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TOLBraceTM Seismic Bracing Calculations V8.8.178 <br /> Contractor: Viking Automatic Sprinkler C <br /> Project Address: 40-58 SPARS Address: 34341stAve S. <br /> Seattle,WA 98134 <br /> 3003 West Casino Rd. Pawaringt3nsnessWnrkhvtde <br /> --_._._.--..__....... ......._ .1._....._._._..�r.._._......._ Phone: (206)622.4656 <br /> Everett,WA Licence: VIKINAS373NT <br /> Job# Calculations based on 2019 NFPA Pamphlet#13 <br /> Brace Information TOLCOTM Brace Components <br /> Maximum Brace Length TO" 2.134 m TOLC07M Component Listed Load Adjusted Load <br /> Diameter of Brace 1" Fig. 1001 Clamp 730 lbs(331 kg) 730 lbs(331 kg) <br /> Fig.980-1/2"Universal Swive 2790 lbs(1266 kq) 2790 lbs(1266 kq) <br /> Type of Brace Sch_40 _. _.__.._._._._._.__.___......._._� Fig.828Across 1/2"-7/8" Thi 2200 lbs(998 kg) 2200 lbs(997 kg) <br /> k `Calculation Based on CONCENTRIC Loading <br /> Angle of Brace 4 °M!�......—__..___....__.._....__....._.__.._ .. =Please Note:These calculations are for TOLCOT'"components only.Use of any <br /> E other components voids these calculations and the listing of the assembly. <br /> Least Rad.of Gyration 0.42"_(11_mm)_..._..._..._........w_........ _...�._ <br /> Seismic Brace Assembly Detail <br /> LIR Value 200 <br /> I Max Horizontal Load 1310 lbs 594 k <br /> TOLCO FIG.828 <br /> Other Requirements -FM Approved Loads <br /> Fastener Information <br /> E TOLCO FIG.1001 <br />` Orientation to Connecting Surface NFPAType <br /> Fastener <br /> TOLCO FIG.980 <br /> f Type Fi0.828 Across 1/2"-7/8" Thick Fi e <br /> .._ _.. . •� <br /> Diameter N/A <br /> I _._—....._._.�_........_....—.— _.....__....._._.._..__._ 8RACE PIPE <br /> P <br /> f Length MIA <br /> Maximum Load 2200 lbs 998 k <br />' 0 -( -.0)_._._...__ <br /> Brace Identification on Plans bin Lateral Brace <br /> Prying Factor NIA Brace Type Lateral X Longitudinal 4-Way <br /> l <br /> e <br />: <br /> Sprinkler System Load Calculation (Fpw=CpWp) <br /> C = 0.9 <br /> Diameter Type Length Total Length Weight Per Unit Length Total Weight <br /> 6"(150 mm) Sch. 10 25 ft(7.6 m) 25 ft(7.6 m) 23.03 Ib/ft(34.27 kg/m) 576 lbs(261 kg) <br /> i <br /> Subtotal Weight 576 lbs(261 kg) <br />` Wp(incl. 15%) 662 lbs(300 kg) <br /> t Main Size Type/Sch. Spacing(ft) Total(Fpw) 596 lbs(270 kg) <br /> V. Sch.10 25 Maximum Fpw per 18.5.5.2(if applicable)13231 lb(1465 kg) <br /> l <br /> fTOLBraceTM Version 8) Use of TOLBraceTM Is subject to terms and conditions per the end user license agreement <br />