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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 /> XeN <br /> Ravensdale,WA 98051 A <br /> 1001 N Broadway Phone: 206.819.9491 Pinvsriag8slsrn�sslNorktw�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'a' (2.134 m TOLCOTm Component Listed Load Adjusted Load <br /> Diameter of Brace 1" _ ry Fig. 1001 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 T <br /> `Please Note:These calculations are for TOLCO 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 /> UR Value 200 Seismic Brace Assembly Detail <br /> Max Horizontal Load 1310 lbs 594 k <br /> TOLCO Fig 828 <br /> Fastener Information TOLCO Fig 980 11 <br /> Orientation to Connecting Surface NF�pe B <br /> Fastener <br /> Type Fig.828 Across Beam _ �;� 0 <br /> Diameter r + <br /> N/A � r• <br /> Length N/A <br /> TOLCO Fig 1001 <br /> Maximum Load 1425 lbs (646 kg) <br /> Brace Identification on Plans 4"Lateral Brace <br /> Prying Factor NIA Brace Type Lateral[X] Longitudinal[ ] 4-way[ ] <br /> Sprinkler System Load Calculation (Fpw= CpWp) <br /> CP c 0.5936 <br /> Diameter Type Length Total Length Weight Per Unit Length Total Weight <br /> 4"(100 mm) Sch. 10 30 ft(9.1 m) 30 ft(9.1 m) 11.78 lb/ft(17.53 kg/m) 353 lbs,(160 kg) <br /> Subtotal Weight 353 lbs(160 kg) <br /> Wp(incl. 15%) 406 lbs(184 kg) <br /> Main Size Type/Sch. Spacing(ft) Total(Fpw) 241 lbs(109 kg) <br /> 4" son.10 30 Maximum Fpw per 9.3.5.5.2(if applicable) 1071 lb(485 kg) <br /> {TOLBracel Version 81 Use of TOLBraceT"is subject to terms and conditions per the end user license agreement <br />