20160114 SEISMIC CALCS 06292016Tol -Brace Seismic Calculations
Emerald Fire
Project Address: Yelm 9 Unit _ 11021 Cramer Rd KIP N
COWERS-Line &TQLCQ
Gig Harbor WA 98329
1315 Yelm AVE W 253- 857 -2056
Yelm WA EMERAFL980MR
Job #216052 Calculations based on 2013 NFPA Pamphlet #13
Brace Information
Tolco Brace Components
35'0" (10.67 m)
Tolco Component Pig. Number Adjusted Load
Maximum Spacing
T.0" (2.13 m)
FigAL Clamp 1425 Ibs (646 kg)
Maximum Brace Length -
1" Sch.40
Fig.909 No- Thread Swivel 1425 Ibs (646 kg)
Bracing Material -. - -
45° Min.
"Calculation Based on CONCENTRIC Loading
Angle from Vertical
'Please Note: These calculations are for Tolco components only. Use of any
other components voids these calculations and the listing of the assembly.
Least Rad. of Gyration 0.42" (11 mm)
Assembly Detail
L1R Value 200 - -
TOLCO FIG. 909
Max Horizontal Load 1310 lb5 (594 kg)
NO- THREAD SWIVEL SWAY 0
BRACE ATTACHMENT
( 0.5824
Force Factor Cp) _. —
STEEL. PIPE
LATERAL BRACE
TOLCO FIG. 4L p
Fastener Information
Fastener Orientation NFPA Type E
PIPE CLAMP FOR —
SWAY BRACING
Maximum Load 360 Ibs (163 kg)
Diameter 1 /2in. (13 mm)
Length 3 -1 /2in. (89 mm)
Type Dual Lag Bolts - Fig -906
Orientation of Brace Longitudinal
Size and Type of Pipe Total Length
Total Calculated Load
4" Sch.10 Steel Pipe (101.6 mm) 35ft (1 D.7 m)
240 lbs (109 kg)
Percentage added for Fittings and Sprinklers
15%
36 Ibs (16.33 kg)
Total Adjusted Load of all pipe within Zone of Influence
276 Ibs (125 kg)
{Tot -Brace Version 71
Tol -Brace Seismic Calculations
Yelm 9 Unit
1315 Yelm AVE W
Brace Identification
Brace Type (Per NFPA #13)
Braced Pipe
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 # 216052
COOPPEER 8-Line I &TQLCQ
Worst Case Longitudinal
NFPA Type E
4" Sch.10 Steel Pipe
35' 0" (10.67 m)
Longitudinal
1" Sch.40
7'0" (2.13 m)
200
45°
112 x 3 -1/2 (13 x 89 mm) Dual Lag Bolts Perpendicular to Beam - TOLCI
3- 1 /2in_ (89 mm)
girmmary of Pine within Zone of Influence
G- Factor Used 0.5824
Allowance for Heads and Fittings
15%
Conclusions
Total Adjusted Load of Pipe in Zone of Influence
276 Ibs (125 kg)
Material Capacity
1310 ibs (594 kg)
Fastener Capacity
360 Ibs (163 kg)
FigAL. Clamp
1425 lbs (646 kg)
Fig.909 No- Thread Swivel
1425 Ibs (646 kg)
Structural Member
Doubled Truss
Calculations prepared by Michael Hallengren
*The description of the Structual Member is for informational purposes only.
Tol -Brace software calculates the brace assembly only, not the structure it is attached to.
Calculated with Tol -Brace 7
visit us at WwWAUCO.com
Tol -Brace Seismic Calculations
Emerald Fire
Project Address: Yelm 9 Unit 11021 Cramer Rd KP N
C00111111 B -Line @TDLCO
Gig Harbor WA 98329
1315 Yelm AVE W
253-957-2056
Yelm WA EMERAFL980MR
Job # 216052 Calculations based on 2013 NFPA Pamphlet#13
Brace Information
Tolco Brace Components
14'0" (4.27 m)
Tolco Component Fig. Number Adjusted Load
Maximum Spacing
59 Ibs (26.76 kg)
Maximum Brace Length TO" (2.13 m)
Fig4LA (Let) Clamp 707 Ibs (321 kg)
1" Sch.40
Fig.909 No- Thread Swivel 1425 1 b (646 kg)
Bracing Material - _ - _- -
45° Min.
*Calculation Based on CONCENTRIC Loading
Angle from Vertical -
*Please Note: These calculations are for Tolco components only. Use of any
other components voids these calculations and the listing of the assembly.
Least Rad. of Gyration 0.42" (11 mm)
Assembly Detail
UR Value 200
Max Horizontal Load 1310 Ibs (594 kg)
Force Factor(Cp) 0.5824 _
gB{{��NEETo�corroca4
MO- THBEA4 VMVECSWAY -
BRA" ATTACNYEl1T
Fastener Information
BRACE "IF.
Fastener Orientation NFPA Type E w,
Bd1NE I TQLG0 FOR 4LA
Maximum Load 600 Ibs (272 k9)
TN, F„,
BRACE ATFACkMENT
Diameter 1/2in..(13 mm)
Length Minimum 4x Wood Member
Type Dual Through -Bolts - Fig.906
Orientation of Brace Lateral
Size and Type of Pipe
Total Length
Total Calculated Load
4" Sch.10 Steel Pipe (101.6 mm)
14ft (4.3 m)
96 Ibs (44 kg)
2" Sch.10 Steel Pipe (50.8 mm)
120ft (36.6 m)
295 lbs (134 kg)
Percentage added for Fittings and Sprinklers
5 °/n
59 Ibs (26.76 kg)
Total Adjusted Load of all pipe within Zone of Influence
450 Ibs (204 kg)
{Tol -Brace Version 71
Tol -Brace Seismic Calculations
Yelm 9 Unit
1315 Yelm AVE W
Brace Identification
Brace Type (Per NFPA #13)
Braced Pipe
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 #216052
caa� B -Une d)TOLCO
Worst Case Lateral
NFPA Type E
4" Sch.10 Steel Pipe
14'0" (4.27 m)
Lateral
1" Sch.40
7'0" (2.13 m)
200
45°
1/2 (13 mm) Dual Through -Bolts Perpendicular to Beam - TOLCO Fig 9(
Minimum 4x Wood Member
Summary of Pipe within Zone of Influence
4" Sch.10 Steel pipe (101.6 mm) 1 14ft (4.3 m)
2" Sch.10 Steel Pipe (50.8 mm) 1120ft (36.6 m)
G- Factor Used 0.5824
Allowance for Heads and Fittings
15%
Conclusions
Total Adjusted load of Pipe in Zone of Influence
450 Ibs (204 kg)
Material Capacity
1310 Ibs (594 kg)
Fastener Capacity
600 Ibs (272 kg)
Fig.4LA (Lat) Clamp
707 Ibs (321 kg)
Fig.909 No- Thread Swivel
1425 Ibs (646 kg)
Structural Member
Doubled Truss
Calculations prepared by Michael Ha1engren
'The description of the Struoual Member is for informational purposes only.
Tol -Brace software calculates the brace assembly only, not the structure it is attached to.
Calculated with Tol -8race 7
visit u5 at ww.tolco.com