FIR2022-0033+bracing+3.31.2022_9.23.27_AM+2772904TOLBraceTM Seismic Bracing Calculations V8.8.118
Contractor: northwest fire
Project Address: MAIN ST COMMON EAST Address: 22645 83rd ave s
f
kent, 98032 *
wa
0 MAIN ST 558 (east bldg) Phone: 2067727502 Powtisnrrg6 s41e56lM1w+dwrde
Licence: RECEIVED
EDMONDS, WA
Mar 31 2022
Job # 05043C Calculations based on 2016 NFPA Pamphlet#13
CITY OF EDMONDS
Brace Information
TOLCOTM Brace Components
TOLCOTM Component Listed Load Adjusted Load
Maximum Brace Length TO" (2.134 m)
Diameter of Brace 1
Fig. 1001 Clamp 1600 Ibs (726 kg) 1131 Ibs (513 kg)
Fig.980 - 1/2" Universal SWIVE 2100 Ibs (953 kg) 1485 Ibs (674 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)
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Fastener Information
Orientation to Connecting Surface NFPA Type E
Fastener
Type 1/2in. x 3 1/2in. Lag Screw / Bolt
Diameter 1/2in.
Length 3 1/2in.
Maximum Load 220 Ibs (100 kg)
SWAY �??.IO
Brace Identification on Plans SB-1
Prying Factor N/A
Brace Type Lateral [X] Longitudinal [ ] 4-Way [ ]
Sprinkler System Load Calculation (Fpw = CpWp)
CP = 0.598
Diameter
Type
Length
Total Length Weight Per Unit Length
Total Weight
2.5" (65 mm)
I Eddy -Flow
121 ft (6.4 m)
121 ft (6.4 m) 15.3 lb/ft (7.89 kg/m)
1111 Ibs (50 kg)
1.25" (32 mm)
Eddy -Flow
76.5 ft (23.3 m)
176.5 ft (23.3 m) 2.02 lb/ft (3.01 kg/m)
155 Ibs (70 kg)
Subtotal Weight
266 Ibs (121 kg)
Wp (incl. 15%)
306 Ibs (139 kg)
Main Size
2.5"
Type/Sch.
Eddy -Flow
Spacing (ft)
21
Total (Fpw)
Maximum Fpw per 9.3.5.5.2 (if applicable)
183 Ibs (83 kg)
440 Ib (199 kg)
1TOLBraceT'" Version 81 Use of TOLBraceTM is subject to terms and conditions per the end user license agreement
TOLBraceT"" Seismic Calculations
MAIN ST COMMON EAST
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
SB-1
NFPA Type E
2.5" EddyFlow Pipe
21' 0" (6.4 m)
Lateral
1" Sch.40
7' 0" (2.13 m)
200
45'
1/2in. x 3 1/2in. Lag Screw or Lag Bolt
3 1 /2in.
Summary of Pipe within Zone of Influence
2.5" EddyFlow Pipe (63.5 mm) 21 ft (6.4 m)
1.25" EddyFlow Pipe (31.75 mm) 176.5 ft (23.3 m)
G-Factor Used 0.598
Allowance for Heads and Fittings 15%
Conclusions
Total Adjusted Load of Pipe in Zone of Influence 183 Ibs (83 kg)
Material Capacity 1310 Ibs (594 kg)
Fastener Capacity 485 Ibs (220 kg)
Fig. 1001 Clamp 1131 Ibs (513 kg)
Fig.980 - 1/2" Universal Swivel 1485 Ibs (674 kg)
Structural Member GLB
Calculations prepared by BRYAN FARMER
*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
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Ponrerirrg 9aa AMC womww
----------------------------+
WASHINGTON STATE
■ CERTIFICATE OF COMPETENCY ■
FIRE PROTECTION SPRINKLER SYSTEMS
Byron Richard Moye N
9419-0815-C Level 0 ■
Northwest Fire Systems, LLC N ,�
NO HFS928CR o o�
■ Expliea ;
Ygna 72/37/22
----------------------------
TOLBraceTM Seismic Bracing Calculations V8.8.118
Contractor: northwest fire
Project Address: MAIN ST COMMON EAST Address: 22645 83rd ave s
f
*
kent, wa 98032
550 MAIN ST Phone: 2067727502 Powermg&Wu IasewordMe
EDMONDS, WA Licence:
Job # 05043C Calculations based on 2016 NFPA Pamphlet#13
Brace Information
TOLCOTM Brace Components
TOLCOTM Component Listed Load Adjusted Load
Maximum Brace Length TO" (2.134 m)
Diameter of Brace 1
Fig. 4L Clamp 2000 Ibs (907 kg) 1414 Ibs (641 kg)
Fig.980 - 1/2" Universal SWIVE 2100 Ibs (953 kg) 1485 Ibs (674 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 9800
ERACE PIPE
Fastener Information
Orientation to Connecting Surface NFPA Type E
Fastener
Type 1/2in. x 3 1/2in. Thru Bolt
O TOLCO PIG 4L
Diameter 1/2in.
Length 31/2in.
Maximum Load 350 Ibs (159 kg)
Brace Identification on Plans SB-2
Prying Factor N/A
Brace Type Lateral[ ] Longitudinal [X] 4-Way [ ]
Sprinkler System Load Calculation (Fpw = CpWp)
CP = 0.598
Diameter
Type
Length
Total Length
Weight Per Unit Length
Total Weight
2.5" (65 mm)
Eddy -Flow
17.375 ft (5.3 m)
17.375 ft (5.3 m)
5.3 Ib/ft (7.89 kg/m)
92 Ibs (42 kg)
1.5" (40 mm)
Eddy -Flow
69.79 ft (21.3 m)
69.79 ft (21.3 m)
2.86 lb/ft (4.26 kg/m)
200 Ibs (91 kg)
1.25" (32 mm)
Eddy -Flow
5.375 ft (1.6 m)
5.375 ft (1.6 m)
2.02 lb/ft (3.01 kg/m)
11 Ibs (5 kg)
1.25" (32 mm)
Sch. 40
5.25 ft (1.6 m)
5.25 ft (1.6 m)
2.93 lb/ft (4.36 kg/m)
15 Ibs (7 kg)
1" (25 mm)
Sch. 40
64.375 ft (19.6 m)
64.375 ft (19.6 m)
2.05 lb/ft (3.05 kg/m)
132 Ibs (60 kg)
Subtotal Weight
450 Ibs (204 kg)
Wp (incl. 15%)
518 Ibs (235 kg)
Main Size
2.5"
Type/Sch.
Eddy -Flow
Spacing (ft)
17.375
Total (Fpw)
Maximum Fpw per 9.3.5.5.2 (if applicable)
309 Ibs (140 kg)
N/A
1TOLBraceT'" Version 81 Use of TOLBraceTM is subject to terms and conditions per the end user license agreement
TOLBraceT"" Seismic Calculations
MAIN ST COMMON EAST
550 MAIN ST
Job # 05043C
E:�T*N
Ponrerirrg 9aa AMC womww
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
SB-2
NFPA Type E
2.5" EddyFlow Pipe
17' 4.8" (5.3 m)
Longitudinal
1" Sch.40
7' 0" (2.13 m)
200
45'
1/2in. x 3 1/2in. Thru Bolt
3 1 /2in.
Summary of Pipe within Zone of Influence
2.5" EddyFlow Pipe (63.5 mm)
17.375 ft (5.3 m)
1.5" EddyFlow Pipe (38.1 mm)
69.79 ft (21.3 m)
1.25" EddyFlow Pipe (31.75 mm)
5.375 ft (1.6 m)
1.25" Sch.40 Steel Pipe (31.75 mm)
5.25 ft (1.6 m)
1" Sch.40 Steel Pipe (25.4 mm)
64.375 ft (19.6 m)
G-Factor Used 0.598
Allowance for Heads and Fittings
15%
Conclusions
Total Adjusted Load of Pipe in Zone of Influence
309 Ibs (140 kg)
wASNIN[iTOX STATE
■
CERTIFICATE OF COMPETENCY
Material Capacity
1310 Ibs (594 kg)
FIRE PROTECTION SPRINKLER SYSTEMS
Fastener Capacity
350 Ibs (159 kg)
■
Byron Richard Moe ■
y y N
9419-0815-C Level 3
Fig. 4L Clamp
1414 Ibs (641 kg)
■
Northwest Fire Systems, LLC Co ■
N THFS928CR o o;
Fig.980 - 1/2" Universal Swivel
1485 Ibs (674 kg)
r
■
■
Expires ■
Structural Member
GLB
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ingnaiuir4,zis,nz
m.............. r
Calculations prepared by BRYAN FARMER
*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