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5900 36TH AVE W C BRIDGE POINT 2025-04-22
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5900 36TH AVE W C BRIDGE POINT 2025-04-22
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Last modified
4/22/2025 10:10:52 AM
Creation date
4/22/2025 10:03:25 AM
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Address Document
Street Name
36TH AVE W
Street Number
5900
Unit
C
Tenant Name
BRIDGE POINT
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TOLBraceTM Seismic Bracing Calculations V8.8.118 <br /> Contractor: Patriot Fire Protection Inc. <br /> Project Address: BP Everett 500'B' Address: 2707 70th Ave.E <br /> Tacoma,WA 98424 E ff•N <br /> • 5900 36TH AVE WEST Phone: (253)926-2290 Powering BusinessNbddwrde <br /> EVERETT,WA 98203 Licence: <br /> Job#112357 Calculations based on 2016 NFPA Pamphlet#13 <br /> Brace Information TOLCOTM Brace Components <br /> Maximum Brace Length 13'6"(4.115 m) TOLCOTM Component Listed Load Adjusted Load <br /> Diameter of Brace 1.25" Fig. 1001 Clamp 2765 lbs(1254 kg; 2394 lbs(1086 kg) <br /> Fig.980-1/2"Universal Swive 2100 lbs(953 kg) 1818 lbs(825 kg) <br /> Type of Brace Sch.40 Fig.825 Across 1600 lbs(726 kg) 1385 lbs(628 kg) <br /> *Calculation Based on CONCENTRIC Loading <br /> Angle of Brace 60°Min. `Please Note:These calculations are for TOLCOTM components only.Use of any <br /> other components voids these calculations and the listing of the assembly. <br /> Least Rad.of Gyration 0.54"(14 mm) <br /> Seismic Brace Assembly Detail <br /> L/R Value 300 <br /> Max Horizontal Load 966 lbs(438 kg) <br /> I_1LCO Flr;.•;7 rl _jlt <br /> Fastener Information <br /> r ., <br /> Orientation to Connecting Surface NFPA Type F <br /> r cLr_c3 FICi- rur <br /> , <br /> Fastener / , <br /> TCLCC FIG.825 <br /> Spe Fig.825 Across _ Y <br /> ameter N/A r `"l <br /> Length N/A <br /> . \`—P,F.S::F Plf F <br /> Maximum Load 1600 lbs(726 kg) <br /> Brace Identification on Plans SB-03 BULK LAT <br /> Prying Factor N/A Brace Type Lateral[X] Longitudinal[ ] 4-Way[ ] <br /> Sprinkler System Load Calculation (Fpw=CpWp) <br /> Cp= 0.6452 <br /> Diameter Type Length Total Length Weight Per Unit Length Total Weight <br /> 6"(150 mm) Sch. 10 30 ft(9.1 m) 30 ft(9.1 m) 23.03 lb/ft(34.27 kg/m) 691 lbs(313 kg) <br /> 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 /> Subtotal Weight 1267 lbs(575 kg) <br /> Wp(incl. 15%) 1457 lbs(661 kg) <br /> Main Size Type/Sch. Spacing(ft) I Total(Fpw) 940 lbs(426 kg) <br /> 6" Sch.10 30 Maximum Fpw per 9.3.5.5.2(if applicable) 2647 lb(1200 kg) <br /> allrace"4 Version 81 Use of TOLBraceTM Is subject to terms and conditions per the end user license agreement <br />
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