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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 <br /> 110 5900 36TH AVE WEST Phone: (253)926-2290 Powering 614511455 VYorigivviag <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. 1001 Clamp 2015 lbs(914 kg) 1745 lbs(791 kg) <br /> Fig.980-1/2"Universal Swive 2100 lbs(953 kg) 1818 lbs(825 kg) <br /> Type of Brace Sch.40 See Fastener Information <br /> 60°Min. *Calculation Based on CONCENTRIC Loading <br /> Angle of Brace *Please Note:These calculations are for TOLCOM 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) <br /> Fastener Information • <br /> \—CONCRETE <br /> �� <br /> 3 <br /> BRACE TT*CWWNT /YL1tlR <br /> Orientation to Connecting Surface NFPA Type C ,rr <br /> sirtt PRI <br /> Fastener <br /> Ype KB-TZ j 11 <br /> Wiameter 1/2 <br /> Length 3.25 <br /> Maximum Load 1021 lbs(463 kg) <br /> Brace Identification on Plans SB-11 RISER <br /> Prying Factor Brace Type Lateral[ ] Longitudinal[ ] 4-Way[X] <br /> Sprinkler System Load Calculation (Fpw=CpWp) <br /> Cp= 0.6452 <br /> Diameter Type Length Total Length Weight Per Unit Length Total Weight <br /> 8"(200 mm) Sch. 10 25 ft(7.6 m) 25 ft(7.6 m) 40.08 lb/ft(59.65 kg/m) 1002 lbs(455 kg) <br /> Subtotal Weight 1002 lbs(455 kg) <br /> Wp(incl. 15%) 1152 lbs(523 kg) <br /> Main Size Type/Sch. Spacing(ft) I Total(Fpw) 743 lbs(337 kg) <br /> 8" Sch.10 25 Maximum Fpw per 9.3.5.5.2(if applicable) N/A <br /> •race <br /> TM'Version 8} Use of TOLBrace"Is subject to terms and conditions per the end user license agreement <br />