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3003 W CASINO RD BLDG 40-58 2025-09-29
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3003 W CASINO RD BLDG 40-58 2025-09-29
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Last modified
9/29/2025 9:12:25 AM
Creation date
8/12/2025 3:19:33 PM
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Address Document
Street Name
W CASINO RD
Street Number
3003
Tenant Name
BLDG 40-58
Permit
2022
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i <br /> F TOLBraceTM Seismic Bracing Calculations V8.8.i18 <br /> I <br /> Contractor: Viking Automatic Sprinkler C <br /> I Project Address: 40-58SPARS Address: 34341st Ave S. <br /> Seattle,WA 98134 FAGN <br /> 3003 West Casino Rd. ft-wing80sinessV,'afd�me <br /> _. _.._...._ .._ ... . _.._..._ 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 T0"(2.134 m) TOLCOT"' Component Listed Load Adjusted Load <br /> E <br /> l Diameter of Brace 1" Fig. 1001 Clamp 1200 lbs(544 kg) 1200 lbs(544 kg) <br /> Fig.980-1/2"Universal Swive 2790 lbs(1266 kg) 2790 lbs(1266 kg) <br /> E Type of Brace Sch.40 _._ ..--_...-_.._.._.__............ .....____ Fig.828 Across 1/2"-7/8" Thi 2200 lbs(998 kg) 2200 lbs(997 kg) <br /> Angle of Brace 45°Min. 'Calculation Based on CONCENTRIC Loading <br /> --- ---- - -.-- ...... -•-• 'Please Note:These calculations are for TOLCOT'"components only.Use of any <br /> other components voids these calculations and the listing of the assembly. <br /> Least Rad.of Gyration 0.42"L1_1 mm� __._._.._.._..._._.._.._..�._ <br /> Seismic Brace Assembly Detail <br /> L/R Value 200 <br /> E <br /> Max Horizontal Load 1310 Ibs„C5g4 kq1 .___._...._ <br /> TOLCO FIG.828 <br /> Other Requirements - FM Approved Loads o <br /> Fastener Information <br /> a <br /> Orientation to Connectin Surface NFPA T e ..... <br /> Fastener TOLC0 FIG.980 <br /> Type Fi0.828Across 1/2" 7/8" Thick FI e <br /> Diameter N/A <br /> r BRACE PIPE <br /> Length N/A <br /> Maximum Load 2200 lbs(998 kg) <br /> Brace Identification on Plans 4in Lateral Brace <br /> Prying Factor NIA <br /> Brace Type Lateral[X] Longitudinal[ ] 4-Way[ J <br /> Sprinkler System Load Calculation (Fpw=CpWp) <br /> C = 0.9 <br /> Diameter Type Length Total Length Weight Per Unit Length Total Weight <br /> 4"(100 mm) Sch. 10 40 ft(12.2 m} 40 ft(12.2 m) 11.78 lb/ft(17.53 kg/m) 471 lbs(214 kg) <br /> Subtotal Weight 471 lbs(214 kg) <br /> Wp(incl. 15%) 542 lbs(246 kg) <br /> Main Size Type/Sch. Spacing(ft) Total(Fpw) 487 lbs(221 kg) <br /> 4" Sch.10 40 Maximum Fpw per 18.5.5.2(if applicable) 769 lb(348 kg) <br /> fTOLBrace'"Version 81 Use of TOLBracem Is subject to terms and conditions per the end user license agreement <br />
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