FIR2022-0096 FIR WC3 APPROVED- Seismic Bracing CalcsTOLBraceTM Seismic Bracing Calculations V8.8.178
Contractor: sfs
Project Address: Anthology of Edmonds Address: RECEIVED
E_T•N
Sep 12 2022
21200 72nd Ave W Powering Business Worldwide
Phone:
CITY OF EDMONDS
DEVELOPMENT SERVICES
Edmonds, WA 98026 Licence: DEPARTMENT
FI R2022-0096
Job # NC22102 Calculations based on 2013 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. 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)
RG. 980
HlNetSAL SWAY CONCRETE
BRACE ATTACHMENT ANCHOR
Fastener Information
Orientation to Connecting Surface NFPA Type B
Fastener
STEEL PIPE
Type KB-TZ
o
Diameter 1 /2"
Len th
g 4.5"
RG. 1001
PPE CLAMP
Maximum Load 761 Ibs (345 kg)
Brace Identification on Plans 1
Prying Factor
Brace Type Lateral[ ] Longitudinal 4-Way [X ]
Sprinkler System Load Calculation (Fpw = CpWp)
C = 0.61
Diameter Type
Length
Total Length Weight Per Unit Length
Total Weight
4" (100 mm) Sch. 7
40 ft (12.2 m)
40 ft (12.2 m) 10.86 lb/ft (16.16 kg/m)
434 Ibs (197 kg)
PLAN REVIEW ACCEPTANCE
FOR COMPLIANCE WITH THE APPLICABLE
CONSTRUCTION CODES IDENTIFIED BELOW.
❑ BUILDING ❑ STRUCTURAL
❑ MECHANICAL ❑ PLUMBING
❑ ELECTRICAL ❑ ENERGY
❑ ACCESSIBILITY ® FIRE
PLAN REVIEW ACCEPTANCE OF DOCUMENTS
DOES NOT AUTHORIZE CONSTRUCTION TO
PROCEED IN VIOLATION OF ANY FEDERAL,
BY:,24EL DATE:10/19i2022
Subtotal Weight
434 Ibs (197 kg)
WEST COAST CO DE CONSULTANTS, INC.
Wp (Incl. 15%)
499 Ibs (226 kg)
Main Size Type/Sch.
Spacing (ft)
I Total (Fpw)
304 Ibs (138 kg)
4" Sch. 7
40
Maximum Fpw per 9.3.5.5.2 (if applicable)
N/A
{TOLBrace"' Version 81 Use of TOLBrace"' is subject to terms and conditions per the end user license agreement
TOLBraceT"" Seismic Calculations
Anthology of Edmonds
21200 72nd 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 # NC22102
1
NFPA Type B
4" Sch.7 Steel Pipe
40' 0" (12.19 m)
Riser
1 " Sch.40
7' 0" (2.13 m)
200
45'
KB-TZ
4.5"
Summary of Pipe within Zone of Influence
4" Sch.7 Steel Pipe (101.6 mm) 40 ft (12.2 m)
G-Factor Used 0.61
Allowance for Heads and Fittings 15%
Conclusions
Total Adjusted Load of Pipe in Zone of Influence 305 Ibs (138 kg)
Material Capacity 1310 Ibs (594 kg)
Fastener Capacity 1678 Ibs (761 kg)
Fig. 1001 Clamp 1131 Ibs (513 kg)
Fig.980 Universal Swivel 1425 Ibs (646 kg)
Structural Member Concrete Deck
Calculations prepared by Shane C.
* 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
E=ToN
Pawenng Business Worldwide
TOLBraceTM Seismic Bracing Calculations V8.8.178
Contractor: sfs
Project Address: Anthology of Edmonds Address: 1F-T•N
21200 72nd Ave W Phone: Powenng8u9nesslNondwlde
Edmonds, WA 98026 Licence:
Job # NC22102 Calculations based on 2013 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. 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
Fastener Information
STEEL PIPE
Orientation to Connecting Surface NFPA Type F
Fastener
Type KB-TZ
Diameter 1 /2"
P®
Length 4.5"
TOLCO FIG. 1001
Maximum Load 761 Ibs (345 kg)
FAST CLAMP
Brace Identification on Plans 2
Prying Factor
Brace Type Lateral [X] Longitudinal 4-Way [ ]
Sprinkler System Load Calculation (Fpw = CpWp)
C = 0.61
Diameter Type
Length
Total Length
Weight Per Unit Length
Total Weight
3" (80 mm) Sch. 7
30 It (9.1 m)
30 ft (9.1 m)
7.18 lb/ft (10.68 kg/m)
215 Ibs (98 kg)
1.5" (40 mm) Sch. 7
124 ft (37.8 m)
124 ft (37.8 m)
2.71 lb/ft (4.03 kg/m)
336 Ibs (152 kg)
Subtotal Weight
551 Ibs (250 kg)
Wp (incl. 15%)
634 Ibs (287 kg)
Main Size Type/Sch.
3" Sch. 7
Spacing (ft)
30
Total (Fpw)
Maximum Fpw per 9.3.5.5.2 (if applicable)
387 Ibs (175 kg)
453 lb (205 kg)
{TOLBraceTm Version 81 Use of TOLBrace— is subject to terms and conditions per the end user license agreement
TOLBraceT"" Seismic Calculations
Anthology of Edmonds
21200 72nd 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 # NC22102
2
NFPA Type F
3" Sch.7 Steel Pipe
30' 0" (9.14 m)
Lateral
1 " Sch.40
7' 0" (2.13 m)
200
60'
KB-TZ
4.5"
Summary of Pipe within Zone of Influence
3" Sch.7 Steel Pipe (76.2 mm) 30 ft (9.1 m)
1.5" Sch.7 Steel Pipe (38.1 mm) 1124 ft (37.8 m)
G-Factor Used 0.61
Allowance for Heads and Fittings
15%
Conclusions
Total Adjusted Load of Pipe in Zone of Influence
387 Ibs (176 kg)
Material Capacity
1604 Ibs (728 kg)
Fastener Capacity
761 Ibs (345 kg)
Fig. 1001 Clamp
1386 Ibs (629 kg)
Fig.980 Universal Swivel
1745 Ibs (792 kg)
Structural Member
Concrete Deck
Calculations prepared by Shane C.
* 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
E=ToN
Pawenng Business Worldwide
TOLBraceTM Seismic Bracing Calculations V8.8.178
Contractor: sfs
Project Address: Anthology of Edmonds Address: 1F-T•N
21200 72nd Ave W Phone: Powenng8u9nesslNondwlde
Edmonds, WA 98026 Licence:
Job # NC22102 Calculations based on 2013 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 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 O
STEEL PIPE
Fastener Information
Orientation to Connecting Surface NFPA Type C
Fastener
Q
Type KB-TZ
TOLCO FIG. 4L p
PIPE CLAMP FOR
Diameter 1/2"
SWAY BRACING
"•
Length 4.5"
Maximum Load 761 Ibs (345 kg)
------------J
O
Brace Identification on Plans 3
Prying Factor
Brace Type Lateral[ ] Longitudinal [X] 4-Way [ ]
Sprinkler System Load Calculation (Fpw = CpWp)
C = 0.61
Diameter Type Length
Total Length Weight Per Unit Length
Total Weight
4" (100 mm) Sch. 7 80 ft (24.4 m)
80 ft (24.4 m) 10.86 lb/ft (16.16 kg/m)
869 Ibs (394 kg)
Subtotal Weight
869 Ibs (394 kg)
Wp (incl. 15%)
999 Ibs (453 kg)
Main Size Type/Sch. Spacing (ft)
4" Sch. 7 80
Total (Fpw)
Maximum Fpw per 9.3.5.5.2 (if applicable)
610 Ibs (277 kg)
N/A
{TOLBraceTm Version 81 Use of TOLBrace— is subject to terms and conditions per the end user license agreement
TOLBraceT"" Seismic Calculations
Anthology of Edmonds
21200 72nd 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 # NC22102
3
NFPA Type C
4" Sch.7 Steel Pipe
80' 0" (24.38 m)
Longitudinal
1 " Sch.40
7' 0" (2.13 m)
200
60'
KB-TZ
4.5"
Summary of Pipe within Zone of Influence
4" Sch.7 Steel Pipe (101.6 mm) 80 ft (24.4 m)
G-Factor Used 0.61
Allowance for Heads and Fittings 15%
Conclusions
Total Adjusted Load of Pipe in Zone of Influence 609 Ibs (276 kg)
Material Capacity 1604 Ibs (728 kg)
Fastener Capacity 1678 Ibs (761 kg)
Fig. 4L Clamp 1745 Ibs (792 kg)
Fig.980 Universal Swivel 1745 Ibs (792 kg)
Structural Member Concrete Deck
Calculations prepared by Shane C.
* 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
E=ToN
Pawenng Business Worldwide
TOLBraceTM Seismic Bracing Calculations V8.8.178
Contractor: sfs
Project Address: Anthology of Edmonds Address: E_T•N
21200 72nd Ave W Phone: PowenngBusiness Wortdmde
Edmonds, WA 98026 Licence:
Job # NC22102 Calculations based on 2013 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. 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)
RG. 980
UNIVHtSAL SWAY CONCRETE
BRACE ATTACHWNT ANCHOR
Fastener Information
Orientation to Connecting Surface NFPA Type B
Fastener
ar nR
Type Lag -Screw
O
Diameter 1/2in.
Len th
g 4-1 /2in.
RG. 1001
RPE CLAMP
Maximum Load 355 Ibs (161 kg)
Brace Identification on Plans 4
Prying Factor N/A
Brace Type Lateral[ ] Longitudinal 4-Way [X ]
Sprinkler System Load Calculation (Fpw = CpWp)
C = 0.61
Diameter Type Length
Total Length Weight Per Unit Length
Total Weight
4" (100 mm) Sch. 7 40 ft (12.2 m)
40 ft (12.2 m) 10.86 lb/ft (16.16 kg/m)
434 Ibs (197 kg)
Subtotal Weight
434 Ibs (197 kg)
Wp (incl. 15%)
499 Ibs (226 kg)
Main Size Type/Sch. Spacing (ft)
4^ Sch. 7 40
Total (Fpw)
Maximum Fpw per 9.3.5.5.2 (if applicable)
304 Ibs (138 kg)
N/A
{TOLBraceTM Version 81 Use of TOLBraceTM is subject to terms and conditions per the end user license agreement
TOLBraceT"" Seismic Calculations
Anthology of Edmonds
21200 72nd 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 # NC22102
4
NFPA Type B
4" Sch.7 Steel Pipe
40' 0" (12.19 m)
Riser
1 " Sch.40
7' 0" (2.13 m)
200
45'
1/2in. x 4-1/2in. Lag -Screw
4-1/2in.
Summary of Pipe within Zone of Influence
4" Sch.7 Steel Pipe (101.6 mm) 40 ft (12.2 m)
G-Factor Used 0.61
Allowance for Heads and Fittings 15%
Conclusions
Total Adjusted Load of Pipe in Zone of Influence 305 Ibs (138 kg)
Material Capacity 1310 Ibs (594 kg)
Fastener Capacity 783 Ibs (355 kg)
Fig. 1001 Clamp 1131 Ibs (513 kg)
Fig.980 Universal Swivel 1425 Ibs (646 kg)
Structural Member Framed Wall
Calculations prepared by Shane C.
* 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
E:T•N
Frnsr`�mq 6r xrness Wr��fdturdd
TOLBraceTM Seismic Bracing Calculations V8.8.178
Contractor: sfs
Project Address: Anthology of Edmonds Address: F-T•N
21200 72nd Ave W Phone: Pbmnng Business ftf0mac,
Edmonds, WA 98026 Licence:
Job # NC22102 Calculations based on 2013 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. 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. 98
UNIVERSAL SWAY BRACE
ATTACHMENT
Fastener Information
STEEL PIPE
Orientation to Connecting Surface NFPA Type C
Fastener
Type Through -Bolt'
Diameter 1/2in.
Length 3-1/2in.
TOLCO FIG. 1001
FAST CLAMP
Maximum Load 305 Ibs (138 kg)
Brace Identification on Plans 5
Prying Factor N/A
Brace Type Lateral [X] Longitudinal 4-Way [ ]
Sprinkler System Load Calculation (Fpw = CpWp)
C = 0.61
Diameter Type Length
Total Length Weight Per Unit Length
Total Weight
4" (100 mm) Sch. 7 40 ft (12.2 m)
40 ft (12.2 m) 10.86 lb/ft (16.16 kg/m)
434 Ibs (197 kg)
Subtotal Weight
434 Ibs (197 kg)
Wp (incl. 15%)
499 Ibs (226 kg)
Main Size Type/Sch. Spacing (ft)
4^ Sch. 7 40
Total (Fpw)
Maximum Fpw per 9.3.5.5.2 (if applicable)
304 Ibs (138 kg)
546 lb (247 kg)
{TOLBraceTm Version 81 Use of TOLBraceTM is subject to terms and conditions per the end user license agreement
TOLBraceT"" Seismic Calculations
Anthology of Edmonds
21200 72nd 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 # NC22102
5
NFPA Type C
4" Sch.7 Steel Pipe
40' 0" (12.19 m)
Lateral
1 " Sch.40
7' 0" (2.13 m)
200
60'
1/2in. X 3-1/2in. Through -Bolt
3-1/2in.
Summary of Pipe within Zone of Influence
4" Sch.7 Steel Pipe (101.6 mm) 40 ft (12.2 m)
G-Factor Used 0.61
Allowance for Heads and Fittings
15%
Conclusions
Total Adjusted Load of Pipe in Zone of Influence
305 Ibs (138 kg)
Material Capacity
1604 Ibs (728 kg)
Fastener Capacity
672 Ibs (305 kg)
Fig. 1001 Clamp
1386 Ibs (629 kg)
Fig.980 Universal Swivel
1745 Ibs (792 kg)
Structural Member
Wood structure
Calculations prepared by Shane C.
* 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
E:T•N
Frnsr`�mq 6r xrness Wr��fdturdd
TOLBraceTM Seismic Bracing Calculations V8.8.178
Contractor: sfs
Project Address: Anthology of Edmonds Address: F-T•N
21200 72nd Ave W Phone: Pbmnng Business ftf0mac,
Edmonds, WA 98026 Licence:
Job # NC22102 Calculations based on 2013 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 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 O
STEEL PIPE
Fastener Information
Orientation to Connecting Surface NFPA Type C
Fastener
Q
Type Through -Bolt
TOLCO FIG. 4L O
PIPE CLAMP FOR
Diameter 1/2in.
SWAY BRACING
Length 3-1 /2in.
6
Maximum Load 305 Ibs (138 kg)
--------I
O
Brace Identification on Plans 6
Prying Factor N/A
Brace Type Lateral[ ] Longitudinal [X] 4-Way [ ]
Sprinkler System Load Calculation (Fpw = CpWp)
C = 0.61
Diameter Type Length
Total Length Weight Per Unit Length
Total Weight
4" (100 mm) Sch. 7 40 ft (12.2 m)
40 ft (12.2 m) 10.86 lb/ft (16.16 kg/m)
434 Ibs (197 kg)
Subtotal Weight
434 Ibs (197 kg)
Wp (incl. 15%)
499 Ibs (226 kg)
Main Size Type/Sch. Spacing (ft)
4^ Sch. 7 40
Total (Fpw)
Maximum Fpw per 9.3.5.5.2 (if applicable)
304 Ibs (138 kg)
N/A
{TOLBraceTm Version 81 Use of TOLBraceTM is subject to terms and conditions per the end user license agreement
TOLBraceT"" Seismic Calculations
Anthology of Edmonds
21200 72nd 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 # NC22102
6
NFPA Type C
4" Sch.7 Steel Pipe
40' 0" (12.19 m)
Longitudinal
1 " Sch.40
7' 0" (2.13 m)
200
60'
1/2in. X 3-1/2in. Through -Bolt
3-1/2in.
Summary of Pipe within Zone of Influence
4" Sch.7 Steel Pipe (101.6 mm) 40 ft (12.2 m)
G-Factor Used 0.61
Allowance for Heads and Fittings
15%
Conclusions
Total Adjusted Load of Pipe in Zone of Influence
305 Ibs (138 kg)
Material Capacity
1604 Ibs (728 kg)
Fastener Capacity
672 Ibs (305 kg)
Fig. 4L Clamp
1745 Ibs (792 kg)
Fig.980 Universal Swivel
1745 Ibs (792 kg)
Structural Member
Wood structure
Calculations prepared by Shane C.
* 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
E:T•N
Frnsr`�mq 6r xrness Wr��fdturdd