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Specifications (15) PPsa-��g- cR�1gS qcz ccs muac1oct OFFICE Cm 2. SWAY BRACE CALCULATIONS TOLBraceTM Seismic Calculations SOUND FIRE PROTECTION Project Address: TEMPLETON ELEMENTARY 10772 SE HYW 212 CLACKAMAS,OR 97216 Ea 9500 SW MURDOCK ST Pawetrr;76«sinessWO(tM'1e TIGARD,OR CCB#70003 WA#SOUNDFP05 Job#3024-18 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Spacing 40'0°(12.19 m) TOLCOTM Component Fig. Number Adjusted Load Maximum Brace Length 3'6"(1.07 m) Fig. 1001 Clamp 1745 lbs(792 kg) Bracing Material 1"Soh.40 Fig.909 No-Thread Swivel 1745 lbs(792 kg) Angle from Vertical 60° Min. *Calculation Based on CONCENTRIC Loading *Please Note:These calculations are for TOLCOTM components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"(11 mm) Assembly Detail UR Value 100 Max Horizontal Load 5456 lbs(2475 kg) TOLCO FIG. 909 NO-THREAD SWIVEL SWAY Force Factor(Cp) 0.5 BRACE ATTACHMENT 111 STEEL PIPE ��Vj� Fastener Information % 7t Fastener Orientation NFPA Type F '<1j Maximum Load lf• " 960 lbs (435 kg) % ♦�i Diameter / 5/8in. TOLCO FIG. 10011. Length FAST CLAMP 5-1/2in /41k/ Type Through-Bolt ................._............. Brace Identification on Plans 4"LATERAL Orientation of Brace Lateral Braced Pipe:4"Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 4'Sch.10 Steel Pipe(101.6 mm) 40ft(12.2 m) 236 lbs(107 kg) 2"Sch.10 Steel Pipe(50.8 mm) 150ft(45.7 m) 316 lbs(143 kg) Percentage added for Fittings and Sprinklers 15% 83 lbs(37.65 kg) Total Adjusted Load of all pipe within Zone of Influence 635 lbs(288 kg) {TOLBraceT"Version 8/ Use of TOLBraceT"is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations TEMPLETON ELEMENTARY Job#3024-18 9500 SW MURDOCK ST Powering t*Is aes.9 64czldw de Brace Identification 4" LATERAL Brace Type(Per NFPA#13) NFPA Type F Braced Pipe 4" Sch.10 Steel Pipe Spacing of Brace 40'0" (12.19 m) Orientation of Brace Lateral Bracing Material 1"Sch.40 Maximum Brace Length 3' 6" (1.07 m) Slenderness Ratio used for Load Calculation 100 True Angle of Brace for Calculation 60° Type of Fastener 5/8in.x 5-1/2in.Through-Bolt Length of Fastener 5-1/2in. Summary of Pipe within Zone of Influence 4"Sch.10 Steel Pipe(101.6 mm) 40ft(12.2 m) 2"Sch.10 Steel Pipe(50.8 mm) 150ft(45.7 m) Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 635 lbs(288 kg) Material Capacity 5456 lbs(2475 kg) Fastener Capacity 960 lbs(435 kg) Fig. 1001 Clamp 1745 lbs(792 kg) Fig.909 No-Thread Swivel 1745 lbs(792 kg) Structural Member RED-H TYPE OWT Calculations prepared by MIKE MCNEIL *The description of the Structural Member is for informational purposes only. TOLBrace""software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBrace'"8 Visit us at www.tolco.com TOLBraceTM Seismic Calculations SOUND FIRE PROTECTION Project Address: TEMPLETON ELEMENTARY 10772 SE HYW 212 CLACKAMAS,OR 97216 F.ATeN 9500 SW MURDOCK ST Powering euponse e TIGARD,OR CCB#70003 WA#SOUNDFP05 Job#3024-18 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Spacing 80'0"(24.38 m) TOLCOTM Component Fig. Number Adjusted Load Maximum Brace Length 3'6"(1.07 m) Fig.4L Clamp 1745 lbs(792 kg) Bracing Material 1"Sch.40 Fig.909 No-Thread Swivel 1745 lbs(792 kg) Angle from Vertical 60° Min. 'Calculation Based on CONCENTRIC Loading 'Please Note:These calculations are for TOLCOrm components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"(11 mm) Assembly Detail L/R Value 100 TOLCO FIG. 909 Max Horizontal Load 5456 lbs(2475 kg) NO-THREAD SWIVEL SWAY •11:4 BRACE ATTACHMENT Force Factor(Cp) 0.5 STEEL PIPE `, Fastener Information , Fastener Orientation NFPA Type F TOLCO FIG. 4L Maximum Load PIPE CLAMP FOR I© 960 lbs (435 kg) SWAY BRACING Diameter 5/bin. Length 5-1/2in. Type Through-Bolt ...... ....... . Brace Identification on Plans 4"LONGITUDINAL Orientation of Brace Longitudinal Braced Pipe:4"Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 4"Sch.10 Steel Pipe(101.6 mm) 80ft(24.4 m) 471 lbs(214 kg) Percentage added for Fittings and Sprinklers 15% 71 lbs(32.21 kg) .�. Total Adjusted Load of all pipe within Zone of Influence 542 lbs(246 kg) {TOLBrace"'Version 8} Use of TOLBrace''is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations TEMPLETON ELEMENTARY Job#3024-18 9500 SW MURDOCK ST PowerangC Sflee,9l+dortdlVrao Brace Identification 4" LONGITUDINAL Brace Type(Per NFPA#13) NFPA Type F Braced Pipe 4"Sch.10 Steel Pipe Spacing of Brace 80'0" (24.38 m) Orientation of Brace Longitudinal Bracing Material 1"Sch.40 Maximum Brace Length 3'6"(1.07 m) Slenderness Ratio used for Load Calculation 100 True Angle of Brace for Calculation 60° Type of Fastener 5/8in.x 5-1/2in. Through-Bolt Length of Fastener 5-1/2in. Summary of Pipe within Zone of Influence 4"Sch.10 Steel Pipe(101.6 mm) 180ft(24.4 m) Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 542 lbs(246 kg) Material Capacity 5456 lbs(2475 kg) Fastener Capacity 960 lbs(435 kg) Fig.4L Clamp 1745 lbs(792 kg) Fig.909 No-Thread Swivel 1745 lbs(792 kg) Structural Member RED H TYPE OWT Calculations prepared by MIKE MCNEIL The description of the Structural Member is for informational purposes only. TOLBrace""software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBrace'"8 Visit us at www.tolco.com TOLBraceTM Seismic Calculations SOUND FIRE PROTECTION Project Address: TEMPLETON ELEMENTARY 10772 SE HYW 212 CLACKAMAS,OR 97216 E.AT•N 9500 SW MURDOCK ST Powering Business lArefidwide TIGARD,OR CCB#70003 WA#SOUNDFP05 Job#3024-18 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Spacing 40'0"(12.19 m) TOLCOTM Component Fig. Number Adjusted Load Maximum Brace Length 3'6" (1.07 m) Fig. 1001 Clamp 1745 lbs(792 kg) Bracing Material 1"Sch.40 Fig.909 No-Thread Swivel 1745 lbs(792 kg) Angle from Vertical 60° Mm. *Calculation Based on CONCENTRIC Loading `Please Note:These calculations are for TOLCOTM components only.Use of any Least Rad.of Gyration 0.42"(11 mm) other components voids these calculations and the listing of the assembly. Assembly Detail LJR Value 100 Max Horizontal Load 5456 lbs(2475 kg) TOLCO FIG. 909 Force Factor(Cp) 0.5 NO-THREAD SWIVEL SWAY BRACE ATTACHMENT ISTEEL PIPE Fastener Information ` Fastener Orientation NFPA Type F -,,,,f, Maximum Load 960 lbs(435 kg) ° ♦A vb Diameter 5/8in. TOLCO FIG. 1001 Length 5 1/tin. FAST CLAMP 4 ' Type Through-Bolt ........... .. ....._......_.... Brace Identification on Plans 3"LATERAL Orientation of Brace Lateral Braced Pipe:3"Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length I Total Calculated Load 3"Sch.10 Steel Pipe(76.2 mm) 40ft(12.2 m) 159 lbs(72 kg) 1.5"Sch.10 Steel Pipe(38.1 mm) 150ft(45.7 m) 228 lbs(103 kg) Percentage added for Fittings and Sprinklers15% 58 lbs(26.31 kg) Total Adjusted Load of all pipe within Zone of Influence 445 lbs(202 kg) {TOLBraceT"Version 8} Use of TOLBraceTM is subject to terms and conditions per the end user license aqreement TOLBraceTM Seismic Calculations TEMPLETON ELEMENTARY Job#3024-18 9500 SW MURDOCK ST Powering Gusiness Worldwide Brace Identification 3" LATERAL Brace Type(Per NFPA#13) NFPA Type F Braced Pipe 3"Sch.10 Steel Pipe Spacing of Brace 40'0" (12.19 m) Orientation of Brace Lateral Bracing Material 1"Sch.40 Maximum Brace Length 3'6"(1.07 m) Slenderness Ratio used for Load Calculation 100 True Angle of Brace for Calculation 60° Type of Fastener 5/8in.x 5-1/2in.Through-Bolt Length of Fastener 5-1/2in. Summary of Pipe within Zone of Influence 3"Sch.10 Steel Pipe(76.2 mm) 40ft(12.2 m) 1.5"Sch.10 Steel Pipe(38.1 mm) 150ft(45.7 m) Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 445 lbs(202 kg) Material Capacity 5456 lbs(2475 kg) Fastener Capacity 960 lbs(435 kg) Fig. 1001 Clamp 1745 lbs(792 kg) Fig.909 No-Thread Swivel 1745 lbs(792 kg) Structural Member RED H TYPE OWT Calculations prepared by MIKE MCNEIL The description of the Structural Member is for informational purposes only. TOiBrace'"software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBrace`"8 Visit us at www.tolco.com TOLBraceTM Seismic Calculations SOUND FIRE PROTECTION Project Address: TEMPLETON ELEMENTARY 10772 SE HYW 212 CLACKAMAS,OR 97216 9500 SW MURDOCK ST Pawermq Business W„ridnme TIGARD,OR CCB#70003 WA#SOUNDFP05 Job#3024-18 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Spacing 80'0"(24.38 m) TOLCOTM Component Fig. Number Adjusted Load Maximum Brace Length 3'6" (1.07 m) Fig.4L Clamp 1745 lbs(792 kg) Bracing Material 1"Sch.40 Fig.909 No-Thread Swivel 1745 lbs(792 kg) Angle from Vertical 60° Min. Calculation Based on CONCENTRIC Loading "Please Note:These calculations are for TOLCOTM components only.Use of any Least Rad.of Gyration 0.42"(11 mm) other components voids these calculations and the listing of the assembly. Assembly Detail UR Value 100 TOLCO FIG. 909 Max Horizontal Load 5456 lbs(2475 kg) NO-THREAD SWIVEL SWAY 31 BRACE ATTACHMENT Force Factor(Cp) 0.5 ```� STEEL PIPE Fastener Information Fastener Orientation NFPA Type F TOLCO FIG. 4L Maximum Load PIPE CLAMP FOR IQ 960 lbs(435 kg) SWAY BRACING Diameter 5/bin. Length 5-1/2in. j Type Through-Bolt ....................___..._ Brace Identification on Plans 3"LONGITUDINAL Orientation of Brace Longitudinal Braced Pipe:3"Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 3' Sch.10 Steel Pipe(76.2 mm) 80ft(24.4 m) 318 lbs(144 kg) Percentage added for Fittings and Sprinklers 15% 48 lbs(21.78 kg) Total Adjusted Load of all pipe within Zone of Influence 365 lbs(166 kg) {TOLBraceT"Version 8} Use of TOLBrace."*.is subject to terms and conditions per the end user license agreement • TOLBraceTM Seismic Calculations TEMPLETON ELEMENTARY Job# 3024-18 9500 SW MURDOCK ST Powering&sincss Worldwide Brace Identification 3"LONGITUDINAL Brace Type(Per NFPA#13) NFPA Type F Braced Pipe 3"Sch.10 Steel Pipe Spacing of Brace 80'0" (24.38 m) Orientation of Brace Longitudinal Bracing Material 1"Sch.40 Maximum Brace Length 3'6"(1.07 m) Slenderness Ratio used for Load Calculation 100 True Angle of Brace for Calculation 60° Type of Fastener 5/81n.x 5-1/2in.Through-Bolt Length of Fastener 5-1/2in. Summary of Pipe within Zone of Influence 3"Sch.10 Steel Pipe(76.2 mm) 1 80ft(24.4 m) Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 365 lbs(166 kg) Material Capacity 5456 lbs(2475 kg) Fastener Capacity 960 lbs(435 kg) Fig.4L Clamp 1745 lbs(792 kg) Fig.909 No-Thread Swivel 1745 lbs(792 kg) Structural Member RED H TYPE OWT Calculations prepared by MIKE MCNEIL •The description of the Structural Member is for informational purposes only. TOLBrace""software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBrace''8 Visit us at www.tolco.com TOLBraceTM Seismic Calculations SOUND FIRE PROTECTION Project Address: TEMPLETON ELEMENTARY 10772 SE HYW 212 CLACKAMAS,OR 97216 EffoN 9500 SW MURDOCK ST Powering 8urrness Wr,r'lmne TIGARD,OR CCB#70003 WA#SOUNDFP05 Job#3024-18 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Spacing 30'0°(9.14 m) TOLCOTM Component Fig. Number Adjusted Load Maximum Brace Length 3'6" (1.07 m) Fig. 1001 Clamp 1745 lbs(792 kg) Bracing Material 1"Sch 40 Fig.909 No-Thread Swivel 1745 lbs(792 kg) Angle from Vertical 60° Min. *Calculation Based on CONCENTRIC Loading *Please Note:These calculations are for TOLCOTM components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"(11 mm) ................_...._.. Assembly Detail UR Value 100 Max Horizontal Load 5456 lbs(2475 kg) TOLCO FIG. 909 NO-THREAD SWIVEL SWAY Force Factor(Cp) 0.5 BRACE ATTACHMENT STEEL PIPE t. Fastener Information �`. Fastener Orientation NFPA Type F �a . Maximum Load c f 960 lbs (435 kg) dad �,r�' •♦�• r/ Diameter 5/8in. TOLCO FIG. 1001 Length FAST CLAMP �♦, 5-1/tin • • Type Through-Bolt Brace Identification on Plans 2.5"LATERAL Orientation of Brace Lateral Braced Pipe:2.5"Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length [Total Calculated Load 2.5"Sch.10 Steel Pipe(63.5 mm) 30ft(9.1 m) 88 lbs(40 kg) 1.5"Sch.10 Steel Pipe(38.1 mm) 150ft(45.7 m) 228 lbs(103 kg) Percentage added for Fittings and Sprinklers 15% 47 lbs(21.32 kg) Total Adjusted Load of all pipe within Zone of Influence 364 lbs(165 kg) {TOLBrace"Version 8} Use of TOLBraceT'"is subject to terms and conditions per the end user license agreement T®LBraceTM Seismic Calculations TEMPLETON ELEMENTARY Job#3024-18 9500 SW MURDOCK ST Powering bus.-Hess t9Fortdwic76' Brace Identification 2.5" LATERAL Brace Type(Per NFPA#13) NFPA Type F Braced Pipe 2.5" Sch.10 Steel Pipe Spacing of Brace 30'0" (9.14 m) Orientation of Brace Lateral Bracing Material • 1"Sch.40 Maximum Brace Length 3' 6" (1.07 m) Slenderness Ratio used for Load Calculation 100 True Angle of Brace for Calculation 60° Type of Fastener 5/8in.x 5-1/2in.Through-Bolt Length of Fastener 5-1/2in. Summary of Pipe within Zone of Influence 2.5"Sch.10 Steel Pipe(63.5 mm) 308(9.1 m) 1.5"Sch.10 Steel Pipe(38.1 mm) 150ft(45.7 m) Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 364 lbs(165 kg) Material Capacity 5456 lbs(2475 kg) Fastener Capacity 960 lbs(435 kg) Fig. 1001 Clamp 1745 lbs(792 kg) Fig.909 No-Thread Swivel 1745 lbs(792 kg) Structural Member RED H TYPE OWT Calculations prepared by MIKE MCNEIL *The description of the Structural Member is for informational purposes only. TOLBrace'"software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBrace''B Visit us at www.tolco.com TOLBraceTM Seismic Calculations SOUND FIRE PROTECTION Project Address: TEMPLETON ELEMENTARY 10772 SE HYW 212 CLACKAMAS,OR 97216 9500 SW MURDOCK ST Puri rilgSUMO'S'Wofldmrve TIGARD,OR CCB#70003 WA#SOUNDFP05 Job#3024-18 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Spacing 80'0"(24.38 m) TOLCOTM Component Fig. Number Adjusted Load Maximum Brace Length 3'6" (1.07 m) Fig.4L Clamp 1745 lbs(792 kg) Bracing Material 1"Sch.40 Fig.909 No-Thread Swivel 1745 lbs(792 kg) Angle from Vertical 60° Min. 'Calculation Based on CONCENTRIC Loading `Please Note:These calculations are for TOLCOTM components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"(11 mm) .._............... Assembly Detail L/R Value 100 TOLCO FIG. 909 Max Horizontal Load 545.6 lbs (2475 kg) NO-THREAD SWIVEL SWAY BRACE ATTACHMENT Force Factor(Cp) 0.5 STEEL PIPE.--.._ " : Fastener Information /. Fastener Orientation 0 NFPA Type F TOLCO FIG. 4L Maximum Load PIPE CLAMP FOR ____Iu 960 lbs(435 kg) SWAY BRACING 0 Diameter 5/8in. Length 5-1/2in. 4 i 0 Type Through-Bolt Brace Identification on Plans 2.5"LONGITUDINAL Orientation of Brace Longitudinal Braced Pipe: 2.5"Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length [Total Calculated Load 2.5"Sch.10 Steel Pipe(63.5 mm) 80ft(24.4 m) 236 lbs(107 kg) 2.5"Sch.10 Steel Pipe(63.5 mm) 80ft(24.4 m) 236 lbs(107 kg) Percentage added for Fittings and Sprinklers 15% 71 lbs(32.21 kg) Total Adjusted Load of all pipe within Zone of Influence 542 lbs(246 kg) {TOLBraceT Version 8} Use of TOLBracer"is subject to terms and conditions per the end user license agreement ....._._....._...... . . TOLBraceTM Seismic Calculations TEMPLETON ELEMENTARY Job#3024-18 9500 SW MURDOCK STmaT Powenrr Su.onms Worldwide Brace Identification 2.5" LONGITUDINAL Brace Type(Per NFPA#13) NFPA Type F Braced Pipe 2.5" Sch.10 Steel Pipe Spacing of Brace 80' 0" (24.38 m) Orientation of Brace Longitudinal Bracing Material 1" Sch.40 Maximum Brace Length 3' 6" (1.07 m) Slenderness Ratio used for Load Calculation 100 True Angle of Brace for Calculation 60° Type of Fastener 5/8in.x 5-1/2in.Through-Bolt Length of Fastener 5-1/2in. Summary of Pipe within Zone of Influence 2.5"Sch.10 Steel Pipe(63.5 mm) 80ft(24.4 m) 2.5"Sch.10 Steel Pipe(63.5 mm) 80ft(24.4 m) Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 542 lbs(246 kg) Material Capacity 5456 lbs (2475 kg) Fastener Capacity 960 lbs(435 kg) Fig.4L Clamp 1745 lbs(792 kg) Fig.909 No-Thread Swivel 1745 lbs(792 kg) Structural Member RED H TYPE OWT Calculations prepared by MIKE MCNEIL *The description of the Structural Member is for informational purposes only. TOLBrace"`software calculates the brace assembly only,not the structure it is attached to. Ca.culated with TOLBrace'"8 Visit us at wwvctolco.com • TOLBraceTM Seismic Calculations SOUND FIRE PROTECTION Project Address: TEMPLETON ELEMENTARY 10772 SE HYW 212 FaAToN CLACKAMAS,OR 97216 9500 SW MURDOCK ST r°owero7Bus'inessbYnrttfwiiie TIGARD,OR CCB#70003 WA#SOUNDFP05 Job#3024-18 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Spacing 40'0' (12.19 m) TOLCOTM Component Fig. Number Adjusted Load Maximum Brace Length 3'6" (1.07 m) Fig. 1001 Clamp 1745 lbs(792 kg) Bracing Material 1" Sch.40 Fig.909 No-Thread Swivel 1745 lbs(792 kg) Angle from Vertical 60° Min. *Calculation Based on CONCENTRIC Loading 'Please Note:These calculations are for TOLCOT' components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42" (11 mm) Assembly Detail L/R Value 100 Max Horizontal Load 5456 lbs(2475 kg) TOLCO FIG. 909 NO-THREAD SWIVEL SWAY Force Factor(Cp) 0.5 BRACE ATTACHMENT 4' a STEEL PIPE Fastener Information /8' Fastener Orientation NFPA Type F ^`"'/ Maximum Load 2850 lbs(1293 kg) 6�0 * Diameter 1/2n. (12 mm) �I� TOLCO FIG. 1001 v. Length FAST CLAMP N/A 4 * Type Bolt Brace Identification on Plans 4"LATERAL Orientation of Brace Lateral Braced Pipe:4"Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length [Total Calculated Load c4"Sch.10 Steel Pipe(101.6 mm) 40ft(12.2 m) 236 lbs(107 kg) .1.5"Sch.40 Steel Pipe(38.1 mm) 20ft(6.1 m) 36 lbs(16 kg) 1.25"Sch.40 Steel Pipe(31 75 mm) 40ft(12.2 m) 59 lbs(27 kg) 1"Sch.40 Steel Pipe(25.4 mm) 40ft(12.2 m) 41 lbs(19 kg) Percentage added for Fittings and Sprinklers 15% i 56 lbs(25.4 kg) Total Adjusted Load of all pipe within Zone of Influence 427 lbs(194 kg) {TOLBraceT'"Version 8} Use of TOLBracee"is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations TEMPLETON ELEMENTARY Job#3024-18 9500 SW MURDOCK ST Powering 55usiness Woricl*'do Brace Identification 4" LATERAL Brace Type(Per NFPA#13) NFPA Type F Braced Pipe 4" Sch.10 Steel Pipe Spacing of Brace 40'0"(12.19 m) Orientation of Brace Lateral Bracing Material 1"Sch.40 Maximum Brace Length 3'6" (1.07 m) Slenderness Ratio used for Load Calculation 100 True Angle of Brace for Calculation 60° Type of Fastener 1/2 (12mm) Bolt Length of Fastener N/A Summary of Pipe within Zone of Influence 4"Sch.10 Steel Pipe(101.6 mm) 40ft(12.2 m) 1.5"Sch.40 Steel Pipe(38.1 mm) 20ft(6.1 m) 1.25"Sch.40 Steel Pipe(31.75 mm) 40ft(12.2 m) 1"Sch.40 Steel Pipe(25.4 mm) 40ft(12.2 m) Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 427 lbs(194 kg) Material Capacity 5456 lbs(2475 kg) Fastener Capacity 2850 lbs(1293 kg) Fig. 1001 Clamp 1745 lbs(792 kg) Fig.909 No-Thread Swivel 1745 lbs(792 kg) Structural Member 1.5x1.5x.25 ANGLE IRON Calculations prepared by MIKE MCNEIL 'The description of the Structural Member is for informational purposes only. TOLBrace"software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBrace'"8 Visit us at www.tolco.com TOLBraceTM Seismic Calculations SOUND FIRE PROTECTION Project Address: TEMPLETON ELEMENTARY 10772 SE HYW 212 CLACKAMAS,OR 97216 EiareN 9500 SW MURDOCK ST TIGARD,OR CCB#70003 WA#SOUNDFP05 Job#3024-18 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Spacing 80'0" (24.38 m) TOLCOTM Component Fig. Number Adjusted Load Maximum Brace Length 3'6"(1.07 m) Fig.4L Clamp 1745 lbs(792 kg) Bracing Material 1"Sch.40 Fig.909 No-Thread Swivel 1745 lbs(792 kg) Angle from Vertical 60° Min. Calculation Based on CONCENTRIC Loading 'Please Note:These calculations are for TOLCOT"'components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42' (11 mm) Assembly Detail LIR Value 100 . TOLCO FIG. 909 Max Horizontal Load 5456 lbs(2475 kg) NO-THREAD SWIVEL SWAY , BRACE ATTACHMENT ��• �;�' Force Factor(Cp) 0.5 STEEL PIPE Fastener Information �. Fastener Orientation NFPA Type F TOLCO FIG. 4L Maximum Load PIPE CLAMP FOR ____l� 2850 lbs (1293 kg) SWAY BRACING / Diameter 1/2n. (12 mm) Length N/A ���✓✓✓4 J, Type Bolt Brace Identification on Plans 4"LONGITUDINAL Orientation of Brace Longitudinal Braced Pipe:4"Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 4"Sch.10 Steel Pipe(101.6 mm) _ 80ft(24.4 m) 1 471 l ._,bs(211 4 kg) Percentage added for Fittings and Sprinklers 15% 71 lbs(32.21 kg) Total Adjusted Load of all pipe within Zone of Influence 542 lbs(246 kg) {TOLBraceT"Version 8) Use of TOLBraceT"'is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations TEMPLETON ELEMENTARY Job#3024-18 9500 SW MURDOCK ST PU;Yr^itn4 E+tis.JSS'ri'G't,�',i!i, Brace Identification 4" LONGITUDINAL Brace Type(Per NFPA#13) NFPA Type F Braced Pipe 4"Sch.10 Steel Pipe Spacing of Brace 80'0" (2438 m) Orientation of Brace Longitudinal Bracing Material 1"Sch.40 Maximum Brace Length 3' 6"(1.07 m) Slenderness Ratio used for Load Calculation 100 True Angle of Brace for Calculation 60° Type of Fastener 1/2(12mm) Bolt Length of Fastener N/A Summary of Pipe within Zone of Influence 4"Sch.10 Steel Pipe(101.6 mm) 180ft(24.4 m) Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence542 lbs(246 kg) Material Capacity 5456 lbs(2475 kg) Fastener Capacity 2850 lbs(1293 kg) Fig.4L Clamp 1745 lbs(792 kg) Fig.909 No-Thread Swivel 1745 lbs(792 kg) Structural Member 1.5x1.5x.25 ANGLE IRON Calculations prepared by MIKE MCNEIL The description of the Structural Member is for informational purposes only. TOLBrace'"software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBrace'"8 Visit us at wvnv.tolco.com TOLBraceTM Seismic Calculations SOUND FIRE PROTECTION Project Address: TEMPLETON ELEMENTARY 10772 SE HYW 212 CLACKAMAS,OR 97216 9500 SW MURDOCK ST PON/8;1;V Bus?ress War kim e TIGARD,OR CCB#70003 WA#SOUNDFP05 Job#3024-18 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Spacing 40'0"(12.19 m) TOLCOTM Component Fig. Number Adjusted Load Maximum Brace Length 3'6" (1.07 m) Fig. 1001 Clamp 1745 lbs(792 kg) Bracing Material 1"Sch.40 Fig.909 No-Thread Swivel 1745 lbs(792 kg) Angle from Vertical 60° Min. Calculation Based on CONCENTRIC Loading *Please Note:These calculations are for TOLCOTm components only.Use of any Least Rad.of Gyration 0.42" (11 mm) other components voids these calculations and the listing of the assembly. Assembly Detail L/R Value 100 Max Horizontal Load 5456 lbs (2475 kg) TOLCO FIG. 909 NO-THREAD SWIVEL SWAY Force Factor(Cp) 0.5 BRACE ATTACHMENT STEEL PIPE \ I Fastener Information � � Fastener Orientation NFPA Type F ozci Maximum Load 2850 lbs(1293 kg) ♦�♦ Diameter 1/2n. (12 mm) TOLCO FIG. 1001 . Length N/A FAST CLAMP �♦' Type Bolt Brace Identification on Plans 3"LATERAL Orientation of Brace Lateral Braced Pipe:3"Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length [Total Calculated Load 3"Sch.10 Steel Pipe(76.2 mm) 40ft(12.2 m) 159 lbs(72 kg) 1.5"Sch.40 Steel Pipe(38.1 mm) 20ft(6.1 m) 36 lbs(16 kg) 1.25"Sch.40 Steel Pipe(31.75 mm) 40ft(12.2 m) 59 lbs(27 kg) 1"Sch.40 Steel Pipe(25.4 mm) 40ft(12.2 m) 41 lbs(19 kg) Percentage added for Fittings and Sprinklers o 15/0 44 lbs(19.96 kg) Total Adjusted Load of all pipe within Zone of Influence 339 lbs(154 kg) fTOLBraceT"Version 8} Use of TOLBracer'is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations TEMPLETON ELEMENTARY Job#3024-18 9500 SW MURDOCK ST c� Powe.ing8.ei$treSS 4/o!ltt rue Brace Identification 3" LATERAL Brace Type(Per NFPA#13) NFPA Type F Braced Pipe 3"Sch.10 Steel Pipe Spacing of Brace 40' 0" (12.19 m) Orientation of Brace Lateral Bracing Material 1"Sch.40 Maximum Brace Length 3' 6" (1.07 m) Slenderness Ratio used for Load Calculation 100 True Angle of Brace for Calculation 60° Type of Fastener 1/2 (12mm) Bolt Length of Fastener N/A Summary of Pipe within Zone of Influence 3"Sch.10 Steel Pipe(76.2 mm) 40ft(12.2 m) 1.5"Sch.40 Steel Pipe(38.1 mm) 20ft(6.1 m) 1.25"Sch.40 Steel Pipe(31.75 mm) 408(12.2 m) 1"Sch.40 Steel Pipe(25.4 mm) 40ft(12.2 m) Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 339 lbs(154 kg) Material Capacity 5456 lbs(2475 kg) Fastener Capacity 2850 lbs(1293 kg) Fig. 1001 Clamp 1745 lbs(792 kg) Fig.909 No-Thread Swivel 1745 lbs (792 kg) Structural Member 1.5x1.5x.25 ANGLE IRON Calculations prepared by MIKE MCNEIL 'The description of the Structural Member is for informational purposes only. TOLBrace''software calculates the brace assembly only,not the structure it is attached to. Calculated w.th TOLBrace' 8 Visit us at www.tolco.com TOLBraceTM Seismic Calculations SOUND FIRE PROTECTION Project Address: TEMPLETON ELEMENTARY 10772 SE HYW 212 CLACKAMAS,OR 97216 e 9500 SW MURDOCK ST Fa»E 10,g BU,IeSSs Jcul tridG` TIGARD,OR CCB#70003 WA#SOUNDFP05 Job#3024-18 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Spacing 80'0"(24.38 m) TOLCOTM Component Fig. Number Adjusted Load Maximum Brace Length 3'6" (1.07 m) Fig.4L Clamp 1745 lbs(792 kg) Bracing Material 1"Sch.40 Fig.909 No-Thread Swivel 1745 lbs(792 kg) Angle from Vertical 60° Min. 'Calculation Based on CONCENTRIC Loading "Please Note:These calculations are for TOLCOT'"components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42°(11 mm) L/R Value 100 Assembly Detail Max Horizontal Load 5456 lbs 75 k TOLCO FIG. 909 24 ( 9) NO-THREAD SWIVEL SWAY lot BRACE ATTACHMENT Force Factor(Cp) 0.5 ` STEEL PIPE `� Fastener Information Fastener Orientation .." NFPA Type F 0,, TOLCO FIG. 4L ilk Maximum Load PIPE CLAMP FOR __ 2850 lbs (1293 kg) SWAY BRACING 0 Diameter 1/2n. (12 mm) Length N/A Type Bolt Brace Identification on Plans 3"LONGITUDINAL Orientation of Brace Longitudinal Braced Pipe:3"Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 3"Sch.10 Steel Pipe(76.2 mm) 80ft(24,4 m) 318 lbs(144 kg) Percentage added for Fittings and Sprinklers o l - 15% 48 lbs(21.78 kg) Total Adjusted Load of all pipe within Zone of Influence 365 lbs(166 kg) {TOLBracen'Version 8} Use of TOLBrace""is subject to terms and conditions per the end user license agreement • TOLBraceTM Seismic Calculations TEMPLETON ELEMENTARY Job#3024-18 A 9500 SW MURDOCK STEr..T•N Pows ng Business Wcrhiv rde Brace Identification 3" LONGITUDINAL Brace Type(Per NFPA#13) NFPA Type F Braced Pipe 3" Sch.10 Steel Pipe Spacing of Brace 80'0" (24.38 m) Orientation of Brace Longitudinal Bracing Material 1"Sch.40 Maximum Brace Length 3' 6" (1.07 m) Slenderness Ratio used for Load Calculation 100 True Angle of Brace for Calculation 60° Type of Fastener 1/2(12mm) Bolt Length of Fastener N/A Summary of Pipe within Zone of Influence 3"Sch.10 Steel Pipe(76.2 mm) I BOR(24.4 m) Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 365 lbs(166 kg) Material Capacity 5456 lbs(2475 kg) Fastener Capacity 2850 lbs(1293 kg) Fig.4L Clamp 1745 lbs(792 kg) Fig.909 No-Thread Swivel 1745 lbs(792 kg) Structural Member 1.5x1.5x.25 ANGLE IRON Calculations prepared by MIKE MCNEIL *The description of the Structural Member is for informational purposes only. TOL8race"software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBrace'"8 Visit us at www.tolco.com TOLBraceTM Seismic Calculations SOUND FIRE PROTECTION Project Address: TEMPLETON ELEMENTARY 10772 SE HYW 212 CLACKAMAS,OR 97216 s 9500 SW MURDOCK ST TIGARD,OR CCB#70003 WA#SOUNDFP05 Job#3024-18 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Spacing 40' 0"(12.19 m) TOLCOTM Component Fig. Number Adjusted Load Maximum Brace Length 3'6" (1.07 m) Fig. 1001 Clamp 1745 lbs(792 kg) Bracing Material 1"Sch.40 Fig.909 No-Thread Swivel 1745 lbs(792 kg) Angle from Vertical 60° Min. "Calculation Based on CONCENTRIC Loading "Please Note:These calculations are for TOLCOTM components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"(11 mm) Assembly Detail UR Value 100 Max Horizontal Load 5456 lbs(2475 kg) TOLCO FIG. 909 NO-THREAD SWIVEL SWAY • Force Factor(Cp) 0.5 BRACE ATTACHMENT STEEL PIPEsol d' ‘,./ Fastener Information 71— Fastener Orientation NFPA Type F %f .�+�. Maximum Load a j 2850 lbs (1293 kg) • Diameter 1/2n. (12 mm) TOLCO FIG. 1001 ti Length N/A FAST CLAMP 44 Type Bolt Brace Identification on Plans 2.5"LATERAL Orientation of Brace Lateral Braced Pipe:2.5"Sch.10 Steel Pipe Load Information Size and Type of Pipe ( Total Length I Total Calculated Load 2.5"Sch.10 Steel Pipe(63.5 mm) 40ft(12.2 m) 118 lbs(54 kg) 1.5"Sch.40 Steel Pipe(38.1 mm) 20ft(6.1 m) 36 lbs(16 kg) 1.25"Sch.40 Steel Pipe(31.75 mm) 40ft(12.2 m) 59 lbs(27 kg) 1"Sch.40 Steel Pipe(25.4 mm) 40ft(12.2 m) 41 lbs(19 kg) Percentage added for Fittings and Sprinklers 15% 38 lbs(17.24 kg) Total Adjusted Load of all pipe within Zone of Influence 292 lbs(132 kg) {TOLBracem'Version 81 Use of TOLBrace"is subject to terms and conditions per the end user license agreement • TOLBraceT" eismic Calculations TEMPLETON ELEMENTARY Job#3024-18 EX950s 0 SW MURDOCK ST N Powering Business Worldwide Brace Identification 2.5" LATERAL Brace Type(Per NFPA#13) NFPA Type F Braced Pipe 2.5" Sch.10 Steel Pipe Spacing of Brace 40' 0" (12.19 m) Orientation of Brace Lateral Bracing Material 1" Sch.40 Maximum Brace Length 3' 6"(1.07 m) Slenderness Ratio used for Load Calculation 100 True Angle of Brace for Calculation 60° Type of Fastener 1/2(12mm) Bolt Length of Fastener N/A Summary of Pipe within Zone of Influence 2.5"Sch.10 Steel Pipe(63.5 mm) 405(12.2 m) 1.5"Sch.40 Steel Pipe(38.1 mm) 20ft(6.1 m) 1.25"Sch.40 Steel Pipe(31.75 mm) 405(12.2 m) 1"Sch.40 Steel Pipe(25.4 mm) 405(12.2 m) Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 292 lbs(132 kg) Material Capacity 5456 lbs(2475 kg) Fastener Capacity 2850 lbs(1293 kg) Fig. 1001 Clamp 1745 lbs(792 kg) Fig.909 No-Thread Swivel 1745 lbs (792 kg) Structural Member 1.5x1.5x.25 ANGLE IRON Calculations prepared by MIKE MCNEIL The description of the Structural Member is for informational purposes only. TOLBrace'"software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBrace'"8 Visit us at www.tolco.com TOLBraceTM Seismic Calculations SOUND FIRE PROTECTION Project Address: TEMPLETON ELEMENTARY 10772 SE HYW 212 CLACKAMAS,OR 97216 EasN 9500 SW MURDOCK ST Powering Business bS oedmvse TIGARD,OR CCB#70003 WA#SOUNDFP05 Job#3024-18 Calculations based on 2013 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Spacing 80'0"(24.38 m) TOLCOTM Component Fig. Number Adjusted Load Maximum Brace Length 3'6"(1.07 m) Fig.4L Clamp 1745 lbs(792 kg) Bracing Material 1"Sch.40 Fig.909 No-Thread Swivel 1745 lbs(792 kg) Angle from Vertical 60° Min. 'Calculation Based on CONCENTRIC Loading 'Please Note:These calculations are for TOLCOTM components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"(11 mm) Assembly Detail UR Value 100 TOLCO FIG. 909 Max Horizontal Load 5456 lbs(2475 kg) NO-THREAD SWIVEL SWAY '' BRACE ATTACHMENT • � Force Factor(Cp) 0.5 �``� STEEL PIPE `� Fastener Information f'• Fastener Orientation ' NFPA Type F �i TOLCO FIG. 4L i0 Maximum Load PIPE CLAMP FOR 2850 lbs(1293 kg) SWAY BRACING Diameter 1/2n. (12 mm) Length N/A Type Bolt Brace Identification on Plans 2.5"LONGITUDINAL Orientation of Brace Longitudinal Braced Pipe: 2.5"Sch.10 Steel Pipe Load Information Size and Type of Pipe I Total Length I Total Calculated Load Sch.10 Steel Pipe(63.5 mm) 80ft(24.4 m) 236 lbs(107 kg) 2.5"Sch.10 Steel Pipe(63.5 mm) 80ft(24.4 m) 236 lbs(107 kg) Percentage added for Fittings and Sprinklers 15%0 71 lbs(3221 kg) Total Adjusted Load of all pipe within Zone of Influence 542 lbs(246 kg) {TOLBrace'"Version 8} Use of TOLBrace'"is subject to terms and conditions per the end user license agreement TOLBraceT" Seismic Calculations TEMPLETON ELEMENTARY Job#3024-18 9500 SW MURDOCK ST Ea N POwCnn4 Ottisi'tcsss kVorkctw do Brace Identification 2.5" LONGITUDINAL Brace Type(Per NFPA#13) NFPA Type F Braced Pipe 2.5" Sch.10 Steel Pipe Spacing of Brace 80' 0" (24.38 m) Orientation of Brace Longitudinal Bracing Material 1"Sch.40 Maximum Brace Length 3' 6" (1.07 m) Slenderness Ratio used for Load Calculation 100 True Angle of Brace for Calculation 60° Type of Fastener 1/2(12mm) Bolt Length of Fastener N/A Summary of Pipe within Zone of Influence 2.5"Sch.10 Steel Pipe(63.5 mm) 80ft(24.4 m) 2.5"Sch.10 Steel Pipe(63.5 mm) 80ft(24 4 m) Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 542 lbs(246 kg) Material Capacity 5456 lbs(2475 kg) Fastener Capacity 2850 lbs(1293 kg) Fig.4L Clamp 1745 lbs(792 kg) Fig.909 No-Thread Swivel 1745 lbs (792 kg) Structural Member 1.5x1.5x.25 ANGLE IRON Calculations prepared by MIKE MCNEIL The description of the Structural Member is for informational purposes only. TOL8race'"software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBrace'"8 Visit us at.tiw+.tolco.com