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Report (2) Vv-oN Ga `62- 12ax) SW 667-1 • RECEIVEP WyACI O }ARll FIRE PROTEC'[ �IN�1ISION 9095 S.W. Burnham Tigard, OR 97223 LANDMARK FORD REPAIR STATION 12000 SW 66TH AVENUE PORTLAND, OREGON CT v.E.p PRO s ev‘45441i '• SON 40' r.(Nle" r FIRE PROTECTION EXPIRES: 12-31-14 SEISMIC CALCULATIONS Seismic Bracing Calculations Landmark Ford Project: Contractor: 12000 SW 66th Ave ,.,,,, ;� ; W YAT T r Portland,OR 97223 FIRE PROTECTION, INC. Address: Address: 9095 S.W.Burnham Tigard,OR 97223 (503)584.2928 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 a Type of brace: Schedule 40 Listed load rating: _ Adlusted load rating per 9.3.5.10.3: Angle of brace: 45°-59° 2015 1007 Least radius of gyration: 0.421 §wav brace(pipe Ichmgnt)fitting: L/Rvalue: 200 Make: ITolco Model: I 1000 Maximum horizonal load: 1310 Listed load rating: Adlusted load rating per 9.3.5.10.3: 2015 1007 Fastener Information Seismic Brace Assembly Detail(Provide detail on plans) Orientation of connecting surface: I H ) Fastener type: Bolt Through Diameter: 5/8" TOLCO 90os Length(in wood): 5-1/2" ,1„iii Maximum load: 515 r SCHEDULE as . S7 ft TO I1 COO `--,-- 5-1/2 t`/ 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 (.75*8)*1.16+1.16+.75+2.75 11.62 2.05 11.9105 1-1/4" Sched.40 8+8+9+6+2+3 36 2.93 52.74 1-1/2" Sched.40 3.5+3.5+8+2.83 17.83 3.61 32.18315 2" Sched.10 9.5+11+3.5+3.5 20.5 4.22 43.255 3 55 2-1/2" Sched.10 10 10 5.89 29.45 3" Sched.10 3.58+7.5+0.75+10+6.67 28.5 7.94 113.145 4" Sched.10 32.75 32.75 11.78 192.8975 Total 1/2 weight of water-filled pipe 475.58115 R Z r Seismic Bracing Calculations Landmark Ford Project Contractor: :. .:•._ ���� 12000 SW 66th Ave Portland,OR97223 FIRE PROTECTION, INC. Address: Address: 9095 S.W.Burnham Tigard,OR 97223 (503)684-2928 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: I 909-1/2 0 Type of brace: Schedule 40 Listed load rating: Adjusted load rating per 9.3.5.10.3: Angle of brace: 45"-59` 2015 1007 Least radius of gyration: 0.421 Sway brace(pipe attachment)fitting: L/R value: 200 Make: ITolco Model: I 4L Maximum horizonal load: 1310 Listed load rating: Adjusted load rating per 9.3.5.10.3: 2015 1007 Fastener Information Seismic Brace Assembly Detail(Provide detail on plans) Orientation of connecting surface: I H Fastener type: Bolt Through Diameter: 5/8" TOLCO 909 i Length(in wood): 5-1/2" I` Maximum load: 515I• SCHEDULE 40 57 f4101°t A 9.��4 UFIL ,'. I% 1 TOLCO 4L Brace identification no.(to be used on plans): Lateral or longitudinal brace?: Longetudinal 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 1-1/4" Sched.40 2.93 0 1-1/2" Sched.40 3.61 0 2" Sched.10 9.5+11 20.5 4.22 43.255 2-1/2" Sched.10 10 10 5.89 29.45 3" Sched.10 3.58+7.5+0.75+10+6.67 28.5 7.94 113.145 4" Sched.10 32.75 32.75 11.78 192.8975 Total 1/2 weight of water-filled pipe 378.7475 1 .1 r