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Home My WebLink About2520 EL CAMINO REAL; ; CBC2025-0043; PermitPrint Date: 11/10/2025 Building Permit Finaled Commercial Permit CBC2025-0043Permit No: Job Address: Permit Type: Parcel #: Valuation: Occupancy Group: 2520 EL CAMINO REAL, CARLSBAD, CA 92008-1201 BLDG-Commercial 1670305000 $375,000.00 Work Class: Lot #: Project #: Tenant Improvement Status: Applied: Issued: 02/10/2025 05/21/2025 Finaled Close Out:10/30/2025B #of Dwelling Units: Track #: Plan #: Closed - Finaled Plan Check #: Orig. Plan Check #:Bathrooms: Final Inspection:10/30/2025Bedrooms:Construction Type:V-B Occupant Load: 2022Code Edition: NoSprinkled: INSPECTOR:de Roggenbuke, Dirk WELLS FARGO: INTERIOR RENOVATION OF AN EXISTING BUILDING INCLUDING EXTERIOR WALK-UP ATM AND NIGHT DEPOSIT. NEW INTERIOR WALL PARTITIONS, MILLWORK AND TELLER LINE, BREAKROOM, I.T. ROOM, WORK ROOM, NEW RESTROOMS WITH NEW CEILING AND LIGHT FIXTURES. (E-REVIEW) Description: Project Title: Applicant: THE SAMUEL GROUPSHANE SMITH 8828 N STEMMONS FWY, # STE 500 DALLAS, TX 75247-3727 (214) 922-8012 Property Owner: CARLSBAD PLAZA, LLC23 CORPORATE PLAZA DR, # SUITE 245 NEWPORT BEACH, CA 92660-7991 (949) 759-9531 AMOUNTFEE BUILDING PLAN CHECK $1,773.52 BUILDING PLAN REVIEW – MINOR PROJECTS (LDE)$204.00 BUILDING PLAN REVIEW – MINOR PROJECTS (PLN)$107.00 CERTIFICATE OF OCCUPANCY $21.00 COMM/IND TI – STRUCTURAL $1,722.80 SB1473 – GREEN BUILDING STATE STANDARDS FEE $15.00 STRONG MOTION – COMMERCIAL (SMIP)$105.00 Total Fees:$3,948.32 Total Payments To Date:$3,948.32 Balance Due:$0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. 1635 Faraday Avenue, Carlsbad CA 92008-7314 ï 442-339-2719 ï 760-602-8560 f ï www.carlsbadca.gov Building Division Page 1 of 1 {"Cityof Carlsbad Page 1 of 6 rev 11/24 COMM. BUILDING PERMIT APPLICATION B-2 FOR CITY USE ONLY Plan Check No.: ______________ PC Deposit: _____________ Date: _____________ This form shall be completed to initiate a non-residential building permit application. Job Address: Unit #: APN: Description of Work: Project Valuation: $______________ Is there an active code enforcement violation on this site? ☐ Y ☐ N Are Planning permits required?: ☐ Y ☐ N Case File Nos.: ___________________________________ Please indicate the type of application(s) requested and provide the applicable information: ☐ Addition/New: Addition SF and Use, . New SF and Use, . SF Deck, . SF Patio Cover, . SF Other (Specify) Occupancy Group/Rating Type: . Construction Type: . ☐Tenant Improvement:SF, Existing Use: Proposed Use: Occupancy Group/Rating Type: . Construction Type: . ☐Pool/Spa:SF. Additional Gas or Electrical Features? ☐Solar: KW, Modules. Mounted: ☐ Roof ☐ Ground. Tilt: ☐ Y ☐ N. RMA: ☐ Y ☐ N. Battery: ☐ Y ☐ N. Panel Upgrade: ☐ Y ☐ N. Electric Meter Number:☐Reroof:☐Plumbing, Mechanical, Electrical:☐Other: APPLICANT (PRIMARY CONTACT): Name: __________________________________ Address: ________________________________ City: _______________State: ____ Zip: _______ Phone: _________________________________ Email: __________________________________ DESIGN PROFESSIONAL: Name: _________________________________ Address: ________________________________ City: _______________State: ____ Zip: _______ Phone: _________________________________ Email: __________________________________ State License: ____________________________ PROPERTY OWNER: Name: _________________________________ Address: ________________________________ City: _______________State: ____ Zip: _______ Phone: _________________________________ Email: __________________________________ CONTRACTOR: Name: _________________________________ Address: ________________________________ City: _______________State: ____ Zip: _______ Phone: _________________________________ Email: __________________________________ CSLB License #: _______________Class:_______ City Business License #: ___________________ Billing Party: ☐ Applicant ☐ Property Owner ☐ Contractor ☐ Other: ________________ 2520 El Camino Real 1670305000 Interior renovation T.I. of a Wells Fargo retail branch in an existing building. 375,000 B - Bank4,353 B - Bank B Mesfin Samuel Carlsbad Plaza, LLC 8828 N. Stemmons FWY. Suite 500 23 Corporate Plaza Suite 245 Dallas TX 75247 Newport Beach CA 92660 214-922-8012 949-759-9531 msamuel@samuelgroup.net Dave Powyszynski Grafflin Construction 8828 N. Stemmons Fwy. Suite 500 2028 2nd Street Dallas TX 75247 Norco CA 92860 214-922-8012 951-479-5633 llubin@samuelgroup.net projects@grafflinconstruction.com C-11879 895320 B BLOS010252-08-2021 ( City of Carlsbad ■ ■ -- Page 2 of 6 rev 11/24 The construction, addition, or alteration of buildings is governed by the California Contractors License Law (commencing with Business Professions Code section 7000). The law has an exemption that allows a person who is not a California Licensed Contractor to construct a single-family residential structure provided they meet certain requirements. Permits for commercial or industrial projects are only to be issued to California Licensed Contractors. The city does not accept letters of Property Owner authorization or any other form of authorization other than the approved Contractor proxy statement below. The signatures on the application, permit, and licenses will be expected to match. Refer to Form B-16 for other frequently asked questions. CONTRACTOR CERTIFICATIONS: CHECK EACH BOX ☐I will be in responsible charge for the day-to-day oversight of the construction, which may include scheduling inspections, receiving notices of failed inspections, permit expirations or revocation hearings. I hereby authorize the city and its officials, officers, agents and employees to conduct a site visit of this property as part of the city’s review of this application, making all portions of the interior and exterior accessible through completion of construction, and in response to any conditions. ☐I understand that State law mandates the Applicant to provide an estimated value of all work proposed (B-29 form). I hereby certify the construction valuation provided is accurate and includes all proposed work such as all structural work, finish work, painting, roofing, electrical, plumbing, heating, air conditioning, elevator, labor costs, and all permanent equipment and systems. If the valuation is underestimated, the permit may be denied, unless the Applicant can show detailed estimates to meet the approval of the Building Official. ☐If the person or persons other than me is designated as Applicant on this application form, I authorize the Agent listed on this application (as Applicant) to submit the initial application, receive all city correspondences and be notified if any corrections are needed, and will be responsible for transmitting all relevant and material application and permit records to the city. If the Applicant quits or is discharged then Form B-23 must be completed to change assignment of project Applicant. ☐I have read this application form in its entirety and reviewed the building permit application and the information I have provided is true and correct to the best of my knowledge correct. Grade lines as shown on drawings accompanying this application are assumed to be correct. This also certifies that the description of the project and all the plans and supporting documentation; including the location and labeling of all existing and proposed buildings, structures, access roads, and utilities and easements; are accurate in all material respects as of the date when made. I understand that it is my responsibility to ensure that statements and representations are not misleading. I agree to promptly remove, correct, or add information as needed to correct any misleading or materially inaccurate information. I understand that any misstatement or omission of the requested information or of any information subsequently requested might be grounds for rejecting the application, denying the application, suspending or revoking a permit issued on the basis of these or subsequent representations, or for the seeking of such other and further relief as deemed appropriate by the City of Carlsbad. ☐If a digital submittal is made or required, I/we certify that the submittal package includes digital files that follow the city’s electronic submissions standards.) Failure to submit correctly formatted electronic files may result in the submittal being returned, which will delay intake and/or review. ☐I certify that I am aware of all permit requirements and, as Contractor, will not willfully deviate from the approved plan. I agree to comply with all applicable city and county ordinances and state laws relating to building construction. I assume full responsibility for the satisfactory completion of all work authorized under the permit(s), including work performed prior to assuming control. 4 4 4 4 4 4 □ □ □ □ □ □ Page 3 of 6 rev 11/24 ☐ I hereby affirm under penalty of perjury that I am a licensed under provisions of Chapter 9 (commencing with section 7000) of Division 3 of the Business and Professions Code, and the license is in full force and effect. ☐ WARNING: FAILURE TO SECURE WORKERS’ COMPENSATION COVERAGE IS UNLAWFUL AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY’S FEES. Place a check mark next to the declaration regarding the workers’ compensation coverage that applies. Check only one (A), (B), or (C): ☐ A. I have and will maintain a certificate of consent to self-insure for workers’ compensation, issued by the Director of Industrial Relations as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ☐ B. I have and will maintain workers’ compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers’ compensation insurance carrier and policy number are: ______________________________________________________________________ ☐ C. I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers’ compensation provisions of Section 3700 of the Labor Code, I shall forth with comply with those provisions. ☐ I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Civil Code section 3097). If not using a construction lending agency write N/A: Lender: ____________________________________________ ☐ I understand that I will need a current Carlsbad business license to obtain the building permit. ☐ I understand that a building permit application will expire If a permit has not been issued/obtained within one year from the application date (original filing date), unless an extension of time has been granted (Form B-25). With some limited exceptions, if a building permit application expires and there is interest in proceeding with the same project, a new application will be required and the project will be subject to new fees and regulations that are in effect at the time the new application is submitted. ☐ After submitting the application, the Billing Party designated as part of the application will be sent future city invoices for above referenced building permit(s). I understand that if a permit fee or development impact fee refund is issued, the check will be mailed to the financial responsible party (the actual person or company that paid the invoice). If the information on file for the financially responsible party is outdated or inaccurate, it must be corrected before the refund can be sent. Form B-49B may be completed to update the financially responsible party’s contact information (e.g. change of address). ☐ I/We agree to waive, release, and discharge the City of Carlsbad ("City") and its officers, elected or appointed officials, employees, volunteers and agents (the "Indemnified Parties") from all claims and demands, rights and causes of action of any kind with respect to the building permit application, the purpose of which is to challenge, attack set aside, void, modify, or annul the approval or denial of the application, or the processing thereof, except liability caused by the Indemnified Parties’ sole negligence or willful misconduct, in which case the indemnity received by the city shall be reduced by the amount: (a) that the city’s active negligence contributed to the liability on a comparative basis; or (b) such other amount as may be required by law. This obligation is effective without reference to the existence or applicability of any insurance coverages which may have been required by city or any additional insured endorsements which may extend to Indemnified Parties. Contractor on behalf of Everest 7600026905251 N/A 4 4 4 4 4 4 4 □ □ □ □ □ □ □ ■ Page 4 of 6 rev 11/24 themselves and all parties claiming under or through them, waive all rights of subrogation and contribution against the Indemnified Parties while acting within the scope of their duties, from all claims, losses and liabilities arising out of or incident to activities or operations performed, regardless of any prior, concurrent or subsequent passive negligence by the Indemnified Parties. By signing below, I acknowledge that I have completely read, understand, and agree to the declarations above and accept all terms set forth herein. _______________________________________________ Date:______________________ Signature of Contractor PROPERTY OWNER CERTIFICATIONS: CHECK EACH BOX ☐I certify that the Contractor listed on this application will be in responsible charge for the day-to-day oversight of the construction, which may include scheduling inspections, receiving notices of failed inspections, permit expirations or revocation hearings. If the Contractor quits or is discharged then Form B-23 must be completed to change assignment of project Contractor. ☐A Grant Deed is required if the ownership does not match city records. If the owner noted on the Grant Deed does not match the person signing as Property Owner, provide paperwork documenting the person signing is authorized to sign as a Property Owner. ☐I authorize representatives of Carlsbad to enter the above-identified property for inspection purposes. ☐A building permit application may be withdrawn or cancelled by filing a written request signed by all persons who signed the original application, or their successors in interest. ☐I understand that prior to the submission of the application, I have been advised to check any approved plans that had been previously issued for the subject property. The plans will show construction that was allowed by previous building permits. This certifies that to the best of my knowledge that all improvements existing on the property were completed in accordance with all regulations in existence at the time of their construction, unless otherwise noted. I understand that if there is a code violation on the property, building permit application review may be delayed. Any unpermitted structures or uses must either be removed or legalized as part of this application. ☐I agree to indemnify, defend and hold harmless the city and its officials, officers, agents and employees (“Indemnified Parties”) for any claims, causes of action or damages/cost arising from the building permit application or building permit if issued. I waive all rights of subrogation and contribution against the Indemnified Parties while acting within the scope of their duties, from all claims, losses and liabilities arising out of or incident to activities or operations performed, regardless of any prior, concurrent or subsequent passive negligence by the Indemnified Parties. By signing below, I acknowledge that I have completely read, understand, and agree to the declarations above and accept all terms set forth herein. Date:______________________ Signature of Property Owner FOR CITY USE ONLY Receipt Acknowledgement: _______________________ Date:_______________________ BUILDING STAFF 4 4 4 Geoffrey Reeslund Digitally signed by Geoffrey Reeslund Date: 2025.05.06 09:03:54 -07'00'5/6/25 Digitally signed by Jessie Robertson DN: cn=Jessie Robertson, o=Grafflin Construction, ou, email=jgrafflin@grafflinconstruction.com, c=US Date: 2025.05.01 13:51:59 -07'00'5/1/25 □ □ □ □ □ □ Building Permit Inspection History Finaled PERMIT INSPECTION HISTORY for (CBC2025-0043) BLDG-Commercial 02/10/2025Application Date:Permit Type:Owner:CARLSBAD PLAZA, LLC Tenant Improvement 05/21/2025Work Class:Issue Date:Subdivision: 04/14/2026Expiration Date:Status: IVR Number: 61617 Closed - Finaled 2520 EL CAMINO REAL CARLSBAD, CA 92008-1201 Address: Scheduled Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection InspectionActual Start Date 07/08/2025 07/08/2025 BLDG-21 Underground/Underflo or Plumbing 289792-2025 Passed Dirk de Roggenbuke Complete COMMENTS PassedChecklist Item BLDG-Building Deficiency Yes BLDG-31 Underground/Conduit - Wiring 289793-2025 Passed Dirk de Roggenbuke Complete COMMENTS PassedChecklist Item BLDG-Building Deficiency Yes 07/31/2025 07/31/2025 BLDG-14 Frame/Steel/Bolting/We lding (Decks) 291957-2025 Partial Pass Dirk de Roggenbuke Reinspection Incomplete COMMENTS PassedChecklist Item BLDG-Building Deficiency 7/31/25 metal stud framing partial ok to one side drywall Yes BLDG-24 Rough/Topout 291773-2025 Passed Dirk de Roggenbuke Complete COMMENTS PassedChecklist Item BLDG-Building Deficiency Yes 08/04/2025 08/04/2025 BLDG-84 Rough Combo(14,24,34,44) 292043-2025 Partial Pass Dirk de Roggenbuke Reinspection Incomplete COMMENTS PassedChecklist Item BLDG-Building Deficiency Yes BLDG-14 Frame-Steel-Bolting-Welding (Decks) Yes BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Rough-Ducts-Dampers No 08/11/2025 08/11/2025 BLDG-44 Rough/Ducts/Dampers 292634-2025 Passed Dirk de Roggenbuke Complete COMMENTS PassedChecklist Item BLDG-Building Deficiency Yes 08/25/2025 08/25/2025 BLDG-14 Frame/Steel/Bolting/We lding (Decks) 294046-2025 Passed Dirk de Roggenbuke Complete Monday, November 10, 2025 Page 1 of 3 {cityof Carlsbad PERMIT INSPECTION HISTORY for (CBC2025-0043) BLDG-Commercial 02/10/2025Application Date:Permit Type:Owner:CARLSBAD PLAZA, LLC Tenant Improvement 05/21/2025Work Class:Issue Date:Subdivision: 04/14/2026Expiration Date:Status: IVR Number: 61617 Closed - Finaled 2520 EL CAMINO REAL CARLSBAD, CA 92008-1201 Address: Scheduled Date Inspection Type Inspection No.Inspection Status Primary Inspector Reinspection InspectionActual Start Date COMMENTS PassedChecklist Item BLDG-Building Deficiency 7/31/25 metal stud framing partial ok to one side drywall 8/25/25 hard lid framing Yes BLDG-16 Insulation 294044-2025 Passed Dirk de Roggenbuke Complete COMMENTS PassedChecklist Item BLDG-Building Deficiency Yes BLDG-17 Interior Lath/Drywall 293912-2025 Passed Dirk de Roggenbuke Complete COMMENTS PassedChecklist Item BLDG-Building Deficiency Yes BLDG-18 Exterior Lath/Drywall 294045-2025 Passed Dirk de Roggenbuke Complete COMMENTS PassedChecklist Item BLDG-Building Deficiency Yes BLDG-34 Rough Electrical 293911-2025 Passed Dirk de Roggenbuke Complete COMMENTS PassedChecklist Item BLDG-Building Deficiency Yes 09/16/2025 09/16/2025 BLDG-85 T-Bar, Ceiling Grids, Overhead 295629-2025 Passed Dirk de Roggenbuke Complete COMMENTS PassedChecklist Item BLDG-Building Deficiency Yes BLDG-14 Frame-Steel-Bolting-Welding (Decks) Yes BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Rough-Ducts-Dampers Yes 10/16/2025 10/16/2025 BLDG-24 Rough/Topout 298422-2025 Passed Dirk de Roggenbuke Complete COMMENTS PassedChecklist Item BLDG-Building Deficiency Yes BLDG-43 Air Cond./Furnace Set 298421-2025 Passed Dirk de Roggenbuke Complete COMMENTS PassedChecklist Item BLDG-Building Deficiency Yes Monday, November 10, 2025 Page 2 of 3 PERMIT INSPECTION HISTORY for (CBC2025-0043) BLDG-Commercial 02/10/2025Application Date:Permit Type:Owner:CARLSBAD PLAZA, LLC Tenant Improvement 05/21/2025Work Class:Issue Date:Subdivision: 04/14/2026Expiration Date:Status: IVR Number: 61617 Closed - Finaled 2520 EL CAMINO REAL CARLSBAD, CA 92008-1201 Address: Scheduled Date Inspection Type Inspection No.Inspection Status Primary Inspector Reinspection InspectionActual Start Date 10/30/2025 10/30/2025 BLDG-Final Inspection 299713-2025 Passed Dirk de Roggenbuke Complete COMMENTS PassedChecklist Item BLDG-Building Deficiency Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes Monday, November 10, 2025 Page 3 of 3 Moa Inspections, LLC Deputy Special Inspections & Testing website: www.moainspectionsllc.com email: moainspections@gmail.com phone: {949)616-8287 PAGE: 1 OF 1 STATUS: Acceptable REPORT NUMBER: 1 City of Carls __ b._ad ____________ _ PROJECT NAME Wells Fargo Plaza 1111 n ~ 2Q" INSPECTION "UL I) t L5 ADDRESS 2520 El Camino Real O CONCRETE MATERIAL IDENTIFICATION CONG. MIX NO. & lb/in2 Carlsbad, Ca 92008 BUILDING DIV!St§)N REINF . STEEL GROUT MIX NO. & lb/in2 ARCHITECT The Samuel Group O MASONRY MORTAR TYPE & lb/in2 ENGINEER MAP/ Sivaram Nagarajan 0 P.T. CONCRETE REINF. STEEL GR./SIZE #4A615, Gr 60. CONTRACTOR Grafflin ------------- 0 THE R Winklers --------------- 1 NS PE CT ION DATE 07-14-2025 ------------ PLAN FILE/OTHER N/A ------------ BLDG. PERMIT/OTHER CBC2025-0043 ---------- 0 FIELD WELDING STRUCTURAL STEEL 0 SHOP WELDING HIGH-STRENGTH BOLT □ □ ~ BATCH PLANT EXP.ANCHOR MASONRY BLOCK OTHER OTHER Epoxy C881 MATERIAL SAMPLING □ CONCRETE □ MORTAR □ GROUT □ FIREPROOFING □ MASONRY BLOCK □ REINFORCING STEEL □ STRUCTURAL STEEL □ BOLTS ~ OTHER NIA ------- INSPECTIONS PERFORMED, MATERIAL IDENTIFICATION, PROGRESS, WORK REJECTED, REMARKS PLEASE NOTE ANY RE-INSPECTION, TESTING, OR OTHER PROJECT ISSUES. Work inspected & observed is in compliance, per approved plan & ESR-4057. Certification of Compliance: All work, unless otherwise noted, complies with applicable codes and the approved plans and specifications. PRINTED NAME Robert Calderon CERTIFICATION NO. SD #1371 , ICC #8869530 U1-- Main Office: 23392 Ancia lane Mission Viejo, CA 92691 True North Compliance Services, Inc. 8369 Vickers Street, Suite 207, San Diego, CA 92111 T | 562.733.8030 April 11, 2025 City of Carlsbad City of Carlsbad – FINAL REVIEW Community Development Department - Building Division City Permit No: CBC2025-0043 1635 Faraday Ave. True North No.: 25-018-137 Carlsbad, CA 92008 Plan Review: TI Wells Fargo Address: 2520 El Camino Real, Carlsbad CA Applicant Name: Mesfin Samuel Applicant Email: msamuel@samuelgroup.net OCCUPANCY AND BUILDING SUMMARY: Occupancy Groups: B Occupant Load: 65 Type of Construction: vb Sprinklers: No Stories: 1 Area of Work (sq. ft.): 4,145 sq. ft. The plans have been reviewed for coordination with the permit application. Valuation: Confirmed Scope of Work: Confirmed Floor Area: Confirmed Attn: Building & Safety Department, True North Compliance Services, Inc. has completed the final review of the following documents for the project referenced above on behalf of the City of Carlsbad: 1. Drawings: Electronic copy dated April 2, 2025, by D. Powsynski. 2. Structural Calculations: Electronic copy dated February 7, 2025, by S. Nagarajan. 3. CAP-B50: Electronic copy dated April 2, 2025, by Lorna Robinson. The 2022 California Building, Mechanical, Plumbing, and Electrical Codes (i.e., 2021 IBC, UMC, UPC, and 2020 NEC, as amended by the State of California), 2022 California Green Building Standards Code, 2022 California Existing Building Code, and 2022 California Energy Code, as applicable, were used as the basis of our review. Please note that our review has been completed and we have no further comments, however, we bring the following to your attention: 1. The CAP B-50 and 55 is integrated into the plan set.. We have enclosed the above noted documents bearing our review stamps for your use. Please call if you have any questions or if we can be of further assistance. Sincerely, True North Compliance Services Review By: Ed Dion - Plan Review Engineer Quality Review By: Areli Sanchez - Plan Review Supervisor True orth '/. COMPLIANCE SERVICES True North Compliance Services, Inc. 8369 Vickers Street, Suite 207, San Diego, CA 92111 T | 562.733.8030 February 24, 2025 City of Carlsbad City of Carlsbad– FIRST REVIEW Community Development Department - Building Division City Permit No: CBC2025-0043 1635 Faraday Ave. True North No.: 25-018-137 Carlsbad, CA 92008 Plan Review: TI Wells Fargo Address: 2520 El Camino Real, Carlsbad CA Applicant Name: Mesfin Samuel Applicant Email: msamuel@samuelgroup.net True North Compliance Services, Inc. has completed the review of the following documents for the project referenced above on behalf of the City of Carlsbad. Our comments can be found on the attached list. 1. Drawings: Electronic copy dated February 10, 2025, by D. Powsynski. 2. Structural Calculations: Electronic copy dated February 7, 2025, by S. Nagarajan. 3. Other Documents: Electronic copy of Permit Application. Attn: Permit Technician, the scope of work on the plans has been reviewed for coordination with the scope of work on the permit application. See below for information if the scope of work on plans differs from the permit application: Valuation: Confirmed Scope of Work: Confirmed Floor Area: Confirmed Our comments follow on the attached list. Please call if you have any questions or if we can be of further assistance. Sincerely, True North Compliance Services Review By: Ed Dion - Plan Review Engineer Quality Review By: Areli Sanchez - Plan Review Supervisor .JTrue North ~ COMPLI ANCE SERV ICES TI Wells Fargo City of Carlsbad– FIRST REVIEW 2520 El Camino Real City Permit No.: CBC2025-0043 February 24, 2025 True North No.: 25-018-137 Page 2 Plan Review Comments ELECTRONIC - RESUBMITTAL INSTRUCTIONS: Please do not resubmit plans until all departments have completed their reviews. For status, please contact building@carlsbadca.gov Please make all corrections, as requested in the correction list. Corrected sets can be submitted as follows: Email the revised plans and comment response letter(s) to building@carlsbadca.gov for continued review. Note: If this project requires FIRE PREVENTION review, ensure that you follow their specific instructions for resubmittal review. The city will not route plans back to Dennis Grubb & Associates for continued Fire Prevention review. GENERAL INFORMATION: A. The following comments are referred to the 2022 California Building, Mechanical, Plumbing, Electrical Codes, California Green Building Standards Code, and Energy Code (i.e., 2021 IBC, UMC, UPC, and 2020 NEC, as amended by the State of California). B. There may be other comments generated by the Building Division and/or other City departments that will also require your attention and response. This attached list of comments, then, is only a portion of the plan review. Contact the City for other items. C. Respond in writing to each comment by marking the attached comment list or creating a response letter. Indicate which details, specification, or calculation shows the required information. Your complete and clear responses will expedite the re-check. D. Where applicable, be sure to include the architect and engineer’s stamp and signature on all sheets of the drawings and on the coversheets of specifications and calculations per CBPC 5536.1 and CBPC 6735. This item will be verified prior to plan approval. E. If you have any questions regarding the comments below, please contact Ed Dion via email edion@tncservices.com or telephone (562) 733-8030. OCCUPANCY & BUILDING SUMMARY: Occupancy Groups: B Occupant Load: 65 Type of Construction: VB Sprinklers: ??? (Provide this information) Stories: 1 Area of Work (sq. ft.): 4145 sq. ft. ARCHITECTURAL COMMENTS: A1. Under the Project Information section, provide the following building data: a) Note on plan whether the building is equipped with automatic fire sprinklers or not. CBC 107.2.1. TI Wells Fargo City of Carlsbad– FIRST REVIEW 2520 El Camino Real City Permit No.: CBC2025-0043 February 24, 2025 True North No.: 25-018-137 Page 3 A2. Roof mounted equipment must be screened and roof penetrations should be minimized. City Policy 80-6 A3. Revise door swing of door 126 to swing out of electrical room and add panic hardware Per CBC1010.2.9.2 ACCESSIBILITY COMMENTS: D1. CBC 11B-202.3 requires that accessibility be provided to the altered spaces. This accessibility shall include the requirements of CBC 11B-202.4, which entails: a primary entrance, a primary path of travel, sanitary facilities serving the area, a drinking fountain, and signs. Please address the following: a) Sheet G0.19: On the site plan, specify the accessible route to be 5% maximum running slope with 2% maximum cross slope per CBC 11B-403.3. i) Provide detectable warning where the accessible route crosses or adjoins the vehicular path of travel per CBC 11B-247.1.2.5. Provide detectable warning details in accordance with CBC 11B-705.1. ii) Show location and provide details for curb ramps in accordance with CBC 11B-406. iii) Specify the accessible route to be at least 48” in width. CBC 11B-403.5.1 iv) Where the accessible route is contiguous to the vehicular way, the circulation path is required to be physically separated from the vehicular way. The physical separation shall be provided with circulation paths raised 4 inches minimum above the vehicular way. CBC 11B-250.1 b) Restrooms shall meet the requirements of CBC 11B Division 6. i) G0.08B detail 604. Correct water closet placement to be 17”-18” from side wall not 16”- 18”. ii) At the restroom, the door is swinging into the 60” diameter turning space. Ensure the door does not encroach into the turning space by more than 12 inches per CBC 11B- 603.2.3. c) Show the location and provide details for the drinking fountain serving this area (if provided) to verify that it meets the requirements of CBC 11B-211.1 and CBC 11B-602. d) Accessible parking, accessible aisles, markings, signage, etc., shall meet the requirements of CBC 11B Division 5. i) Revise proposed accessible parking space to reflect angled or perpendicular parking per CBC figure 11B-502.2 D2. Sheet G0.10: Revise note W to specify the door hardware to be mounted 34” minimum to 44” maximum. D3. Dimension hall outside of door 112. Provide minimum 44” clearance per CBC Figure 11B-404.2.4.1 (f). D4. Provide a turning space in the focus room per CBC 11B-304.3. MECHANICAL COMMENTS: No Comments ELECTRICAL COMMENTS: No Comments TI Wells Fargo City of Carlsbad– FIRST REVIEW 2520 El Camino Real City Permit No.: CBC2025-0043 February 24, 2025 True North No.: 25-018-137 Page 4 PLUMBING COMMENTS: No Comments GREEN BUILDING COMMENTS: G1. Climate Action Plan requirements apply to all new structures, commercial projects equal to or exceeding $200,000 in valuation. City of Carlsbad requires that all projects that qualify for CAP compliance will require a completed Climate Action Plan (CAP) Consistency Checklists (city forms B-50) to be completed by the APPLICANT. https://www.carlsbadca.gov/home/showpublisheddocument/6878/638225157825900000 a) For plans submitted to the City the following Climate Action Plan requirements apply, per Carlsbad ordinance: b) The applicant is to fill out the B-50 CAP Consistency Checklist. The scope of work and project valuation will determine which sections of the CAP are required. c) Plan examiners review the B-50 CAP Consistency Checklist for completion. For example: If new residential construction is the scope of work, CAP sections 2A, 3A, and 4A are required to be filled on the B-50 checklist. ENERGY COMPLIANCE COMMENTS: See Comment G1 STRUCTURAL COMMENTS: No Comment If you have any questions regarding the above comments, please contact Ed Dion via email edion@tncservices.com or telephone (562) 733-8030. [END] THESE PLANS/DOCUMENTS HAVE BEENREVIEWED FOR COMPLIANCE WITH THEAPPLICABLE CALIFORNIA BUILDING STANDARDSCODES AS ADOPTED BY THE STATE OFCALIFORNIA AND AMENDED BY THEJURISDICTION. PLAN REVIEW ACCEPTANCE OFDOCUMENTS DOES NOT AUTHORIZECONSTRUCTION TO PROCEED IN VIOLATION OFANY FEDERAL, STATE, NOR LOCAL REGULATION. BY: _________________ DATE: ________________ True North Compliance Services, Inc. THIS SET OF THE PLANS AND SPECIFICATIONSMUST BE KEPT ON THE JOB SITE AT ALL TIMESAND IT IS UNLAWFUL TO MAKE ANY CHANGESOR ALTERATIONS WITHOUT PERMISSION FROMTHE CITY. OCCUPANCY OF STRUCTURE(S) ISNOT PERMITTED UNTIL FINAL APPROVAL ISGRANTED BY ALL APPLICABLE DEPARTMENTS. Ed Dion 04/11/25 m:r:p planning co. 130. STRUCTURAL CALCULATIONS PROJECT WELLS FARGO BANK 2520 EL CAMINO REAL CARLSBAD, CA 92008 JOB# 24-209 CODE: 2022 CALIFORNIA BLDG. CODE CONCRETE : 3000 PSI @ 28 DAYS FOUNDATION: 1500 PSF@ 18" BELOW GRADE LUMBER: DOUGLAS FIR LARCH REINFORCING: ASTM A615, GRADE 60 STRUCTURAL STEEL : ASTM A992 Date Signed: 02-07-2025 entennial W-ay, #F II~ f./ 3.. : .. !"'. (}, C-.;,.;; -PAGE NO: ------- '1--,,,, s t r u c t u r a I e n g i n e e r i n g 130 centennial way #F PROJECT NAME: JOB#: tustin, ca (p) 714 -923 -8946 Cvt~ ~J \2,1,o, Ttw.u~ T() ~o~-.,-r (_N ) IL1J w 1, Dt-UN\1"' \l .rv \~ l,\Vf-\...o,to ~vro v1v~ u~\7 I \ --;. rio ,~tx kS1-7-r ~ ~1 \1-l NITT vST~ or VtJ\"[ "I.-\l &l> -C.1S-~ ~ \~ k, th?/ 1f'II i <; "' 0 S"h -\p ~ ''/r:~t ! -"t(W{S ~r~ .,_ :I r lo" 101,rv U>th'J(DVlttilfJffv Uk0\1t•:) ·, ~ ~ttW )i.!f 3f 1 ":---'½:W ,. '( Dt ~ V>/1'9 \'iii---T~" t o~i<\oo --t:\J. ~ r/ ASCE. AMERICAN SOCIETY OF CML Ei'¥ilNEERS Address: 2520 El Camino Real Carlsbad, California 92008 Wind Results: Wind Speed 10-year MRI 25-year MRI 50-year MRI 100-year MRI Data Source: Date Accessed: ASCE Hazards Report Standard: ASCE/SEI 7-16 Risk Category: II Soil Class: D -Default (see Section 11.4.3) 96 Vmph 66 Vmph 72 Vmph 77 Vmph 82 Vmph Latitude: 33.179622 Longitude: -117.32635 Elevation: 32.87032625526248 ft (NAVO 88) '"••·-I•; ,·._,,•.L..W \ l ,.ll f\ II ASCE/SEI 7-16, Fig. 26.5-1B and Figs. CC.2-1-CC.2-4, and Section 26.5.2 Fri Feb 07 2025 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. https://ascehazardtool.org/ Page 1 of 3 Fri Feb 07 2025 ASCE. AMBUCAN SOCIETY OF CML ENGINWlS Seismic Site Soil Class: Results: Ss: s, Fa : Fv : D -Default (see Section 11.4.3) 0.995 S o, N/A 0.364 T L : 8 1.2 PGA: 0.435 N/A PGA M: 0.522 SMs 1.194 F PGA 1.2 SM1 N/A 18 : 1 S os 0. 796 Cv : 1.298 Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Data Accessed: Fri Feb 07 2025 Date Source: usGs Seismic Design Maps https://ascehazardtool.org/ Page 2 of 3 Fri Feb 07 2025 MRP Planning CO. 130 Cenntennial Way, Suite F Tustin, CA 92780 SHEET JOB SEISMIC DEMANDS ON NONSTRUCTURAL COMPONENTS (ASCE 7-16, Chapter 13) Project: Wells Fargo Bank Location: Carlsbad, CA Component Roof top unit Weight of Component WP Short Period Spectra l Response Acceleration Sos Parameter Component Amplification Factor aP Component Response Modification Factor RP Component Seismic Importance Factor IP Height of Component Relative to Roof z Height of Roof Structure h Horizontal Distance from Edge of Component to Center of Gravity X Vertical Distance from Bottom of Component to Center of Gravity y Width of Component b Fµ = 0.4*aµS05IpWp[1+2(z/h)) RP Eq (13.3-1) = Eq (13.3-2) = Eq (13.3-3) = = Governing load combination: (0.9-0.2505)D+Qe Overturning M oment = FPy = Resisting Moment = (0.9-0.2S05)xWP = y ' = 1180 lbs = 0.796 = = 2.5 6.0 Table 13.5-1 or 13.6-1 Table 13.5-1 or 13.6-2 = 1.0 ASCE 7-16, Section 13.3.1 = 1.0 = 1.0 = 2.0 ft = 3.0 ft = 4.0 ft 0.398 x WP 469.6 lbs 1.274 x WP 1502.8 lbs 0.239 x WP 281.8 lbs 0.159 x WP = 187.9 lbs 1408.9 ft-lbs 1748.3 ft-lbs C.G . ... =---+--+-FP b = (OTM -RM) NO NET The Resisting Moment is greater than the Uplift Force = b UPLIFT Overturning Moment Number of Anchors to resist uplift = 2 Anchors Number of Anchors to resist shear = 4 Anchors Anchorage Force = Uplift Force = 0 lbs (Tension) Number of Anchors = Fp Anchorage Force (Shear) = 117 lbs Number of Anchors Use 3/8" dia. Lag Bolts with 4" total Combined 0 + 117 = 0.56 OK embedment at ea. corner Action 945.0 *Cd 130.0 *Cd (Cd= 1.6) MRP Planning CO. 130 Centennial Way, Suite F Tustin, CA 92780 SHEET JOB SEISMIC DEMANDS ON NONSTRUCTURAL COMPONENTS Fpv (ASCE 7-16, Chapter 13; ACI 318-14, 17.2.3.4.3d & 17.2.3.5.3c) Project: Wells Fargo Bank Location: 2520 El Camino Real -Carlsbad, CA Component TL-30 Safe Anchorage Weight of Component Short Period Spectral Response Acceleration Parameter Component Amplification Factor Component Response Modification Factor Component Seismic Importance Factor Height of Component Relative to Roof Height of Roof Structure Horizontal Dist ance from Edge of Component to Center of Gravity Vertical Distance from Bottom of Component to Center of Gravity Width of Component Fp = 0.4"'apS05IPWP[1+2(z/h)) Eq (13.3-1) RP FpMAX = l.6S05IPWP Eq (13.3-2) FpMIN = 0.3S05IPWP Eq (13.3-3) Fpv = ±0.2505WP X y b = = = = = = = = 0.127 1.274 0.239 0.159 Governing load combination: (0.9-0.2Sos)D+(O=2.0)QE Overturning Moment = 2.0 x Fpy = 4165.1 Resisting Moment = (0.9-0.2S05) x WP = 2368.9 = (OTM -RM) Uplift Force = 816.5 b Number of Anchors to resist uplift = 2 Number of Anchors to resist shear = 4 Anchorage Force = Uplift Force = 408 (Tension) = Fp = 174 ' I' y ' ,, 2907 lbs 0.796 1.0 Table 13.5-1 or 13.6-1 2.5 Table 13.5-1 or 13.6-2 1.0 ASCE 7-16, Section 13.3.1 0.0 1.0 1.1 ft 3.0 ft 2.2 ft xWP = 370.2 lbs xWP = 3702.4 lbs xWP = 694.2 lbs X WP = 462.8 lbs (ACI 318-14 17.2.3.4.3d) ft-lbs ft-lbs lbs Anchors Anchors lbs lbs ·~ C.G. -- ,, X WP b 5"" ~--1.0, Anchorage Force (Shear) Number of Anchors See Output for Strong Bolt-2 anchors . MRP Planning CO. 130 Centennial Way, Suite F ~ Tustin, CA 92780 SHEET JOB t,(\,... 7,.o '\ SEISMIC DEMANDS ON NONSTRUCTURAL COMPONENTS F pv '• (ASCE 7-16, Chapter 13; ACI 318-14, 17.2.3.4.3d & 17.2.3.5.3c) Project: Wells Fargo Bank ' CG -- Location: 2520 El Camino Real -Carlsbad, CA y Component ATM Anchorage ' I' , Weight of Component WP = 1900 lbs X WP Short Period Spectral Response Acceleration Sos = Parameter 0.796 Component Amplification Factor aP = 1.0 Table 13.5-1 or 13.6-1 b Component Response Modification Factor RP 2.5 Table 13.5-1 or 13.6-2 Component Seismic Importance Factor Ip = 1.0 ASCE 7-16, Section 13.3.1 Height of Component Relative to Roof z = 0.0 Height of Roof Structure h = 1.0 Horizontal Distance from Edge of Component to Center of Gravity X = 1.1 ft Vertical Distance from Bottom of Component to Center of Gravity y = 2.8 ft Width of Component b = 2.2 ft Fp = 0.4*aµS05IpWp[l+2(z/h)) Eq (13.3-1) = 0.127 xWP = 242.0 lbs RP FpMAx = l.6SoslpWp Eq {13.3-2) = 1.274 X WP = 2419.8 lbs FpMIN = 0.3S05IPWP Eq (13.3-3) = 0.239 xWP = 453.7 lbs Fpv = ±0.25osWp = 0.159 xWP = 302.5 lbs Governing load combination: (0.9-0.2S05)0+{0=2.0)QE (ACI 318-14 17.2.3.4.3d) Overturning Moment = 2.0 X Fpy = 2495.5 ft-lbs Resisting Moment = (0.9-0.2Sosl X WP = 1548.3 ft-lbs Uplift Force (OTM -RM) = 430.5 lbs b Num ber of Anchors to resist uplift = 2 Anchors Number of Anchors to resist shear = 4 Anchors Anchorage Force = Uplift Force lbs = 215 (Tension) = Fp lbs Anchorage Force (Shear) = 113 Number of Anchors 3/8" dia. Titen HD anchors with 2 1/2" min. embed MRP Planning CO. 130 Centennial Woy, Suite F 7 Tustin, CA 92780 SHEET JOB ut:-~ io °' SEISMIC DEMANDS ON NONSTRUCTURAL COMPONENTS F pv (ASCE 7-16, Chapter 13; ACI 318-14, 17.2.3.4.3d & 17.2.3.S.3c) Project: Wells Fargo Bank Location: 2520 El Camino Real -Carlsbad, CA Component Night Drop Anchorage Weight of Component WP Short Period Spectral Response Acceleration Sos Parameter Component Amplification Factor aP Component Response Modification Factor Rp Component Seismic Importance Factor IP Height of Component Relative to Roof z Height of Roof Structure h Horizontal Distance from Edge of Component to Center of Gravity X Vertical Distance from Bottom of Component to Center of Gravity y Width of Component b FP = 0.4*aµSoslµWp[1+2(z/h)) RP Eq (13.3-1) = Eq (13.3-2) = Eq (13.3-3) = = ' ' y ' ,, = 1496 lbs = 0.796 = 1.0 Table 13.5-1 or 13.6-1 = 2.5 Table 13.5-1 or 13.6-2 = 1.0 ASCE 7-16, Section 13.3.1 = 0.0 = 1.0 = 1.5 ft = 2.8 ft = 3.0 ft 0.127 x WP = 190.5 lbs 1.274 x WP 1905.3 lbs 0.239 x WP 357.2 lbs 0.159 X WP = 238.2 lbs Governing load combination: (0.9-0.2S05)D+(O=2.0)QE (ACI 318-14 17.2.3.4.3d) Overturning Moment = 2.0 x Fpy = 1964.8 ft-lbs Resisting Moment = (0.9-0.2S0s) X WP = 1662.4 ft-lbs Uplift Force (OTM-RM) = • 100.s lbs b Number of Anchors to resist uplift = 2 Anchors Number of Anchors to resist shear = 4 Anchors Anchorage Force = Uplift Force lbs = 50 (Tension) = Fp lbs = 89 ' CG. -- X W P b . Anchorage Force (Shear) Number of Anchors See Simpson Output for Titen HD Anchors MRP Planning CO. 130 Centennial Way, Suite F Tustin, CA 92780 SHEET JOB SEISMIC DEMANDS ON NONSTRUCTURAL COMPONENTS Fpv (ASCE 7-16, Chapter 13; ACI 318-14, 17.2.3.4.3d & 17.2.3.S.3c) Project: Wells Fargo Bank Location: 2520 El Camino Real -Carlsbad, CA Component TCR Anchorage Weight of Component WP Short Period Spectral Response Acceleration Sos Parameter Component Amplification Factor aP Component Response Modification Factor RP Component Seismic Importance Factor IP Height of Component Relative to Roof z Height of Roof Structure h Horizontal Distance from Edge of Component to Center of Gravity X Vertical Distance from Bottom of Component to Center of Gravity y Width of Component b Fp = 0.4*aµS05IpWp[l+2(z/h)] RP Eq (13.3-1) = Eq ( 13.3-2) = Eq (13.3-3) = = '- ' y ' = 941 lbs = 0.796 = 1.0 Table 13.5-1 or 13.6-1 2.5 Table 13.5-1 or 13.6-2 = 1.0 ASCE 7-16, Section 13.3.1 = 0.0 = 1.0 = 0.5 ft = 2.0 ft = 1.0 ft 0.127 xWP 119.8 lbs 1.274 x WP = 1198.5 lbs 0.239 x WP 224.7 lbs 0.159 x W P 149.8 lbs Governing load combination: (0.9-0.2S05)D+(O=2.0)QE (ACI 318-1417.2.3.4.3d) Overturning Moment = 2.0 X Fpy = 898.8 ft-lbs Resisting Moment = (0.9-0.2S0sl x WP = 348.5 ft-lbs = (OTM-RM) lbs Uplift Force = 550.3 b Number of Anchors to resist uplift = 2 Anchors Number of Anchors to resist shear = 4 Anchors Anchorage Force = Uplift Force :;; 275 lbs (Tension) :;; Fp ' C.G. _ - X WP b 'l ~--1.oO\ , Anchorage Force (Shear) = 56 lbs Number of Anchors See Simpson Output for Strong Bolt 2 Anchors ;: MRP Planning CO. 130 Centennial Way, Suite F Tustin, CA 92780 SHEET JOB SEISMIC DEMANDS ON NONSTRUCTURAL COMPONENTS Fpv (ASCE 7-16, Chapter 13; ACI 318-14, 17.2.3.4.3d & 17.2.3.S.3c) Project: Wells Fargo Bank Location: 2520 El Camino Real -Carlsbad, CA Component Coin Cage Anchorage Weight of Component WP Short Period Spectral Response Acceleration Sos Parameter Component Amplification Factor aP Component Response Modification Factor RP Component Seismic Importance Factor Ip Height of Component Relative to Roof z Height of Roof Structure h Horizontal Distance from Edge of Component to Center of Gravity X Vertical Distance from Bottom of Component to Center of Gravity y Width of Component b FP = 0.4*apSoslpWp[l +2(z/h)] RP Eq (13.3-1) = Eq (13.3-2) = Eq (13.3-3) = = ' I' y " = 725 lbs = 0.796 = 1.0 Table 13.5-1 or 13.6-1 = 2.5 Table 13.5·1 or 13.6-2 = 1.0 ASCE 7-16, Section 13.3.1 = 0.0 = 1.0 = 1.0 ft = 3.0 ft = 2.0 ft 0.127 x WP = 92.3 lbs 1.274 x WP 923.4 lbs 0.239 x WP = 173.1 lbs 0.159 x WP 115.4 lbs Governing load combination: (0.9-0.2S05)D+(O=2.0)Qe (ACI 318-14 17.2.3.4.3d) Overturning Moment = 2,0 X f py = 1038.8 ft-l bs Resisting Moment = (0.9-0.2S0s) x W p = 537.1 ft-lbs = (OTM • RM) lbs Uplift Force = 250.9 b Number of Anchors to resist uplift = 2 Anchors Number of Anchors to resist shear = 4 Anchors Anchorage Force = Uplift Force lbs = 125 (Tension) = Fp = 43 lbs ~ C.G -- ,, X WP b q ,-~-WO, Anchorage Force (Shear) Number of Anchors See Simpson Output for Strong Bolt 2 Anchors Company:Date:2/7/2025 Engineer:Page:1 Project:Wells Fargo Bank Address:2520 El Camino Real Phone: E-mail: Anchor Designer™ for Concrete Software Version 3.3.2501.2 1.Project information Project description: Location: Design name: Design Comment: 2. Input Data & Anchor Parameters General Design method:ACI 318-19 Units: Imperial units Anchor Information: Anchor type: Torque controlled expansion anchor Material: Carbon Steel Diameter (inch): 0.500 Nominal Embedment depth (inch): 2.750 Effective Embedment depth, hef (inch): 2.250 Code report: ICC-ES ESR-3037 Anchor category: 1 Anchor ductility: Yes hmin (inch): 4.00 cac (inch): 6.00 Cmin (inch): 6.00 Smin (inch): 2.75 Base Material Concrete: Normal-weight Concrete thickness, h (inch): 4.00State: Cracked Compressive strength, f’c (psi): 2500 Ȍc,V:1.0 Reinforcement condition: B tension, B shear Supplemental edge reinforcement: Not applicable Reinforcement provided at corners: No Ignore concrete breakout in tension: No Ignore concrete breakout in shear: No Ignore 6do requirement: Not applicable Build-up grout pad: No Recommended Anchor Anchor Name: Strong-Bolt® 2 - 1/2"Ø STB2, hnom:2.75" (70mm) Code Report: ICC-ES ESR-3037 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc.5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com SIMPSON Strong!fie. Company:Date:2/7/2025 Engineer:Page:2 Project:Wells Fargo Bank Address:2520 El Camino Real Phone: E-mail: Anchor Designer™ for Concrete Software Version 3.3.2501.2 Load and GeometryLoad factor source: ACI 318 Section 5.3 Load combination: not set Seismic design: Yes Anchors subjected to sustained tension: Not applicable Ductility section for tension: 17.10.5.2 not applicable Ductility section for shear: 17.10.6.2 not applicable ȍ0 factor: not set Apply entire shear load at front row: Yes Anchors only resisting wind and/or seismic loads: No Strength level loads: Nua [lb]:408 Vuax [lb]:74 Vuay [lb]:0 <Figure 1> Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc.5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com SIMPSON Strong!fie. f I 0lb 741b Company:Date:2/7/2025 Engineer:Page:3 Project:Wells Fargo Bank Address:2520 El Camino Real Phone: E-mail: Anchor Designer™ for Concrete Software Version 3.3.2501.2 <Figure 2> 3. Resulting Anchor Forces Anchor Tension load, Nua (lb) Shear load x, Vuax (lb) Shear load y, Vuay (lb) Shear load combined, ¥(Vuax)²+(Vuay)² (lb) 1 408.0 74.0 0.0 74.0 Sum 408.0 74.0 0.0 74.0 Maximum concrete compression strain (‰): 0.00 Maximum concrete compression stress (psi): 0 Resultant tension force (lb): 408Resultant compression force (lb): 0 Eccentricity of resultant tension forces in x-axis, e'Nx (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00 Eccentricity of resultant shear forces in x-axis, e'Vx (inch): 0.00 Eccentricity of resultant shear forces in y-axis, e'Vy (inch): 0.00 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc.5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com SIMPSON Strong!fie. : : I I ,. "" """ I 7'M I Company:Date:2/7/2025 Engineer:Page:4 Project:Wells Fargo Bank Address:2520 El Camino Real Phone: E-mail: Anchor Designer™ for Concrete Software Version 3.3.2501.2 4. Steel Strength of Anchor in Tension (Sec. 17.6.1) Nsa (lb)Nsa (lb) 12100 0.75 9075 5. Concrete Breakout Strength of Anchor in Tension (Sec. 17.6.2) Nb =kc a f’chef1.5 (Eq. 17.6.2.2.1) kc a f’c (psi)hef (in)Nb (lb) 17.0 1.00 2500 2.250 2869 0.75 Ncb =0.75 (ANc/ANco)ed,N c,N cp,NNb (Sec. 17.5.1.2 & Eq. 17.6.2.1a) ANc (in2)ANco (in2 ca,min (in)ed,N c,N cp,N Nb (lb)0.75 Ncb (lb) 45.56 45.56 36.00 1.000 1.00 1.000 2869 0.65 1399 6. Pullout Strength of Anchor in Tension (Sec. 17.6.3) 0.75 Npn =0.75 c,P aNp(f’c/2,500)n (Sec. 17.5.1.2, Eq. 17.6.3.1 & Code Report) c,P a Np (lb)f’c (psi)n 0.75 Npn (lb) 1.0 1.00 2870 2500 0.50 0.65 1399 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc.5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com SIMPSON Strong!fie. /4 ¢ 'Y 'Y 'Y ¢ ¢'fl J 'Y /4 Company:Date:2/7/2025 Engineer:Page:5 Project:Wells Fargo Bank Address:2520 El Camino Real Phone: E-mail: Anchor Designer™ for Concrete Software Version 3.3.2501.2 8. Steel Strength of Anchor in Shear (Sec. 17.7.1) Vsa (lb)grout grout Vsa (lb) 6510 1.0 0.65 4232 9. Concrete Breakout Strength of Anchor in Shear (Sec. 17.7.2) Shear perpendicular to edge in x-direction: Vbx =min|7(le /da)0.2 da a f’cca11.5;9 a f’cca11.5| (Eq. 17.7.2.2.1a & Eq. 17.7.2.2.1b) le (in)da (in)a f’c (psi)ca1 (in)Vbx (lb) 2.25 0.500 1.00 2500 24.00 39311 Vcbx =(AVc/AVco)ed,V c,V h,VVbx (Sec. 17.5.1.2 & Eq. 17.7.2.1a) AVc (in2)AVco (in2)ed,V c,V h,V Vbx (lb)Vcbx (lb) 288.00 2592.00 1.000 1.000 3.000 39311 0.70 9173 Shear parallel to edge in y-direction: Vbx =min|7(le /da)0.2 da a f’cca11.5;9 a f’cca11.5| (Eq. 17.7.2.2.1a & Eq. 17.7.2.2.1b) le (in)da (in)a f’c (psi)ca1 (in)Vbx (lb) 2.25 0.500 1.00 2500 24.00 39311 Vcby =(2)(AVc/AVco)ed,V c,V h,VVbx (Sec. 17.5.1.2, 17.7.2.1(c) & Eq. 17.7.2.1a) AVc (in2)AVco (in2)ed,V c,V h,V Vbx (lb)Vcby (lb) 288.00 2592.00 1.000 1.000 3.000 39311 0.70 18345 10. Concrete Pryout Strength of Anchor in Shear (Sec. 17.7.3) Vcp =kcpNcb =kcp(ANc /ANco)ed,N c,N cp,NNb(Sec. 17.5.1.2 & Eq. 17.7.3.1a) kcp ANc (in2)ANco (in2)ed,N c,N cp,N Nb (lb)Vcp (lb) 1.0 45.56 45.56 1.000 1.000 1.000 2869 0.70 2008 11. Results Interaction of Tensile and Shear Forces (Sec. R17.8) Tension Factored Load, Nua (lb)Design Strength, øNn (lb)Ratio Status Steel 408 9075 0.04 Pass Concrete breakout 408 1399 0.29 Pass (Governs) Pullout 408 1399 0.29 Pass Shear Factored Load, Vua (lb)Design Strength, øVn (lb)Ratio Status Steel 74 4232 0.02 Pass T Concrete breakout x+ 74 9173 0.01 Pass || Concrete breakout y+ 74 18345 0.00 Pass Pryout 74 2008 0.04 Pass (Governs) Interaction check (Nua/ҀNua)5/3 (Vua/ҀVua)5/3 Utilization Ratio Permissible Status Sec. R17.8 0.13 0.00 13.2% 1.0 Pass 1/2"Ø STB2, hnom:2.75" (70mm) meets the selected design criteria. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc.5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com SIMPSON Strong!fie. 'F 'F 'F 'F 'F 'F 'F 'F 'F 'F 'F 'F 'F 'F Company:Date:2/7/2025 Engineer:Page:1 Project:Wells Fargo Bank Address:2520 El Camino Real Phone: E-mail: Anchor Designer™ for Concrete Software Version 3.3.2501.2 1.Project information Project description: Location: Design name: Design Comment: 2. Input Data & Anchor Parameters General Design method:ACI 318-19 Units: Imperial units Anchor Information: Anchor type: Concrete screw Material: Carbon Steel Diameter (inch): 0.375 Nominal Embedment depth (inch): 2.500 Effective Embedment depth, hef (inch): 1.770 Code report: ICC-ES ESR-2713 Anchor category: 1 Anchor ductility: No hmin (inch): 4.00 cac (inch): 2.69 Cmin (inch): 1.75 Smin (inch): 3.00 Base Material Concrete: Normal-weight Concrete thickness, h (inch): 4.00State: Cracked Compressive strength, f’c (psi): 2500 Ȍc,V:1.0 Reinforcement condition: B tension, B shear Supplemental edge reinforcement: Not applicable Reinforcement provided at corners: No Ignore concrete breakout in tension: No Ignore concrete breakout in shear: No Ignore 6do requirement: Not applicable Build-up grout pad: No Recommended Anchor Anchor Name: Titen HD® - 3/8"Ø THD, hnom:2.5" (64mm) Code Report: ICC-ES ESR-2713 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc.5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com 15 SIMPSON Strong!fie. Company:Date:2/7/2025 Engineer:Page:2 Project:Wells Fargo Bank Address:2520 El Camino Real Phone: E-mail: Anchor Designer™ for Concrete Software Version 3.3.2501.2 Load and GeometryLoad factor source: ACI 318 Section 5.3 Load combination: not set Seismic design: Yes Anchors subjected to sustained tension: Not applicable Ductility section for tension: 17.10.5.3 (d) is satisfied Ductility section for shear: 17.10.6.3 (c) is satisfied ȍ0 factor: not set Apply entire shear load at front row: Yes Anchors only resisting wind and/or seismic loads: No Strength level loads: Nua [lb]:215 Vuax [lb]:113 Vuay [lb]:0 <Figure 1> Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc.5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com 16 SIMPSON Strong!fie . I/ 1131b f I / ·, .. / .,,.· 0lb Company:Date:2/7/2025 Engineer:Page:3 Project:Wells Fargo Bank Address:2520 El Camino Real Phone: E-mail: Anchor Designer™ for Concrete Software Version 3.3.2501.2 <Figure 2> 3. Resulting Anchor Forces Anchor Tension load, Nua (lb) Shear load x, Vuax (lb) Shear load y, Vuay (lb) Shear load combined, ¥(Vuax)²+(Vuay)² (lb) 1 215.0 113.0 0.0 113.0 Sum 215.0 113.0 0.0 113.0 Maximum concrete compression strain (‰): 0.00 Maximum concrete compression stress (psi): 0 Resultant tension force (lb): 215Resultant compression force (lb): 0 Eccentricity of resultant tension forces in x-axis, e'Nx (inch): 0.00 Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00 Eccentricity of resultant shear forces in x-axis, e'Vx (inch): 0.00 Eccentricity of resultant shear forces in y-axis, e'Vy (inch): 0.00 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc.5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com 17 SIMPSON Strong!fie. : : I I ,. "" """ I 7'M I Company:Date:2/7/2025 Engineer:Page:4 Project:Wells Fargo Bank Address:2520 El Camino Real Phone: E-mail: Anchor Designer™ for Concrete Software Version 3.3.2501.2 4. Steel Strength of Anchor in Tension (Sec. 17.6.1) Nsa (lb)Nsa (lb) 10890 0.65 7079 5. Concrete Breakout Strength of Anchor in Tension (Sec. 17.6.2) Nb =kc a f’chef1.5 (Eq. 17.6.2.2.1) kc a f’c (psi)hef (in)Nb (lb) 17.0 1.00 2500 1.770 2002 0.75 Ncb =0.75 (ANc/ANco)ed,N c,N cp,NNb (Sec. 17.5.1.2 & Eq. 17.6.2.1a) ANc (in2)ANco (in2 ca,min (in)ed,N c,N cp,N Nb (lb)0.75 Ncb (lb) 28.20 28.20 36.00 1.000 1.00 1.000 2002 0.65 976 6. Pullout Strength of Anchor in Tension (Sec. 17.6.3) 0.75 Npn =0.75 c,P aNp(f’c/2,500)n (Sec. 17.5.1.2, Eq. 17.6.3.1 & Code Report) c,P a Np (lb)f’c (psi)n 0.75 Npn (lb) 1.0 1.00 1235 2500 0.50 0.65 602 Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc.5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com 18 SIMPSON Strong!fie. /4 ¢ 'Y 'Y 'Y ¢ ¢'fl J 'Y /4 Company:Date:2/7/2025 Engineer:Page:5 Project:Wells Fargo Bank Address:2520 El Camino Real Phone: E-mail: Anchor Designer™ for Concrete Software Version 3.3.2501.2 8. Steel Strength of Anchor in Shear (Sec. 17.7.1) Vsa (lb)grout grout Vsa (lb) 2855 1.0 0.60 1713 9. Concrete Breakout Strength of Anchor in Shear (Sec. 17.7.2) Shear perpendicular to edge in x-direction: Vbx =min|7(le /da)0.2 da a f’cca11.5;9 a f’cca11.5| (Eq. 17.7.2.2.1a & Eq. 17.7.2.2.1b) le (in)da (in)a f’c (psi)ca1 (in)Vbx (lb) 1.77 0.375 1.00 2500 24.00 34371 Vcbx =(AVc/AVco)ed,V c,V h,VVbx (Sec. 17.5.1.2 & Eq. 17.7.2.1a) AVc (in2)AVco (in2)ed,V c,V h,V Vbx (lb)Vcbx (lb) 288.00 2592.00 1.000 1.000 3.000 34371 0.70 8020 Shear parallel to edge in y-direction: Vbx =min|7(le /da)0.2 da a f’cca11.5;9 a f’cca11.5| (Eq. 17.7.2.2.1a & Eq. 17.7.2.2.1b) le (in)da (in)a f’c (psi)ca1 (in)Vbx (lb) 1.77 0.375 1.00 2500 24.00 34371 Vcby =(2)(AVc/AVco)ed,V c,V h,VVbx (Sec. 17.5.1.2, 17.7.2.1(c) & Eq. 17.7.2.1a) AVc (in2)AVco (in2)ed,V c,V h,V Vbx (lb)Vcby (lb) 288.00 2592.00 1.000 1.000 3.000 34371 0.70 16040 10. Concrete Pryout Strength of Anchor in Shear (Sec. 17.7.3) Vcp =kcpNcb =kcp(ANc /ANco)ed,N c,N cp,NNb(Sec. 17.5.1.2 & Eq. 17.7.3.1a) kcp ANc (in2)ANco (in2)ed,N c,N cp,N Nb (lb)Vcp (lb) 1.0 28.20 28.20 1.000 1.000 1.000 2002 0.70 1401 11. Results Interaction of Tensile and Shear Forces (Sec. R17.8) Tension Factored Load, Nua (lb)Design Strength, øNn (lb)Ratio Status Steel 215 7079 0.03 Pass Concrete breakout 215 976 0.22 Pass Pullout 215 602 0.36 Pass (Governs) Shear Factored Load, Vua (lb)Design Strength, øVn (lb)Ratio Status Steel 113 1713 0.07 Pass T Concrete breakout x+ 113 8020 0.01 Pass || Concrete breakout y+ 113 16040 0.01 Pass Pryout 113 1401 0.08 Pass (Governs) Interaction check (Nua/ҀNua)5/3 (Vua/ҀVua)5/3 Utilization Ratio Permissible Status Sec. R17.8 0.18 0.02 19.5% 1.0 Pass 3/8"Ø THD, hnom:2.5" (64mm) meets the selected design criteria. Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc.5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com 19 SIMPSON Strong!fie. 'F 'F 'F 'F 'F 'F 'F 'F 'F 'F 'F 'F 'F 'F OFFICE USE ONLY SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE RECORD ID# __________________ 1 PLAN CHECK# _______________ _ Business Name Samuel Group Business Contact Mesfin Samuel Telephon.e # 214-922-8012 BP DATE Project Address (include suite) 2520 El Camino Real City Carlsbad State CA Zip Code 92008 APN# 1670305000 Mailing Address (include suite) 8828 N. Stemmons Fwy. Suite 500 Project Contact Mesfin Samuel City Dallas State TX Zip Code 75247 Applicant E-mail Telephone# msamuel@samuelgroup.net 214-922-8012 Plan File# The following questions represent the facility's activities, NOT the specific project description. PART I: FIRE DEPARTMENT -HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: /not required for projects within the City of San Diego): Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. Occupancy Rating: Facility's Square Footage (including proposed project): 1. Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 13. Corrosives 2. Compressed Gases 6. Oxidizers 10. Cryogenics 14. Other Health Hazards 3. Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials 15. None of These. 4. Flammable Solids 8. Unstable Reactives 12. Radioactives PART II: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH -HAZARDOUS MATERIALS DIVISION (HMD): If the answer to any of the questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 5500 Overland Avenue, Suite 170, San Diego, CA 92123. Call (858) 505-6700 prior to the issuance of a building permit. FEES ARE REQUIRED Project Completion Date: Expected Date of Occupancy: 1. 2. 3. 4. 5. 6. 7. 8. YES NO □ [il □ G] □ G] □ [il □ G] □ G] □ G] □ [il (for new construction or remodeling projects) Is your business listed on the reverse side of this form? (check all that apply). Will your business dispose of Hazardous Substances or Medical Waste in any amount? Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 pounds and/or 200 cubic feet? Will your business store or handle carcinogens/reproductive toxins in any quantity? Will your business use an existing or install an underground storage tank? Will your business store or handle Regulated Substances (CalARP)? Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). □ CalARP Exempt I Date Initials □ CalARP Required I Date Initials □ CalARP Complete I Date Initials PART Ill: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD): The following questions are intended to identify the majority of air pollution issues at the planning stage. Your project may require additional measures not identified by these questions. Residences are typically exempt, except-single building with more than four dwelling units and those with more than one detached residential buildings on the property-e.g. granny flats [+Excludes garages & small outbuildings not used as dwelling units]. If yes is answered for the questions below please see link for further instructions: here or for more comprehensive requirements, please contact apcdcomp@sdapcd.org or call (858) 586-2650. YES NO 1. D lZ) Will the project disturb 100 square feet or more of existing building materials? If yes, submit an asbestos survey to apcdcomp@sdapcd.org. □ r;;, Will any load supporting structural members be removed? If yes, submit an asbestos survey and demolition notification to 2. l!.J apcdcomp@sdapcd.org at least 10 working days prior to starting the demolition of a load bearing structure. A notification is required even if no asbestos is present in the structure. 3. □ (ANSWER ONLY IF QUESTION 1 IS YES) Will 100 square feet or more of friable asbestos material be disturbed? If yes, submit a notification of asbestos removal to apcdcomp@sdapcd.org at least 10 working days prior to starting asbestos removal. 4.0 Will any equipment or operations be installed that may require an APCD Permit to Operate? Please see the reverse side of this form for typical equipment requiring an APCD permit. If yes, contact APCD prior to the issuance of a building permit. Briefly describe business activities: Briefly describe proposed project: Financial institution /202? Date FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: __________ ~---------------------- BY-DATE· I I EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMO* APCD COUNTY-HMO APCD COUNTY-HMO APCD !l..1on Cor,t. ~~ q_O ,..o,... .!, Reviewed 0 .;; <t _Q?l_lS/2025 SH_ - Date/Initials ~ t <tr, (.O~ o,ego .. *A stamp in this box only exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permItt1ng requirements may still apply HM-9171 (01/22) County of San Diego -DEH -Hazardous Materials Division LIST OF BUSINESSES WHICH REQUIRE REVIEW AND APPROVAL FROM THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH -HAZARDOUS MATERIALS DIVISION Check all that apply: AUTOMOTIVE D Battery Manufacturing/Recycling D Boat Yard D Car Wash D Dealership Maintenance/Painting D Machine Shop D Painting D Radiator Shop D Rental Yard Equipment D Repair/Preventive Maintenance 0 Spray Booth D Transportation Services D Wrecking/Recycling CHEMICAL HANDLING D Agricultural supplier/distributor D Chemical Manufacturer D Chemical Supplier/Distributor D Coatings/Adhesive D Compressed Gas Supplier/Distributor D Dry Cleaning D Fiberglass/Resin Application D Gas Station D Industrial Laundry D Laboratory D Laboratory Supplier/Distributor 0 Oil and Fuel Bulk Supply D Pesticide Operator/Distributor CHEMICAL HANDLING D Photographic Processing D Pool Supplies/Maintenance D Printing/Blue Printing D Road Coatings D Swimming Pool D Toxic Gas Handler D Toxic Gas Manufacturer METAL WORKING D Anodizing D Chemical Milling/Etching D Finish-Coating/Painting D Flame Spraying D Foundry D Machine Shop-Drilling/Lathes/Mills D Metal Plating D Metal Prepping/Chemical Coating D Precious Metal Recovery D Sand Blasting/Grinding D Steel Fabricator D Wrought Iron Manufacturing AEROSPACE D Aerospace Industry D Aircraft Maintenance D Aircraft Manufacturing MISCELLANEOUS D Asphalt Plant D Biotechnology/Research D Cannabis-related D Manufacturing D Dispensary D Other D Co-Generation Plant D Dental Clinic/Office D Dialysis Center D Emergency Generator D Frozen Food Processing Facility D Hazardous Waste Hauler D Hospital/Convalescent Home D Laboratory/Biological Lab D Medical Clinic/Office D Nitrous Oxide (NO.) Control System D Pharmaceuticals □ Public Utility D Refrigeration System D Rock Quarry D Ship Repair/Construction D Telecommunications Cell Site D Veterinary Clinic/Hospital D Wood/Furniture Manufacturing/Refinishing D Brewery/Winery/Distillery ELECTRONICS D Electronic Assembly/Sub-Assembly D Electronic Components Manufacturing D Printed Circuit Board Manufacturing NOTE: THE ABOVE LIST INCLUDES BUSINESSES, WHICH TYPICALLY USE, STORE, HANDLE, AND DISPOSE OF HAZARDOUS SUBSTANCES. ANY BUSINESS NOT INCLUDED ON THIS LIST, WHICH HANDLES, USES OR DISPOSES OF HAZARDOUS SUBSTANCES MAY STILL REQUIRE HAZARDOUS MATERIALS DIVISION (HMO) REVIEW OF BUSINESS PLANS. FOR MORE INFORMATION CALL (858) 505-6880. LIST OF AIR POLLUTION CONTROL DISTRICT PERMIT CATEGORIES Businesses, which include any of the following operations or equipment, will require clearance from the Air Pollution Control District. CHEMICAL 47 -Organic Gas Sterilizers 32 -Acid Chemical Milling 33 -Can & Coil Manufacturing 44 -Evaporators, Dryers & Stills Processing Organic Materials 24 -Dry Chemical Mixing & Detergent Spray Towers 35 -Bulk Dry Chemicals Storage 55 -Chrome Electroplating Tanks COATINGS & ORGANIC SOLVENTS 27 -Coating & Painting 37 -Plasma Arc & Ceramic Deposition Spray Booths 38 -Paint, Stain & Ink Mfg 27-Printing 27 -Polyester Resin/Fiberglass Operations METALS 18 -Metal Melting Devices 19 -Oil Quenching & Salt Baths 32 -Hot Dip Galvanizing 39 -Precious Metals Refining ORGANIC COMPOUND MARKETING {GASOLINE, ETC) 25 -Gasoline & Alcohol Bulk Plants & Terminals 25 -Intermediate Refuelers 26 -Gasoline & Alcohol Fuel Dispensing COMBUSTION 34 -Piston Internal -Combustion Engines 13 -Boilers & Heaters (1 million BTU/hr or larger) 14 -Incinerators & Crematories 15 -Bum Out Ovens 16 -Core Ovens 20 -Gas Turbines, and Turbine Test Cells & Stands 48 -Landfill and/or Digester Gas Flares ELECTRONICS 29 -Automated Soldering 42 -Electronic Component Mfg FOOD ~sh Canneries 12-Smoke Houses 50 -Coffee Roasters 35 -Bulk Flour & Powered Sugar Storage SOLVENT USE 28 -Vapor & Cold Degreasing 30 -Solvent & Extract Driers 31 -Dry Cleaning ROCK AND MINERAL 04 -Hot Asphalt Batch Plants 05 -Rock Drills 06 -Screening Operations 07 -Sand Rock & Aggregate Plants 08 -Concrete Batch, CTB, Concrete Mixers, Mixers &Silos 1 0 -Brick Manufacturing OTHER 01 -Abrasive Blasting Equipment 03-Asphalt Roofing Kettles & Tankers 46 -Reverse Osmosis Membrane Mfg 51 -Aqueous Waste Neutralization 11 -Tire Buffers 17 -Brake Debonders 23 -Bulk Grain & Dry Chemical Transfer & Storage 45-Rubber Mixers 21 -Waste Disposal & Reclamation Units 36 -Grinding Booths & Rooms 40 -Asphalt Pavement Heaters 43 -Ceramic Slip Casting 41 -Perlite Processing 40-Cooling Towers -Registration Only 91 -Fumigation Operations 56 -WWTP (1 million gal/day or larger) & Pump Station NOTE: OTHER EQUIPMENT NOT LISTED HERE THAT IS CAPABLE OF EMITTING AIR CONTAMINANTS MAY REQUIRE AN AIR POLLUTION CONTROL DISTRICT PERMIT. IF THERE ARE ANY QUESTIONS, CONTACT THE AIR POLLUTION CONTROL DISTRICT AT (858) 586-2600. HM-9171 (09/18) County of San Diego -DEH -Hazardous Materials Division