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TOLBraceTM Seismic Bracing Calculations <br /> Contractor: HF Design Group <br /> Project Address: ECC Learning Resource Center mm Address: 30323 SE 273rd PL <br /> Ravensdale,WA 98051 <br /> 1001 N Broadwa phone: 206.819.9491 p4mmggumessftAe de <br /> Everett, WA 98201 Licence: <br /> Job# Calculations based on 2016 NFPA Pamphlet#13 <br /> Brace Information TOLCO TM Brace Components <br /> Maximum Brace Length T 0" (1134 m) TOLCOTm Component Listed Load Adjusted Load <br /> Diameter of Brace V, Fig.4L Clamp 2015 lbs(914 kg) 1425 lbs(646 kg) <br /> Fig.980 Universal Swivel 2015 lbs(914 kg) 1425 lbs(646 kg) <br /> Type of Brace Sch.40 Fig.828 Across Beam 2015 lbs(914 kg) 1425 lbs(646 kg) <br /> Angle of Brace 45°Min. "Calculation Based on CONCENTRIC Loading <br /> "Please Note:These calculations are for TOLCO Tm components only.Use of any <br /> Least Rad.of Gyration 0.42" (11 mm) other components voids these calculations and the listing of the assembly. <br /> LIR Value 200 Seismic Brace Assembly Detail <br /> � <br /> Max Horizontal Load 1310 lbs 594 k TOLCO Fig 828- j <br /> r <br /> TOLCO Fig 980 <br /> Fastener Information <br /> 0 <br /> Orientation to Connecting Surface NFPA Type B <br /> Fastener <br /> Type Fig.828 Across Beam <br /> Diameter N/A TOLCO Fig 4L. <br /> Length N/A <br /> Maximum Load 1425 lbs(646 kg) <br /> Brace Identification on Plans 4"Longitudinal Brace <br /> Prying Factor N/A Brace Type Lateral[ ] Longitudinal[X] 4-Way[ j <br /> Sprinkler System Load Calculation (Fpw= CpWp) <br /> CP = 0.5936 <br /> Diameter Type Length Total Length Weight Per Unit Length Total Weight <br /> 4"(100 mm) Sch. 10 40 ft(12.2 m) 140 ft(12.2 m) 11.78 Ib/ft(17.53 kg/m) 471 lbs(214 kg) <br /> Subtotal Weight 471 lbs(214 kg) <br /> Wp(incl. 15%) 542 lbs(246 kg) <br /> Main Size TypelSch. Spacing(ft) Total(Fpw) 322 lbs(146 kg) <br /> 4" Sch.10 40 Maximum Fpw per 9.3.5.5.2(if applicable) N/A <br /> =I-Sracel Version 81 Use of TOLBracen"is subject to terms and conditions per the end user license agreement <br />