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Report (3) IPsZo20, 017 Its*ti r is~4Ss . . . . VII1 VAA. UIU r • • , r FIRE PROTECTION, INC. 0 9095 S.W. Burnham Tigard, OR 97223 PROAMPAC DENSITY UPGRADE 7400 SW LANDMARK LN TIGARD, OR 97224 ' ''S PROFFS 0 G NFF 6> � v 2089pr. j- i01 • . 11O 6)-r Mg Y20 19`63 O� / NO 0\-5 Jan 31, 2020 EXPIRES: 12/31/2020 FIRE PROTECTION SEISMIC CALCULATIONS Seismic Bracing Calculations Proampac Dens.Upgr. Project: Contractor: 7400 SW Landmark Ln W YAT T FIRE PROTECTION, INC. Tigard,Oregon . . Address: Address: T9095igard,sWO©R 972238�rnham (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: lTolco Model: I 909-1/2 Type of brace: Schedule 40 Listed load rating: Adiusted load rating per 9.3.5.10.3: Angle of brace: 60°-90° 2015 1744.588745 Least radius of gyration: 0.421 Sway brace(pipe attachment)fitting: L/R value: 200 Make: ITolco Model: I 1000 Maximum horizonal load: 1604 Listed load rating: Adiusted load rating per 9.3.5.2.3: 2015 1744.588745 Fastener Information Seismic Brace Assembly Detail(Provide detail on plans) Orientation of connecting surface: I C Fastener type: Connection to Steel ,r„ Diameter: 3/8" Length(in wood): - #oo Maximum load: 1400 p i 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 (5x1)+3.83 8.83 2.05 9.1 1-1/4" Sched 40 2.93 0.0 1-1/2" Sched 40 3.61 0.0 2" Sched 10 4.22 0.0 2-1/2" Sched 10 82.5x2 165 5.89 485.9 3" Sched 10 7.94 0.0 4" Sched 10 11.78 0.0 6" Sched 10 25 25 23.03 287.9 Total 1/2 weight of water-filled pipe 782.9 Seismic Bracing Calculations Proampac Dens.Upgr. Project: Contractor: W IAT T 7400 SW Landmark Ln Tigard,Oregon FIRE PROTECTION INC. • Address: Address: 9095 s.w.Burnham Tigard,OR 97223 (503)6842928 Brace Information Seismic Brace Attachments Length of brace: S7 ft Structure attachment fitting or tension-only bracing system: Diameter of brace: 1" Make: 'Iola) Model: I 909-1/2 Type of brace: Schedule 40 Listed load rating: Adiusted load rating per 9.3.5.10.3: Angle of brace: 60°-90° 2015 1744.588745 Least radius of gyration: 0.421 Sway brace(pipe attachment)fitting: L/R value: 200 Make: ITolco Model: 1 4LA Maximum horizonal load: 1604 Listed load rating: Adiusted load rating per 9.3.5.2.3: 2015 1744.588745 Fastener Information Seismic Brace Assembly Detail(Provide detail on plans) Orientation of connecting surface: I C Fastener type: Connection to Steel r" (Diameter: 3/8" 'Length(in wood): - lite (Maximum load: 1400 P Ii, 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) 11" Sched 40 2.05 0.0 11-1/4" Sched 40 2.93 0.0 1-1/2" Sched 40 3.61 0.0 2" Sched 10 4.22 0.0 2-1/2" Sched 10 5.89 0.0 3" Sched 10 7.94 0.0 4" Sched 10 11.78 0.0 6" Sched 10 50 50 23.03 575.8 Total 1/2 weight of water-filled pipe 575.8 Seismic Bracing Calculations Proampac Dens.Upgr. Project: Contractor: � AT T 7400 SW Landmark Ln FIRE PROTECTION, INC. • Address: Tigard,Oregon Address: 9095 S.w.Burnham Tigard,OR 97223 (503)684 2928 Brace Information Seismic Brace Attachments 'Length of brace: 5_7 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 1007.5 Least radius of gyration: 0.421 Sway brace(pipe attachment)fitting: L/R value: 200 Make: ITolco Model: ' 1000 Maximum horizonal load: 1604 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: I A Fastener type: Connection to Steel .1., Diameter: 3/8" I I Length(in wood): - 4; Maximum load: 900 P 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 (5x1)+3.83 8.83 2.05 9.1 1-1/4" Sched 40 2.93 0.0 1-1/2" Sched 40 3.61 0.0 2" Sched 10 4.22 0.0 2-1/2" Sched 10 40 40 5.89 117.8 1" CPVC 0.675 0.0 0.0 0.0 Total 1/2 weight of water-filled pipe 126.9