FIR2024-0006+Calculations+1.26.2024_9.15.38_AM+4022064TOLBraceTM Seismic Bracing Calculations V8.8.124
Contractor: North West Fire Systems
Project Address: TRIKE STOP Address: 22645 83rd ave s
Kent, WA 98032 .
23107 100TH AVE W Phone: 2067727502 PowenngBusoessWorfdwlde
EDMONDS, WA Licence: RECEIVED
Jan 26 2024
oPME�TS ER���Es
Job # 05392C FIR2024-0006 ESE 0 E RVI
Calculations based on 2016 NFPA Pamphlet #13 °ERARTMENT
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 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 FIO.9W
UNIVERSAL AVBRACE
ATT ACNNENT
BRACE PIPE
Fastener Information
Orientation to Connecting Surface NFPA Type E
Fastener
Type 1/2in. x 4 1/2in. Lag Screw / Bolt
Diameter 1/2in.
Length 4 1 /2in.
Maximum Load 235 Ibs (107 kg)
T�`O
PIPE CLAMP FOR
9tlAV gt ACINO
Brace Identification on Plans SB-1
Prying Factor N/A
Brace Type Lateral[X] Longitudinal 4-Way [ ]
Sprinkler System Load Calculation (Fpw = CpWp)
C = 0.602
Diameter
Type
Length
Total Length
Weight Per Unit Length
Total Weight
3" (80 mm)
Sch. 10
10 ft (3 m)
10 ft (3 m)
7.94 Ib/ft (11.82 kg/m)
79 Ibs (36 kg)
1.5" (40 mm)
Sch. 10
77 ft (23.5 m)
77 ft (23.5 m)
3.04 lb/ft (4.52 kg/m)
234 Ibs (106 kg)
1" (25 mm)
Sch. 40
4.39 ft (1.3 m)
4.39 ft (1.3 m)
2.05 lb/ft (3.05 kg/m)
9 Ibs (4 kg)
Subtotal Weight
322 Ibs (146 kg)
Wp (incl. 15%)
370 Ibs (168 kg)
Main Size
3^
Type/Sch.
Sch. 10
Spacing (ft)
10
Total (Fpw)
Maximum Fpw per 9.3.5.5.2 (if applicable)
223 Ibs (101 kg)
966 lb (438 kg)
fTOLBraceTM Version 81 Use of TOLBraceTM is subject to terms and conditions per the end user license agreement
TOLBraceT"" Seismic Calculations
TRIKE STOP
23107 100TH AVE W
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 # 05392C
SB-1
NFPA Type E
3" Sch.10 Steel Pipe
10' 0" (3.05 m)
Lateral
1" Sch.40
7' 0" (2.13 m)
200
45'
1/2in. x 4 1/2in. Lag Screw or Lag Bolt
4 1/2in.
Summary of Pipe within Zone of Influence
F.XoN
Pawenng Business Worldwide
3" Sch.10 Steel Pipe (76.2 mm)
110 ft (3 m)
1.5" Sch.10 Steel Pipe (38.1 mm)
177 ft (23.5 m)
1" Sch.40 Steel Pipe (25.4 mm)
14.39 ft (1.3 m)
G-Factor Used 0.602
Allowance for Heads and Fittings
15%
Conclusions
Total Adjusted Load of Pipe in Zone of Influence
223 Ibs (101 kg)
Material Capacity
1310 Ibs (594 kg)
Fastener Capacity
235 Ibs (107 kg)
Fig. 1001 Clamp
1414 Ibs (641 kg)
Fig.980 - 1/2" Universal Swivel
1485 Ibs (674 kg)
Structural Member
WOOD TRUSS
Calculations prepared by BRYAN FARMER
* The description of the Structural Member is for informational purposes only.
TOLBraceTI software calculates the brace assembly only, not the structure it is attached to.
Calculated with TOLBrace— 8
Visit us at www.tolco.com
■ Ex Iron
WASHINGTON STATE
■ DEC 37, 2a
CERTIFICATE OF COMPETENCY ■
FIRE SPRINKLER SYSTEMS
Byron Richard Moye ;
9419-0815-C Level ;
Nort est Fire Systems, LLC ;
F��,8CR01/26/2024 i
j1 nature Date j
r............................a
TOLBraceTM Seismic Bracing Calculations V8.8.124
Contractor: North West Fire Systems
Project Address: TRIKE STOP Address: 22645 83rd ave s
Kent, WA 98032 .
23107 100TH AVE W Phone: 2067727502 PowenngBusoessWorfdwlde
EDMONDS, WA Licence:
Job # 05392C 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. 980
O
BRACE PIPE
Fastener Information
Orientation to Connecting Surface NFPA Type E
Fastener
Type 1/2in. x 3 1/2in. Lag Screw / Bolt
O TOLCO FIG.4L
Diameter 1/2in.
Length 31/2in.
Maximum Load 220 Ibs (100 kg)
L
Brace Identification on Plans SB-2
Prying Factor N/A
Brace Type Lateral [ ] Longitudinal [X] 4-Way [ ]
Sprinkler System Load Calculation (Fpw = CpWp)
C = 0.602
Diameter Type Length
Total Length Weight Per Unit Length
Total Weight
3" (80 mm) Sch. 10 40 ft (12.2 m)
40 ft (12.2 m) 7.94 Ib/ft (11.82 kg/m)
318 Ibs (144 kg)
Subtotal Weight
318 Ibs (144 kg)
Wp (incl. 15%)
366 Ibs (166 kg)
Main Size Type/Sch. Spacing (ft)
3^ sch. 10 40
Total (Fpw)
Maximum Fpw per 9.3.5.5.2 (if applicable)
220 Ibs (100 kg)
N/A
fTOLBracelm Version 81 Use of TOLBracelm is subject to terms and conditions per the end user license agreement
TOLBraceT"" Seismic Calculations
TRIKE STOP
23107 100TH AVE W
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 # 05392C
SB-2
NFPA Type E
3" Sch.10 Steel Pipe
40' 0" (12.19 m)
Longitudinal
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
3" Sch.10 Steel Pipe (76.2 mm) 40 ft (12.2 m)
G-Factor Used 0.602
Allowance for Heads and Fittings
15%
Conclusions
Total Adjusted Load of Pipe in Zone of Influence
220 Ibs (100 kg)
Material Capacity
1310 Ibs (594 kg)
Fastener Capacity
220 Ibs (100 kg)
Fig. 4L Clamp
1414 Ibs (641 kg)
Fig.980 - 1/2" Universal Swivel
1485 Ibs (674 kg)
Structural Member
WOOD TRUSS
Calculations prepared by BRYAN FARMER
* The description of the Structural Member is for informational purposes only.
TOLBraceTI software calculates the brace assembly only, not the structure it is attached to.
Calculated with TOLBrace— 8
Visit us at www.tolco.com
F.XoN
Pawenng Business Worldwide
.............................
Ex Iron
WASHINGTON STATE
DEC3'I, 24
CERTIFICATE OF COMPETENCY
FIRE SPRINKLER SYSTEMS
Byron Richard Moye ;
9419-0815-C Level
Nort est Fire Systems, LLC ;
N 8CR ;
i 01/26/2024 i
t nature Date
.............................i