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B22-1200 - 31880 PASEO ADELANTO 150 (2)12/12/2024 - JOB VALUATION DESCRIPTION OF WORK $ Name Address City/State/Zip Name Address City/State/Zip Phone Phone ( ) ARCHITECT / ENGINEER / DESIGNER CONTRACTOR Name Address City/State/Zip ( )) State License # Phone ( QTY QTY QTY QTY Light Fixtures/Fans FAU < 100k BTU's Fixtures/Hose Bibs New/Setup Outlets/Switches FAU > 100k BTU's Water Heater Carport Meters/Main Panel AC/Comp BTU= Water Piping Sub Panels Gas Systems Awning Signs Exhaust Fans Building Sewer Temp Power Motors > than 1 HP Motors < than 1 HP Duct/Register/Grill Pool/Spa Pool/Spa Extend Plumbing SIGNATURE DATE Porch ISSUANCE () ELECTRICAL PLUMBING Phone MECHANICAL Name City/State/Zip ISSUANCEISSUANCE Fireplace ISSUANCE Fire Sprinkler Heads Miscellaneous () PROPERTY OWNER Address Appliance Vent MICROFILE INT. ALT. SF ADDITION SF POOL/SPA SF MOBILE HOME JOB ADDRESS APPLICANT NAME CONTACT PHONE # EMAIL ADDRESS Extend Electrical Cabana OCCUPANCY TYPE PATIO SF PERMIT NUMBER HOA REQUIREDTARGET DATE YES NO TENANT Pool/Spa Mechnical Hood Miscellaneous Grease Interceptor Earthquake Bracing Electrical Wiring Gas Piping Sewage Disposal Water Piping State License # City of San Juan Capistrano DeDevelopment Services Department 32400 Paseo Adelanto San Juan Capistrano, CA 92675Sa Phone: (949) 443-6347 Email: b2@sanjuancapistrano.org www.sanjuancapistrano.org/building B22 1200 PACIFIC CONTRACTING GROUP INC 1635 OHMS WAY STE B COSTA MESA, CA 92627 714 834 - 0911 947272 Letter of Tra nsmittal 3707 W Garden Grove Blvd. Suite 100, Orange, CA 92868 phone 714.568.1010 fax 714.568.1028 www.csgengr.com ORA – BPR - 160801 To: City of San Juan Capistrano Date: 3/22/2023 32400 Paseo Adelanto CSG #: 4212899 San Juan Capistrano, CA 92675 Agency Plan Check #: B22-1200 Attn: Building Department Job Address: 31880 Paseo Adelanto #150 Royale Drive Status: Hours: X Plan is approved. 1st plan check Plan is approved with conditions. See remarks. 2nd plan check Plan is approved with redlines. See remarks. 3rd plan check Plan is approved with redlines and conditions. See remarks. 4th plan check Plan requires corrections. See attached list. Total: Other: We have reviewed the following documents ( Digital review only): X Plans Energy Calculations Structural Calculations Specifications Soil Report Special Inspection Form(s) Geotechnical Letter Truss Calculations Special items to note: X Plan has been stamped and signed by CSG Environmental Health Services approval required Special inspection required for Hardship Form included Remarks: Recommend for approval From: Jensen Ku S.E. CSG Consultants RIVER STREET MARKEPLACE LLC 31871 Los Rios Street San Juan Capistrano, CA 92675 April 7th, 2023 Reid Tussing CDO | Mendocino Farms 2004-H East Park Place, El Segundo, CA 90245 Phone: 310-849-7330 Email: reid@mendocinofarms.com www.mendocinofarms.com RE: Mendocino Farms 31880 Paseo Adelanto #150, San Juan Capistrano, CA 92675 To Whom it May Concern: Landlord has entered into a lease with Mendocino Farms for Suite 150 in the Greenhouse Building at River Street Marketplace. Landlord is in receipt of Tenant’s proposed plans dated 02.28.2023 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 Mendocino Farms plans. Please let us know if you have any questions. Thank you, Dan Almquist Manager River Street Marketplace LLC 949-302-1389 YES NO INSTRUCTIONS: ORAN GE COUNTY FI RE AUTHORI TY Plan Submittal Criteria COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects and RESIDENTIAL TRACT developments ·Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place. ·Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section. ·If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA. ·In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations. ·Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602. Address Suite City Project Scope/Business Description 1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways, curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within 300 feet of an active or proposed oil well? Fire Master Plan (PR145) 2. Property is adjacent to a wildland area or non-irrigated native vegetation? Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124) 3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170) 4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475) 5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000 sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285) 6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card, button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520) 7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment; industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations? Special Equipment Plan (PR315, PR340-PR382) 8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240) 9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330) 10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335) Initial each of the following two items indicating that you have read and understand the statement: 11.*Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications. 12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327— Initials the building department will determine specific requirements. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name Signature Phone Number ( ) Date / / Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the appropriate plans and fees for OCFA review. 10-08-14 EE COM 31880 Paseo Adelanto 150 4 Tenant Improvement for a new Mendocino Farms Sandwich Market in existing space. Scope includes all interior finishes, equipment, restrooms 4 4 4 4 4 4 4 4 4 Nina Raey 714 227 5223 8 30 2022 San Juan Capistrano NR NR Page 1 of 2 Rev. June 2019 AQPC # South Coast Air Quality Management District 21865 Copley Drive, Diamond Bar, CA 91765-4182 Air Quality Permit Checklist South Coast Air Quality Management District developed this Air Quality Permit Checklist (checklist) as a screening evaluation tool in the process required by California Government Code Section 65850.2. Please submit this checklist to the Small Business Assistance Office by email, mail, or in person for review. If you have any questions or need assistance completing this checklist, contact the Small Business Assistance Office. Provide a response to all sections of this checklist as South Coast AQMD may decline to approve this checklist due to lack of information from the applicant. NOTE: This checklist is not intended for the approval of demolition or renovation activities. If there are any demolition or renovation activities that may disturb building materials, please contact the Asbestos Hotline at 909-396-2336. Section A – Operator and Business Information 1. Business Name: 2. Address: ___________________________________________ ______________________________ CA _________________ Street City Zip 3. Contact Name: Phone: Title: Email: Section B – Business and Equipment Description Please provide a detailed description of the ongoing business operations performed and equipment used at this location, including both new and existing equipment. Provide the existing South Coast AQMD facility ID and/or permit numbers, if any. Small Business Assistance Office 1-800-388-2121 smallbizassistance@aqmd.gov www.aqmd.gov 2023-0171 Page 2 of 2 Rev. June 2019 AQPC # *An Authorized Representative is an employee of the business described in Section A, who is authorized to sign on behalf of the owner. Section C – Equipment List Select from the list below equipment currently in operation or to be installed. (Select all that apply and provide the specifications) Section D - Business Self Certification 7.Owner or Authorized Representative*:Title: Signature: Date: Phone: I hereby certify by my signature above that, I am a duly authorized representative of the above-named business, and that all information contained herein is true and correct. South Coast AQMD USE ONLY Equipment: Approved By: Applicant has permit(s) or registration(s): Applicant has filed for permit(s) or registration(s): Applicant is exempt from permit requirements: Based on the information provided, no equipment/process requiring a permit or registration. Soldering Oven Spray Booth Storage Tanks Storage Silos Fuel-burning equipment OTHER equipment which may have the potential to emit or control air contaminants: ___________________________________ ___________________________________ ___________________________________ ___________________________________ ___________________________________ ___________________________________ ___________________________________ ___________________________________ ___________________________________ ___________________________________ ___________________________________ ___________________________________ ___________________________________ ___________________________________ Abrasive Blasting Cabinet/Room Air Conditioning Systems (> 50 lbs of refrigerant) Application of Paints/Adhesives/Resins Baghouse/Dust Collector Bakery Oven (gas-fired, excluding eating establishments) Boiler/Water Heater (max. heat input = or > 1 million BTU/hr) Charbroiler Coffee Roaster (excluding eating establishments) Deep Fryer (excluding eating establishments) Dry Cleaning Electrostatic Precipitator Etching/Plating/Casting/Melting/Forging/Grinding/Cutting Fermentation Gasoline Storage & Dispensing Internal Combustion Engine (rated > 50 bhp; e.g. back-up generator, fire pump) Mixing/Bleding of Liquids and/or Powders Molding/Extruding/Curing of Plastics Pharmaceutical/Nutraceutical Plasma/Laser Cutter Printing/Coating/Drying Refrigeration Systems (containing >50 lbs of refrigerant) Contact the CA Air Resources Board to register the systems. 916-324-2517 or rmp@arb.ca.gov 3/15/2023 732-513-5050 Kerry Fechter Construction Procurement Lead 2023-0171 None X NEW CON - REST 2000-5999 SQ FT PLAN APPROVED / AUTHORITY TO CONSTRUCT SR15106104/17/2023 31880 PASEO ADELANTO #150, SAN JUAN CAPISTRANO CA 92675 MENDOCINO FARMS SANDWICH MARKET 04/17/2023 SR151061 MENDOCINO FARMS SANDWICH MARKET 31880 PASEO ADELANTO #150 SAN JUAN CAPISTRANO CA 92675 MENDOCINO FARMS SANDWICH MARKET 31880 PASEO ADELANTO #150 SAN JUAN CAPISTRANO CA 92675 04/17/2023 SR151061 General Inspection Comments: PLANS APPROVED - 3rd Revision Review- To be charged at an hourly rate of $133. Fee to be provided by mail. Thank you for your plan submittal. Your plans are now approved and subject to the following conditions: 1. This approval does not constitute authority to violate any provision of the related codes, ordinances, or regulations, nor does it prevent further correction of errors found on the plan or with installation upon field inspection. All construction must conform to these approved plans. Alterations or changes to these plans must have review and written approval by the Plan Check Section of Environmental Health prior to construction. 2. All construction work must conform to local building codes and have the necessary approvals from the local building and fire authorities. Please refer to the local building department for plan approval and permits prior to construction. 3. All retail food facilities must be connected to an approved potable water supply. Please check the following link to ensure your food facility is connected to an approved water district or municipal water source: http://www.ocgov.com/about/infooc/links/oc/water. If the food facility is not supplied by a municipal source, and is supplied by a private well, you must immediately submit to Orange County Environmental Health required written verification that the water source meets the standards of the California Safe Drinking Water Act and is acceptable for a retail food establishment. 4. This plan approval is valid for a period of one year from the date of approval. 5. Newly constructed food facilities or new portions of existing food facilities shall not be placed into use without prior written approval by a member of this agency. Doing so may result in a penalty not to exceed three (3) times the cost of the annual permit. 6. For construction projects resulting in ownership changes or new facility classification, it is the responsibility of the owner or owner's representative to submit the completed Health Permit Application, supporting ownership documents, and pay the first annual health permit fee no later than one week prior to scheduling the final health inspection. Payment of the health permit fee does not constitute plan approval or approval to operate. A final on-site inspection and approval, with a plan checker sign-off, are required to operate and obtain a permit. You may submit your application, ownership documents and pay the fee in person 10am- 4:00pm Monday through Friday, or by mail: Orange County Environmental Health 1241 E. Dyer Road, Suite 100 Santa Ana, CA 92705 Acceptable forms of payment by mail: check or money order. Make checks payable to County of Orange. Health permit fees are non-refundable and non-transferable. See reverse of the Health Permit Application for further instruction. 7. For revisions submitted after plan approval, a minimum fee of $266.00 will be due. The fee is subject to modification based upon the project and the scope of changes proposed. -Inspection When work on the project has progressed to the point of requiring an inspection, please contact us at least five (10) working days in advance in order to help us accommodate your request. A preliminary inspection shall be done when the floors, walls, and ceiling finishes are complete and the equipment is in place. A final inspection will be needed in order to receive Health Permit approval from this Agency. Health permit approval is required prior to opening the food facility or storing food or beverages MENDOCINO FARMS SANDWICH MARKET 31880 PASEO ADELANTO #150 SAN JUAN CAPISTRANO CA 92675 04/17/2023 SR151061 Name: emailed to nina@rsi-group.com Signing for the receipt of the above report is not an admission of the facts of the violation set forth herein. Inspector: J. LORENZANO Environmental Health Specialist II (714) 433-6088 jlorenzano@ochca.com DA10017166 1100 Main St., Suite 2200 Kansas City, MO 64105 TKA #21630 CALCULATIONS FOR River Street - Greenhouse 31880 Paseo Adelanto San Juan Capistrano, CA -FOR- Mendocino Farms 2/28/2023 CSG 3/22/23 B22-1200 V4 INTRODUCTION The portion of this project consists of checking the existing building design to ensure it can withstand additional roof loading. The calculations provide existing framing and loading. The project is in the city of San Juan Capistrano, TX. The existing building was built in 2019 under the 2019 California Building Code. The current building code is the 2019 California Building Code. The roof structure consists of three sloped sections and two flat sections. The additional mechanical units to be added to the roof will be on the flat section. This section of the roof consists of a W-beam in the middle with purlins parallel to the beam. The W-beam and roof truss are capable of carrying the additional loading. Calculations were done to analyze the capacity of the purlins. MF - San Juan Capistrano TKA# 21630 Page 2 of 18 MF - San Juan Capistrano TKA# 21630 Page 3 of 18 MF - San Juan Capistrano TKA# 21630 Page 4 of 18 2/28/23, 5:51 PM ATC Hazards by Location https://hazards.atcouncil.org/#/seismic?lat=33.49761100000001&lng=-117.6654294&address=31880 Paseo Adelanto%2C San Juan Capistrano%2C …1/2 This is a beta release of the new ATC Hazards by Location website. Please contact us with feedback. The ATC Hazards by Location website will not be updated to support ASCE 7-22. Find out why. Hazards by Location Search Information Address:31880 Paseo Adelanto, San Juan Capistrano, CA 92675, USA Coordinates:33.49761100000001, -117.6654294 Elevation:94 ft Timestamp:2023-02-28T23:51:30.903Z Hazard Type:Seismic Reference Document:ASCE7-16 Risk Category:III Site Class:D-default Basic Parameters Name Value Description SS 1.183 MCER ground motion (period=0.2s) S1 0.425 MCER ground motion (period=1.0s) SMS 1.42 Site-modified spectral acceleration value SM1 * null Site-modified spectral acceleration value SDS 0.947 Numeric seismic design value at 0.2s SA SD1 * null Numeric seismic design value at 1.0s SA * See Section 11.4.8 Additional Information Name Value Description SDC * null Seismic design category Fa 1.2 Site amplification factor at 0.2s Fv * null Site amplification factor at 1.0s CRS 0.925 Coefficient of risk (0.2s) CR1 0.931 Coefficient of risk (1.0s) PGA 0.508 MCEG peak ground acceleration FPGA 1.2 Site amplification factor at PGA PGAM 0.61 Site modified peak ground acceleration TL 8 Long-period transition period (s) SsRT 1.183 Probabilistic risk-targeted ground motion (0.2s) SsUH 1.279 Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) SsD 3.197 Factored deterministic acceleration value (0.2s) S1RT 0.425 Probabilistic risk-targeted ground motion (1.0s) S1UH 0.457 Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) S1D 1.029 Factored deterministic acceleration value (1.0s) PGAd 1.281 Factored deterministic acceleration value (PGA) * See Section 11.4.8 The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Please note that the ATC Hazards by Location website will not be updated to support ASCE 7-22. Find out why. Disclaimer 94 ft Map data ©2023 Google, INEGI Report a map error MF - San Juan Capistrano TKA# 21630 Page 5 of 18 2/28/23, 5:51 PM ATC Hazards by Location https://hazards.atcouncil.org/#/seismic?lat=33.49761100000001&lng=-117.6654294&address=31880 Paseo Adelanto%2C San Juan Capistrano%2C …2/2 Hazard loads are provided by the U.S. Geological Survey Seismic Design Web Services. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report 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. ATC does 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 report 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 report. MF - San Juan Capistrano TKA# 21630 Page 6 of 18 MF - San Juan Capistrano TKA# 21630 Page 7 of 18 "JOIST.xls" Program Version 1.6 GENERAL STANDARD JOIST ANALYSIS For Steel Joists Considered as Simple-Span Beams Subjected to Non-Standard Loads Job Name:Mendocino Farms San Juan Capistrano Subject:Roof Purlin Job Number:21630 Originator:EH Checker: Input Data: c e Joist Data: b Designation =K-series a Span, L =10.0000 ft. +P +M we Modulus, E =29000000 psi +wb Inertia, Ix =348.00 in.^4 +w Original Design or Capacity Loads:E,I L Full Uniform: RL x R R w =74 plf Nomenclature Start End Distributed:b (ft.)wb (plf)e (ft.)we (plf)Point Loads:a (ft.)P (lbs.) #1:#1: #2:#2: #3:#3: #4:#4: #5:#5: #6:#6: #7:#7: #8:#8: #9: Moments:c (ft.)M (ft-lbs)#10: #1:#11: #2:#12: #3:#13: #4:#14: #15: New Design Loads: Full Uniform: w =74 plf Start End Distributed:b (ft.)wb (plf)e (ft.)we (plf)Point Loads:a (ft.)P (lbs.) #1:#1:1.0000 88 #2:#2:7.0000 88 #3:#3: #4:#4: #5:#5: #6:#6: #7:#7: #8:#8: #9: Moments:c (ft.)M (ft-lbs)#10: #1:#11: #2:#12: #3:#13: #4:#14: #15: 1 of 3 3/1/2023 9:09 AM MF - San Juan Capistrano TKA# 21630 Page 8 of 18 "JOIST.xls" Program Version 1.6 Results of Joist Analysis: Original Design or Capacity Loads: End Reactions: RL =370.0 lbs.RR =370.0 lbs. Minimum Design Web Member Shear: Vw(min) =92.5 lbs. (25% of maximum end reaction for K-series and LH-series joists per SJI Spec's.) Maximum Moments: +Mx(max) =925.0 ft-lbs @ x =5.00 ft. -Mx(max) =0.0 ft-lbs @ x =0.00 ft. *Maximum Deflections: -D(max) =-0.002 in.@ x =5.00 ft. +D(max) =0.000 in.@ x =0.00 ft. D(ratio) =L/63241 *Note: deflections shown above include a 15% increase above the values calculated using traditional "simple-beam" flexure in order to more closely match actual test results obtained by SJI. New Design Loads: End Reactions: RL =475.6 lbs.RR =440.4 lbs. Maximum Moments: +Mx(max) =1103.1 ft-lbs @ x =5.24 ft. -Mx(max) =0.0 ft-lbs @ x =0.00 ft. *Maximum Deflections: -D(max) =-0.002 in.@ x =5.00 ft. +D(max) =0.000 in.@ x =0.00 ft. D(ratio) =L/52410 *Note: deflections shown above include a 15% increase above the values calculated using traditional "simple-beam" flexure in order to more closely match actual test results obtained by SJI. Maximum Stress Ratios: S.R. =1.432 for Shear @ x =7.20 ft. S.R. =1.317 for Moment @ x =1.00 ft. Comments: 2 of 3 3/1/2023 9:09 AM MF - San Juan Capistrano TKA# 21630 Page 9 of 18 MF - San Juan Capistrano TKA# 21630 Page 10 of 18 14 PHYSICAL & STRUCTURAL PROPERTIES clarkdietrich.comPub. No. CD-STR-TechGuide 8/21 The technical content of this literature is effective 8/13/21 and supersedes all previous information. Complies with AISI S100-16 • IBC 2018 Gross Properties: Ix = Moment of Inertia of cross-section about the x-axis.Sx = Section Modulus about the x-axis.Rx = Radius of Gyration of cross-section about the x-axis.Iy = Moment of Inertia of cross-section about the y-axis.Ry = Radius of Gyration of cross-section about the y-axis. Effective Properties: Ixe = Effective Moment of Inertia of cross-section about the x-axis.Sxe = Effective Section Modulus about the x-axis.Ma = Allowable Moment based on local buckling.Mad = Allowable Moment based on distortional buckling, assuming Kɸ=0. Torsional and Other Properties: J = St. Venant Torsional Constant. The values of J shown in the tables have been factored by 1000.Cw = Torsional Warping Constant.Xo = Distance from shear center to the centroid along the principal axis.m = Distance from shear center to mid-plane of web. Ro = Polar Radius of Gyration of cross-section about the shear center.Βeta = 1-(Xo/Ro).2 Lu = Critical unbraced length for lateral-torsional buckling. Members are considered fully braced when unbraced length is less than Lu. 8" STUD/TRACK PROPERTIES Member Design thickness (in) Yield strength Fy (ksi) Gross Properties Effective Properties Torsional Properties Lu (in)Area Weight Ix Sx Rx Iy Ry Ixe Sxe Ma Mad Jx1000 Cw Xo m Ro β(in2)(lb/ft) (in 4)(in3)(in) (in 4)(in) (in 4)(in3)(in-k) (in-k)(in4)(in6)(in) (in) (in)8" Stud800S137-331 0.0346 33 0.388 1.32 3.20 0.80 2.87 0.073 0.435 3.00 0.622 12.30 10.29 0.155 0.957 -0.696 0.460 2.99 0.946 32.5 800S137-43 0.0451 33 0.503 1.71 4.14 1.03 2.87 0.093 0.430 4.00 0.896 17.70 15.10 0.341 1.21 -0.687 0.454 2.98 0.947 32.2 800S137-54 0.0566 50 0.627 2.13 5.11 1.28 2.86 0.112 0.423 4.97 1.08 32.43 27.02 0.670 1.48 -0.676 0.448 2.96 0.948 25.9 800S137-68 0.0713 50 0.782 2.66 6.31 1.58 2.84 0.134 0.414 6.29 1.47 43.97 37.40 1.33 1.79 -0.661 0.440 2.94 0.950 25.6 800S137-97 0.1017 50 1.09 3.72 8.60 2.15 2.81 0.170 0.394 8.60 2.15 64.36 60.29 3.77 2.35 -0.630 0.423 2.90 0.953 25.1 800S162-331 0.0346 33 0.413 1.41 3.58 0.896 2.94 0.125 0.550 3.38 0.710 14.03 12.22 0.165 1.63 -0.936 0.607 3.14 0.911 40.1 800S162-43 0.0451 33 0.537 1.83 4.63 1.16 2.94 0.160 0.546 4.50 1.02 20.14 17.72 0.364 2.08 -0.926 0.601 3.13 0.912 39.8 800S162-54 0.0566 50 0.670 2.28 5.74 1.43 2.93 0.194 0.539 5.60 1.23 36.79 31.52 0.715 2.54 -0.914 0.594 3.11 0.914 32.1 800S162-68 0.0713 50 0.836 2.84 7.09 1.77 2.91 0.235 0.530 7.07 1.66 49.81 43.23 1.42 3.09 -0.899 0.586 3.09 0.916 31.9 800S162-97 0.1017 50 1.17 3.98 9.72 2.43 2.88 0.305 0.511 9.71 2.43 72.71 68.90 4.03 4.11 -0.866 0.568 3.05 0.920 31.4 800S200-331 0.0346 33 0.448 1.52 4.10 1.02 3.02 0.227 0.712 4.10 0.816 16.12 14.15 0.179 2.97 -1.29 0.817 3.36 0.853 50.6 800S200-43 0.0451 33 0.582 1.98 5.30 1.33 3.02 0.292 0.708 5.30 1.29 25.54 20.41 0.395 3.80 -1.28 0.811 3.35 0.855 50.3 800S200-54 0.0566 50 0.726 2.47 6.57 1.64 3.01 0.357 0.701 6.57 1.50 44.87 36.18 0.775 4.66 -1.26 0.804 3.34 0.856 40.7 800S200-68 0.0713 50 0.907 3.09 8.14 2.04 3.00 0.435 0.692 8.14 1.96 65.2* 49.39 1.54 5.71 -1.25 0.796 3.32 0.859 40.4 800S200-97 0.1017 50 1.27 4.32 11.2 2.80 2.97 0.577 0.674 11.20 2.80 96.6* 78.36 4.38 7.68 -1.21 0.777 3.28 0.863 40.0 800S250-43 0.0451 33 0.627 2.13 6.02 1.50 3.10 0.500 0.893 6.02 1.31 25.96 21.47 0.425 6.37 -1.67 1.04 3.63 0.787 61.5 800S250-54 0.0566 50 0.783 2.66 7.47 1.87 3.09 0.614 0.886 7.38 1.53 45.66 37.93 0.836 7.85 -1.66 1.04 3.62 0.789 49.8 800S250-68 0.0713 50 0.978 3.33 9.26 2.32 3.08 0.752 0.877 9.24 2.06 61.65 52.00 1.66 9.65 -1.64 1.03 3.60 0.791 49.6 800S250-97 0.1017 50 1.37 4.67 12.8 3.20 3.05 1.01 0.858 12.8 3.05 102.7* 83.33 4.73 13.1 -1.61 1.01 3.56 0.796 49.2 800S300-54 0.0566 50 0.839 2.86 8.36 2.09 3.16 0.959 1.07 7.86 1.54 45.97 39.05 0.896 12.1 -2.07 1.27 3.92 0.721 58.6 800S300-68 0.0713 50 1.05 3.57 10.4 2.60 3.15 1.18 1.06 10.1 2.14 64.22 53.72 1.78 14.9 -2.05 1.26 3.90 0.723 58.4 800S300-97 0.1017 50 1.47 5.02 14.4 3.59 3.12 1.60 1.04 14.2 3.30 98.93 86.82 5.08 20.3 -2.02 1.24 3.86 0.727 58.1 8" Track800T125-331 0.0346 33 0.363 1.24 2.90 0.711 2.82 0.0356 0.313 2.44 0.407 8.03 —0.145 0.456 -0.439 0.294 2.88 0.977 — 800T125-43 0.0451 33 0.473 1.61 3.77 0.925 2.82 0.0458 0.311 3.48 0.640 12.65 —0.321 0.589 -0.436 0.292 2.87 0.977 — 800T125-54 0.0566 50 0.594 2.02 4.75 1.16 2.83 0.0568 0.309 4.43 0.824 24.66 —0.634 0.735 -0.432 0.289 2.88 0.977 — 800T125-68 0.0713 50 0.748 2.54 6.00 1.45 2.83 0.0703 0.307 5.96 1.22 36.40 —1.27 0.920 -0.427 0.286 2.88 0.978 — 800T125-97 0.1017 50 1.07 3.63 8.62 2.06 2.84 0.0967 0.301 8.61 2.06 69.34 —3.67 1.30 -0.417 0.279 2.89 0.979 — 800T150-331 0.0346 33 0.380 1.29 3.18 0.781 2.89 0.0600 0.397 2.57 0.414 8.18 —0.152 0.751 -0.588 0.388 2.98 0.961 — 800T150-43 0.0451 33 0.496 1.69 4.15 1.02 2.89 0.0774 0.395 3.69 0.655 12.95 —0.336 0.972 -0.584 0.386 2.98 0.961 — 800T150-54 0.0566 50 0.622 2.12 5.22 1.27 2.90 0.0961 0.393 4.69 0.844 25.27 —0.664 1.22 -0.580 0.383 2.98 0.962 — 800T150-68 0.0713 50 0.783 2.67 6.60 1.60 2.90 0.119 0.390 6.36 1.26 37.58 —1.33 1.53 -0.575 0.379 2.98 0.963 — 800T150-97 0.1017 50 1.12 3.80 9.48 2.27 2.91 0.165 0.385 9.48 2.19 65.62 —3.85 2.16 -0.564 0.372 2.99 0.965 — 800T200-331 0.0346 33 0.415 1.41 3.75 0.921 3.01 0.135 0.571 2.79 0.424 8.37 —0.166 1.64 -0.917 0.589 3.19 0.918 — 800T200-43 0.0451 33 0.541 1.84 4.89 1.20 3.01 0.175 0.569 4.04 0.676 13.35 —0.367 2.12 -0.913 0.587 3.19 0.918 — 800T200-54 0.0566 50 0.679 2.31 6.15 1.50 3.01 0.218 0.567 5.15 0.872 26.09 —0.725 2.66 -0.908 0.584 3.20 0.919 — 800T200-68 0.0713 50 0.854 2.91 7.79 1.89 3.02 0.272 0.564 7.05 1.31 39.22 —1.45 3.36 -0.902 0.580 3.20 0.921 — 800T200-97 0.1017 50 1.22 4.15 11.2 2.68 3.03 0.379 0.558 10.8 2.35 70.28 —4.20 4.79 -0.889 0.571 3.21 0.923 — 800T300-331 0.0346 33 0.484 1.65 4.89 1.20 3.18 0.416 0.927 3.46 0.443 8.76 —0.193 4.87 -1.66 1.03 3.70 0.799 — 800T300-43 0.0451 33 0.631 2.15 6.37 1.56 3.18 0.540 0.925 4.92 0.737 14.56 —0.428 6.33 -1.66 1.02 3.70 0.800 — 800T300-54 0.0566 50 0.792 2.69 8.03 1.96 3.18 0.674 0.923 6.24 0.956 28.62 —0.845 7.96 -1.65 1.02 3.70 0.801 — 800T300-68 0.0713 50 0.997 3.39 10.17 2.47 3.19 0.844 0.920 8.16 1.55 46.36 — 1.69 10.1 -1.64 1.02 3.71 0.803 — 800T300-97 0.1017 50 1.42 4.84 14.7 3.51 3.21 1.19 0.914 12.8 2.59 77.44 — 4.90 14.5 -1.63 1.01 3.72 0.808 — 1Web-height-to-thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads. *Allowable moment includes cold work of forming. MF - San Juan Capistrano TKA# 21630 Page 11 of 18 Simpson Strong-Tie® Wood Construction Connectors 102 Solid Sawn Joist HangersC-C-2021 ©2021 SIMPSON STRONG-TIE COMPANY INC.Typical LUS28 Installation use 0.148" x 3" nail or 0.148" x 3 1/4" nail LUS/HUS/HHUS/HGUS All hangers in this series have double-shear nailing. This innovation distributes the load through two points on each joist nail for greater strength. It also allows the use of fewer nails, faster installation and the use of standard nails for all connections. (Do not bend or remove tabs.) Material: See tables, pp. 104–114 Finish: Galvanized. Some products available in stainless steel or ZMAX® coating; see Corrosion Information, pp. 12–15. Installation: •Use all specified fasteners; see General Notes. •Nails must be driven at an angle through the joist or truss into the header to achieve the table loads. •Not designed for welded or nailer applications. •With 3x carrying members: when 0.162" x 3 1/2" nails are specified, use 0.162" x 2 1/2" nails into the header and 0.162" x 3 1/2" nails into the joist with no load reduction. When 0.148" x 3" nails are specified, use 0.148" x 2 1/2" nails into the header and 0.148" x 3" nails into the joist with no load reduction. •With 2x carrying members: when 0.162" x 3 1/2" nails are specified, use 0.148" x 1 1/2" nails into the header and 0.148" x 3" nails into the joist and reduce the load to 0.64 of the table values. When 0.148" x 3" nails are specified, use 0.148" x 1 1/2" nails into the header and 0.148" x 3" nails into the joist and reduce the load to 0.77 of the table values. See p. 22 for specific Load Adjustment Factors. Allowable Loads: •See table on pp. 104–114 for loads. Options: •LUS/HUS hangers cannot be modified. •See next page for HHUS/HGUS modifications. Double-Shear Face-Mount Joist Hangers 2" HHUS410 Double-Shear Nailing Double- Shear Nailing Top View Dome Double-Shear Nailing Side View (Available on some models) Double-Shear Nailing Side View — Do not bend tab LUS28 H BW 1" for 2x’s11⁄16" for 3x’s and 4x’s HUS210 (HUS26 and HUS28 similar) HUS412 HGUS3.25 /12 25⁄8" This product is preferable to similar connectors because of (a) easier installation, (b) higher loads, (c) lower installed cost, or a combination of these features. LUS HangerHUS HangerHHUS HangerHGUS Hanger MF - San Juan Capistrano TKA# 21630 Page 12 of 18 Simpson Strong-Tie® Wood Construction Connectors 107Solid Sawn Joist HangersC-C-2021 ©2021 SIMPSON STRONG-TIE COMPANY INC.Face-Mount Hangers — Solid Sawn Lumber (DF/SP) Joist Size Model No.Ga. Dimensions (in.)Min./ Max. Fasteners (in.)DF/SP Allowable Loads (lb.)Installed Cost Index (ICI) Code Ref.W H B Header Joist Uplift (160) Floor (100) Snow (115) Roof (125) Sawn Lumber Sizes 3x14 U314 16 2 9/16 10 1/2 2 — (16) 0.162 x 3 1/2 (6) 0.148 x 1 1/2 990 2,305 2,610 2,815 * IBC, FL, LA HU314 / HUC314 14 2 9/16 12 7/16 2 1/2 — (18) 0.162 x 3 1/2 (8) 0.148 x 1 1/2 1,510 2,680 3,025 3,240 * HUCQ310-SDS 14 2 9/16 9 3 — (8) 1/4 x 2 1/2 SDS (4) 1/4 x 2 1/2 SDS 1,350 3,120 3,590 3,860 * 3x16 U314 16 2 9/16 10 1/2 2 — (16) 0.162 x 3 1/2 (6) 0.148 x 1 1/2 990 2,305 2,610 2,815 * HU316 / HUC316 14 2 9/16 14 5/32 2 1/2 — (20) 0.162 x 3 1/2 (8) 0.148 x 1 1/2 1,510 2,980 3,360 3,600 * 4x4 LUS44 18 3 9/16 3 2 — (4) 0.162 x 3 1/2 (2) 0.162 x 3 1/2 410 800 905 980 Lowest U44 16 3 9/16 2 7⁄8 2 — (4) 0.162 x 3 1/2 (2) 0.148 x 3 240 575 650 705 20% HU44 / HUC44 14 3 9/16 2 7⁄8 2 1/2 — (4) 0.162 x 3 1/2 (2) 0.148 x 3 380 595 670 720 161% 4x6 LUS46 18 3 9/16 4 3⁄4 2 — (4) 0.162 x 3 1/2 (4) 0.162 x 3 1/2 1,060 1,030 1,170 1,265 Lowest U46 16 3 9/16 4 7⁄8 2 — (8) 0.162 x 3 1/2 (4) 0.148 x 3 535 1,150 1,305 1,410 37% HUS46 14 3 9/16 5 2 — (4) 0.162 x 3 1/2 (4) 0.162 x 3 1/2 1,165 1,055 1,195 1,290 152% HU46 / HUC46 14 3 9/16 4 3⁄4 2 1/2 Min.(8) 0.162 x 3 1/2 (4) 0.148 x 3 755 1,190 1,345 1,440 163% 14 3 9/16 4 3⁄4 2 1/2 Max.(12) 0.162 x 3 1/2 (6) 0.148 x 3 1,135 1,785 2,015 2,165 185% 4x8 LUS46 18 3 9/16 4 3⁄4 2 — (4) 0.162 x 3 1/2 (4) 0.162 x 3 1/2 1,060 1,030 1,170 1,265 Lowest U46 16 3 9/16 4 7⁄8 2 — (8) 0.162 x 3 1/2 (4) 0.148 x 3 535 1,150 1,305 1,410 37% LUS48 18 3 9/16 6 3⁄4 2 — (6) 0.162 x 3 1/2 (4) 0.162 x 3 1/2 1,060 1,315 1,490 1,610 40% HUS48 14 3 9/16 6 15/16 2 — (6) 0.162 x 3 1/2 (6) 0.162 x 3 1/2 1,320 1,580 1,790 1,930 203% HU48 / HUC48 14 3 9/16 6 1⁄8 2 1/2 Min.(10) 0.162 x 3 1/2 (4) 0.148 x 3 755 1,490 1,680 1,800 213% 14 3 9/16 6 1⁄8 2 1/2 Max.(14) 0.162 x 3 1/2 (6) 0.148 x 3 1,135 2,085 2,350 2,530 235% 4x10 LUS48 18 3 9/16 6 3⁄4 2 — (6) 0.162 x 3 1/2 (4) 0.162 x 3 1/2 1,060 1,315 1,490 1,610 Lowest LUS410 18 3 9/16 8 3⁄4 2 — (8) 0.162 x 3 1/2 (6) 0.162 x 3 1/2 1,445 1,830 2,075 2,245 19% U410 16 3 9/16 8 3/8 2 — (14) 0.162 x 3 1/2 (6) 0.148 x 3 990 2,015 2,280 2,465 74% HUS410 14 3 9/16 8 15/16 2 — (8) 0.162 x 3 1/2 (8) 0.162 x 3 1/2 3,220 2,110 2,385 2,575 154% HU410 / HUC410 14 3 9/16 8 3/8 2 1/2 Min.(14) 0.162 x 3 1/2 (6) 0.148 x 3 1,135 2,085 2,350 2,520 232% 14 3 9/16 8 3/8 2 1/2 Max.(18) 0.162 x 3 1/2 (10) 0.148 x 3 1,795 2,680 3,020 3,250 253% HUCQ410-SDS 14 3 9/16 9 3 —(12) 1/4 x 2 1/2 SDS (6) 1/4 x 2 1/2 SDS 2,265 4,500 4,500 4,500 * 4x12 LUS410 18 3 9/16 8 3⁄4 2 — (8) 0.162 x 3 1/2 (6) 0.162 x 3 1/2 1,445 1,830 2,075 2,245 Lowest LUS414 18 3 9/16 10 3⁄4 2 — (10) 0.162 x 3 1/2 (6) 0.162 x 3 1/2 1,445 2,110 2,395 2,590 33% U410 16 3 9/16 8 3/8 2 — (14) 0.162 x 3 1/2 (6) 0.148 x 3 990 2,015 2,280 2,465 46% HUS410 14 3 9/16 8 5/16 2 — (8) 0.162 x 3 1/2 (8) 0.162 x 3 1/2 3,220 2,110 2,385 2,575 114% HUS412 14 3 9/16 10 1/2 2 — (10) 0.162 x 3 1/2 (10) 0.162 x 3 1/2 3,435 2,635 2,985 3,220 129% HU412 / HUC412 14 3 9/16 10 3/8 2 1/2 Min.(16) 0.162 x 3 1/2 (6) 0.148 x 3 1,135 2,385 2,690 2,880 268% 14 3 9/16 10 3/8 2 1/2 Max.(22) 0.162 x 3 1/2 (10) 0.148 x 3 1,795 3,275 3,695 3,970 290% HUCQ410-SDS 14 3 9/16 9 3 —(12) 1/4 x 2 1/2 SDS (6) 1/4 x 2 1/2 SDS 2,265 4,500 4,500 4,500 * HUCQ412-SDS 14 3 9/16 11 3 —(14) 1/4 x 2 1/2 SDS (6) 1/4 x 2 1/2 SDS 2,265 5,045 5,045 5,045 * 4x14 LUS410 18 3 9/16 8 3⁄4 2 — (8) 0.162 x 3 1/2 (6) 0.162 x 3 1/2 1,445 1,830 2,075 2,245 Lowest LUS414 18 3 9/16 10 3⁄4 2 — (10) 0.162 x 3 1/2 (6) 0.162 x 3 1/2 1,445 2,110 2,395 2,590 33% U414 16 3 9/16 10 2 — (16) 0.162 x 3 1/2 (6) 0.148 x 3 990 2,305 2,610 2,815 93% HUS412 14 3 9/16 10 1/2 2 — (10) 0.162 x 3 1/2 (10) 0.162 x 3 1/2 3,435 2,635 2,985 3,220 129% HU414 / HUC414 14 3 9/16 11 15/16 2 1/2 Min.(18) 0.162 x 3 1/2 (8) 0.148 x 3 1,510 2,680 3,025 3,240 333% 14 3 9/16 11 15/16 2 1/2 Max.(24) 0.162 x 3 1/2 (12) 0.148 x 3 2,015 3,570 4,030 4,335 355% HUCQ412-SDS 14 3 9/16 11 3 —(14) 1/4 x 2 1/2 SDS (6) 1/4 x 2 1/2 SDS 2,265 5,045 5,045 5,045 * Codes: See p. 11 for Code Reference Key ChartSee footnotes on p. 108. Many of these products are approved for installation with Strong-Drive® SD Connector screws. See pp. 348–352 for more information. These products are available with additional corrosion protection. For more information, see p. 14. For stainless-steel fasteners, see p. 21. LUS Hanger MF - San Juan Capistrano TKA# 21630 Page 13 of 18 The technical content of this literature is effective 01/27/23 and supersedes all previous information.Pub. No. CD-ClipExpress 01/23 clarkdietrich.com OVERVIEW SCREW CONNECTIONS Self-drilling screws— These high-strength fasteners are used if the connection is multiple thicknesses of 33mil steel or thicker. One of the more common self-drilling screws is a #10-16 x 5/8 HWH SD (#10 diameter shaft, 16 threads per inch, 5/8 length, hex washer head self-drilling screw). Proprietary deflection screws— Many of the ClarkDietrich deflection clips include our Proprietary Deflection Screw that has been specifically designed to provide friction-free deflection. These fasteners eliminate drag, binding or resistance that can often occur with common fasteners. Connections can be made using a variety of fastening options. It is critical to specify the proper fastener to ensure the proper performance of the connections in light-gauge (cold-formed) steel construction. The most common and widely used connection methods are screw connections, powder-actuated fastener connections and weld connections. Each type of connection method has various advantages and disadvantages. Therefore, we provide data for the most common types so you can choose your preferred connection method. Proprietary Deflection Screw Average Ultimate Shear 2400 lbs NASPEC 2007 ASD Factor of Safety 3.0 Average Allowable Shear Load 800 lbs Material thickness (mils) Design thickness (in) Material Strength #8-18 HWH Screw #10-16 HWH Screw #12-14 HWH Screw 1/4"-14 HWH Screw Dia. = 0.160 Dia. = 0.190 Dia. = 0.210 Dia. = 0.240 Fy(ksi)Fu(ksi)Shear(lbs)Tension(lbs)Shear(lbs)Tension(lbs)Shear(lbs)Tension(lbs)Shear(lbs)Tension(lbs) 33 0.0346 33 45 162 71 177 84 186 93 199 106 43 0.0451 33 45 241 92 263 109 277 121 296 138 54 0.0566 33 45 333 115 370 137 389 152 416 173 0.0566 50 65 333 167 467 198 562 219 600 250 68 0.0713 33 45 ——467 173 550 191 588 218 0.0713 50 65 ——467 249 667 276 849 315 97 0.1017 33 45 ——467 246 667 272 867 311 0.1017 50 65 ——467 356 667 393 867 450 118 0.1242 33 45 ————667 333 867 380 0.1242 50 65 ————667 480 867 549 Notes: 1 All values were calculated using the 2001 AISI Specification w/2004 supplement. 2 Charts are based on Buildex TEK2 HWH screw capacities. All screws must meet minimum criteria outlined. 3 Shear strength for #8, #10, #12, and 1/4" screws must be greater than or equal to 1000 lbs, 1400 lbs, 2000 lbs and 2600 lbs respectively. 4 Tension strength for #8, #10, #12, and 1/4" screws must be greater than or equal to 1545 lbs, 1936 lbs, 2778 lbs and 4060 lbs respectively. 5 The minimum head diameter for #8 screws is 1/4." The minimum head diameter for #10 and #12 screws is 3/8." The minimum head diameter for 1/4" screws is 1/2." 6 Screw ultimate shear capacity is based on Buildex® DATA as a minimum. 7 Buildex is a registered trademark of Illinois Tool Works, Inc. Material thickness (mils) Design thickness (in) Material Strength #8-18 Screw #10-16 Screw #12-14 Screw 1/4"-14 Screw Shank = 0.160 Shank = 0.190 Shank = 0.210 Shank = 0.240 Head = 0.250 Head = 0.375 Head = 0.375 Head = 0.500 Fy(ksi)Fu(ksi)Bearing (lbs)Pullover(lbs)Bearing (lbs)Pullover (lbs)Bearing (lbs)Pullover (lbs)Bearing (lbs)Pullover (lbs) 33 0.0346 33 45 224 195 266 292 294 292 336 389 43 0.0451 33 45 292 254 347 381 384 381 438 507 54 0.0566 33 45 367 318 436 478 481 478 550 637 50 65 530 460 629 690 695 690 795 920 68 0.0713 33 45 ——549 602 606 602 693 802 50 65 ——792 869 876 869 1001 1159 97 0.1017 33 45 ——783 858 865 858 989 1144 50 65 ——1130 1239 1249 1239 1428 1653 118 0.1242 33 45 ————1056 1048 1207 1397 50 65 ————1526 1514 1744 2018 AISI Calculated Allowable Bearing & Pullover for Screws AISI Calculated Allowable Loads for Screw Connection Fastening Options 4 MF - San Juan Capistrano TKA# 21630 Page 14 of 18 "BEAMANAL.xls" Program Version 2.4 SINGLE-SPAN BEAM ANALYSIS For Simple, Propped, Fixed, or Cantilever Beams Job Name:Mendocino Farms San Juan Capistrano Subject:Roof Truss existing loading Job Number:21630 Originator:EH Checker: Input Data: c e Beam Data:Simple Beam b Span Type?Simple a Span, L =39.0000 ft.Propped Beam +P +M +we Modulus, E =29000 ksi +wb Inertia, I =199.00 in.^4 Fixed Beam +w E,I L Beam Loadings:Cantilever Beam RL x RR Full Uniform:Nomenclature w =0.3700 kips/ft. Start End Results: Distributed:b (ft.)wb (kips/ft.)e (ft.)we (kips/ft.)Reactions: #1:RL =7.22 k RR =7.22 k #2:ML =N.A.MR =N.A. #3:Maximum Moments: #4:+M(max) =70.35 ft-k @ x =19.50 ft. #5:-M(max) =0.00 ft-k @ x =0.00 ft. #6:Maximum Deflections: #7:-D(max) =-3.337 in.@ x =19.50 ft. #8:+D(max) =0.000 in.@ x =0.00 ft. D(ratio) =L/140 Point Loads:a (ft.)P (kips) #1: #2: #3: #4: #5: #6: #7: #8: #9: #10: #11: #12: #13: #14: #15: Moments:c (ft.)M (ft-kips) #1: #2: #3: #4: -8.0 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 8.0 0.002.344.687.029.3611.7014.0416.3818.7221.0623.4025.7428.0830.4232.7635.1037.44Shear (kips)x (ft.) Shear Diagram 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 0.002.344.687.029.3611.7014.0416.3818.7221.0623.4025.7428.0830.4232.7635.1037.44Moment (ft-kips)x (ft.) Moment Diagram 1 of 2 2/28/2023 7:43 PM MF - San Juan Capistrano TKA# 21630 Page 15 of 18 "BEAMANAL.xls" Program Version 2.4 SINGLE-SPAN BEAM ANALYSIS For Simple, Propped, Fixed, or Cantilever Beams Job Name:Mendocino Farms San Juan Capistrano Subject:Roof Truss new loading Job Number:21630 Originator:EH Checker: Input Data: c e Beam Data:Simple Beam b Span Type?Simple a Span, L =39.0000 ft.Propped Beam +P +M +we Modulus, E =29000 ksi +wb Inertia, I =199.00 in.^4 Fixed Beam +w E,I L Beam Loadings:Cantilever Beam RL x RR Full Uniform:Nomenclature w =0.3700 kips/ft. Start End Results: Distributed:b (ft.)wb (kips/ft.)e (ft.)we (kips/ft.)Reactions: #1:RL =7.22 k RR =7.38 k #2:ML =N.A.MR =N.A. #3:Maximum Moments: #4:+M(max) =70.48 ft-k @ x =19.52 ft. #5:-M(max) =0.00 ft-k @ x =0.00 ft. #6:Maximum Deflections: #7:-D(max) =-3.345 in.@ x =19.51 ft. #8:+D(max) =0.000 in.@ x =0.00 ft. D(ratio) =L/140 Point Loads:a (ft.)P (kips) #1:37.5000 0.18 #2: #3: #4: #5: #6: #7: #8: #9: #10: #11: #12: #13: #14: #15: Moments:c (ft.)M (ft-kips) #1: #2: #3: #4: -10.0 -8.0 -6.0 -4.0 -2.0 0.0 2.0 4.0 6.0 8.0 0.002.344.687.029.3611.7014.0416.3818.7221.0623.4025.7428.0830.4232.7635.1037.44Shear (kips)x (ft.) Shear Diagram 0.0 10.0 20.0 30.0 40.0 50.0 60.0 70.0 80.0 0.002.344.687.029.3611.7014.0416.3818.7221.0623.4025.7428.0830.4232.7635.1037.44Moment (ft-kips)x (ft.) Moment Diagram 2 of 2 2/28/2023 7:43 PM MF - San Juan Capistrano TKA# 21630 Page 16 of 18 "BEAMANAL.xls" Program Version 2.4 SINGLE-SPAN BEAM ANALYSIS For Simple, Propped, Fixed, or Cantilever Beams Job Name:Mendocino Farms San Juan Capistrano Subject:Roof Beam existing loading Job Number:21630 Originator:EH Checker: Input Data:Trib Area is 37.25' c e Beam Data:Simple Beam b Span Type?Simple a Span, L =32.7500 ft.Propped Beam +P +M +we Modulus, E =29000 ksi +wb Inertia, I =199.00 in.^4 Fixed Beam +w E,I L Beam Loadings:Cantilever Beam RL x RR Full Uniform:Nomenclature w =1.3780 kips/ft. Start End Results: Distributed:b (ft.)wb (kips/ft.)e (ft.)we (kips/ft.)Reactions: #1:RL =22.97 k RR =22.68 k #2:ML =N.A.MR =N.A. #3:Maximum Moments: #4:+M(max) =186.65 ft-k @ x =16.29 ft. #5:-M(max) =0.00 ft-k @ x =0.00 ft. #6:Maximum Deflections: #7:-D(max) =-6.250 in.@ x =16.35 ft. #8:+D(max) =0.000 in.@ x =0.00 ft. D(ratio) =L/63 Point Loads:a (ft.)P (kips) #1:4.5000 0.23 #2:9.2500 0.30 #3: #4: #5: #6: #7: #8: #9: #10: #11: #12: #13: #14: #15: Moments:c (ft.)M (ft-kips) #1: #2: #3: #4: -30.0 -20.0 -10.0 0.0 10.0 20.0 30.0 0.001.973.935.907.869.8311.7913.7615.7217.6919.6521.6223.5825.5527.5129.4831.44Shear (kips)x (ft.) Shear Diagram 0.0 20.0 40.0 60.0 80.0 100.0 120.0 140.0 160.0 180.0 200.0 0.001.973.935.907.869.8311.7913.7615.7217.6919.6521.6223.5825.5527.5129.4831.44Moment (ft-kips)x (ft.) Moment Diagram 1 of 2 2/28/2023 4:34 PM MF - San Juan Capistrano TKA# 21630 Page 17 of 18 "BEAMANAL.xls" Program Version 2.4 SINGLE-SPAN BEAM ANALYSIS For Simple, Propped, Fixed, or Cantilever Beams Job Name:Mendocino Farms San Juan Capistrano Subject:Roof Beam new loading Job Number:21630 Originator:EH Checker: Input Data:Trib Area is 37.25' c e Beam Data:Simple Beam b Span Type?Simple a Span, L =32.7500 ft.Propped Beam +P +M +we Modulus, E =29000 ksi +wb Inertia, I =199.00 in.^4 Fixed Beam +w E,I L Beam Loadings:Cantilever Beam RL x RR Full Uniform:Nomenclature w =1.3780 kips/ft. Start End Results: Distributed:b (ft.)wb (kips/ft.)e (ft.)we (kips/ft.)Reactions: #1:RL =23.19 k RR =22.94 k #2:ML =N.A.MR =N.A. #3:Maximum Moments: #4:+M(max) =190.11 ft-k @ x =16.44 ft. #5:-M(max) =0.00 ft-k @ x =0.00 ft. #6:Maximum Deflections: #7:-D(max) =-6.352 in.@ x =16.36 ft. #8:+D(max) =0.000 in.@ x =0.00 ft. D(ratio) =L/62 Point Loads:a (ft.)P (kips) #1:4.5000 0.23 #2:9.2500 0.30 #3:18.0000 0.47 #4: #5: #6: #7: #8: #9: #10: #11: #12: #13: #14: #15: Moments:c (ft.)M (ft-kips) #1: #2: #3: #4: -30.0 -20.0 -10.0 0.0 10.0 20.0 30.0 0.001.973.935.907.869.8311.7913.7615.7217.6919.6521.6223.5825.5527.5129.4831.44Shear (kips)x (ft.) Shear Diagram 0.0 20.0 40.0 60.0 80.0 100.0 120.0 140.0 160.0 180.0 200.0 0.001.973.935.907.869.8311.7913.7615.7217.6919.6521.6223.5825.5527.5129.4831.44Moment (ft-kips)x (ft.) Moment Diagram 2 of 2 2/28/2023 4:34 PM MF - San Juan Capistrano TKA# 21630 Page 18 of 18 PERMIT NUMBER: JOB ADDRESS: FOR OFFICE USE ONLY DEPARTMENT APPROVALS REQUIRED: BUILDING: PLANNING: PUBLIC WORKS: SMWD: OCFA: YES YES YES YES YES NO NO NO NO NO INSTRUCTIONS: 1.Submit 3 sets of only the revised sheets stapled into sets (do not submit complete set of plans) 2.“CLOUD” the proposed changes on the drawings. 3.Note the page number(s) on which the revision(s) occur. 4.Provide description of proposed changes. DESCRIPTION OF PROPOSED CHANGES: PAGE # 1 . 2 . 3 . 4 . 5 . APPLICANT SIGNATURE DATE BUILDING REVISION FEE:TOTAL PLAN CHECKER REVIEW TIME: $86.93/HOUR - 1 HOUR MINIMUM – Per table 3.A.1 HOURS FOR OFFICE USE ONLY APPROVED BY: DATE: COMPANY NAME: EMAIL ADDRESS CONTACT PHONE #: ( ) APPLICANT NAME: City of San Juan Capistrano DeDevelopment Services Department 32400 Paseo Adelanto San Juan Capistrano, CA 92675 Phone: (949) 443-6347 Email: building@sanjuancapistrano.org www.sanjuancapistrano.org/building REVISION / DEFERRED SUBMITTAL ADDING NEW M/E/P? : REVISION #: PLAN REVIEWER: SUBMITTAL DATE: TARGET DATE: YES NO FOR OFFICE USE ONLY 1 CSG 10/12/2310/22/23 X XXXX 2 CSG 10/18/23 August 24, 2023 Explanation of Revision To Approved 2/28/2023 Plumbing Drawings PROJECT ADDRESS: Mendocino Farms Sandwich Market 31880 Paseo Adelanto #150 San Juan Capistrano, CA 92675 DATE: August 24, 2023 PERMIT NUMBER: B22-1200 CSG# 4212899 Attn: To Whom it may Concern: The purpose of this letter is to explain the changes of our sanitary sewer system for the above referenced project. An additional floor sink has been added to the project located underneath the dishwasher. Schedules and Riser Diagrams showing Drainage Fixture Units have been revised. The dishwasher will discharge into this floor sink, and per California Plumbing Code 1014.1.3, the additional floor sink has been plumbed to discharge into the sanitary sewer line, not connected to the Grease Interceptor. We have also revised the plumbing plans as reviewed by the Health Department as shown in Delta’s 3,4. Those comment response letters have been attached to this letter. I hope this discussion is helpful, if you have any questions, please let me know. Sincerely, Bradley F. Reynolds Bradley F. Reynolds, PE TK Architects, INC. cc: Chris Konecny, VP Design & Construction, Mendocino Farms September 20, 2023 Explanation of Revision To Approved 9/20/2023 Architectural Drawings PROJECT ADDRESS: Mendocino Farms Sandwich Market 31880 Paseo Adelanto #150 San Juan Capistrano, CA 92675 DATE: September 20, 2023 Attn: To Whom it may Concern: The purpose of this letter is to explain the changes to our Equipment Detail drawings involving the Hood. We added (2) additional detail drawings explaining how the hood should be supported and connected to structural supports and where it is located in reference to the roof plan. I hope this explanation was helpful, if you have any questions let me know. Sincerely, Cullen Moser Cullen Moser TK Architects, Int. Cc: Chris Konecny, VP Design & Construction, Mendocino Farms 2ND RESPONSE TO HEATLTH DEPARTMENT COMMENTS DATE: 03/15/2023 RECORD ID# SR151061- ADDRESS: 31880 Paseo Adelanto #150 San Juan Capistrano, CA 92675 TI for new Mendocino Farm restaurant 1. FLOORING - OUT Inspector Comments: 1. The provided base cove sample B2 proposed for the beverage station and the service area is not an approved base cove because it does not have a 3/8" radius. Submit a new sample for evaluation. RESPONSE: New updated B2 galvanized cove base with 3/8” radius profile will be used and sample will be sent for evaluation. 2. The proposed concrete sealer (Retrograde 900) is not approved because the specification sheets states that it is not acid resistant, and it says not to use bleach when cleaning. Provide a concrete sealer that is clear, water, acid and grease resistant (the specification sheet shall state this). You can also choose one of the pre-approved concrete sealers on the attached finishes schedule. RESPONSE: Curecrete Ashford Formula will be used, listed as an approved concrete sealer from health department list of approved finishes. 3. Per the response sheet, B2 was proposed on the front exterior of the walk-in cooler. B2 is not an approved base cove. Since you are already providing quarry for the flooring in front of the walk-in cooler, provide a quarry base cove in front of the walk in cooler for a seamless transition. RESPONSE: B1 (Quarry tile cove base) will be used, RE: A1-05 and A6-04. 4. Provide a base cove for the front of the mop sink. Violation Description: Flooring shall be smooth, durable, non-absorbent, and easily cleanable. Flooring must be smooth on base coving and under equipment, shelving, sinks, and counters. The flooring shall be of an approved type that continues up the wall four (4) inches, in a seamless manner, forming a 3/8-inch minimum radius cove as an integral unit. Vinyl/rubber topset coved base and/or the vinyl composition tiles (VCT) are not acceptable. Some slim foot ceramic, quarry, and metal topset cove bases are generally acceptable. Submit samples of the proposed flooring and base cove for approval prior to installation. Concrete floors are to be patched to remove cracks and divots. If floor sealer is to be used, provide detailed specifications on the proposed floor sealer for evaluation and approval. The sealer must be an approved clear penetrating sealer that is oil, acid, and water resistant; pigmented sealers and epoxy paints are not acceptable. When excessive amounts of slip resistant agents are used, a high-pressure cleaning system or equivalent must be provided with drainage to floor drains. (114268, 114269) RESPONSE: B1 (Quarry tile cove base) will be used, RE: A1-05, A10/A5-04, C26/A5-04 and A6-04 2. CEILING - OUT Inspector Comments: Satin paint is not approved for the ceiling at the restroom, service area, and beverage counter. If the finish is a gypsum ceiling, then provide a semi-gloss or gloss paint. Violation Description: Approved ceilings are required over all food and utensil handling areas, in restrooms and janitorial areas. Exposed beams must be flush and sealed to the ceiling to prevent any gaps where dust or vermin can accumulate. Hanging beams, pipes, fire sprinkler lines, conduit, décor, or other dust-and-vermin collecting items are not permitted over food and utensil handling areas. (113980, 113984, 114179, 114271) DATE: 03/15/2023 RECORD ID# SR151061- ADDRESS: 31880 Paseo Adelanto #150 San Juan Capistrano, CA 92675 TI for new Mendocino Farm restaurant RESPONSE: PAINT FINISH WILL BE SEMI-GLOSS, RE: Finish Schedule/A6-04. 3. WALLS - OUT Inspector Comments: Satin paint is not approved for the gypsum walls in the restroom. Provide a semi-gloss or gloss paint for the gypsum walls in the restroom. Violation Description: The wall surfaces behind sinks shall be covered with Fiberglass Reinforced Plastic (FRP), stainless steel, or the equivalent. The approved wall cover must extend up the wall at least four (4) feet from the back splash and cover the walls behind the sink and accompanying drainboards. The wall surface in the area where the dish machine is installed shall be covered with FRP, stainless steel, or the equivalent. The approved wall cover must extend up the wall at least eight feet from the floor and cover the walls behind the dish machine and accompanying drainboards. If high pressure spray cleaning equipment is proposed or required to clean nonskid flooring, then wall surfaces in these areas must be covered with an approved water-resistant covering (i.e., FRP, stainless steel, or the equivalent) to a minimum of four (4) feet above the base cove. Indicate approved wall surfaces if you will be installing high pressure spray cleaning equipment. (§114268, 114269, 114271). RESPONSE: PAINT FINISH WILL BE SEMI-GLOSS, RE: Finish Schedule/A6-04. 4. WAREWASHING SINKS - OUT Inspector Comments: Although shop sheets were not provided with this set of plans, the shop sheets that were provided for the Laguna Niguel shop drawings. Violation Description: Warewashing sinks shall have at least three compartments with two integral metal drainboards. Sink compartments shall be large enough to accommodate immersion of the largest utensil; a minimum compartment size of 18" wide by 18" long by 12" deep is required unless otherwise specified by this department. The utensil sink shall be installed to have a minimum 2" clearance between end walls, or have an integral end-return that goes up the wall 8" and is sealed to the wall. (114097, 114099, 114130.1, 114169) RESPONSE: Kitchen millwork shop drawings provided, all sink compartments is to be 18W x 20L x 12”D. 5. DISHMACHINE CHEMICALS AND SANITIZATION - OUT Inspector Comments: The dish machine make, and model is not consistent on this set of plans. On sheet A1-07, it states that it is Ecolab XL-2000, but the FS sheets callout an Ecolab ES-2000. Clarify which dish machine will actually be installed and provide the specification sheet of the dish machine. Violation Description: For high temperature dish machines, the utensil surface must reach 160°F as measured by an irreversible registering temperature indicator. For chemical sanitizing dish machines, the dish machine final rinse must provide contact with a solution of 50ppm available chlorine for at least 30 seconds. Dish machine chemicals must be stored on a cleanable shelf or rack at least six inches off the floor. (114099.7, 114130, 114169) RESPONSE: Dishwasher to be Ecolab ES-2000-VV, this is low-temp dishwasher, does not require hood. See cutsheet attached. RE: Kitchen Schedule, Item # 41 / A1-07. 6. DISHMACHINE VENTILATION - OUT Inspector Comments: If switching the make and model of the dish machine to Ecolab XL-2000, provide the specification sheet in order to determine if a hood is required for this model. Violation Description: Type II mechanical exhaust shall be provided over the high temperature dish machine. (114149) RESPONSE: Dishwasher to be Ecolab ES-2000-VV, this is low-temp dishwasher, does not require hood. See cutsheet attached. 7. DISHMACHINE DRAINBOARDS - OUT Inspector Comments: DATE: 03/15/2023 RECORD ID# SR151061- ADDRESS: 31880 Paseo Adelanto #150 San Juan Capistrano, CA 92675 TI for new Mendocino Farm restaurant Per the floor plans on sheet A1-07 and FS sheets, it appears as though there isn't an integral end return at the soiled dish drainboard. Provide an end return. Violation Description: All warewashing equipment shall be provided with two integral metal drainboards of adequate size and construction. Drainboards on the clean utensil side may slope back to a quickdrain. Drainboards on the soiled utensil side may drain to a quickdrain, prerinse sink, or into the wash compartment of a three-compartment warewashing sink. (114103) RESPONSE: Integral end return added to dishmachine drainboard, RE: A1-07, FS-3 and millwork shop drawings (West Star – Sheet S9) 10. HANDWASHING FACILITIES - OUT Inspector Comments: You have removed the hand washing sink that was next to the ware washing area. Now there is no hand washing sink for the ware washing area and the back of house preparation area. Provide a hand washing sink that is centrally located for both the back of house preparation area and the ware washing area. You have also relocated the mop sink and moved the ice machine all the way to the end of the wall. Ensure that you take into account the distance of the ice machine to the hand wash sink you will propose Violation Description: Handwashing facilities shall be sufficient in number and conveniently located and unobstructed so as to be accessible at all times for use by food employees. Handwashing cleanser and single-use sanitary towels must be provided in dispensers at all handwashing facilities. Hot air blowers may be provided in lieu of the hand towel dispensers. All handwashing facilities shall have warm water supplied through a mixing valve or combination faucet at a temperature of at least 100°F. If the temperature is not readily adjustable at the faucet, the temperature shall be at least 100°F but not to exceed 108°F. (113953) RESPONSE: 2 new hand sinks have been added to accommodate requirements; warewashing and prep area. RE: A21/A1-07. 13. FLOOR SINKS AND FLOOR DRAINS - OUT Inspector Comments: The position of the floor sinks on sheet FS-5 do not match the floor sinks on sheet P1.10. Ensure that floor sinks all match, including location and position on the flooring. Violation Description: All equipment which generates condensate or similar liquid wastes shall be drained by means of indirect waste pipes into a floor sink. Floor drains are not to be used in lieu of floor sinks. All floor sinks must be at least half-exposed under the curb mounted equipment or be in line with the front face of elevated freestanding equipment and located within 15 feet of the condensate producing equipment. A properly coved protective enclosure will be required around the backside of half-exposed floor sinks where the floor sink is installed under curb or base mounted equipment, e.g., storage cabinet, display refrigerators, etc. Provide easily removable (without the use of tools) safety grates on exposed floor sinks. Floor drains are required in floors that are water-flushed for cleaning, where pressure spray methods for cleaning equipment are used, and where slip resistant agents are used on floors. Where floor drains are utilized, the floor surface shall be sloped 1:50 to the floor drains. Where floor drains are required for slip resistant floor surfaces inside walk-in refrigeration units, the floor shall be sloped toward the door to a trench drain or a floor drain located within the swing of the door. For sheet vinyl flooring, provide a special locking floor drain. Provide specifications on the locking clamp floor drain(s). (114193, 114268, 114269) RESPONSE: Kitchen and Architectural drawings have been updated to coordinate locations. 14. DRAIN LINES AND AIR GAPS - OUT Inspector Comments: Sheet FS-5 shows the walk-in cooler's condenser draining to a floor drain. The walk-in cooler shall drain to a floor sink. Violation Description: Drain lines must be at least six (6) inches off the floor and 1/2 inch away from walls and not cross any aisle, traffic area or door opening. An air gap between the waste pipe and flood rim of the floor sink shall be twice the diameter of the waste pipe and may not be less than 1". (114193.1) RESPONSE: Kitchen and Plumbing drawings to show locations, RE: FS-5 and A7/P1.10 DATE: 03/15/2023 RECORD ID# SR151061- ADDRESS: 31880 Paseo Adelanto #150 San Juan Capistrano, CA 92675 TI for new Mendocino Farm restaurant 16. INSTALLATION AND MOUNTING - OUT Inspector Comments: Provide your responses for the use of the rethermalizer and induction burner on the operational letter that you provided. Violation Description: All equipment, including shelving and water heaters, must be supported by six (6) inch high easily cleanable legs, commercial casters, or completely sealed in position on a four (4) inch high continuously coved base or concrete curb. Large 20-inch diameter CO2 tanks must be mounted on a concrete curb with approved finishes or mounting bolts with cap/bolt nuts. Water filters and/or tankless water heaters shall be located in manner, so it is not above food or utensil handling equipment. Any lines from syrup tanks to drink dispenser heads must be enclosed in a chase. Only rigid materials (i.e., plaster, foam) shall be used to seal the openings of the beverage conduit line. (113980, 113984, 114130, 114169) RESPONSE: Please see attached Operational Letter. 17. WATER HEATER SIZING AND WATER TEMPERATURE - OUT Inspector Comments: 1. Provide the correct specification sheet for the dish machine to determine a correction hot water demand. At the moment, the 3 water heaters provide 22gpm at a 50deg rise or 16.5gpm at a 70 deg rise. RESPONSE: Dishwasher to be Ecolab ES-2000-VV and will provide sufficient hot water. 2. The response letter says that the water heater will drain to the nearest floor sink, but the location of the floor sink is inconsistent. On P1.10, the floor sink is under the file desk, while on FS-5 it is under the ice machine. Clarify the location of the floor sink. Violation Description: Hot water generation and distribution shall be sufficient to meet the peak hot water demands throughout the food facility. Hot water shall be supplied at a minimum temperature of at least 120°F measured from the faucet. Hand washing sinks may have a hot water supply of 100°F minimum. (114192, 114195) RESPONSE: Water heater will drain to an adjacent floor drain by the cooler door. 19. WALK-IN COOLER AND FREEZER FLASHING - OUT Inspector Comments: Due to the diamond plate proposed for the toekick of the door of the walk-in cooler, a floor drain is required on the exterior swing of the walk in cooler or provide a separate smooth toekick. Violation Description: The walk-in refrigeration/freezer units must conform with applicable NSF International standards and be completely flashed to the building's walls and ceiling. The areas above walk-in units may not be used for storage. (114130, 114169) RESPONSE: Walk-In-Cooler door kickplate is to be smooth stainless steel. See Walk-In-Cooler Drawings. 32. AISLE CLEARANCE - OUT Inspector Comments: The office safe #14 appears to protrude out of the desk, thus causing the aisle clearance between the safe and the ice machine to be less than 30 inches. Provide a 30-inch aisle clearance. Also, the configuration of the desk and safe on the floor plans does not match H24 manager desk elevation on sheet A5-13. Clarify this configuration as well. Violation Description: Provide a minimum aisle clearance of 30 inches throughout the facility. (114257) RESPONSE: Manager’s desk elevation updated. Layout updated, object in question is actually IT rack (item #12), mounted above ~6’-11” AFF. RE: H24/A5-13 General Inspection Comments: 1ST PLAN REVISION REVIEW: UNABLE TO APPROVE Thank you for your plan submittal. We are not yet able to approve your plans. You must receive review and written DATE: 03/15/2023 RECORD ID# SR151061- ADDRESS: 31880 Paseo Adelanto #150 San Juan Capistrano, CA 92675 TI for new Mendocino Farm restaurant approval by this agency prior to commencing any construction. Please review and address all items listed below in order to assist you in proceeding with minimal delays. Be advised that constructing prior to plan approval is strictly prohibited. Additionally, newly constructed food facilities or new portions of existing food facilities shall not be placed into use without prior written approval by a member of this agency. Doing so may result in a penalty not to exceed three (3) times the cost of the annual permit. If you need anything else, please feel free to contact us. Sincerely, Doan Pham TK ARCHITECTS INTERNATIONAL RESPONSE TO HEATLTH DEPARTMENT COMMENTS DATE: 04/10/2023 RECORD ID# SR151061- ADDRESS: 31880 Paseo Adelanto #150 San Juan Capistrano, CA 92675 TI for new Mendocino Farm restaurant 4. WAREWASHING SINKS - OUT Inspector Comments: The specification sheet for the 3-compartment sink and the note on the equipment schedule on sheet A1-07 state that it has 18"x20" sized basins, but the note on the equipment schedule on sheet FS-3 states that it has 18"18"sized basins. Correct the note on FS-3 for item 50 regarding the size of the 3-compartment sink. You don't have to re- draw the 3-compartment sinks on the plans, but we will be looking for the 18"x20" sized basins during the construction process. Violation Description: Warewashing sinks shall have at least three compartments with two integral metal drainboards. Sink compartments shall be large enough to accommodate immersion of the largest utensil; a minimum compartment size of 18" wide by 18" long by 12" deep is required unless otherwise specified by this department. The utensil sink shall be installed to have a minimum 2" clearance between end walls, or have an integral end-return that goes up the wall 8" and is sealed to the wall. (114097, 114099, 114130.1, 114169) RESPONSE: All 3-Comp sink compartments is to be 18”W x 20”L x 12”D, RE: FS-1, FS-3. 32. AISLE CLEARANCE - OUT Inspector Comments: Either provide a 30" aisle clearance in front of the hand wash sink or move the hand wash sink so it is aligned with the front of the food preparation sink. This is for the hand wash sink between the mop sink partition and the SS3 food preparation sink. Update all floor plans accordingly. Violation Description: Provide a minimum aisle clearance of 30 inches throughout the facility. (114257) RESPONSE: Hand sink has been moved forward to align with front of food preparation sink to meet 30” aisle clearances as required. RE: A0-11, A0-12, A1-02, A1-03, A1-04, A1-06, A1-07, P1-10, P1-11, FS-3, FS-4, FS-5, FS-6. If you need anything else, please feel free to contact us. Sincerely, Doan Pham TK ARCHITECTS INTERNATIONAL Letter of Tra nsmittal 3707 W Garden Grove Blvd. Suite 100, Orange, CA 92868 phone 714.568.1010 fax 714.568.1028 www.csgengr.com ORA – BPR - 160801 To: City of San Juan Capistrano Date: 10/18/2023 32400 Paseo Adelanto CSG #: 4314369 San Juan Capistrano, CA 92675 Agency Plan Check #: B22-1200 Attn: Building Department Job Address: 31880 Paseo Adelanto #150 Royale Drive Job Description: REVISION TO CSG 4212899-HEALTH DEPT, OWNER & MISC FIELD REVISIONS Status: Hours: X Plan is approved. 1st plan check 2 Plan is approved with conditions. See remarks. 2nd plan check Plan is approved with redlines. See remarks. 3rd plan check Plan is approved with redlines and conditions. See remarks. 4th plan check Plan requires corrections. See attached list. Total: Other: We have reviewed the following documents ( Digital review only): X Plans Energy Calculations Structural Calculations Specifications Soil Report Special Inspection Form(s) Geotechnical Letter Truss Calculations Special items to note: X Plan has been stamped and signed by CSG Environmental Health Services approval required Special inspection required for Hardship Form included Remarks: Recommend for approval of revision From: Jensen Ku S.E. CSG Consultants PERMIT NUMBER JOB ADDRESS PLANNING: : : YES YES YES NO NO NOINSTRUCTIONS: 1. DESCRIPTION OF PROPOSED CHANGES: 1 . 2 . 3 . 4 . 5 . APPLICANT SIGNATURE DATE BUILDING REVISION FEE:REVIEW TIME: $86.93/HOUR - 1 HOUR MINIMUM – Per table 3.A.1 HOURS FOR OFFICE USE ONLY APPROVED BY: DATE: EMAIL ADDRESS CONTACT PHONE # NAME: YES 2 JW 10/25/24 10/28/24 X XXXX X 1 JAMES WIATRAK 10/28/24 ALTERNATE MEANS & METHOD B22-1200 REV 2 V1 10/28/24 B22-1200 REV 2 V1 10/28/24 B22-1200 REV 2 V1 10/28/24 B22-1200 REV 2 V1 10/28/24 PERMIT NUMBER JOB ADDRESS PLANNING: : : YES YES YES NO NO NOINSTRUCTIONS: 1. DESCRIPTION OF PROPOSED CHANGES: 1 . 2 . 3 . 4 . 5 . APPLICANT SIGNATURE DATE BUILDING REVISION FEE:REVIEW TIME: $86.93/HOUR - 1 HOUR MINIMUM – Per table 3.A.1 HOURS FOR OFFICE USE ONLY APPROVED BY: DATE: EMAIL ADDRESS CONTACT PHONE # NAME: YES 3 11/06/24 10/29/24 CSG X XXXX X 1 CSG 11/05/24 Letter of Transmittal 3707 W Garden Grove Blvd. Suite 100, Orange, CA 92868 phone 714.568.1010 fax 714.568.1028 www.csgengr.com ORA – BPR ‐ 160801 To:City of San Juan Capistrano Date:11/5/2024 32400 Paseo Adelanto CSG #:4413725 San Juan Capistrano, CA 92675 Agency Plan Check #:B22-1200 Attn:Building Department Job Address:31880 Paseo Adelanto #150 Royale Drive Status: Hours: X Plan is approved.1 st plan check 0.5 Plan is approved with conditions. See remarks.2nd plan check Plan is approved with redlines. See remarks.3rd plan check Plan is approved with redlines and conditions. See remarks.4th plan check Plans require corrections. See the attached list.Total: Other: We have reviewed the following documents (Digital review o nly): X Plans Energy Calculations Structural Calculations Specifications Soil Report Special Inspection Form(s) Geotechnical Letter Truss Calculations Special items to note: X Plan has been stamped and signed by CSG Environmental Health Services approval required Special inspection required for Hardship Form included Remarks: From:Khoa Duong, P.E. CSG Consultants B22-1200 REV 3 V1 11/05/24B22-1200 REV 3 V1 11/05/24 B22-1200 REV 3 V1 11/05/24B22-1200 REV 3 V1 11/05/24