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1407 80TH ST SW 2025-12-02
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1407 80TH ST SW 2025-12-02
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Last modified
12/2/2025 11:52:10 AM
Creation date
11/18/2025 10:16:03 AM
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80TH ST SW
Street Number
1407
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TOLBraceTM Seismic Bracing Calculations V8.8.139 <br /> Contractor: Viking Fire Protection <br /> Project Address: Achilles Address: 34341stAve S t••■•■■•■■■■■■■■•....■....■..■■.■..■..._ <br /> E:ptre WASHINGTON STATE <br /> Seattle,WA,98134 pip»�= FIRE SPRINKLER SYSTEMS CERTIFICATE OF COMPETENCY <br /> 1407 80th St S.W. Phone: 206-622-4656 Dwigght Bickler <br /> 2038-0991-C Level <br /> Everett,WA 98203 License: VI-KI-NA-S373NT VIkI Automatic Sprinkler Company <br /> VI AS373NT <br /> Job#WSC-4034 � 7/11/24 <br /> { <br /> Calculations based on 2019 NFPA Pamphlet#13 Signature Date <br /> ■e■■■.■.aa.■■.■■■■■..........0.■e■.e■■ <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 2000 Ibs(907 kg) 1732 Ibs(786 kg) <br /> Fig.980-1/2"Universal Swivel 2100 Ibs(953 kg) 1819 Ibs(825 kg) <br /> Type of Brace Sch.40 Fig.828 Along 1/2"-7/8" Thick 1 1370 Ibs(621 kg) 1186 Ibs(538 kg) <br /> 60' Min. *Calculation Based on CONCENTRIC Loading <br /> Angle of Brace *Please Note:These calculations are for TOLCOTM 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 /> Seismic Brace Assembly Detail <br /> L/R Value 200 <br /> Max Horizontal Load 1604 Ibs(728 kg) IN 0 <br /> TOLCO FIG.828 <br /> Q <br /> Fastener Information BRACE PIPE <br /> Orientation to Connecting Surface NFPA Type C <br /> Fastener TOLCO FIG.980 <br /> Type Fig.828 Along 1/2"-7/8" Thick Flange <br /> Diameter N/A TOLCO FIG.4L <br /> Length N/A <br /> Maximum Load 1370 Ibs(621 kg) <br /> Brace Identification on Plans 4"Lo <br /> Prying Factor N/A Brace Type Lateral [ ] Longitudinal[X] 4-Way[ ] <br /> Sprinkler System Load Calculation (Fpw= CpWp) <br /> C = 0.64 <br /> Diameter Type Length Total Length Weight Per Unit Length Total Weight <br /> 4"(100 mm) I Sch. 10 137 ft(11.3 m) 137 ft(11.3 m) 111.78 lb/ft(17.53 kg/m) I436 Ibs(198 kg) <br /> 6"(150 mm) Sch. 10 14.083 ft(4.3 m) 14.083 ft(4.3 m) 23.03 lb/ft(34.27 kg/m) 324 Ibs(147 kg) <br /> Subtotal Weight 760 Ibs(345 kg) <br /> Wp(incl. 15%) 874 Ibs(396 kg) <br /> Main Size Type/Sch. Spacing(ft) Total(Fpw) 559 Ibs(254 kg) <br /> 4" Sch.10 37 Maximum Fpw per 18.5.5.2(if applicable) N/A <br /> fTOLBrace-Version 81 Use of TOLBrace-is subject to terms and conditions per the end user license agreement <br />
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