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AFCONO <br /> Seismic Braces <br /> Engineered Solutions <br /> Longitudinal & Lateral Seismic Clamp <br /> Fig.AF775 <br /> FIG.AF775 cULus Listing per ANSI/UL 203a(ASD) <br /> Service Pipe Size Service Pipe Longitudinal&Lateral Horizontal Load Rating at Brace Angle <br /> tc <br /> kk:p <br /> 30°-44° 45°-59° 60°-90° Listed <br /> 21/2" Sch.10 <br /> Sch.40 <br /> 3"(DN80) Sch.10 3401bf 480 Ibf 588 Ibf 680 Ibf <br /> Sch.40 (1.65 kN) (2.14 kN) (2.62 kN) (3.02 kN) <br /> 4"(DN100) Metric Pipe <br /> 5 Sch.10 5451bf 770lbf 943lbf 1090lbf <br /> 6„ Sch.40 (2.42 kN) (3.43 kN) (4.2kN) (4.85 kN) Longitudinal Application <br /> 8„ 0.188"Wall 6851bf 968 Ibf 1186 Ibf 1370 Ibf <br /> Sch.40 (3.05 kN) (4.31 kN) (5.28kN) (6.09kN) <br /> 2) Sch.10 Load Ratings may be used for any thicker wall pipe of the same diameter. <br /> 3) Listed load ratings reduced for angle ranges in accordance with NFPA 13-2019 Table 18.5.2.3. <br /> 4) Load Ratings reflect 1"(DN25)-11/4"(DN32)brace members.See table below for listed brace members. <br /> 5) Minimum safety factor of 2.2 in accordance with NFPA 13-2019 Section A.18.5.2.3. <br /> FIG.AF775 cULus Listing per UL 203a(ASD)for NFPA 13-2016 Editions or Earlier <br /> UL's current Listings are predicated on installation in accordance with the latest edition of NFPA 73.The 2016 and <br /> earlier editions of NFPA 13 referenced a minimum safety factor of 7.5 for the load rating as compared to 2.2 for the <br /> current edition.The load ratings noted in this table are consistent with the historical cULus Listings that were evaluated <br /> to the requirements of UL 203A,Outline of Investigation for Sway Brace Devices for Fire Sprinkler System Piping,based <br /> upon a minimum safety factor of 1.5 in accordance with the earlier editions of NFPA 73.The load ratings based upon <br /> the 2076 or earlier editions of NFPA 73 should only be used where approved by the Authority HavingJurisdiction(AHJ). Lateral Ap p llcatlo n <br /> Service Pipe Size Service Pipe <br /> Longitudinal&Lateral Horizontal Load Rating at Brace Angle <br /> O <br /> 30°-44° 45°-59° 60°-90° Listed <br /> 21/2" Sch.10 <br /> Sch.40 <br /> DN65 Metric Pipe <br /> SOOIbf 7071bf 8651bf 10001bf <br /> 3"(DN80) (1.65 kN) (3.15 kN) (3.85 kN) (4.45 kN) <br /> Sch.10 <br /> Sch.40 <br /> 4"(DN100) Metric Pipe <br /> DN125 Sch.10 <br /> Sch.40 <br /> 5" Sch.10 <br /> Sch.40 8001bf 1131IV 1385lbf 1600lbf <br /> DN150 Metric Pipe (3.56 kN) (5.03 kN) (6.16 kN) (7.12 kN) <br /> 6„ Sch.10 Riser Application <br /> Sch.40 <br /> DN200 Metric Pipe <br /> 10071bf 14251bf 17441bf 20151bf <br /> 0.188"Wall (4.48 kN) (6.34 kN) (7.76 kN) (8.96 kN) <br /> 8 Sch.40 <br /> 1) Brace Angles are determined from Vertical. ®© <br /> 2) Sch.10 Load Ratings may be used for any thicker wall pipe of the same diameter. <br /> 3) Listed load ratings reduced for angle ranges in accordance with NFPA 13-2019 Table 18.5.2.3. <br /> 4) Load Ratings reflect 1"(DN25)-1Yd"(DN32)brace members.See table below for listed brace members. asc-es.com <br /> 5) Minimum safety factor of 2.2 in accordance with NFPA 13-2019 Section A.18.5.2.3 <br /> Building connections that last" <br /> SS-03.22 page 2 SS-SUB-AF775-v0320220408 <br />