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TOLBraceTM Seismic Bracing Calculations V8.8.118 <br /> Contractor: Viking Automatic Sprinkler C <br /> Project Address: 40-58 SPARS — _ _ .T Address: 3434 1st Ave S. <br /> e <br /> Seattle,WA 98134 Fair N <br /> 3003 West ft wing Rd. wingRosinesswol w,°de <br /> _.. . Phone: (206)622-4656 <br /> Everett,WA Licence: VIKINAS373NT <br /> .fob# Calculations based on 2019 NFPA Pamphlet#13 <br /> Brace Information TOLCO TM Brace Components <br /> Maximum Brace Length T_0'(2.134 m)__ TOLCOTM Component Listed Load Adjusted Load <br /> Diameter of Brace Fig.4L Clamp 650 Ibs(295 kg) 650 Ibs(295 kg) <br /> Fig.980-1/2"Universal SWIVE 2790lbs(1266 kg) 2790 lbs(1266 kg) <br /> Type of Brace Sch_4fl..___.__._.__. .__.�.._.__._ ___.—........ Fi 828 Along 1/2"-7/8" Thic 1270 tbs 576 k 1270 lbs 576 k <br /> Yp 9• 9 { 9) { 9) <br /> Angle of Brace ° *Calculation Based on CONCENTRIC Loading <br /> 9 45 Min •Please Note:These calculations are forTOLCOT'"components only.Use of an <br /> p Y Y <br /> other components voids these calculations and the listing of the assembly. <br /> y <br /> Least Rad.of Gyration 0.42"(11 mm) _ _.__.. -__.. <br /> Seismic Brace Assembly Detail <br /> UR Value 200 <br /> Max Horizontal Load 1310 Ibs(594 kg) ___._._......._.......... ......._.... <br /> Other Requirements -FM Approved Loads TOLCO FIG.828 <br /> 0 <br /> Fastener Information BRACE PIPE <br /> Orientation to Connecting Surface NFPA Type S <br /> TOLCO FIG.980 <br /> Fastener <br /> E <br /> Type F19.i828Along 1/2"_7/8" Thick Fla <br /> Diameter _ . _ .. <br /> NIA TOLCO FIG.4L <br /> Length N/A Z <br /> 6 <br /> Maximum Load 1270 Ibs.(57 <br /> _.__..._...__... .. 6 k <br /> _.g)......__.._. _...._.._...._.._...._ <br />[ <br /> e <br /> Brace Identification on Plans 4in Longitudinal Brace <br /> Prying Factor NIA.. Brace Type Lateral[ ) Longitudinal(X) 4-Way[ 1 <br /> i <br /> Sprinkler System Load Calculation (Fpw= CpWp) <br /> 0.9 <br /> G' Diameter Type Length Total Length Weight Per Unit Length Total Weight <br /> 4"(100 mm) Sch. 10 50 ft(15.2 m) 50 ft(15.2 m) 111.78 lb/ft(17.53 kg/m) 589 Ibs(267 kg) <br /> K <br /> l` <br /> t <br /> F <br /> is <br /> I <br /> I' <br />!'. Subtotal Weight 5B9 Ibs(267 kg) <br /> i <br /> Wp(incl. 15%) 677 Ibs(307 kg) <br /> F <br /> Main Size Type/Sch. Spacing(ft) Total(Fpw) 610 Ibs(277 kg) <br /> r <br /> 4" scn.lo so Maximum Fpw per 18.5.5.2(if applicable) N/A <br /> I <br /> tTOLBraceTM Version 81 Use of TOLBraceTM Is subject to terms and conditions per the end user license agreement <br /> r <br /> 3 <br />{1 <br /> t <br />