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TOLBraceTM Seismic Bracing Calculations V8,8.118 <br /> Contractor: Viking Automatic Sprinkler C <br /> Project Address: 40 56 SPARS ......._.......,.,_...._„ Address: 3434 1st Ave S. <br /> r <br /> Seattle,WA 98134 <br /> 3003 West Casino Rd. ftwfing8YVnessWardsvife <br /> _._...._ _._-...___.._._-...._.__...._....__._.. .._.._.__.._..-- Phone: (206)622-4656 <br /> Everett,WA Licence: VIKINAS373NT <br /> 1. <br /> Job# Calculations based on 2019 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 1200 lbs(544 kg) 1200 lbs(544 kg) <br /> Fig.980-1/2"Universal SwivE 2790 lbs(1266 kg) 2790 lbs(1266 kg) <br /> Type of Brace Sch•40 _ „__......._.._._...__..-___.__...__...._._ Fig.828 Across 1/2"-7/8" Thi 2200 lbs(998 kg) 2200 lbs(997 kg) <br /> 45°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 tl'Im) __...._..._.._.....__._.__..._.__._......__ <br /> Seismic Brace Assembly Detail <br /> UR Value 200 <br /> Max horizontal Load 1310 lbs(594 kg) _ a <br /> Other Requirements -FM Approved Loads TOLCO FIG.828 <br /> Fastener Information ° <br /> BRACE PIPE <br /> Orientation to Connecting Surface NFPA Type B _ <br /> Fastener TOLCO FIG.980 <br /> Type Fig.828 Across 1/2"-7/8" Thick Fl <br /> Diameter N/A TOLCO FIG,4L <br /> Length NIA <br /> ------- - ...__......__........_....._....---.-.._..._.._._..... <br /> . <br /> Maximum Load 2200 Ibs 998 k <br /> Brace Identification on Plans bin Longitudinal Brace <br /> Prying Factor N/A Brace Type Lateral[ ] Longitudinal[XI 4-Way[ j <br /> Sprinkler System Load Calculation (Fpw=CpWp) <br /> C = 0.9 <br /> -------._-_----..._..- <br /> Diameter Type Length Total Length Weight Per Unit Length Total Weight <br /> f 6"(150 mm) Sch. 10 25 ft(7.6 m) 25 ft(7.6 m) 23.03 lb/ft(34.27 kg/m) 576 lbs(261 kg) <br /> i <br /> I <br />( Subtotal Weight 576 lbs(261 kg) <br /> Wp(incl. 15%) 662 lbs(300 kg) <br /> Main Size Type/Sch. Spacing(ft) Total(Fpw) 596 lbs(270 kg) <br /> s" Sch.10 25 Maximum Fpw per 18.5.5.2(if applicable) N/A <br /> fTOLBraceTM Version 8) Use of TOLBraceTM Is subject to terms and conditions per the end user license agreement <br />