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3003 W CASINO RD BLDG 40-22 2025-03-25
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3003 W CASINO RD BLDG 40-22 2025-03-25
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3/25/2025 3:03:20 PM
Creation date
2/20/2025 1:19:05 PM
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Address Document
Street Name
W CASINO RD
Street Number
3003
Tenant Name
BLDG 40-22
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TOLBraceTM Seismic Bracing Calculations <br />Contractor: Viking Fire Protection <br />Project Address: 40-22 Torit Booth Address: 3434 1st Avenue South <br />Seattle WA, 98134 <br />3003 W. Casino Rd <br />Phone: 206-622-4656 <br />I i . . n. \/I1,fIAIAC47QAIT <br />Everett, WA <br />Job # WO-12290 <br />Calculations based on 2019 NFPA Pamphlet #13 <br />V8.8.138 <br />EVERETT EWRIE'T. <br />EVERE <br />Everett Fire Dept. Permit Review <br />Status: Approved <br />Reviewed By: KBrown <br />06/03/2024 8:45:46 <br />AM <br />Brace Information <br />TOLCOTM Brace Components <br />TOLCOTIM Component Listed Load Adjusted Load <br />Maximum Brace Length 7' 0" (2.134 m) <br />Diameter of Brace 1 <br />Fig. 4L Clamp 790 Ibs (358 kg) 790 Ibs (358 kg) <br />Fig.980 - 3/8" Universal Swivel 3360 Ibs (1524 kg) 3360 Ibs (1524 kg) <br />Type of Brace Sch.40 <br />See Fastener Information <br />Angle of Brace 60' Min. <br />'Calculation Based on CONCENTRIC Loading <br />'Please <br />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 0.42" (11 mm) <br />Seismic Brace Assembly Detail <br />L/R Value 200 <br />Max Horizontal Load 1604 Ibs (728 kg) <br />TOLCO FIG.980 <br />UNIVERSAL SWIVEL SWAY <br />Other Requirements - FM Approved Loads <br />BRACE ATTACHMENT <br />Fastener Information <br />Orientation to Connecting Surface NFPA Type F <br />Fastener <br />BRACE PIPE <br />Type 3/8in. Unfinished Steel Bolt <br />FIGAL <br />SWAYTOLCRACE <br />SWAY BRACE <br />ATTACHMENT <br />Diameter 3/8in. <br />Length N/A <br />4 <br />Maximum Load 1550 Ibs (703 kg) <br />Prying Factor N/A <br />Brace Identification on Plans Lo <br />Brace Type Lateral[ ] Longitudinal [X] 4-Way [ ] <br />Sprinkler System Load Calculation (Fpw = CpWp) <br />Cp = 0.64 <br />Diameter Type Length <br />Total Length Weight Per Unit Length <br />Total Weight <br />2.5" (65 mm) Sch. 40 5.6666 ft (1.7 m) <br />5.6666 ft (1.7 m) 7.89 Ib/ft (11.74 kg/m) <br />45 Ibs (20 kg) <br />Subtotal Weight <br />45 Ibs (20 kg) <br />Wp (incl. 15%) <br />52 Ibs (23 kg) <br />Main Size Type/Sch. Spacing (ft) <br />2.5" Sch. 40 5.6666 <br />Total (Fpw) <br />Maximum Fpw per 18.5.5.2 (if applicable) <br />33 Ibs (15 kg) <br />N/A <br />1 tsLbrace —, version tsI, use of I uursrace— Is suotect to terms ana conditions per the ena user license agreement <br />
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