Specifications (13) PPS ;ot s - oo ? (pi
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RECEIVED
• OCT 7 2015
W Y A T T BUI D G B8N
FIRE PROTECTION, INC.
9095 SW Burnham Street; Tigard, Oregon 97223
PHONE (503)684-2928
1
Leif's Paint Booths
14344 SW 72nd Avenue
Tigard, Oregon
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EXPIRES: 12/31/2016
FIRE PROTECTION
SEISMIC CALCULATIONS
Tol-Brace Seismic Calculations
Wyatt Fire Protection,Inc
Project Address: Leif's Paint Booths 9095 SW Burnham Street B-Li ne
' 14344 SW 72nd Avenue Tigard,Oregon 97223
(503)684-2928 by FA•N
Tigard, Oregon CCB 64077
Job#15-1097-W F Calculations based on 2013 NFPA Pamphlet#13
Brace Information Tolco Brace Components
) Maximum Spacing 80'0"(24.38 m) Tolco Component Fig. Number Adjusted Load
Maximum Brace Length 7' 0" (2.13 m) Fig.4L Clamp 1425 lbs(646 kg)
1
Bracing Material 1" Sch.40 Fig.980 Universal Swivel 1425 lbs(646 kg)
Angle from Vertical 45° Min. 'Calculation Based on CONCENTRIC Loading
'Please Note:These calculations are for Tolco 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 200
TOLCO FIG. 988
Max Horizontal Load 1310 lbs(594 kg) UNIVERSAL SWAY BRACE
ATTACHMENT .0
I
Force Factor(Cp) 0.5 STEEL PIPE •0
Fastener Information /
Fastener Orientation NFPA Type B (6),
TOLCO FIG. 4L I
Maximum Load 1200 lbs(544 kg) PIPE CLAMP FOR
9) SWAY BRACING ;' I
0
6 Diameter 3/8in. (10 mm)
Length N/A J
—
C
Type Bolt
Brace Identification on Plans Typical 2.5 inch Brace
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)
II
•
- Percentage added for Fittings and Sprinklers 15% 35 lbs(15.88 kg)
• Total Adjusted Load of all pipe within Zone of Influence 271 lbs(123 kg)
{Tol-Brace Verizon 8t
Tol-Brace Seismic Calculations
Leif's Paint Booths Job#15-1097-WF
14344 SW 72nd Avenue B-Line
Brace Identification Typical 2.5 inch Brace by E1T•N
Brace Type(Per NFPA#13) NFPA Type B
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 7' 0" (2.13 m)
Slenderness Ratio used for Load Calculation 200
True Angle of Brace for Calculation 45°
Type of Fastener 3/8(10mm) Bolt
Length of Fastener N/A
Summary of Pipe within Zone of Influence
2.5"Sch.10 Steel Pipe(63.5 mm) I 80ft(24.4 m)
Allowance for Heads and Fittings 15%
Conclusions
Total Adjusted Load of Pipe in Zone of Influence 271 lbs(123 kg)
Material Capacity 1310 lbs(594 kg)
Fastener Capacity 1200 lbs(544 kg)
Fig.4L Clamp 1425 lbs(646 kg)
Fig.980 Universal Swivel 1425 lbs(646 kg)
Structural Member Top Chord of Bar Joist
• Calculations prepared by M.Walter,SET
"The description of the Structural Member is for informational purposes only.
Tol-Brace software calculates the brace assembly only,not the structure it is attached to.
Calculated with Tol-Brace 8
Visit us at www.tolco.com
Tol-Brace Seismic Calculations
Wyatt Fire Protection,Inc
. Project Address: Leif's Paint Booths 9095 5W Burnham Street B-Line
Tigard,Oregon 97223
14344 SW 72nd Avenue (503)684-2928 by E.T•N
Tigard, Oregon CCB 64077
Job#15-1097-W F Calculations based on 2013 NFPA Pamphlet#13
Brace Information Tolco Brace Components
Maximum Spacing 80' 0"(24.38 m) Tolco Component Fig. Number Adjusted Load
Maximum Brace Length 7' 0" (2.13 m) Fig.4L Clamp 1425 lbs(646 kg)
Bracing Material
1" Sch.40 Fig.980 Universal Swivel 1425 lbs(646 kg)
45° Min. 'Calculation Based on CONCENTRIC Loading
Angle from Vertical 'Please Note:These calculations are for Tolco 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 200
TOLCO FIG. 988
Max Horizontal Load 1310 lbs(594 kg) UNIVERSAL SWAY BRACE
ATTACHMENT .0
I
Force Factor(Cp) 0.5 STEEL PIPE
Fastener Information
Fastener Orientation NFPA Type B
TOLCO FIG. 4L C
PIPE CLAMP FOR
Maximum Load
1200 lbs(544 kg) SWAY BRACING
Diameter 3/8in. (10 mm)
Length N/A
I
Type Bolt
Brace Identification on Plans Typical Brace 3 inch
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(21.77 kg)
- Total Adjusted Load of all pipe within Zone of Influence 365 lbs(166 kg)
(Tol-Brace Verizon 8)
Tol-Brace Seismic Calculations
Leif's Paint Booths Job #15-1097-WF B-Line
14344 SW 72nd Avenue
Brace Identification Typical Brace 3 inch by Ef l.N
Brace Type(Per NFPA#13) NFPA Type B
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 7' 0" (2.13 m)
Slenderness Ratio used for Load Calculation 200
True Angle of Brace for Calculation 45°
Type of Fastener 3/8(10mm) Bolt
Length of Fastener N/A
Summary of Pipe within Zone of Influence
3"Sch.10 Steel Pipe(76.2 mm) 180ft(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 1310 lbs(594 kg)
1 Fastener Capacity 1200 lbs(544 kg)
Fig.4L Clamp 1425 lbs(646 kg)
Fig.980 Universal Swivel 1425 lbs(646 kg)
Structural Member Top Chord of Bar Joist
= Calculations prepared by M.Walter,SET
*The description of the Structural Member is for informational purposes only.
• Tol-Brace software calculates the brace assembly only,not the structure it is attached to.
• Calculated with Tol-Brace 8
Visit us at www.tolco.com