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Specifications 00, \\�� SV ,i c„ fi\1,�) O � 3 v' '1' 02 X919 -a iViSILM .yi s r nUiLG1 ��.L, s wiw. f FIRE PROTECTION, INC. 9095 S.W. Burnham Tigard, OR 97223 LU 'S SPORTS BAR ___ 11530 SW PACIFIC HIGHWAY TIGARD, OR 97223 ,,CEO PR0p ��O �\GINFF /O A 2 1.1 83190E. 4. ,��v� ., OR N -7'ti 6‘0.1 201 „,Q�� -k'AYN E N\S\-\ EXPIRES.DEC 31 2020 Digitally signed Ashley by Ashley Nishihara Nishihara Date: 2019.05.02 12:26:53 -07'00' FIRE PROTECTION SEISMIC CALCULATIONS Seismic Bracing Calculations Lu's Sports bar Project: Contractor: 11530 SW Pacific Highway Tigard,OR 97223 > W YAT T FIRE PROTECTION, INC. Address: Address: 9095 S.W. Burnham Tigard.OR 97223 (503)684-2928 Brace Information Seismic Brace Attachments Length of brace: <_7 ft Structure attachment fitting or tension-only bracing system: Diameter of brace: 1" Make: Tolco Model: 909-1/2 Type of brace: Schedule 40 Listed load rating: Adjusted load rating per 9.3.5.10.3: Angle of brace: 30°-44° 2015 1007.5 Least radius of gyration: 0.421 Sway brace(pipe attachment)fitting: L/R value: 200 Make: Tolco Model: 1001 Maximum horizonal load: 926 Listed load rating: Adjusted load rating per 9.3.5.2.3: 2015 1007.5 Fastener Information Seismic Brace Assembly Detail(Provide detail on plans) Orientation of connecting surface: A *4 3000 psi Normal Cracked Fastener type: Concrete -.1- + • • Nr.PASTE ER ayoE.^ Diameter: 3/8" Embed 2" :.�... Maximum load: 173 ir TOLCO 909 ;#0#00,°-4 0 po 1'SCH7EDUft.LE 1-0 (,, 4010K ct\s. TOLIb 1000 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" Sched 40 63.498 63.498 2.05 65.1 1-1/4" Sched 40 96.978 96.978 2.93 142.1 1-1/2" Sched 40 0 3.61 0.0 1-1/2" Sched 10 0 3.04 0.0 2" Sched 10 0 4.22 0.0 2-1/2" Sched 10 24.416 24.416 5.89 71.9 3" Sched 10 0 7.94 0.0 4" Sched 10 0 11.78 0.0 6" Sched 10 0 23.03 0.0 Wp(Incl. 15%) 320.9 Cp 0.5 Total Fpw 160.5 Seismic Bracing Calculations Lu's Sports bar ., Project: Contractor: ,,. 11530 SW Pacific Highway Tigard,OR 97223 ,,,,,--q,04,••••• �� " YY YAT �,,,.` FIRE PROTECTION, INC. Address: Address: ''. °"`r 9095 S.W.Burnham Tigard,OR 97223 (503)684-2928 Brace Information Seismic Brace Attachments Length of brace: <7 ft Structure attachment fitting or tension-only bracing system: Diameter of brace: 1" Make: Tolco Model: 909-1/2 Type of brace: Schedule 40 Listed load rating: Adjusted load rating per 9.3.5.10.3: Angle of brace: 30°-44° 2015 1007.5 Least radius of gyration: 0.421 Sway brace(pipe attachment)fitting: L/R value: 200 Make: Tolco Model: 4LA Maximum horizonal load: 926 Listed load rating: Adjusted load rating per 9.3.5.2.3: 2015 1007.5 Fastener Information Seismic Brace Assembly Detail(Provide detail on plans) Orientation of connecting surface: A 3000 psi Normal Cracked Fastener type: Concrete '• :iA iE 'IR ilDEEIf. Diameter: 3/8" Embed 2" /PTCLCO 90® Maximum load: 173 /C: SCHEDULE 40 / 7 It. I., ml.Ea 4LA aim Brace identification no.(to be used on plans): Lateral or longitudinal brace?: Longitudinal Sprinkler System Load Calculation Diameter Type Length(ft) Total(ft) Weight per ft.(lb/ft) 1/2 Total Weight(Ib) 1" Sched 40 2.05 0.0 1-1/4" Sched 40 2.93 0.0 1-1/2" Sched 40 3.61 0.0 1-1/2" Sched 10 3.04 0.0 2" Sched 10 4.22 0.0 2-1/2" Sched 10 24.416 24.416 5.89 71.9 3" Sched 10 7.94 0.0 4" Sched 10 11.78 0.0 6" Sched 10 23.03 0.0 Wp(Incl.15%) 82.7 Cp 0.5 Total Fpw 41.3