Seismic Calculations - Tahoma Terra Storage Bldg CUSGS web services were down for some period of time and as a result this tool wasn't operational, resulting in timeout error.
USGS web services are now operational so this tool should work as expected.
Tahoma Terra Storage Facility
Latitude, Longitude: 46.943057, -122.628062
Date 4/11/2024, 1:40:43 PM
Design Code Reference Document ASCE7-10
Risk Category II
Site Class D - Stiff Soil
Type Value Description
SS 1.252 MCER ground motion. (for 0.2 second period)
S1 0.5 MCER ground motion. (for 1.0s period)
SMS 1.252 Site-modified spectral acceleration value
SM1 0.75 Site-modified spectral acceleration value
SDS 0.834 Numeric seismic design value at 0.2 second SA
SD1 0.5 Numeric seismic design value at 1.0 second SA
Type Value Description
SDC D Seismic design category
Fa 1 Site amplification factor at 0.2 second
Fv 1.5 Site amplification factor at 1.0 second
PGA 0.5 MCEG peak ground acceleration
FPGA 1 Site amplification factor at PGA
PGAM 0.5 Site modified peak ground acceleration
TL 16 Long-period transition period in seconds
SsRT 1.252 Probabilistic risk-targeted ground motion. (0.2 second)
SsUH 1.271 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration
SsD 1.5 Factored deterministic acceleration value. (0.2 second)
S1RT 0.5 Probabilistic risk-targeted ground motion. (1.0 second)
S1UH 0.531 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration.
S1D 0.6 Factored deterministic acceleration value. (1.0 second)
PGAd 0.5 Factored deterministic acceleration value. (Peak Ground Acceleration)
05/10/2024
Type Value Description
PGAUH 0.519 Uniform-hazard (2% probability of exceedance in 50 years) Peak Ground Acceleration
CRS 0.985 Mapped value of the risk coefficient at short periods
CR1 0.941 Mapped value of the risk coefficient at a period of 1 s
CV Vertical coefficient
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While the information presented on this website is believed to be correct, SEAOC /OSHPD and its sponsors and contributors assume no responsibility or
liability for its accuracy. The material presented in this web application should not be used or relied upon for any specific application without competent examination
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information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the
standard of care required of such professionals in interpreting and applying the results of the seismic data provided by this website. Users of the information from
this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible
for building code approval and interpretation for the building site described by latitude/longitude location in the search results of this website.
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S P R 1 N ADate:
04/15/2024
Page 1
P R 1 N X
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1185LF 2" FLOW LINE PIPE
3OLF 4" FLOW MAIN PIPE
TOLBrace™ Seismic Bracing Calculations
Project Address:
Fastener Information
TOLCO™ Brace Components
Seismic Brace Assembly Detail
Brace Information
Brace Type
TOLCO™ Component Listed Load Adjusted Load
*Calculation Based on CONCENTRIC Loading
7' 0" (2.134 m)
Angle of Brace
L/R Value
Least Rad. of Gyration
Type of Brace
Max Horizontal Load
Maximum Brace Length
Diameter of Brace
Diameter
Orientation to Connecting Surface
Length
Type
Fastener
Maximum Load
Main Size Type/Sch.
4"Eddy-Flow
Total (Fpw)
Maximum Fpw per 9.3.5.5.2 (if applicable)
Spacing (ft)
Prying Factor
30
Sch.40
200
0.42" (11 mm)
926 lbs (420 kg)
1"
30° Min.
NFPA Type D
Bolt
1/2n. (12 mm)
1450 lbs (658 kg)
N/A
N/A
Fig. 1001 Clamp 1600 lbs (726 kg)800 lbs (363 kg)
Fig.980 Universal Swivel 2015 lbs (914 kg)1007 lbs (457 kg)
See Fastener Information
Lateral [X]Longitudinal [ ]4-Way [ ]
4" (100 mm)Eddy-Flow 30 ft (9.1 m)30 ft (9.1 m)11.29 lb/ft (16.8 kg/m)339 lbs (154 kg)
2" (50 mm)Eddy-Flow 118.5 ft (36.1 m)118.5 ft (36.1 m)3.98 lb/ft (5.92 kg/m)472 lbs (214 kg)
1.25" (32 mm)Sch. 7 178.5 ft (54.4 m)178.5 ft (54.4 m)1.87 lb/ft (2.78 kg/m)334 lbs (152 kg)
Tahoma Blvd
Yelm, WA 98597
Job # 24-012CM Calculations based on 2016 NFPA Pamphlet #13
777 lbs (352 kg)
1012 lb (459 kg)
Tahoma Terra Storage Bldg C
Contractor:Sprinx Fire Protetion, Inc.
Address:2709 Jahn Ave NW Suite H2
Gig Harbor, WA 98335
Phone:(253)853-7780
License:SPRINFP011LS
Subtotal Weight 1145 lbs (519 kg)
Wp (incl. 15%)1317 lbs (597 kg)
*Please Note: These calculations are for TOLCO™ components only. Use of any
other components voids these calculations and the listing of the assembly.
Sprinkler System Load Calculation (Fpw = CpWp)
Cp =0.59
Diameter Type Length Total Length Weight Per Unit Length Total Weight
{TOLBrace™ Version 8}Use of TOLBrace™ is subject to terms and conditions per the end user license agreement
V8.8.137
Brace Identification on Plans LATERAL BRACE "A"
4" EddyFlow Pipe (101.6 mm)30 ft (9.1 m)
2" EddyFlow Pipe (50.8 mm)118.5 ft (36.1 m)
1.25" Sch.7 Steel Pipe (31.75 mm)178.5 ft (54.4 m)
TOLBrace™ Seismic Calculations
Brace Identification
Brace Type (Per NFPA#13)
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
LATERAL BRACE "A"
NFPA Type D
30' 0" (9.14 m)
Lateral
1" Sch.40
7' 0" (2.13 m)
200
30°
1/2 (12mm) Bolt
N/A
Summary of Pipe within Zone of Influence
Allowance for Heads and Fittings
Conclusions
Total Adjusted Load of Pipe in Zone of Influence
Material Capacity
Fastener Capacity
Fig. 1001 Clamp
Fig.980 Universal Swivel
Structural Member
Calculations prepared by
15%
776 lbs (352 kg)
926 lbs (420 kg)
1450 lbs (658 kg)
800 lbs (363 kg)
1007 lbs (457 kg)
8" Z-PURLIN WITH 12" UNI-STRUT BACKER
Joseph Faulkner
* 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
Tahoma Blvd
Tahoma Terra Storage Bldg C Job # 24-012CM
4" EddyFlow PipeBraced Pipe (ft)
G-Factor Used 0.59
_'
S P R I N
Date: 04/18/2024
Page 1
P R 1 N X
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AFireSprinklerCorporationF/P
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Scale: 1/8 =1 —0
EQ-2
FIRE PROTECTION
Sprinkler
2709 JAHN AVE NW, SUITE H2
ML 1999
Corporation
Gig Harbor, WA. 99335-1735
Ph
TAHOMA TERRA STORAGE BLDG "C"
Cant Lic.#SPFINFP077LS
Fax253.853.580
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TOLBrace™ Seismic Bracing Calculations
Project Address:
Fastener Information
TOLCO™ Brace Components
Seismic Brace Assembly Detail
Brace Information
Brace Type
TOLCO™ Component Listed Load Adjusted Load
*Calculation Based on CONCENTRIC Loading
7' 0" (2.134 m)
Angle of Brace
L/R Value
Least Rad. of Gyration
Type of Brace
Max Horizontal Load
Maximum Brace Length
Diameter of Brace
Diameter
Orientation to Connecting Surface
Length
Type
Fastener
Maximum Load
Main Size Type/Sch.
4"Eddy-Flow
Total (Fpw)
Maximum Fpw per 9.3.5.5.2 (if applicable)
Spacing (ft)
Prying Factor
80
Sch.40
200
0.42" (11 mm)
926 lbs (420 kg)
1"
30° Min.
NFPA Type D
Bolt
1/2n. (12 mm)
1450 lbs (658 kg)
N/A
N/A
Fig. 4L Clamp 2015 lbs (914 kg)1007 lbs (457 kg)
Fig.980 Universal Swivel 2015 lbs (914 kg)1007 lbs (457 kg)
See Fastener Information
Lateral [ ]Longitudinal [X]4-Way [ ]
4" (100 mm)Eddy-Flow 80 ft (24.4 m)80 ft (24.4 m)11.29 lb/ft (16.8 kg/m)903 lbs (410 kg)
Tahoma Blvd
Yelm, WA 98597
Job # 24-012CM Calculations based on 2016 NFPA Pamphlet #13
613 lbs (278 kg)
N/A
Tahoma Terra Storage Bldg C
Contractor:Sprinx Fire Protetion, Inc.
Address:2709 Jahn Ave NW Suite H2
Gig Harbor, WA 98335
Phone:(253)853-7780
License:SPRINFP011LS
Subtotal Weight 903 lbs (410 kg)
Wp (incl. 15%)1038 lbs (471 kg)
*Please Note: These calculations are for TOLCO™ components only. Use of any
other components voids these calculations and the listing of the assembly.
Sprinkler System Load Calculation (Fpw = CpWp)
Cp =0.59
Diameter Type Length Total Length Weight Per Unit Length Total Weight
{TOLBrace™ Version 8}Use of TOLBrace™ is subject to terms and conditions per the end user license agreement
V8.8.137
Brace Identification on Plans LONGITUDINAL BRACE "B"
4" EddyFlow Pipe (101.6 mm)80 ft (24.4 m)
TOLBrace™ Seismic Calculations
Brace Identification
Brace Type (Per NFPA#13)
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
LONGITUDINAL BRACE "B"
NFPA Type D
80' 0" (24.38 m)
Longitudinal
1" Sch.40
7' 0" (2.13 m)
200
30°
1/2 (12mm) Bolt
N/A
Summary of Pipe within Zone of Influence
Allowance for Heads and Fittings
Conclusions
Total Adjusted Load of Pipe in Zone of Influence
Material Capacity
Fastener Capacity
Fig. 4L Clamp
Fig.980 Universal Swivel
Structural Member
Calculations prepared by
15%
613 lbs (278 kg)
926 lbs (420 kg)
1450 lbs (658 kg)
1007 lbs (457 kg)
1007 lbs (457 kg)
8" Z-PURLIN WITH 12" UNI-STRUT BACKER
Joseph Faulkner
* 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
Tahoma Blvd
Tahoma Terra Storage Bldg C Job # 24-012CM
4" EddyFlow PipeBraced Pipe (ft)
G-Factor Used 0.59