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Home My WebLink AboutBLD-2025-0855 - MECHANICAL AND GAS WATER HEATERS, COMMERCIALFIXTURES Qty Mechanical Fixtures 1 Refrigeration Unit Please request inspections online through the permit portal. If that is not possible please call (360) 293-1901 for Building or Planning inspections. For Public Works inspections, please call (360) 293-1938. PARCEL: P55679 LEGAL DESCRIPTION: APPLICANT: Posteuca, Alex 2945 NE Argyle St Portland, OR 97211 5032498190 OWNER: TRIDENT SEAFOOD CORP- TREASURY DEPT 5303 SHILSHOLE AVE NW SEATTLE, WA 98107 FEES:Paid Due Mechanical Permit Fee $23.50 $0.00 Mechanical and plumbing remodel fixtures fees $10.65 $0.00 $0.00Totals : REQUIRED INSPECTIONS Mechanical Rough-In Mechanical Final ELECTRICAL CONTRACTOR:PERMACOLD ENGINEERING INC 2945 NE ARGYLE ST PORTLAND, OR 97211 5032498190 License: PERMAEI077RO Expires: 11/09/2026 $34.15 BLD-2025-0855 MECHANICAL AND GAS WATER HEATERS, COMMERCIAL ISSUED: EXPIRES: 12/30/2025 12/30/2027 PROJECT NAME: C963 TRIDENT SEAFOOD SITE ADDRESS: 1400 4TH STREET ANACORTES Page 1 of 1Printed by : Jennifer Watson on: 12/30/2025 11:32 AM City of Anacortes, WA 904 6th Street Anacortes, WA 98221 (360) 293-1901 http://cityofanacortes.org/ Our reference:155144 100 / 0 www.BaltimoreAircoil.com Your reference:Permacold_ Trident Anacortes Unit Print Page: Date: 13 of 19 12/19/2025 ( '(&( "#&(' + &+" ", '( "#(( &*'#" & #*& '( & '!( " %)$!"( ') & # +#& $&#( '#$ &$ #" *$#&(* #""'& < < : 0 6 / = 6 : 9 :3 &2 3 ; 6 4 2 ; / = 2 1 +/ ; 2 5 : > < 2 < 9 = 2 ; 9 / = 6 : 9 / 7 9 = 2 ; 9 / = 6 : 9 / 7 9 < = 6 = > = 2 :3 8 8 : 9 6 / &2 3 ; 6 4 2 ; / = 6 : 9 " & - $# & ( " #& #& , & & ( '( " # & ( ' + $&!( &+" '') ( & ' ' "# ( ! ! # * & ' ( ' "(' '( !$ $$" " & *"(&* ')## %)' (&!#'-$#" &()&"('& (&!#'-$#" *"(('* $)!$ #)($# #""'& &" %) ." 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rident Seafood - Anacortes WA 25-343B Condenser Replacement SHEET 1 OF 7 REV. 0 CONTENTS:SHT. NO. Project Scope 2 Reference Information 3 Lateral Loading 4 Connection Check 5 Reference Seismic Data 6 DESIGN REFERENCES: ASCE 7-16 AISC 15TH EDITION ACI 318-19 8625 SW CASCADE AVE., SUITE 600 BEAVERTON, OREGON 97008 PHONE 503.643.8595 FAX 503.643.8610 Project Scope Review the replacement of an existing condenser at Trident Seafoods in Anacortes WA. Project address 1400 4th St, Anacortes, WA 98221 Project Information Existing Condenser Info ≔Wex 76130 lbf Trident Seafood - Anacortes Replacement Condenser JWC 25-343B 7 12/30/2025 PermaCold Engineering 0 2 Existing Information From Building Drawings New Condenser Information ≔Wnew 61930 lbf Trident Seafood - Anacortes Replacement Condenser JWC 25-343B 7 12/30/2025 PermaCold Engineering 0 3 =――Wnew Wex 0.813 New condenser weight 81.3% the weight of the existing therefore it is ok to replace condenser Size Connection down to existing frame Develop seismic loading ≔SDS 0.99 Use chapter 15 since the condenser is greater than 25% the effective weight of the structure ≔R 3 ≔Ω 2.0 ≔Ie 1.0 ≔Cs =――SDS ―R Ie 0.33 ≔Vs =⋅Cs Wnew 20.437 kip =⋅0.7 Vs 14.306 kip Compare to wind load ≔V 98 mph ≔Kz 1.08 ≔Kzt 1.0 ≔Ke 1.0 ≔Kd 0.85 ≔qh =⋅⋅⋅⋅⋅⋅0.00256 Kz Kzt Kd Ke V2 psf 22.57 psf ≔GCr 1.9 ≔Af =⋅((+32 ft 2.5 in))((+16 ft 10.625 in))543.851 ft2 ≔Fh =⋅⋅qh GCr Af 23.322 kip Seismic controls=⋅0.6 Fh 13.993 kip Trident Seafood - Anacortes Replacement Condenser JWC 25-343B 7 12/30/2025 PermaCold Engineering 0 4 Determine reaction for connection weld ≔T =-―――――――⋅⎛⎝-0.6 ⋅0.2 SDS⎞⎠Wnew 4 ――――――⋅0.7 Vs 9 ft ⋅((+9 ft 10 in))2 -0.323 kip ≔Vc =―――⋅0.7 Vs 4 3.576 kip Size Each corner for T and Vc ≔W =‾‾‾‾‾‾‾+T2 Vc 2 3.591 kip =⋅⋅0.928 ――kip in 2 4 in 7.424 kip Use 4 in of 1/8" thick fillet weld each corner Trident Seafood - Anacortes Replacement Condenser JWC 25-343B 7 12/30/2025 PermaCold Engineering 0 5 ASCE Hazards Report Address: 1400 4th St Anacortes, Washington 98221 Standard:ASCE/SEI 7-22 Latitude:48.519097 Risk Category:II Longitude:-122.619451 Soil Class:Default Elevation:12.43473703505068 ft (NAVD 88) Page 1 of 4https://ascehazardtool.org/Tue Dec 30 2025 6 PGA M : 0.57 SMS : 1.48 SM1 : 0.82 SDS : 0.99 SD1 : 0.55 TL : 16 SS : 1.27 S1 : 0.36 VS30 : 260 Seismic Design Category:D Multi-Period Design Spectrum S (g) vs T(s)a Multi-Period MCE SpectrumR S (g) vs T(s)a Two-Period Design Spectrum S (g) vs T(s)a Two-Period MCE SpectrumR S (g) vs T(s)a Design Vertical Response Spectrum Vertical ground motion data has not yet been made available by USGS. MCE Vertical Response SpectrumR Vertical ground motion data has not yet been made available by USGS. Seismic DefaultSite Soil Class: Results: Page 2 of 4https://ascehazardtool.org/Tue Dec 30 2025 7