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✔ ✔ 31856 Paseo Adelanto 105 Structural Plans and Calculations for walk-in box in restaurant which use less than 25 pounds of refrigerant R404a / 448a Kelly Johnson, Bickel Group 949 572-8030 kjohnson@bickelgrp.com✔ ✔ River Street SJC, LLC 31791 Los Rios Street San Juan Capistrano, CA 949 354-5600 SHOOTZ HAWAIIAN Kelly Johnson 1/16/2024 B24 0045 01 16 24 817124 CONSTRUCT & MAINTAIN CORP 27075 CABOT RD STE # 114 SUITE 205 LAGUNA HILLS CA 92653 Letter of Transmittal 3707 W Garden Grove Blvd. Suite 100, Orange, CA 92868 phone 714.568.1010 fax 714.568.1028 www.csgengr.com To: City of San Juan Capistrano Date Completed: 4/4/2024 Review #:3 32400 Paseo Adelanto Date Received: San Juan Capistrano, Ca. 92675 CSG #: 440704 Attn: Building Division Agency Plan Check #: B24-0045 Job Address: 31856 Paseo Adelanto 105 Job Description: WALK-IN COOLER BOX. TENANT HUDSON’D COOKIES Status: Plan is ready for permit issuance for the following: X Plan is approved. Architectural Energy Plan is approved with conditions. See remarks. Structural Other: Plan is approved with redlines. See remarks. Plumbing Plan is approved with redlines and conditions. See remarks. Electrical Plan requires corrections. See attached list. Mechanical We have reviewed the following documents ( X Digital only): X Plans Truss Calculations X Structural Calculations Energy Calculations Soil Report Specifications Geotechnical Review Letter Special Inspection Form(s) Other: Special items to note: Plan has been stamped and signed by CSG Environmental Health Services approval required Special inspection required for Hardship Form included Remarks: From: Chi Yang CSG Consultants Inc. (714) 568-1010 RIVER STREET MARKEPLACE LLC 31801 Paseo Adelanto San Juan Capistrano, CA 92675 April 2, 2024 City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA 92675 RE: River Street Marketplace – Red Barn (Rodeo at River Street) – Shootz Walk-In 31856 Paseo Adelanto, Suite 105, San Juan Capistrano, CA 92675 To Whom it May Concern: Landlord is in receipt of Tenant’s above referenced plans and has authorized Tenant to submit the plans to The City of San Juan Capistrano and all other regulatory agencies for review and approval. We appreciate your help in processing their plans. Please let us know if you have any questions. 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" !"!#$% 3(4'$ 12 45067 89 &) 979 ) ( 9 :/1);7< 0&-)$-!) 5(4'$ :9, ;79 ( General Beam Analysis LIC# : KW-06013145, Build:20.23.08.30 SOLID ROCK STRUCTURAL SOLUTIONS (c) ENERCALC INC 1983-2023 DESCRIPTION:--None-- Project File: Unistrut.ec6 Project Title: Engineer: Project ID: Project Descr: General Beam Properties Elastic Modulus ksi29,000.0 100.0Span #1 in^4Area =in^2 Moment of Inertia =Span Length =10.05.0 ft Service loads entered. Load Factors will be applied for calculations.Applied Loads Load(s) for Span Number 1 Point Load : D = 0.10 k @ 4.0 ft Point Load : D = 0.10 k @ 1.0 ft DESIGN SUMMARY Maximum Bending = Load Combination +1.40D Span # where maximum occurs Span # 1 Location of maximum on span 2.750 ft 0.140 k Span # where maximum occurs Location of maximum on span Span # 1 Load Combination +1.40D Maximum Shear = 0.000 ft 0.140k-ft Maximum Deflection Max Downward Transient Deflection 0.000 in 0 Max Upward Transient Deflection 0.000 in 0 Max Downward Total Deflection 0.000 in 337529 Max Upward Total Deflection 0.000 in 5602159 Maximum Forces & Stresses for Load Combinations Span # Summary of Moment Values (k-ft)Load Combination Shear Values (k)Max Stress Ratios MV Mmax -Mmax + Rm VnxMa - Max Mnx/Omega Cb Va MaxMnx Vnx/OmegaSegment Length Overall MAXimum Envelope Dsgn. L = 5.00 ft 1 0.14 0.14 0.14 +1.40D Dsgn. L = 5.00 ft 1 0.14 0.14 0.14 +1.20D Dsgn. L = 5.00 ft 1 0.12 0.12 0.12 +0.90D Dsgn. L = 5.00 ft 1 0.09 0.09 0.09 Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections D Only 1 0.0002 2.500 0.0000 0.000 Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Overall MAXimum 0.100 0.100 Overall MINimum D Only 0.100 0.100 +0.60D 0.060 0.060 2 DEMAND CAPACITY: (680/5)X5^2/8 = 425 ~> 0.425 k-ft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