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Seismic Calculations- Tahoma Terra Storage Building JUSGS 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 DISCLAIMER 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 and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. SEAOC / OSHPD do not intend that the use of this 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. _' S P R I N Date: 05/03/2024 Page 1 P R 1 N X /P® Prat®effirs AFireSprinklerCorporationf , Scale: 1/16 =1 —0 EQ-1 FIRE PROTECTION AFlle 2709 JAHN AVE NW, SUITE H2 r 1999 Gg Harbor, WA. 98335-1735 �iePhF.253353889—weSCporinkLleC. TAHOMA TERRA STORAGE BLDG "J" #SPRINFP011LS .::o LATERAL SWAY BRACE "A" O O O N O A P O O O x,a Zu �'10x20 zaisn 9-0'ot. 10x20 10x2o 10x20 e �z 2 i WO >e Y J Z Z I Y V-0O, • •94L A i Tl I a =Slxol 1 lxOl 2 SlxO a a Z lx0 s i Q 4a 2 SlxOl' j �q n i � 10x15 top k� 1f t Z Y Z �► d � 2 13 u 10x15 � 10x15 �► 10x15 �0 10x15 �ptep 2 I o n 0zx01 sz OPOLI 2 0zx0 2 91,x01, G < sz x 0zx0l, at 0zx01, zxol to A ZONE OF INFLUENCE (3)111/2„ LINES -9 660 EACH 198LF 111/2" FLOW LINE PIPE 3(OLF 4" FLOW MAIN PIPE - LATERAL BRACE 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) 1310 lbs (594 kg) 1" 45° Min. NFPA Type E Bolt 1/2n. (12 mm) 2050 lbs (930 kg) N/A N/A Fig. 1001 Clamp 1600 lbs (726 kg)1131 lbs (513 kg) Fig.980 Universal Swivel 2015 lbs (914 kg)1425 lbs (646 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) 1.5" (40 mm)Eddy-Flow 198 ft (60.4 m)198 ft (60.4 m)2.86 lb/ft (4.26 kg/m)566 lbs (257 kg) Tahoma Blvd Yelm, WA 98597 Job # 24-012CM Calculations based on 2016 NFPA Pamphlet #13 614 lbs (279 kg) 1012 lb (459 kg) Tahoma Terra Storage Bldg J Contractor:Sprinx Fire Protetion, Inc. Address:2709 Jahn Ave NW Suite H2 Gig Harbor, WA 98335 Phone:(253)853-7780 License:SPRINFP011LS Subtotal Weight 905 lbs (411 kg) Wp (incl. 15%)1041 lbs (472 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) 1.5" EddyFlow Pipe (38.1 mm)198 ft (60.4 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 E 30' 0" (9.14 m) Lateral 1" Sch.40 7' 0" (2.13 m) 200 45° 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% 614 lbs (279 kg) 1310 lbs (594 kg) 2050 lbs (930 kg) 1131 lbs (513 kg) 1425 lbs (646 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 J Job # 24-012CM 4" EddyFlow PipeBraced Pipe (ft) G-Factor Used 0.59 _' S P R I N Date: 05/03/2024 Page 1 P R 1 N X e Pfelle rs AFireSprinklerCorporationF/P 1 , Scale: 1/16 =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 "J" Cant Lic.#SPFINFP077LS Fax253.853.580 LONGITUDINAL SWAY BRACE "B" G H I OJ OK © N G a0 x �f�r a•e e w IV 10.20 10.20 10x2o 10x20 10x20 10x20 10x2o 10x20 10x2o t.e r ZfWN CZ 001 - yroc I R op — f �.4P lot /y t z z slxol S1x01 s� a= 4 ^1x01 y9Vo I s1x01 S1x0 S1x01 SL I I OI 6 r Ii W N I 10x15 10x15 �0OP 10x15 �nop lu fir. 10x15 �nop 10x15 �0 10x15 �n 10x15 fir. 10x15 �n 10x15 �n Y I Y ie 2 S 4 y 9•I'OG 4d4 0 oaxol ozxo Ll OU01.1 0 1 OU01.11 001 OU01.11 ovol,11 0zx01 ix01 OU01.1 slxo 1 1 A ZONE of INFLUENCE LONGITUDINAL SOLI= 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 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 J 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) 3197 lbs (1450 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 J Job # 24-012CM 4" EddyFlow PipeBraced Pipe (ft) G-Factor Used 0.59