FIR2021-0039+Seismic_Bracing+4.23.2021_11.50.22_AM+2161141TOLBraceTM Seismic Bracing Calculations
Contractor: NORTHWEST FIRE SYSTEM;
Project Address: MAIN STREET COMMONS Address: 22645 83RD AVE S
F
KENT, WA 98032 AR
550 MAIN ST Phone: 206-772-7502 PG"MWewsgessw0fi&+de
EDMONDS, WA Licence: NORTHFS928CR
Job # 05043C Calculations based on 2016 NFPA Pamphlet #13
Brace Information
TOLCOTM Brace Components
Maximum Brace Length TO" (2.134 m)
TOLCOTM Component Listed Load Adjusted Load
Diameter of Brace 1
Fig. 1001 Clamp 1600 Ibs (726 kg) 1131 Ibs (513 kg)
Fig.980 Universal Swivel 2015 Ibs (914 kg) 1425 Ibs (646 kg)
Type of Brace Sch.40
See Fastener Information
Angle of Brace 45° 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)
Seismic Brace Assembly Detail
L/R Value 200
Max Horizontal Load 1310 Ibs (594 kg)
TOLCO FIG. 980
UNIVERSAL SWAY BRACE
ATTACHMENT
Fastener Information
STEEL PIPE
Orientation to Connecting Surface NFPAType E
Fastener
r�
Type Through -Bolt+
Diameter 1/2in.
Length 1-1 /2in.
TOLCO FIG. 1001
Maximum Load 230 Ibs (104 kg)
FAST CLAMP
Brace Identification on Plans SB1
Prying Factor N/A
Brace Type Lateral [X] Longitudinal [ ] 4-Way [ ]
Sprinkler System Load Calculation (Fpw = CpWp)
C = 0.598
Diameter
Type
Length
Total Length Weight Per Unit Length
Total Weight
2.5" (65 mm)
I Eddy -Flow
118.25 ft (5.6 m)
118.25 ft (5.6 m) 15.3 lb/ft (7.89 kg/m)
197 Ibs (44 kg)
1.25" (32 mm)
I Eddy -Flow
182 ft (25 m)
182 ft (25 m) 2.02 lb/ft (3.01 kg/m)
1166 Ibs (75 kg)
Subtotal Weight
263 Ibs (119 kg)
Wp (incl. 15%)
302 Ibs (137 kg)
Main Size
2.5"
Type/Sch.
Eddy -Flow
Spacing (ft)
18.25
Total (Fpw)
Maximum Fpw per 9.3.5.5.2 (if applicable)
181 Ibs (82 kg)
549 lb (249 kg)
fTOLBraceTM Version 81 Use of TOLBraceTM is subject to terms and conditions per the end user license agreement
TOLBraceT"" Seismic Calculations
MAIN STREET COMMONS
550 MAIN ST
Brace Identification
Brace Type (Per NFPA#13)
Braced Pipe (ft)
Spacing of Brace
Orientation of Brace
Bracing Material
Maximum Brace Length
Slenderness Ratio used for Load Calculation
True Angle of Brace for Calculation
Type of Fastener
Length of Fastener
Job # 05043C
SB1
NFPA Type E
2.5" EddyFlow Pipe
18' 2.4" (5.56 m)
Lateral
1" Sch.40
7' 0" (2.13 m)
200
45*
1/2in. x 1-1/2in. Through -Bolt
1-1/2in.
Summary of Pipe within Zone of Influence
2.5" EddyFlow Pipe (63.5 mm) 18.25 ft (5.6 m)
1.25" EddyFlow, Pipe (31.75 mm) 182 ft (25 m)
G-Factor Used 0.598
Allowance for Heads and Fittings
15%
Conclusions
Total Adjusted Load of Pipe in Zone of Influence
180 Ibs (82 kg)
Material Capacity
1310 Ibs (594 kg)
Fastener Capacity
230 Ibs (104 kg)
Fig. 1001 Clamp
1131 Ibs (513 kg)
Fig.980 Universal Swivel
1425 Ibs (646 kg)
Structural Member
TJI
Calculations prepared by IAN
* The description of the Structural Member is for informational purposes only.
TOLBraceT" software calculates the brace assembly only, not the structure it is attached to.
Calculated with TOLBraceT' 8
Visit us at www.tolco.com
FMT* N
----------------------------+
WASHINGTON STATE
■ CERTIFICATE OF COMPETENCY ■
FIRE PROTECTION SPRINKLER SYSTEMS
Byron Richard Moye N
9419-0815-C Level ■
Northwest Fire Systems, LLC �2 .�
■ NOFff HFS928CR o A■
■ o■
77
Sign 1 t�71ffl
r............................A
TOLBraceTM Seismic Bracing Calculations
Contractor: NORTHWEST FIRE SYSTEM;
Project Address: MAIN STREET COMMONS Address: 22645 83RD AVE S
KENT, WA 98032 MIk
550 MAIN ST Phone: 206-772-7502 I:b"P g8nsrnessiNw&W6
EDMONDS, WA Licence: NORTHFS928CR
Job # 05043C Calculations based on 2016 NFPA Pamphlet #13
Brace Information
TOLCOTM Brace Components
Maximum Brace Length 7' 0" (2.134 m)
TOLCOTM Component Listed Load Adjusted Load
Diameter of Brace 1"
Fig. 1001 Clamp 1600 Ibs (726 kg) 1131 Ibs (513 kg)
Fig.980 Universal Swivel 2015 Ibs (914 kg) 1425 Ibs (646 kg)
Type of Brace Sch.40
See Fastener Information
Angle of Brace 45° 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)
Seismic Brace Assembly Detail
L/R Value 200
Max Horizontal Load 1310 Ibs (594 kg)
FlG. 980
UNIVERSAL SWAY CONCRETE
BRACEATTACHMENT ANCHOR
Fastener Information
Orientation to Connecting Surface NFPAType B
Fastener
STEEL APE
Type Through -Bolt
O
Diameter 1/2in.
Length 2-1 /2in.
RG. 1001
PIPE CLMP
Maximum Load 200 Ibs (91 kg)
Brace Identification on Plans SB2
Prying Factor N/A
Brace Type Lateral [ ] Longitudinal [ ] 4-Way [X]
Sprinkler System Load Calculation (Fpw = CpWp)
C = 0.598
Diameter
Type
Length
Total Length
Weight Per Unit Length
Total Weight
4" (100 mm)
Eddy -Flow
10 ft (3 m)
10 ft (3 m)
11.29 Ib/ft (16.8 kg/m)
113 Ibs (51 kg)
2.5" (65 mm)
Eddy -Flow
5 ft (1.5 m)
5 ft (1.5 m)
5.3 lb/ft (7.89 kg/m)
26 Ibs (12 kg)
1" (25 mm)
Sch. 10
4 ft (1.2 m)
4 ft (1.2 m)
1.81 lb/ft (2.69 kg/m)
7 Ibs (3 kg)
Subtotal Weight
146 Ibs (66 kg)
Wp (incl. 15%O)
168 Ibs (76 kg)
Main Size
4"
Type/Sch.
Eddy -Flow
Spacing (ft)
10
Total (Fpw)
Maximum Fpw per 9.3.5.5.2 (if applicable)
100 Ibs (46 kg)
N/A
fTOLBraceTM Version 81 Use of TOLBraceTM is subject to terms and conditions per the end user license agreement
TOLBraceT"" Seismic Calculations
MAIN STREET COMMONS
550 MAIN ST
Job # 05043C
FMT* N
PoweMw 6r6"S5 M MM&
Brace Identification
Brace Type (Per NFPA#13)
Braced Pipe (ft)
Spacing of Brace
Orientation of Brace
Bracing Material
Maximum Brace Length
Slenderness Ratio used for Load Calculation
True Angle of Brace for Calculation
Type of Fastener
Length of Fastener
SB2
NFPA Type B
4" EddyFlow Pipe
10' 0" (3.05 m)
Riser
1" Sch.40
7' 0" (2.13 m)
200
45*
1/2in. X 2-1/2in. Through -Bolt
2-1/2in.
Summary of Pipe within Zone of Influence
4" EddyFlow Pipe (101.6 mm)
110 ft (3 m)
2.5" EddyFlow Pipe (63.5 mm)
15 ft (1.5 m)
1" Sch.10 Steel Pipe (25.4 mm)
14 ft (1.2 m)
G-Factor Used 0.598
Allowance for Heads and Fittings
15%
Conclusions
Total Adjusted Load of Pipe in Zone of Influence
101 Ibs (46 kg)
Material Capacity
1310 Ibs (594 kg)
Fastener Capacity
200 Ibs (91 kg)
Fig. 1001 Clamp
1131 Ibs (513 kg)
Fig.980 Universal Swivel
1425 Ibs (646 kg)
Structural Member
TJI
Calculations prepared by IAN
* The description of the Structural Member is for informational purposes only.
TOLBraceT" software calculates the brace assembly only, not the structure it is attached to.
Calculated with TOLBraceT' 8
Visit us at www.tolco.com
----------------------------+
WASHINGTON STATE
■ CERTIFICATE OF COMPETENCY ■
FIRE PROTECTION SPRINKLER SYSTEMS
Byron Richard Moye N
9419-0815-C Level ■
Northwest Fire Systems, LLC �2 o�
■ NQRTHFS928CR o a■
1 0■
ExplrwJ �
Slgn 1213V21
TOLBraceTM Seismic Bracing Calculations
Contractor: NORTHWEST FIRE SYSTEM;
Project Address: MAIN STREET COMMONS Address: 22645 83RD AVE S
f
KENT, WA 98032
550 MAIN ST Phone: 206-772-7502 ftmwweiw+nasewiwdwde
EDMONDS, WA Licence: NORTHFS928CR
Job # 05043C Calculations based on 2016 NFPA Pamphlet #13
Brace Information
TOLCOTM Brace Components
Maximum Brace Length TO" (2.134 m)
TOLCOTM Component Listed Load Adjusted Load
Diameter of Brace 1..
Fig. 1001 Clamp 1000 Ibs (454 kg) 707 Ibs (321 kg)
Fig.980 Universal Swivel 2015 Ibs (914 kg) 1425 Ibs (646 kg)
Type of Brace Sch.40
See Fastener Information
Angle of Brace 45° 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)
Seismic Brace Assembly Detail
L/R Value 200
Max Horizontal Load 1310 Ibs (594 kg)
TOLCO FIG, 980
UNIVERSAL SWAY BRACE
ATTACHMENT
O+
Fastener Information
STEEL PIPE
Orientation to Connecting Surface NFPAType E
Fastener
Type Through -Bolt+
Diameter 1/2in.
Length 2-1 /2in.
q
TOLCO FIG. 1001
Maximum Load 280 Ibs (127 kg)
FAST CLAMP
Brace Identification on Plans SB3
Prying Factor N/A
Brace Type Lateral [X] Longitudinal [ ] 4-Way [ ]
Sprinkler System Load Calculation (Fpw = CpWp)
C = 0.598
Diameter
Type
Length
Total Length Weight Per Unit Length
Total Weight
2" (50 mm)
I Mega -Flow
110.5 ft (3.2 m)
110.5 ft (3.2 m) 13.63 lb/ft (5.4 kg/m)
138 Ibs (17 kg)
2" (50 mm)
I Eddy -Flow
17 ft (2.1 m)
7 ft (2.1 m) 13.98 lb/ft (5.92 kg/m)
128 Ibs (13 kg)
Subtotal Weight
66 Ibs (30 kg)
Wp (incl. 15%)
76 Ibs (34 kg)
Main Size
2"
Type/Sch.
Mega -Flow
Spacing (ft)
10.5
Total (Fpw)
Maximum Fpw per 9.3.5.5.2 (if applicable)
45 Ibs (21 kg)
298 Ib (135 kg)
fTOLBraceTM Version 81 Use of TOLBraceTM is subject to terms and conditions per the end user license agreement
TOLBraceT"" Seismic Calculations
MAIN STREET COMMONS
550 MAIN ST
Brace Identification
Brace Type (Per NFPA#13)
Braced Pipe (ft)
Spacing of Brace
Orientation of Brace
Bracing Material
Maximum Brace Length
Slenderness Ratio used for Load Calculation
True Angle of Brace for Calculation
Type of Fastener
Length of Fastener
Job # 05043C
SB3
NFPA Type E
2" MegaFlow Pipe
10'6"(3.2m)
Lateral
1" Sch.40
7' 0" (2.13 m)
200
45*
1/2in. X 2-1/2in. Through -Bolt
2-1/2in.
Summary of Pipe within Zone of Influence
2" MegaFlow Pipe (50.8 mm) 77577 (3.2 m)
2" EddyFlow Pipe (50.8 mm) 17 ft (2.1 m)
G-Factor Used 0.598
Allowance for Heads and Fittings
15%
Conclusions
Total Adjusted Load of Pipe in Zone of Influence
45 Ibs (20 kg)
Material Capacity
1310 Ibs (594 kg)
Fastener Capacity
280 Ibs (127 kg)
Fig. 1001 Clamp
707 Ibs (321 kg)
Fig.980 Universal Swivel
1425 Ibs (646 kg)
Structural Member
TJI
Calculations prepared by IAN
* 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 TOLBraceT"' 8
Visit us at www.tolco.com
E:�T*N
ftmVing 9fsinassV1OMMde
P----------------------------+
WASHINGTON STATE
■ CERTIFICATE OF COMPETENCY ■
FIRE PROTECTION SPRINKLER SYSTEMS
Byron Richard Moye N
9419-0815-C Level ■
i Northwest Fire Systems, LLC �2 o�
■ NQPTHFS928CR o a■
■ o■
tom. E 'Plros
� Slgn 12l31121 �
i............................
TOLBraceTM Seismic Bracing Calculations
Contractor: NORTHWEST FIRE SYSTEM;
Project Address: MAIN STREET COMMONS Address: 22645 83RD AVE S
f
KENT, WA 98032
550 MAIN ST Phone: 206-772-7502 ftmwweiw+nasewiwdwde
EDMONDS, WA Licence: NORTHFS928CR
Job # 05043C Calculations based on 2016 NFPA Pamphlet #13
Brace Information
TOLCOTM Brace Components
Maximum Brace Length TO" (2.134 m)
TOLCOTM Component Listed Load Adjusted Load
Diameter of Brace 1..
Fig. 1001 Clamp 1000 Ibs (454 kg) 500 Ibs (227 kg)
Fig.980 Universal Swivel 2015 Ibs (914 kg) 1007 Ibs (457 kg)
Type of Brace Sch.40
See Fastener Information
Angle of Brace 30° 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)
Seismic Brace Assembly Detail
L/R Value 200
Max Horizontal Load 926 Ibs (420 kg)
TOLCO FIG, 980
UNIVERSAL SWAY BRACE
ATTACHMENT
Fastener Information
STEEL PIPE+
Orientation to Connecting Surface NFPAType D
Fastener
Type Through -Bolt+
Diameter 1/2in.
Length 2-1 /2in.
q
TOLCO FIG. 1001
Maximum Load 160 Ibs (73 kg)
FAST CLAMP
Brace Identification on Plans SB4
Prying Factor N/A
Brace Type Lateral [X] Longitudinal [ ] 4-Way [ ]
Sprinkler System Load Calculation (Fpw = CpWp)
C = 0.598
Diameter
Type
Length
Total Length Weight Per Unit Length
Total Weight
2" (50 mm)
I Mega -Flow
118.9 ft (5.8 m)
118.9 ft (5.8 m) 13.63 lb/ft (5.4 kg/m)
169 Ibs (31 kg)
1.25" (32 mm)
I Eddy -Flow
138.1 ft (11.6 m)
138.1 ft (11.6 m) 12.02 lb/ft (3.01 kg/m)
77 Ibs (35 kg)
Subtotal Weight
146 Ibs (66 kg)
Wp (incl. 15%)
168 Ibs (76 kg)
Main Size
2"
Type/Sch.
Mega -Flow
Spacing (ft)
18.9
Total (Fpw)
Maximum Fpw per 9.3.5.5.2 (if applicable)
100 Ibs (46 kg)
298 Ib (135 kg)
fTOLBraceTM Version 81 Use of TOLBraceTM is subject to terms and conditions per the end user license agreement
TOLBraceT"" Seismic Calculations
MAIN STREET COMMONS
550 MAIN ST
Brace Identification
Brace Type (Per NFPA#13)
Braced Pipe (ft)
Spacing of Brace
Orientation of Brace
Bracing Material
Maximum Brace Length
Slenderness Ratio used for Load Calculation
True Angle of Brace for Calculation
Type of Fastener
Length of Fastener
Job # 05043C
SB4
NFPA Type D
2" MegaFlow Pipe
18' 10.8" (5.76 m)
Lateral
1" Sch.40
7' 0" (2.13 m)
200
30*
1/2in. X 2-1/2in. Through -Bolt
2-1/2in.
Summary of Pipe within Zone of Influence
2" MegaFlow Pipe (50.8 mm) 77977 (5.8 m)
1.25" EddyFlow, Pipe (31.75 mm) 138.1 ft (11.6 m)
G-Factor Used 0.598
Allowance for Heads and Fittings
15%
Conclusions
Total Adjusted Load of Pipe in Zone of Influence
100 Ibs (45 kg)
Material Capacity
926 Ibs (420 kg)
Fastener Capacity
160 Ibs (73 kg)
Fig. 1001 Clamp
500 Ibs (227 kg)
Fig.980 Universal Swivel
1007 Ibs (457 kg)
Structural Member
TJI
Calculations prepared by IAN
* 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 TOLBraceT"' 8
Visit us at www.tolco.com
E:�T*N
ftmVing 9fsinassV1OMMde
WASHINGTON STATE
CERTIFICATE OF COMPETENCY
FIRE PROTECTION SPRINKLER SYSTEMS
Byron Richard Moye N
9419-0815-C Level N •
Northwest Fire Systems, LLC 77 e�
NO HFS928CR CD e1
tom. ExP1.
Slgnad� 12131121
�............................a