FIR2021-0070+SEISMIC BRACING CALCS+7.9.2021_2.08.56_PM+2292793REVIEWED TOLBraceTM Seismic Bracing Calculations FIR2021-0070
Contractor: �'( ^ E C E I` v, E D
Project Address: HWY 99 EDMONDS APTS Address:
Jul 12 2021 E F=,'T * N
23326 HIGHWAY99 CITY OF EDMONDS Pawemog8nawsaWOAMwde
Phone'
DEVELOPMENT SERVICES
EDMONDS, WA 98057 Licence: DEPARTMENT
Job # NC20001 Calculations based on 2013 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) 1386 Ibs (629 kg)
Fig.980 Universal Swivel 2015 Ibs (914 kg) 1745 Ibs (792 kg)
Type of Brace Sch.40
See Fastener Information
Angle of Brace 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)
Seismic Brace Assembly Detail
L/R Value 200
Max Horizontal Load 1604 Ibs (728 kg)
TOLCO FIG. 980
UNIVERSAL SWAY BRACE
ATTACHMENT
0,
Fastener Information
STEEL PIPE
Orientation to Connecting Surface NFPAType F
Fastener
.a
Type KWIKBOLT
'�
Diameter 5
0�
Length 4.5
TOLCO FIG. 1001
Maximum Load 600 Ibs (272 kg)
FAST CLAMP
Brace Identification on Plans LATERAL BRACE #3
Prying Factor
Brace Type Lateral [X] Longitudinal � � 4-Way � �
Sprinkler System Load Calculation (Fpw = CpWp)
Cp = 0.589
Diameter Type
Length
Total Length
Weight Per Unit Length
Total Weight
4" (100 mm) Sch. 7
26 ft (7.9 m)
26 ft (7.9 m)
10.86 lb/ft (16.16 kg/m)
282 Ibs (128 kg)
1.5" (40 mm) Sch. 7
105 ft (32 m)
105 ft (32 m)
2.71 lb/ft (4.03 kg/m)
285 Ibs (129 kg)
Subtotal Weight
567 Ibs (257 kg)
Wp (incl. 15%)
652 Ibs (296 kg)
Main Size Type/Sch.
4" Sch. 7
Spacing (ft)
26
Total (Fpw)
Maximum Fpw per 9.3.5.5.2 (if applicable)
384 Ibs (174 kg)
760 lb (344 kg)
MI-BraceTMVersion 81 Use of TOLBraceTM is subject to terms and conditions per the end user license agreement
TOLBraceTM Seismic Calculation
HWY 99 EDMONDS APTS
23326 HIGHWAY 99
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 # NC20001
LATERAL BRACE #3
NFPA Type F
4" Sch.7 Steel Pipe
26' 0" (7.92 m)
Lateral
1" Sch.40
TO" (2.13m)
200
60'
KWIKBOLT
4.5
Summary of Pipe within Zone of Influence
4" Sch.7 Steel Pipe (101.6 mm) 26 ft (7.9 m)
1.5" Sch.7 Steel Pipe (38.1 mm) 1105 ft (32 m)
G-Factor Used 0.589
Allowance for Heads and Fittings
15%
Conclusions
Total Adjusted Load of Pipe in Zone of Influence
384 Ibs (174 kg)
Material Capacity
1604 Ibs (728 kg)
Fastener Capacity
600 Ibs (272 kg)
Fig. 1001 Clamp
1386 Ibs (629 kg)
Fig.980 Universal Swivel
1745 Ibs (792 kg)
Structural Member
CONCRETE COLUMN OR WALL
Calculations prepared by PB
* The description of the Structural Member is for informational purposes only.
TOLBraceTM software calculates the brace assembly only, not the structure it is attached to.
Calculated with TOI-Brace- 8
Visit us at www.tolco.com
EmT*N
Pnwem�g 8nsiriess Wwww &
TOLBraceTM Seismic Bracing Calculations
Contractor:
Project Address: HWY 99 EDMONDS APTS Address: EMT N
23326 HIGHWAY 99 Phone: Pawemog8nawsaWOAMwde
EDMONDS, WA 98057 Licence:
Job # NC20001 Calculations based on 2013 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. 4L Clamp 2015 Ibs (914 kg) 1745 Ibs (792 kg)
Fig.980 Universal Swivel 2015 Ibs (914 kg) 1745 Ibs (792 kg)
Type of Brace Sch.40
See Fastener Information
Angle of Brace 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)
Seismic Brace Assembly Detail
L/R Value 200
TOLCO FIG. 98
Max Horizontal Load 1604 Ibs (728 kg)
UNIVERSAL SWAY BRACE
ATTACHMENT 0
STEEL PIPE
Fastener Information
Orientation to Connecting Surface NFPAType C
Fastener
Q
Type KWIK-BOLT
TOLCO FIG. 4L O
PIPE CLAMP FOR
Diameter 5
SWAY BRACING RF
Length 4.5
;
Maximum Load 700 Ibs (318 kg)
----------------
O
Brace Identification on Plans LONGITUDINAL BRACE #4
Prying Factor
Brace Type Lateral � � Longitudinal [X] 4-Way � �
Sprinkler System Load Calculation (Fpw = CpWp)
Cp = 0.589
Diameter Type Length
Total Length Weight Per Unit Length
Total Weight
4" (100 mm) Sch. 40 60 ft (18.3 m)
60 ft (18.3 m) 16.4 lb/ft (24.41 kg/m)
984 Ibs (446 kg)
Subtotal Weight
984 Ibs (446 kg)
Wp (incl. 15%)
1132 Ibs (513 kg)
Main Size Type/Sch. Spacing (ft)
4" sch. 40 60
Total (Fpw)
Maximum Fpw per 9.3.5.5.2 (if applicable)
667 Ibs (302 kg)
N/A
fTOLBraceTM Version 81 Use of TOLBraceTM is subject to terms and conditions per the end user license agreement
TOLBraceTM Seismic Calculation
HWY 99 EDMONDS APTS
23326 HIGHWAY 99
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 # NC20001
LONGITUDINAL BRACE #4
NFPA Type C
4" Sch.40 Steel Pipe
60' 0" (18.29 m)
Longitudinal
1" Sch.40
TO" (2.13m)
200
60'
KWIK-BOLT
4.5
Summary of Pipe within Zone of Influence
4" Sch.40 Steel Pipe (101.6 mm) 60 ft (18.3 m)
G-Factor Used 0.589
Allowance for Heads and Fittings
15%
Conclusions
Total Adjusted Load of Pipe in Zone of Influence
667 Ibs (303 kg)
Material Capacity
1604 Ibs (728 kg)
Fastener Capacity
700 Ibs (318 kg)
Fig. 4L Clamp
1745 Ibs (792 kg)
Fig.980 Universal Swivel
1745 Ibs (792 kg)
Structural Member
CONCRETE WALL OR COLUMN
Calculations prepared by PB
* The description of the Structural Member is for informational purposes only.
TOLBraceTM software calculates the brace assembly only, not the structure it is attached to.
Calculated with TOI-Brace- 8
Visit us at www.tolco.com
EmT*N
Pnwem�g 8nsiriess Wwww &
TOLBraceTM Seismic Bracing Calculations
Contractor:
Project Address: HWY 99 EDMONDS APTS Address: EMT N
23326 HIGHWAY 99 Phone: Pawemog8nawsaWOAMwde
EDMONDS, WA 98057 Licence:
Job # NC20001 Calculations based on 2013 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. 4A Clamp 2015 Ibs (914 kg) 1425 Ibs (646 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
TOLCO FIG. 980
Max Horizontal Load 1310 Ibs (594 kg)
UNIVERSAL SWAY BRACE p
ATTACHMENT TYP.
STEEL PIPE
V, r
Fastener Information
Orientation to Connecting Surface NFPAType H
Fastener
Type Dual Through -Bolts - Fig.906
TOLCO FIG. 4A A '
PIPE CLAMP FOR
Diameter 1/2in. (13 mm)
SWAY BRACING
Length Minimum 4x Wood Member
0
Maximum Load 600 Ibs (272 kg)
Brace Identification on Plans LATERAL BRACE #5
Prying Factor N/A
Brace Type Lateral [X] Longitudinal [ ] 4-Way [ ]
Sprinkler System Load Calculation (Fpw = CpWp)
Cp = 0.589
Diameter Type Length
Total Length Weight Per Unit Length
�23.03
Total Weight
6" (150 mm) Sch. 10 32 ft (9.8 m)
32 ft (9.8 m) lb/ft (34.27 kg/m)
737 Ibs (334 kg)
Subtotal Weight
737 Ibs (334 kg)
Wp (incl. 15%)
848 Ibs (384 kg)
Main Size Type/Sch. Spacing (ft)
s" Sch. 10 32
Total (Fpw)
Maximum Fpw per 9.3.5.5.2 (if applicable)
499 Ibs (226 kg)
2269 Ib (1029 kg)
fTOLBraceTM Version 81 Use of TOLBraceTM is subject to terms and conditions per the end user license agreement
TOLBraceTM Seismic Calculation
HWY 99 EDMONDS APTS
23326 HIGHWAY 99
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 # NC20001
EmT*N
Pnwem�g 8nsiriess Wwww &
LATERAL BRACE #5
NFPA Type H
6" Sch.10 Steel Pipe
32' 0" (9.75 m)
Lateral
1" Sch.40
TO" (2.13m)
200
45'
1/2 (13 mm) Dual Through -Bolts Perpendicular to Beam - TOLCO Fig
Minimum 4x Wood Member
Summary of Pipe within Zone of Influence
6" Sch.10 Steel Pipe (152.4 mm) 32 ft (9.8 m)
G-Factor Used 0.589
Allowance for Heads and Fittings
15%
Conclusions
Total Adjusted Load of Pipe in Zone of Influence
499 Ibs (226 kg)
Material Capacity
1310 Ibs (594 kg)
Fastener Capacity
600 Ibs (272 kg)
Fig. 4A Clamp
1425 Ibs (646 kg)
Fig.980 Universal Swivel
1425 Ibs (646 kg)
Structural Member
WOOD BEAM
Calculations prepared by PB
* The description of the Structural Member is for informational purposes only.
TOLBraceTM 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 Bracing Calculations
Contractor:
Project Address: HWY 99 EDMONDS APTS Address: EMT N
23326 HIGHWAY 99 Phone: Pawemog8nawsaWOAMwde
EDMONDS, WA 98057 Licence:
Job # NC20001 Calculations based on 2013 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. 4L Clamp 2015 Ibs (914 kg) 1745 Ibs (792 kg)
Fig.980 Universal Swivel 2015 Ibs (914 kg) 1745 Ibs (792 kg)
Type of Brace Sch.40
See Fastener Information
Angle of Brace 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)
Seismic Brace Assembly Detail
L/R Value 200
Max Horizontal Load 1604 Ibs (728 kg)
TOLCO FIG. 980
UNIVERSAL SWAY
BRACE ATTACHMENT 00.1
STEEL PIPE
Fastener Information
Orientation to Connecting Surface NFPAType F
i
Fastener
Type Through -Bolt
TOLCO FIG. 4L
PIPE CLAMP FOR O
Diameter 3/4in.
SWAY BRACING-- ---------n
Length 5-1/2in.
Maximum Load 1065 Ibs (483 kg)
-------------
0
Brace Identification on Plans LONGITUDINAL BRACE #6
Prying Factor N/A
Brace Type Lateral [ ] Longitudinal [X] 4-Way [ ]
Sprinkler System Load Calculation (Fpw = CpWp)
Cp = 0.589
Diameter Type Length
Total Length Weight Per Unit Length
�23.03
Total Weight
6" (150 mm) Sch. 10 64 ft (19.5 m)
64 ft (19.5 m) lb/ft (34.27 kg/m)
1474 Ibs (669 kg)
Subtotal Weight
1474 Ibs (669 kg)
Wp (incl. 15%)
1695 Ibs (769 kg)
Main Size Type/Sch. Spacing (ft)
6" Sch. 10 64
Total (Fpw)
Maximum Fpw per 9.3.5.5.2 (if applicable)
998 Ibs (453 kg)
N/A
fTOLBraceTM Version 81 Use of TOLBraceTM is subject to terms and conditions per the end user license agreement
TOLBraceTM Seismic Calculation
HWY 99 EDMONDS APTS
23326 HIGHWAY 99
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 # NC20001
LONGITUDINAL BRACE #6
NFPA Type F
6" Sch.10 Steel Pipe
64' 0" (19.51 m)
Longitudinal
1" Sch.40
TO" (2.13m)
200
60'
3/4in. x 5-1/2in. Through -Bolt
5-1/2in.
Summary of Pipe within Zone of Influence
6" Sch.10 Steel Pipe (152.4 mm) 64 ft (19.5 m)
G-Factor Used 0.589
Allowance for Heads and Fittings
15%
Conclusions
Total Adjusted Load of Pipe in Zone of Influence
998 Ibs (453 kg)
Material Capacity
1604 Ibs (728 kg)
Fastener Capacity
1065 Ibs (483 kg)
Fig. 4L Clamp
1745 Ibs (792 kg)
Fig.980 Universal Swivel
1745 Ibs (792 kg)
Structural Member
WOOD BEAM
Calculations prepared by PB
* The description of the Structural Member is for informational purposes only.
TOLBraceTM software calculates the brace assembly only, not the structure it is attached to.
Calculated with TOLBrace- 8
Visit us at www.tolco.com
EmT*N
Pnwem�g 8nsiriess Wwww &