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TOLBraceTM Seismic Bracing Calculations <br /> Contractor: HF Design Group <br /> Project Address: ECC Learning Resource Center Address: 30323 SE 273rd PL <br /> Ravensdale,WA 98051 <br /> 1001 N Broadwa Phone: 206.819.9491 Powgring Pimhm wofidvta'e <br /> Everett, WA 98201 Licence: <br /> Job# Calculations based on 2016 NFPA Pamphlet#13 <br /> Brace Information TOLCOTm Brace Components <br /> Maximum Brace Length 7' o" (2.134 m TOLCOTM Component Listed Load Adjusted Load <br /> Diameter of Brace 1" Fig.4L Clamp 2015 Ibs(914 kg) 1425 Ibs(646 kg) <br /> Fig.980 Universal Swivel 2015 Ibs(914 kg) 1425 Ibs(646 kg) <br /> Type of Brace Sch.40 _ _ See Fastener Information <br /> Angle of Brace 45'Min. *Calculation Based on CONCENTRIC Loading <br /> *Please Note:These calculations are for TOLCOTm components only.Use of any <br /> Least Rad.of Gyration mm <br /> other components voids these calculations and the listing of the assembly. <br /> 0.42 (11 ) <br /> L/RValue 200 Seismic Brace Assembly Detail <br /> TOLCO FIG. 98 <br /> Max Horizontal Load 1310 Ibs(594 k9) _ UNIVERSAL SWAY BRACE <br /> ATTACHMENT f O <br /> Fastener Information STEEL FIRE <br /> Orientation to Connecting Surface NFPA Type B <br /> Fastener <br /> Type OE PIP CLAMP FOR _ <br /> Diameter 1/2in. SWAY BRACING <br /> Length 3 5/8in. <br /> Maximum Load 460lbs (209 kg) ____ ------ <br /> Brace Identification on Plans 3"Longitudinal Brace-C <br /> Prying Factor 1.156 Brace Type Lateral[ ] Longitudinal[X] 4-Way[ ] <br /> Sprinkler System Load Calculation (Fpw= CpWp) <br /> CP= 0.5936 <br /> Diameter Type Length Total Length Weight Per Unit Length Total Weight <br /> 3"(80 mm) Sch_ 10 180 ft(24.4 m) 180 ft(24.4 m) 17.94 lb/ft(11.82 kg/m) 635 Ibs(288 kg) <br /> Subtotal Weight 635 Ibs(288 kg) <br /> Wp(incl. 15%) 730 Ibs(331 kg) <br /> Main Size Type/Sch. Spacing(ft) Total(Fpw) 433 Ibs(197 kg) <br /> 3" sch.10 so Maximum Fpw per 9.3.5.5.2(if applicable) N/A <br /> {TOLBraceTM Version 81 Use of TOLBraceT"is subject to terns and conditions per the end user license agreement <br />