Specifications Fl 2o)9- dU 140
09') SW 08+h PI-v i
ATR10't' 4708 NE MINNEHAHA ST
VANCOUVER,WA 98661
FIRE PROTECTION TEL(360)699-4403
FAX(360)699-4485
NOV 1 2 2019
s C
BU LD NG DiViSiON
Red Rock Creek
Commons
SEISMIC BRACE CALCULATIONS
JOB # 31-1451
TACOMA,WA OFFICE www.patriotfire.com SPOKANE,WA OFFICE
TEL(253)926-2290 PATRIFP099CF TEL(509)926-3428
FAX(253)922-6150 FAX(509)926-3708
•
TOLBraceTM Seismic Bracing Calculations \�,��co P o .
Contractor: Patriot Fire Protection 14 13 ;98P-p_ y
Project Address: Red Rock Creek Commons Address: 4708 NE Minnehaha Street �► '•
'a !r-
Vancouver,WA 98661 •• �.` GON
11090 SW 68th ParkwayO e �tb A,
— — Phone: 360-699-4403 ,9 4, 16 19 Q-
Tigard, OR License: PATRIFP099CF -10 J GESS
Job#31-1451 `EXPIRES:06 30/2/
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"Sch.40 Fig. 1001 Clamp 2015 lbs(914 kg) 1007 lbs(457 kg)
Fig.980 Universal Swivel 2015 lbs(914 kg) 1007 lbs(457 kg)
Type of Brace Sch.40 See Fastener Information
*Calculation Based on CONCENTRIC Loading
Angle of Brace 30° Min.
*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 0.42'1 mml
Seismic Brace Assembly Detail
L/R Value 200
Max Horizontal Load 926 ibsj420 kg)
TOLCO FIG. 980
UNIVERSAL SWAY BRACE
ATTACHMENT
Fastener Information STEEL PIPE `m
Orientation to Connecting Surface NFPA Type A_
Fastener eI F•,,,�
Type Lag-Screw __._-_._ _. �lie*-
��
Diameter 1/2in. �'
Length 4-1/2in. TOLCO FIG.
FAST CLAMP ��•
Maximum Load 300 lbs(136 kg) 4 44
Brace Identification on Plans Lateral-1
Prying Factor N/A Brace Type Lateral[X] Longitudinal[ ] 4-Way[ ]
Sprinkler System Load Calculation (Fpw= CpWp)
C p= ____ 0.5____
Diameter Type Length Total Length Weight Per Unit Length Total Weight
4"(100 mm) Sch.40 27 ft(8.2 m) 27 ft(8.2 m) 16.4 lb/ft(24.41 kg/m) 443 lbs(201 kg)
Subtotal Weight 443 lbs(201 kg)
- Wp(incl. 15%) 509 lbs(231 kg)
Main Size Type/Sch. Spacing(ft) Total(Fpw) 255 lbs(116 kg)
4" Sch.40 27 Maximum Fpw per 9.3.5.5.2(if applicable) 1954 lb(886 kg)
{TOLBraceT"Version 81 Use of TOLBraceT°is subject to terms and conditions per the end user license agreement
TOLBraceTM Seismic Calculations
Red Rock Creek Commons Job#31-1451
11090 SW 68th Parkway F.ATØN
Brace Identification Lateral- 1
Brace Type(Per NFPA#13) NFPATypeA
Braced Pipe(ft) 4"Sch.40 Steel Pipe
_ Spacing of Brace 27'0"(8.23 m)
Orientation of Brace Lateral
Bracing Material 1"Sch.40
Maximum Brace Length 7'0"(2.13 m)
Slenderness Ratio used for Load Calculation 200
True Angle of Brace for Calculation 30°
Type of Fastener 1/2in.x 4-1/2in. Lag-Screw
Length of Fastener 4-1/2in.
Summary of Pipe within Zone of Influence
4"Sch.40 Steel Pipe(101.6 mm) 27 ft(8.2 m)
Allowance for Heads and Fittings 15%
Conclusions
Total Adjusted Load of Pipe in Zone of Influence 255 lbs(116 kg)
Material Capacity 926 lbs(420 kg)
Fastener Capacity 300 lbs(136 kg)
Fig. 1001 Clamp 1007 lbs(457 kg)
Fig.980 Universal Swivel 1007 lbs(457 kg)
Structural Member Wood TJIs
Calculations prepared by Jake Trenda
- *The description of the Structural Member is for informational purposes only.
TOLBraceTu software calculates the brace assembly only,not the structure it is attached to.
Calculated with TOLBraceT.8
Visit us at www.tolco.com
ITOLBraceTM Seismic Bracing Calculations t`��GPNEFFs�r
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Contractor: Patriot Fire Protection 'w 13 98P
Project Address: Red Rock Creek Commons -•
�-� Address: 4708 NE Minnehaha Street vita. • -
� 's
gip ,
Vancouver,WA 98661 0 GON
11090 SW 68th Parkway .�
Phone: 360-699-4403 �.� °6 16 \9 Q.
Tigard, OR •
License: PATRIFP099CF �0 J Geg-<c'
Job#31-1451 1
Calculations based on 2016 NFPA Pamphlet#13 !EXPIRES:G6 3000/2/
Brace Information TOLCOTM Brace Components
Maximum Brace Length 7'0"(2.134 m) TOLCOTM Component Listed Load Adjusted Load
Diameter of Brace 1"Sch.40 _ Fig.4LA Clamp 1000 lbs(454 kg) 500 lbs(227 kg)
Fig.980 Universal Swivel 2015 lbs(914 kg) 1007 lbs(457 kg)
Type of Brace Sch. 10 See Fastener Information
*Calculation Based on CONCENTRIC Loading
Angle of Brace 30°Min.
*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 mmj p
Seismic Brace Assembly Detail
L/R Value 200
Max Horizontal Load 926 lbs(420 k9)
USVFIBGI SYIJT
BBPCF•TT�CIIYFM
Fastener Information 43
BRACE PI...
Orientation to Connecting Surface NFPA Type A
WORE I MCP"B SFA
"UiWlF"EW11Y
Fastener
Type Lag-Screw 011Ir
Diameter 1/2in. $ /
I X
Length 4-1/2in. 4IA MI PG
Maximum Load 300 lbs(136 kg) "n rim
Brace Identification on Plans Longitudinal-2
Prying Factor N/A �_. Brace Type Lateral[ 7 Longitudinal[X] 4-Way[ ]
Sprinkler System Load Calculation (Fpw=CpWp)
Cp= 0:5.___._-.
Diameter Type Length Total Length Weight Per Unit Length Total Weight
4"(100 mm) Sch. 10 40 ft(12.2 m) 40 ft(12.2 m) 11.78 lb/ft(17.53 kg/m) 471 lbs(214 kg)
Subtotal Weight 471 lbs(214 kg)
Wp(incl. 15%) 542 lbs(246 kg)
Main Size Type/Sch. Spacing(ft) I Total(Fpw) 271 lbs(123 kg)
4" Sch.10 40 Maximum Fpw per 9.3.5.5.2(if applicable) N/A
{TOLBraceTM Version 8) Use of TOLBraceM is subject to terms and conditions per the end user license agreement
TOLBraceTM Seismic Calculation
Red Rock Creek Commons Job#31-1451
11090 SW 68th Parkway F TioN
Pewa,inq BusinessWorldwide
Brace Identification Longitudinal-2
Brace Type(Per NFPA#13) NFPA Type A
Braced Pipe(ft) 4"Sch.10 Steel Pipe
Spacing of Brace 40'0"(12.19 m)
Orientation of Brace Longitudinal
Bracing Material 1"Sch.40
Maximum Brace Length 7'0"(2.13 m)
Slenderness Ratio used for Load Calculation 200
True Angle of Brace for Calculation 30°
Type of Fastener 1/2in.x 4-1/2in. Lag-Screw
Length of Fastener 4-1/2in.
Summary of Pipe within Zone of Influence
4"Sch.10 Steel Pipe(101.6 mm) 140 ft(12.2 m)
Allowance for Heads and Fittings 15%
Conclusions
Total Adjusted Load of Pipe in Zone of Influence 271 lbs(123 kg)
Material Capacity 926 lbs(420 kg)
Fastener Capacity 300 lbs(136 kg)
Fig.4LA Clamp 500 lbs(227 kg)
Fig.980 Universal Swivel 1007 lbs(457 kg)
Structural Member Wood TJIs
Calculations prepared by Jake Trenda
- *The description of the Structural Member is for informational purposes only.
TOLBraceTT"software calculates the brace assembly only,not the structure it is attached to.
Calculated with TOLBrace,TM 8
Visit us at www.tolco.com