 Mount the AF075,AF076, or AF077 to the Y2"mounting bolt. The mounting be It shot[ be InstaLLed wrench tight(typlcalLy trngertight plusY4 to Yatums) V,ASX- Engineered Solutions rig. Horizontal Steel Range Seismic Load Parallel to Range Fig. AF087 Fig. AF076 Pipe Horizontal Steel Range Seismic Load Perpendicular to Range o O O O Fig. AF08 Brace Pipe Fig. AFC76 Vertical Steel Range Seismic Load Parallel to Range Fig. AI Vertical Steel Range Seismic Load Perpendicular to Range jn f1' O asc-es.com Building connections that Last- 55-01.22 page 2 SS-SUB-AF087 v0220220113