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Specifications (5) Wsa2oKe - ooi os RECEIVED 64-7-5--- 542 , JUN 11) 2016 OITy OF TIGARD BUILDING DIVISION ♦ 1 tir • SAl' VAIl T FIRE PROTECTION, INC. Vs - 9095 S.W. Burnham Tigard, OR 97223 SANDBURG CENTER 6825 SW SANDBURG STREET TIGARD, OREGON 97223 ���ED P R Ores �<0 OAG�NFF9 s% 'ft" 20$9 E < OREGON 41' 20 '0 ' ,4" i ,C. 0 50 Jun 14, 2016. EXPIRES: 12/31/2016 FIRE PROTECTION SEISMIC CALCULATIONS Seismic Bracing Calculations Sandburg Center Project: Contractor: • -. 6825 SW Sandburg St YV VAT T Tigard,Oregon 97223 TIRE PROTECTION, INC, Address: Address: 9095 S.W.Burnham Tigard,OR 97223 (503)684-292$ Brace Information Seismic Brace Attachments Length of brace: 57 ft Structure attachment fitting or tension-only bracing system: Diameter of brace: 1" Make: ITolco Model: 909-1/2 Type of brace: Schedule 40 Listed load rating: Adiusted load rating per 9.3.5.10.3: Angle of brace: 30°-44° 2015 1008 R Least radius of gyration: 0.421 Sway brace(pipe attachment)fitting: L/R value: 200 Make: Tolco Model: I 1000 Maximum horizonal load: 926 Listed load rating: Adiusted load rating per 9.3.5.2.3: 2015 1008 Fastener Information Seismic Brace Assembly Detail(Provide detail on plans) Orientation of connecting surface: I A Fastener type: Through Bolts in Wood Diameter: 1/2" Length(in wood): 1-1/2" Maximum load: 115 Sr T c---5> Brace identification no.(to be used on plans): Lateral or longitudinal brace?: Lateral Sprinkler System Load Calculation Diameter Type Length(ft) Total(ft) Weight per ft.(lb/ft) 1/2 Total Weight(Ib) 1" Eddy-Threw 20.5 2.05 21.0 1-1/2" Eddy-Threw 3.5 3.61 6.3 4" Eddy-Flow 11.25 11.78 66.3 Total 1/2 weight of water-filled pipe 93.6