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TOLBraceTM Seismic Bracing Calculations V8.8.118 <br /> Contractor: Patriot Fire Protection Inc. <br /> Project Address: BP Everett 500'B' Address: 2707 70th Ave.E <br /> Tacoma,WA 98424 F�,1•IV <br /> • 5900 36TH AVE WEST Phone: (253)926-2290 <br /> EVERETT,WA 98203 Licence: <br /> Job#112357 Calculations based on 2016 NFPA Pamphlet#13 <br /> Brace Information TOLCOTM Brace Components <br /> Maximum Brace Length 7'0"(2.134 m) TOLCOTM Component Listed Load Adjusted Load <br /> Diameter of Brace 1" Fig.4L Clamp 2000 lbs(907 kg) 1732 lbs(785 kg) <br /> Fig.980-1/2"Universal SWiVE 2100 lbs(953 kg) 1818 lbs(825 kg) <br /> Type of Brace Sch.40 Fig.828Across 1/2"-7/8" Thi 1370 lbs(621 kg) 1186 lbs(538 kg) <br /> 60°Min. *Calculation Based on CONCENTRIC Loading <br /> Angle of Brace `Please Note:These calculations are for TOLCOT""components only.Use of any <br /> other components voids these calculations and the listing of the assembly. <br /> Least Rad.of Gyration 0.42"(11 mm) <br /> Seismic Brace Assembly Detail <br /> L/R Value 200 <br /> Max Horizontal Load 1604 lbs(728 kg) 4 <br /> si 1 <br /> TCLCO FIG.828—ter.,--, <br /> Fastener Information { "� <br /> BF!, EPIPE--. <br /> Orientation to Connecting Surface NFPA Type F <br /> Fastener <br /> ype Fig.828 Across 1/2"-7/8" Thick Fl .,-� <br /> iameter N/A —TCLCC FIG.'IL <br /> Length N/A a)v <br /> Maximum Load 1370 lbs(621 kg) <br /> Brace Identification on Plans SB-10 <br /> Prying Factor N/A Brace Type Lateral[ ] Longitudinal[X] 4-Way[ ] <br /> Sprinkler System Load Calculation (Fpw=CpWp) <br /> Cp= 0.6452 <br /> Diameter Type Length Total Length Weight Per Unit Length Total Weight <br /> 4"(100 mm) Sch. 10 60 ft(18.3 m) 60 ft(18.3 m) 11.78 lb/ft(17.53 kg/m) 707 lbs(321 kg) <br /> Subtotal Weight 707 lbs(321 kg) <br /> Wp(incl. 15%) 813 lbs(369 kg) <br /> Main Size Type/Sch. Spacing(ft) 1 Total(Fpw) 525 lbs(238 kg) <br /> 4' Sch.10 60 Maximum Fpw per 9.3.5.5.2(if applicable) N/A <br /> grace'Version 8} Use of TOLBraceTM is subject to terms and conditions per the end user license agreement <br />