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Home My WebLink About2525 EL CAMINO REAL; 289; CBC2024-0176; PermitPrint Date: 01/08/2026 Building Permit Finaled Commercial Permit CBC2024-0176Permit No: Job Address: Permit Type: Parcel #: Valuation: Occupancy Group: 2525 EL CAMINO REAL, # 289, CARLSBAD, CA 92008-1206 BLDG-Commercial 1563010700 $988,526.00 Work Class: Lot #: Project #: Tenant Improvement Status: Applied: Issued: 06/04/2024 04/01/2025 Finaled Close Out:09/16/2025A-3 #of Dwelling Units: Track #: Plan #: Closed - Finaled Plan Check #: Orig. Plan Check #:Bathrooms: Final Inspection:08/28/2025Bedrooms:Construction Type:II-B 224Occupant Load: 2022Code Edition: YesSprinkled: INSPECTOR:de Roggenbuke, Dirk Kersch, Tim Cornair, Brad Cheung, Nathaniel CANDEELAND: 17,150 SF INT TI; CHANGE TO INDOOR PLAYGROUND (E-REVIEW)Description: Project Title: Applicant: HYUNG JIN SEO 2601 WALNUT AVE, # STE E TUSTIN, CA 92780-7005 Property Owner: RPI CARLSBAD LP 1114 AVENUE OF THE AMERICAS, # FLOOR 45 NEW YORK, NY 10036-7700 (214) 660-5232 Contractor: FRAKES CONSTRUCTION INC 12931 POMERADO RD POWAY, CA 92064-5325 (858) 395-5862 AMOUNTFEE BUILDING PLAN CHECK $1,630.20 BUILDING PLAN REVIEW – MINOR PROJECTS (LDE)$197.00 BUILDING PLAN REVIEW – MINOR PROJECTS (PLN)$104.00 CERTIFICATE OF OCCUPANCY $21.00 COMM/IND TI – NON-STRUCTURAL $2,578.50 FIRE A-2 & A-3 Occupancies - TI $791.00 SB1473 – GREEN BUILDING STATE STANDARDS FEE $40.00 STRONG MOTION – COMMERCIAL (SMIP)$276.79 Total Fees:$5,638.49 Total Payments To Date:$5,638.49 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: ________________ 2525 El Camino Real 289 1563010700 Tenant Improvements - DBA Candeeland 500000 CBC2024-0176 A-317150M Deena Wozniak RPI Carlsbad, L.P., a Delaware Limited Partnership 10606 CAMINO RUIZ, STE 8-275 2525 El Camino Real SAN DIEGO CA 92126 Carlsbad CA 92008 (909) 957-9087 760-422-9454 everyone@candeelandcarlsbad.com ramon.oseguera@brookfieldproperties.com Hyung Jin Seo Frakes Construction, Inc. 2601 Walnut Ave., Suite E P.O. Box 1899 Tustin CA 92780 Poway CA 92074 949.892.9732 858-395-5862 x 102 hseo@haceinc.com anthonyfrakes@frakesconstruction.com C31053 907939 B BLOS1242461 Docusign Envelope ID: B969AAF9-EFCB-4494-80C1-49E00869B451 ( 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 Docusign Envelope ID: B969AAF9-EFCB-4494-80C1-49E00869B451 □ □ □ □ □ □ 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 Premier Insurance Co. 7600025185251 N/A: Lender 4 4 4 4 4 4 Docusign Envelope ID: B969AAF9-EFCB-4494-80C1-49E00869B451 □ □ □ □ □ □ □ ■ 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 4 4 4 Anthony Frakes Digitally signed by Anthony Frakes Date: 2025.03.11 13:58:42 -07'00'3/11/25 Docusign Envelope ID: B969AAF9-EFCB-4494-80C1-49E00869B451 March 31,2025 □ □ □ □ □ □ Building Permit Inspection History Finaled PERMIT INSPECTION HISTORY for (CBC2024-0176) BLDG-Commercial 06/04/2024Application Date:Permit Type:Owner:RPI CARLSBAD LP Tenant Improvement 04/01/2025Work Class:Issue Date:Subdivision:CARLSBAD TCT#76-18 12/29/2025Expiration Date:Status: IVR Number: 56809 Closed - Finaled 2525 EL CAMINO REAL, # 289 CARLSBAD, CA 92008-1206 Address: Scheduled Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection InspectionActual Start Date 04/04/2025 04/04/2025 BLDG-34 Rough Electrical 280727-2025 Passed Tim Kersch Complete COMMENTS PassedChecklist Item BLDG-Building Deficiency Yes BLDG-SW-Inspection 280911-2025 Partial Pass Tim Kersch Reinspection Incomplete COMMENTS PassedChecklist Item Are erosion control BMPs functioning properly? Yes Are perimeter control BMPs maintained? Yes Is the entrance stabilized to prevent tracking? Yes Have sediments been tracked on to the street? Yes Has trash/debris accumulated throughout the site? Yes Are portable restrooms properly positioned? Yes Do portable restrooms have secondary containment? Yes 04/07/2025 04/04/2025 BLDG-14 Frame/Steel/Bolting/We lding (Decks) 280710-2025 Passed Tim Kersch Complete COMMENTS PassedChecklist Item BLDG-Building Deficiency Yes 04/10/2025 04/10/2025 BLDG-84 Rough Combo(14,24,34,44) 281252-2025 Partial Pass Brad Cornair 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 Yes 05/05/2025 05/05/2025 BLDG-24 Rough/Topout 283792-2025 Passed Tim Kersch Complete COMMENTS PassedChecklist Item BLDG-Building Deficiency Yes Thursday, January 8, 2026 Page 1 of 3 {cityof Carlsbad PERMIT INSPECTION HISTORY for (CBC2024-0176) BLDG-Commercial 06/04/2024Application Date:Permit Type:Owner:RPI CARLSBAD LP Tenant Improvement 04/01/2025Work Class:Issue Date:Subdivision:CARLSBAD TCT#76-18 12/29/2025Expiration Date:Status: IVR Number: 56809 Closed - Finaled 2525 EL CAMINO REAL, # 289 CARLSBAD, CA 92008-1206 Address: Scheduled Date Inspection Type Inspection No.Inspection Status Primary Inspector Reinspection InspectionActual Start Date BLDG-SW-Inspection 284041-2025 Passed Tim Kersch Complete COMMENTS PassedChecklist Item Are erosion control BMPs functioning properly? Yes Are perimeter control BMPs maintained? Yes Is the entrance stabilized to prevent tracking? Yes Have sediments been tracked on to the street? Yes Has trash/debris accumulated throughout the site? Yes Are portable restrooms properly positioned? Yes Do portable restrooms have secondary containment? Yes 05/09/2025 05/09/2025 BLDG-17 Interior Lath/Drywall 284359-2025 Passed Dirk de Roggenbuke Complete COMMENTS PassedChecklist Item BLDG-Building Deficiency Yes 07/02/2025 07/02/2025 BLDG-85 T-Bar, Ceiling Grids, Overhead 289357-2025 Passed Tim Kersch 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 08/11/2025 08/11/2025 BLDG-Final Inspection 292543-2025 Partial Pass Brad Cornair Reinspection Incomplete COMMENTS PassedChecklist Item BLDG-Building Deficiency No BLDG-Plumbing Final No BLDG-Mechanical Final No BLDG-Structural Final No BLDG-Electrical Final No 08/18/2025 08/18/2025 BLDG-Final Inspection 293300-2025 Partial Pass Brad Cornair Reinspection Incomplete Thursday, January 8, 2026 Page 2 of 3 PERMIT INSPECTION HISTORY for (CBC2024-0176) BLDG-Commercial 06/04/2024Application Date:Permit Type:Owner:RPI CARLSBAD LP Tenant Improvement 04/01/2025Work Class:Issue Date:Subdivision:CARLSBAD TCT#76-18 12/29/2025Expiration Date:Status: IVR Number: 56809 Closed - Finaled 2525 EL CAMINO REAL, # 289 CARLSBAD, CA 92008-1206 Address: Scheduled Date Inspection Type Inspection No.Inspection Status Primary Inspector Reinspection InspectionActual Start Date COMMENTS PassedChecklist Item BLDG-Building Deficiency ADA requirements on corrections No BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final No BLDG-Electrical Final Yes 08/20/2025 08/20/2025 BLDG-Fire Final 293178-2025 Passed Nathaniel Cheung Complete COMMENTS PassedChecklist Item FIRE- Building Final Yes 08/28/2025 08/28/2025 BLDG-Final Inspection 294270-2025 Passed Brad Cornair Complete COMMENTS PassedChecklist Item BLDG-Building Deficiency Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes Thursday, January 8, 2026 Page 3 of 3 GHOSTRIDER INSPECTION INC. Taylor White 760-473-5052 Email, twghostrider01@yahoo.com Sean Mosch 858-212-5660 Email, sdmosch@gmail.com All Y INSPECTION REPOR CLIENT Owner DATE 6/2/2025 ARCHITECT HACE Inc., 2601 Walnut Ave., Ste. A, Tustin, CA 92780 ENGINEER Hwang Structural Engineers, Inc. 2450 W. Main Street, Alhambra, CA 91801 CONTRACTOR owner .,,., ..L,.•1l1'Jl!.l C!.mi ;If~~ • •llill PROJECT Candeeland ADDRESS 2525 El Camino Real, Ste. 289 c1Tv Carlsbad, CA 92008 JOB# Ghostrider Inspection, Inc. BUILDING PERMIT# CBC2024-0176_ V.3_3.11.2025 TRACKING# Not Applicable w. o. # Not Applicable ' .... ,, 1~11 II KB-TZ Concrete, PSI: # Unknown/Existing Approved Plans Available Anchor Bolts: # Hilti KB-TZ (ESR 4266) Compressed Air N/A Bottle Brush N/A Torque Applied # 60 Ft-Lb Weather Indoors Safety Gear: Hardhats, Glasses REMARKS: Inspected contractor's installation of Hilti KB-TZ2 (ESR 4266) wedge anchor bolts for securing playground equipment base plates to existing concrete slab on project as shown on Details 1/S200 of approved plans. Contractor used 5/8" Dia. X 4" long Hilti KB-TZ anchors and drilled½" Dia. X 4 ½" deep hole. Anchors were installed with a hammer and torqued with a calibrated torque wrench. All anchors met torque specifications. Work on project is ongoing. CERT/FICA TION OF COMPLIANCE: To the best of our knowledge, oil of the reported work, unless otherwise noted, substontiolly complies with approved plans, specifications and appl/cable sections of the building codes. Far this report to be valid it must have o final report, signed by the special inspector, stating "Final Report of inspection and material testing". Without a final report this document is invalid. This report covers the locations of the work reported only and doesn't constitute engineering opinion or project control. Time in: Time out: 1£\uthorization: LOCAL JURISDICTION Signature __ ~ ___ ..,..;2~:::;__~_,_ ___ -_-_-_-__ Ian Logue I.C.C. & San Diego# 1332: This is not a government form. The Federal, State, County and City seals only signify that inspect/ans are conducted under Federal, State, County and City Codes /2010 CB.C./. This document is not used for advertising. marketing or promotions. This document is used to convey compliance with the Codes. True North Compliance Services, Inc. 8369 Vickers Street, Suite 207, San Diego, CA 92111 T | 562.733.8030 March 4, 2025 City of Carlsbad City of Carlsbad – FINAL REVIEW Community Development Department - Building Division City Permit No: CBC2024-0176 1635 Faraday Ave. True North No.: 24-018-496 Carlsbad, CA 92008 Plan Review: TI Indoor Playground Address: 2525 El Camino Real Unit 289, Carlsbad CA Applicant Name: Hyung Jin Seo Applicant Email: hseo@haceinc.com OCCUPANCY AND BUILDING SUMMARY: Occupancy Groups: A-3 Sprinklers: Yes Occupant Load: 281 Stories: 2 Type of Construction: IIB Area of Work (sq. ft.): 17,150 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 February 16, 2024, by SGS Testing Service. 2. Structural Calculations: Electronic copy dated September 1, 2024, by J. Hwang. 3. ASTM F1918 Test Report: Electronic copy dated January 20, 2016, by SGS Testing Service. 4. UL94 Test Report: Electronic copy dated January 29, 2010, by SGS Testing Service. 5. CPSIA Test Report: Electronic copy dated January 29, 2010, by SGS Testing Service. 6. NFPA 701 Test Report: Electronic copy dated March 12, 2010, by SGS Testing Service. 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. Department of Health approval required for permit issuance. 2. In order to expedite the permitting process, we have made annotations (in red ink) to Sheet A005 Occupant load per CBC 1004.1.2. 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 orth '/. COMPLIANCE SERVICES True North Compliance Services Review By: Ed Dion - Plan Review Engineer Quality Review By: Areli Sanchez Plan Review Supervisor True North Compliance Services, Inc. 8369 Vickers Street, Suite 207, San Diego, CA 92111 T | 562.733.8030 Transmittal Letter January 13, 2025 City of Carlsbad SECOND REVIEW Community Development Department - Building Division City Permit No: CBC2024-0176 1635 Faraday Ave. True North No.: 24-018-496 Carlsbad, CA 92008 Plan Review: TI Indoor Playground Address: 2525 El Camino Real Unit 289, Carlsbad CA Applicant Name: Hyung Jin Seo Applicant Email: hseo@haceinc.com 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 16, 2024, by Hace, Inc. 2. Structural Calculations: Electronic copy dated September 1, 2024 by j. Hwang. 3. Other Documents: Electronic copy of Testing specs. 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 Engineer .JTrue North ~ COMPLI ANCE SERV ICES TI Indoor Playground City of Carlsbad– SECOND REVIEW 252 El Camino Real Unit 289 City Permit No.: CBC2024-0176 January 13, 2025 True North No.: 24-018-496 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. OCCUPANCY & BUILDING SUMMARY: Occupancy Groups: A-3 Occupant Load: 281 Type of Construction: IIB Sprinklers: Yes Stories: 2 Area of Work (sq. ft.): 17,150 sq. ft. ARCHITECTURAL COMMENTS: Plan Check second review comments. PC2: Sheet M-4 missing from sheet index. TI Indoor Playground City of Carlsbad– SECOND REVIEW 252 El Camino Real Unit 289 City Permit No.: CBC2024-0176 January 13, 2025 True North No.: 24-018-496 Page 3 General: A2. The Scope of Work includes a commercial kitchen. Review and approval from the Health Department is required. This comment will be noted as a condition of approval of permit issuance. PC2: No further comments at this time, this comment will be noted as a condition of approval of permit issuance. Play Structures: A4. Per CBC 402.6.3 play structures must comply with CBC section 424 a) Play structures over 600 sq.ft in area or 10’ in height shall be designed in accordance to Chapter 16 of the CBC. CBC 424.5.1 PC2: Provide plans and details of play structure to coordinate calculations and attachment detail. Occupancy load: A5. The following comments apply to the occupant load for mall buildings per CBC 402.8.2.1: a) The occupant load factor (OLF) shall be per CBC 402.8.2.1 Equation 4-1, OLF = (0.00007)(GLA) + 25, where GLA is the gross leasable square (square feet). b) Based on this Equation 4-1 and a GLA of 17,1501 square feet, the OLF = 26.2. c) Per CBC 402.8.2.2, the OLF is not required to be less than 30 and shall not exceed 50. d) Assuming the OLF = 30; 17,150 SF / 30 OLF = 572 occupants. PC2: Per phone conversation; Provide code reference for tenant only response/ justification. Means of Egress: A6. Assembly occupancies with an occupancy of 500 or more located within a covered Mall Building shall be located such that their entrance will be immediately adjacent to a principal entrance to the mall and shall have not less than one half of their required means of egress opening directly to the exterior of the covered mall building. PC2: Per phone conversation; Provide code reference for tenant only response/ justification. 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) On the site plan, provide the following: iii) Provide detectable warning where the accessible route crosses or adjoins the vehicular path of travel per CBC 11B-247.1.2.5. PC2: Revise truncated dome detail to comply with CBC 11B-705.1 Provided structural information of the children‘s play equipment via email sent on 01/24/25. Corrected, see 12/A401. Corrected and confirmed via email sent on 02/02/25 and received on 02/05/25. And see A200.2. Corrected and confirmed via email sent and received on 01/27/25. And see A005. Acknowledged. TI Indoor Playground City of Carlsbad– SECOND REVIEW 252 El Camino Real Unit 289 City Permit No.: CBC2024-0176 January 13, 2025 True North No.: 24-018-496 Page 4 MECHANICAL COMMENTS: No corrections. ELECTRICAL COMMENTS: No Comments PLUMBING COMMENTS: No Comments GREEN BUILDING COMMENTS: G1. Climate Action Plan requirements apply to all new structures, residential additions/remodels equal to or exceeding $60,000 in valuation, and commercial 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. PC2: Complete 1B. Completed 1B. t Cllameter~ 0.45-0.47 1.4mm-19mm base dianeter of 0.~92 229m -234m 0.65 min 16 5 .:::::.===-=--=-'=--:....,i,.'-0. 2 (a) efeva a, (enlarg:d) 2.3-2.4 ~ Q C➔>t--ttH-_.,, (b) plcrl 5.1 mm 2.3-2.4 53-6 FIGURE 11B-705.1 SIZE AND SPACING OF TRUNCATED DOMES TI Indoor Playground City of Carlsbad– SECOND REVIEW 252 El Camino Real Unit 289 City Permit No.: CBC2024-0176 January 13, 2025 True North No.: 24-018-496 Page 5 PC2: Correct B-55 sheet and incorporate B-55 into plan set. ENERGY COMPLIANCE COMMENTS: No corrections STRUCTURAL COMMENTS: S1. Please provide calculations and details for seismic anchorage of fixed play structures. PC2: Provide plans and details of play structure to coordinate calculations and attachment detail. Provided structural information of the children‘s play equipment via email sent on 01/24/25. If you have any questions regarding the above comments, please contact Ed Dion via email edion@tncservices.com or telephone (562) 733-8030. [END] Corrected and provided B-55 in A000. New Nonresidential construction (Including additions over 1,000sf), new hoteUmotel construction AND alterations~ S200,000 building permit valuation. See Section 18.21.050 of the CMC and CALGreen Appendix AS. At least one measure from each applicable build1 g component required. 0 N/A _______ _ AS.203.1.1 Choose one: □ Outdoor lighting !!!I Restaurant service water healing (Sect10n 140.5 of the CEC) D Warehouse dock seal doors D Daylight design PAFs □ Exhaust air heat recovery .,,,,,..-----0 ~A AS.203.1.2.1 Choose one: D .95 Energy budge (Projects with Indoor Ug ting OR mechanical) D .90 Energy budget {ProJec!s WI 1!1Cklor I gh ng O mechanlcal) CLIMATE ACTION PLAN (CAP} COMPLIANCE ---------- 0 N/A _______ _ The following summarizes project compliance with the applicable Climate Action Plan ordinances of the C, • • • • • • dedon· 1. ENERGY EFFICIENCY APPLICABLE: Complies with CMC 18.30.060 or 18.21.050 es ON/A Existing Structure, year built: ____ _ Prepared Energy Audit? Qes D No Energy Score: _____ _ Efficiency Measures Included In scope: ----~::=.---add measures from 1 B True North Compliance Services, Inc. 8369 Vickers Street, Suite 207, San Diego, CA 92111 T | 562.733.8030 Transmittal Letter June 13, 2024 City of Carlsbad FIRST REVIEW Community Development Department - Building Division City Permit No: CBC2024-0176 1635 Faraday Ave. True North No.: 24-018-496 Carlsbad, CA 92008 Plan Review: TI Indoor Playground Address: 2525 El Camino Real Unit 289, Carlsbad CA Applicant Name: Hyung Jin Seo Applicant Email: hseo@haceinc.com 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 16, 2024, by Hace, Inc. 2. 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: See Notes Below Scope of Work: Confirmed Floor Area: Confirmed Notes: No valuation given 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 Engineer True orth '/. COMPLIANCE SERVICES TI Indoor Playground City of Carlsbad– FIRST REVIEW 252 El Camino Real Unit 289 City Permit No.: CBC2024-0176 June 13, 2024 True North No.: 24-018-496 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. OCCUPANCY & BUILDING SUMMARY: Occupancy Groups: A-3 Occupant Load: 281 Type of Construction: IIB Sprinklers: Yes Stories: ? Area of Work (sq. ft.): 17,150 sq. ft. ARCHITECTURAL COMMENTS: General: A1. Sheet A001 Under CODE ANALYSIS Identify the number of stories of the building and which story the scope of work is proposed. CBC 107.2.1 A2. The Scope of Work includes a commercial kitchen. Review and approval from the Health Department is required. This comment will be noted as a condition of approval of permit issuance. TI Indoor Playground City of Carlsbad– FIRST REVIEW 252 El Camino Real Unit 289 City Permit No.: CBC2024-0176 June 13, 2024 True North No.: 24-018-496 Page 3 Play Structures: A3. Provide details and dimensions of play structures. A4. Per CBC 402.6.3 play structures must comply with CBC section 424 a) Play structures shall be made of non-combustible materials or combustible materials that comply with section CBC 424.2 1-10. Provide details of play structure materials to demonstrate compliance. b) Provide dimensions on plan demonstrating play structure is 5’ minimum from building walls partitions and from elements of the means of egress. Play structures shall have horizontal separation of from other play structures of not less than 20’. CBC424.4 c) Play structures are limited to 600 sq.ft. unless a special investigation has demonstrated adequate fire safety. CBC424.5 d) Play structures over 600 sq.ft in area or 10’ in height shall be designed in accordance to Chapter 16 of the CBC. CBC 424.5.1 Occupancy load: A5. The following comments apply to the occupant load for mall buildings per CBC 402.8.2.1: a) The occupant load factor (OLF) shall be per CBC 402.8.2.1 Equation 4-1, OLF = (0.00007)(GLA) + 25, where GLA is the gross leasable square (square feet). b) Based on this Equation 4-1 and a GLA of 17,1501 square feet, the OLF = 26.2. c) Per CBC 402.8.2.2, the OLF is not required to be less than 30 and shall not exceed 50. d) Assuming the OLF = 30; 17,150 SF / 30 OLF = 572 occupants. Means of Egress: A6. Assembly occupancies with an occupancy of 500 or more located within a covered Mall Building shall be located such that their entrance will be immediately adjacent to a principal entrance to the mall and shall have not less than one half of their required means of egress opening directly to the exterior of the covered mall building. A7. Exit stairs shall terminate at an exit discharge, public way, or an exit passageway that terminates at an exit discharge or a public way. CBC 1022.3. Complete stair exit route to exit discharge. 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) On the site plan, provide the following: i) Identify the accessible primary entrance to the building. Provide information showing the entrance is in compliance with CBC 11B-404. ii) Provide at least one accessible route to the site from each of the following per CBC 11B- 206.2.1. Delineate the accessible route on the site plan. (1) Accessible parking spaces and accessible passenger loading zones (2) Public streets and sidewalks. TI Indoor Playground City of Carlsbad– FIRST REVIEW 252 El Camino Real Unit 289 City Permit No.: CBC2024-0176 June 13, 2024 True North No.: 24-018-496 Page 4 (3) Public transportation stops to the accessible building or facility entrance they serve. iii) Provide detectable warning where the accessible route crosses or adjoins the vehicular path of travel per CBC 11B-247.1.2.5. iv) Where curb ramps occur on the accessible route, provide curb ramp details demonstrating compliance with CBC 11B-406. b) Show location and provide details and dimensions of accessible parking, accessible aisles, markings, signage, etc., to verify it meets the requirements of CBC 11B Division 5. D2. Provide play structure details complying with CBC 11B-240 Play areas and CBC 11B-240.2 Play area components. MECHANICAL COMMENTS: No corrections. ELECTRICAL COMMENTS: E1. Note on plans: Per city policy, wiring is not permitted on the roof of a building and wiring on the exterior of a building requires approval by the Building Official. PLUMBING COMMENTS: P1. Update plumbing fixture count calculation per CPC Table 4-1. Occupant load factor is based on CBC 402.8.2 Per correction A5 occupant load for plumbing fixtures is 572. P2. For any restaurant tenant improvement, the City of Carlsbad requires that a grease interceptor be shown on the plans. GREEN BUILDING COMMENTS: G1. Climate Action Plan requirements apply to all new structures, residential additions/remodels equal to or exceeding $60,000 in valuation, and commercial 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. ENERGY COMPLIANCE COMMENTS: No corrections TI Indoor Playground City of Carlsbad– FIRST REVIEW 252 El Camino Real Unit 289 City Permit No.: CBC2024-0176 June 13, 2024 True North No.: 24-018-496 Page 5 STRUCTURAL COMMENTS: S1. Please provide calculations and details for seismic anchorage of fixed play structures. If you have any questions regarding the above comments, please contact Ed Dion via email edion@tncservices.com or telephone (562) 733-8030. [END] Project : Playground 24-09134 Address : 2525 El Camino Real. Carlsbad, CA 92008 HWANG Structural Engineers Inc 2450 W Main St. Alhambra, CA 91801 mail@hwangse.com September, 2024 Playground N L RO G LA WHEDROETSAHN A J T U T S GER I TUC IL F R A O S E TU F R No. 5592 Exp.06-30-25 CA IOSSENPROF NE G I NIA EER N 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. Selena Saleh 03/04/25 r I Design Load (Seismic Load) Building Code CBC 2022 Location Lat Long Project Address 2525 El Camino Real. Carlsbad, CA 92008 Project Type playground Seismic Force Resisting System Moment Resisting Frame Systems ASCE 7-16, Table 15.4-1 Steel ordinary moment frames R =3.5 Response Modification Coefficient USE Ω o =3.0 System Overstrength Factor Cd =3.0 Deflection Amplification Factor Site Class D Site Specific Spectral Acceleration Max.Ss, S1 provided from USGS Site Coefficients S s (0.2 sec)1.008 g F a 1.2 ASCE 7-16, Table 11.4-1 S 1 (1.0 sec)0.368 g F v 1.8 ASCE 7-16, Table 11.4-2 Ajusted MCE spectral response acceleration ASCE 7-16, EQ 11.4-1,2 S MS = F aS s 1.210 S M1 = FvS1 0.662 Design Spectral Response Acceleration Parameters ASCE 7-16, EQ 11.4-3 S DS = 2/3S MS 0.806 S D1 = 2/3SM1 0.442 Table 11.4-1 Site Coefficient, Fa >0.25 0.5 0.75 1 1.25 1.5 A 0.8 0.8 0.8 0.8 0.8 0.8 Seismic Design Category B 0.9 0.9 0.9 0.9 0.9 0.9 D C 1.3 1.3 1.2 1.2 1.2 1.2 D 1.6 1.4 1.2 1.1 1 1 E 2.4 1.7 1.3 Section 11.4.8 F See Section 11.4.8 Design Load Table 11.4-2 Site Coefficient, Fv Dead load >0.1 0.2 0.3 0.4 0.5 0.6 10 psf A 0.8 0.8 0.8 0.8 0.8 0.8 1071 B 0.8 0.8 0.8 0.8 0.8 0.8 C 1.5 1.5 1.5 1.5 1.5 1.4 Live load D 2.4 2.2 2 1.9 1.8 1.7 100 psf E 4.2 See Section 11.4.8 F See Section 11.4.8 F See Section 11.4.7 Lateral load Case 1.0.3 LL <-- Govern lateral Case 2.10psf internal load Case 1.Seismic load 33.1782 -117.3320 Lateral Load -- Design Load (Seismic Load) Lateral Load ASCE. ASCE Hazards Report AMffilC<N SOCE1Ylf"m1l ENGINEERS Address: 2525 El Camino Real Carlsbad, California 92008 Standard: ASCE/SEI 7-16 Risk Category: II Soil Class: D -Default (see Section 11.4.3) Latitude: 33.178249 Longitude: -11 7.332029 Elevation: 29.640752510183837 ft ASCE. AMERJCAN socm lf"CML ENGINEE!lS Seismic Site Soll Class: Results: Ss : s, Fa : F, : D -Default (see Section 11.4.3) 1.008 0.368 1.2 NIA So, : TL : PGA : PGA M: NIA 8 0.441 0.529 Sus 1.209 F PGA 1.2 S.,, NIA 10 : 1 Sos 0.806 C, : 1.302 Ground motion hazard analysis may be required. See ASCEISEI 7-16 Section 11.4.8. Data Accessed: Fri Sep 20 2024 Date Source: USGS Seismic Design Maps https:/lascehazardtool.org/ Page 1 of 3 (NAVD 88) \, .. , ... I Fri Sep 20 2024 Design Load (Seismic Load) Seismic Base Shear Location Lat 33.1782 Long -117.3320 Building Usage playground Site Class D ASCE 7-16, Section 11.4.3 Response Modification Coefficient ASCE 7-16, Table 12.2-1 R =3.5 Site Specific Spectral Acceleration SEACO seismic design map Max.Ss, S1 provided from USGS Site Coefficients S s (0.2 sec)1.008 g F a 1.2 ASCE 7-16, Table 11.4-1 S 1 (1.0 sec)0.368 g F v 1.8 ASCE 7-16, Table 11.4-2 Ajusted MCE spectral response acceleration ASCE 7-16, EQ 11.4-1,2 S MS = F aS s 1.210 S M1 = FvS1 0.662 Design Spectral Response Acceleration Parameters ASCE 7-10, EQ 11.4-3,4 S DS = 2/3S MS 0.806 S D1 = 2/3SM1 0.442 Occupancy Category II CBC 2022, Table 1604.5 Importance Factor 1 ASCE 7-16, Section 11.5.1 Design Base Shear Determine the Structural Period Ct =0.020 ASCE 7-16, Table 12.8-2 h n =12.0 ft x =0.75 ASCE 7-16, Table 12.8-2 Ta = Ct * (hn 0.129 sec Determine the Seismic Response Coefficient Cs On short period Occupancy Factor Use the smaller value of Value of SDS I or II III IV 0.230 SDS < 0.167 A A A 0.167 <SDS< 0.33 B B C 0.33 <SDS< 0.50 C C D 0.978 for T<TL 0.5 <SDS D D D On 1-S period Occupancy Factor Cs shall not be less than 0.01 Value of SDS I or II III IV Cs shall not be less than 0.5*S1/(R/I)SD1 < 0.067 A A A Design Value for Cs 0.067 <SD1< 0.133 B B C Cs = 0.230 0.133 <SD1< 0.20 C C D Design Base Shear 0.20 <SDS D D D V 1 = Cs *W 0.230 W Table 11.4-1 Site Coefficient, Fa Table 11.4-2 Site Coefficient, Fv For Allowable Stress Design >0.25 0.5 0.75 1 1.25 1.5 >0.1 0.2 0.3 0.4 0.5 0.6 V BASE = 0.7*V 1 0.161 W A 0.8 0.8 0.8 0.8 0.8 0.8 A 0.8 0.8 0.8 0.8 0.8 0.8 B 0.9 0.9 0.9 0.9 0.9 0.9 B 0.8 0.8 0.8 0.8 0.8 0.8 C 1.3 1.3 1.2 1.2 1.2 1.2 C 1.5 1.5 1.5 1.5 1.5 1.4 D 1.6 1.4 1.2 1.1 1 1 D 2.4 2.2 2 1.9 1.8 1.7 Seismic Design Category D E 2.4 1.7 1.3 Section 11.4.8 E 4.2 See Section 11.4.8 F See Section 11.4.8 F See Section 11.4.8 Values of approximate period parameters Ct and x Structure type x Steel moment-resisting frames 0.80 Concrete moment-resisting frames 0.90 Eccentrically braced steel frames 0.75 All other structural systems 0.750.02 Ct 0.028 0.016 0.03     DS S1 SC = =R I     D1S2 SC = =TR I Lateral Load --- HW A N G S E Ju n o F r a m i n g SK - 1 Se p t 2 0 , 2 0 2 4 a t 5 : 0 5 P M SM F 1 . r 2 d N1 N2 N3 N4 N5 N6 N7 N8 0. 1 2 k 0. 1 2 k 0. 1 2 k Y X Z Lo a d s : B L C 4 , L X ~ J l ~~ J l ~ JJ (Global) Model Settings Display Sections for Member Calcs Max Internal Sections for Member Calcs Include Shear Deformation? Increase Nailing Capacity for Wind? Merge Tolerance (in) P-Delta Analysis Tolerance Include P-Delta for Walls? Automatically Iterate Stiffness for Walls? Max Iterations for Wall Stiffness Gravity Acceleration (ft/sec^2) Wall Mesh Size (in) Eigensolution Convergence Tol. (1.E-) Dynamic Solver 5 97 Yes Yes 0.12 0.50% Yes Yes 3 32.2 12 4 Accelerated Solver Hot Rolled Steel Code Adjust Stiffness? Cold Formed Steel Code Wood Code Wood Temperature Concrete Code Masonry Code Aluminum Code AISC 15th (360-16): ASD Yes(Iterative) AISI S100-16: ASD AWC NDS-18: ASD < 100F ACI 318-19 TMS 402-16: ASD AA ADM1-15: ASD - Building Number of Shear Regions Region Spacing Increment (in) Concrete Stress Block Use Cracked Sections? Bad Framing Warnings? Unused Force Warnings? Min 1 Bar Diam. Spacing? Concrete Rebar Set Min % Steel for Column Max % Steel for Column 4 4 Rectangular Yes No Yes No REBAR_SET_ASTMA615 1 8 Hot Rolled Steel Properties Label E [ksi]G [ksi]Nu Therm (/1E5 F) Density[k/ft^3] Yield[ksi] 1 A992 29000 11154 0.3 0.65 0.49 50 2 A36 Gr.36 29000 11154 0.3 0.65 0.49 36 3 A572 Gr.50 29000 11154 0.3 0.65 0.49 50 4 A500 Gr.B RND 29000 11154 0.3 0.65 0.527 42 5 A500 Gr.B RECT 29000 11154 0.3 0.65 0.527 46 6 A500 Gr.C RND 29000 11154 0.3 0.65 0.527 46 7 A500 Gr.C RECT 29000 11154 0.3 0.65 0.527 50 8 A53 Gr.B 29000 11154 0.3 0.65 0.49 35 9 A1085 29000 11154 0.3 0.65 0.49 50 10 A913 Gr.65 29000 11154 0.3 0.65 0.49 65 Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Rules A [in2] I (90,270) [i...I (0,180) [in... 1 COl HSS3.000X0...Column Pipe A992 Typical 2.03 1.95 1.95 2 BM HSS3.000X0...Beam Pipe A992 Typical 2.03 1.95 1.95 Joint Coordinates and Temperatures Label X [ft]Y [ft]Temp [F] 1 N1 0 0 0 2 N2 0 4 0 3 N3 0 8 0 4 N4 0 12 0 5 N5 4 0 0 RISA-2D Version 21.0.0.2 Page 1 [D:\...\...\...\...\...\Calculation\24-0918\Risa\SMF1.r2d] I I Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Temp [F] 6 N6 4 4 0 7 N7 4 8 0 8 N8 4 12 0 Joint Boundary Conditions Joint Label X [k/in] Y [k/in] Rotation[k-ft/rad] 1 N1 Reaction Reaction 2 N5 Reaction Reaction Hot Rolled Steel Design Parameters Label Shape Length[... Lb-out[ft] Lb-in[ft] Lcomp top...Lcomp bot...L-torq... K-out K-in Cb Chan... a[ft] Functi... 1 M1 COl 4 N/A N/A Lateral 2 M2 COl 4 N/A N/A Lateral 3 M3 COl 4 N/A N/A Lateral 4 M4 COl 4 N/A N/A Lateral 5 M5 COl 4 N/A N/A Lateral 6 M6 COl 4 N/A N/A Lateral 7 M7 BM 4 Lb out N/A N/A Lateral 8 M8 BM 4 Lb out N/A N/A Lateral 9 M9 BM 4 Lb out N/A N/A Lateral Joint Loads and Enforced Displacements (BLC 3 : EL) Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k... Inactive 1 N4 L X 0.04 2 N3 L X 0.04 3 N2 L X 0.04 Joint Loads and Enforced Displacements (BLC 4 : LX) Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k... Inactive 1 N4 L X 0.12 2 N3 L X 0.12 3 N2 L X 0.12 Member Point Loads Member Label Direction Magnitude[k,k-ft] Location[ft,%] Inactive No Data to Print ... Member Distributed Loads (BLC 1 : DL) Member Label Direction Start Magnitude[k...End Magnitude[k/...Start Location[ft,%] End Location[ft,%] Inactive 1 M9 Y -0.04 -0.04 0 0 2 M8 Y -0.04 -0.04 0 0 3 M7 Y -0.04 -0.04 0 0 Member Distributed Loads (BLC 2 : LL) Member Label Direction Start Magnitude[k...End Magnitude[k/...Start Location[ft,%] End Location[ft,%] Inactive 1 M9 Y -0.4 -0.4 0 0 2 M8 Y -0.4 -0.4 0 0 3 M7 Y -0.4 -0.4 0 0 RISA-2D Version 21.0.0.2 Page 2 [D:\...\...\...\...\...\Calculation\24-0918\Risa\SMF1.r2d] Basic Load Cases BLC Description Category X Gravity Y Gravity Joint Point Distributed 1 DL DL -1 3 2 LL LL 3 3 EL EL 3 4 LX OL1 3 Load Combinations Description Sol...PD...SR...BLCFact...BLCFact...BLCFact...BLCFact...BLCFact...BLCFact...BLCFact...BLCFact...BLCFact...BLCFact... 1 DL Yes Y DL 1 2 LL Yes Y LL 1 3 EL Yes Y EL 1 4 LX Yes Y 4 1 Node Reactions (By Combination) LC Node Label X [k]Y [k]MZ [k-ft] 1 1 N1 0.005 0.364 0 2 1 N5 -0.005 0.364 0 3 1 Totals:0 0.729 4 1 COG (ft):X: 2 Y: 7.545 5 2 N1 0.04 2.4 0 6 2 N5 -0.04 2.4 0 7 2 Totals:0 4.8 8 2 COG (ft):X: 2 Y: 8 9 3 N1 -0.061 -0.24 0 10 3 N5 -0.059 0.24 0 11 3 Totals:-0.12 0 12 3 COG (ft):NC NC 13 4 N1 -0.186 -0.72 0 14 4 N5 -0.174 0.72 0 15 4 Totals:-0.36 0 16 4 COG (ft):NC NC Node Displacements LC Node Label X [in]Y [in]Rotation [rad] 1 1 N1 0 0 3.968e-5 2 1 N2 0 0 -8.022e-5 3 1 N3 0 -0.001 -4.123e-5 4 1 N4 0 -0.001 -1.208e-4 5 1 N5 0 0 -3.968e-5 6 1 N6 0 0 8.022e-5 7 1 N7 0 -0.001 4.123e-5 8 1 N8 0 -0.001 1.208e-4 9 2 N1 0 0 3.383e-4 10 2 N2 0 -0.002 -6.84e-4 11 2 N3 0 -0.004 -3.516e-4 12 2 N4 0 -0.005 -1.03e-3 13 2 N5 0 0 -3.383e-4 14 2 N6 0 -0.002 6.84e-4 15 2 N7 0 -0.004 3.516e-4 16 2 N8 0 -0.005 1.03e-3 17 3 N1 0 0 -2.172e-3 18 3 N2 0.08 0 -6.444e-4 19 3 N3 0.111 0 -3.026e-4 20 3 N4 0.126 0 -1.31e-4 21 3 N5 0 0 -2.172e-3 22 3 N6 0.08 0 -6.443e-4 23 3 N7 0.111 0 -3.026e-4 RISA-2D Version 21.0.0.2 Page 3 [D:\...\...\...\...\...\Calculation\24-0918\Risa\SMF1.r2d] I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Node Displacements (Continued) LC Node Label X [in] Y [in] Rotation [rad] 24 3 N8 0.126 0 -1.31e-4 25 4 N1 0 0 -6.517e-3 26 4 N2 0.24 0.001 -1.933e-3 27 4 N3 0.333 0.001 -9.079e-4 28 4 N4 0.377 0.001 -3.93e-4 29 4 N5 0 0 -6.516e-3 30 4 N6 0.24 -0.001 -1.933e-3 31 4 N7 0.333 -0.001 -9.079e-4 32 4 N8 0.377 -0.001 -3.929e-4 Member Section Forces LC Member Label Sec Axial[k] Shear[k] Moment[k-ft] 1 1 M1 1 0.364 -0.005 0 2 2 0.357 -0.005 0.005 3 3 0.351 -0.005 0.009 4 4 0.344 -0.005 0.014 5 5 0.337 -0.005 0.019 6 1 M2 1 0.243 -0.014 -0.031 7 2 0.236 -0.014 -0.017 8 3 0.229 -0.014 -0.003 9 4 0.222 -0.014 0.011 10 5 0.215 -0.014 0.025 11 1 M3 1 0.121 -0.019 -0.031 12 2 0.115 -0.019 -0.012 13 3 0.108 -0.019 0.006 14 4 0.101 -0.019 0.025 15 5 0.094 -0.019 0.044 16 1 M4 1 0.364 0.005 0 17 2 0.357 0.005 -0.005 18 3 0.351 0.005 -0.009 19 4 0.344 0.005 -0.014 20 5 0.337 0.005 -0.019 21 1 M5 1 0.243 0.014 0.031 22 2 0.236 0.014 0.017 23 3 0.229 0.014 0.003 24 4 0.222 0.014 -0.011 25 5 0.215 0.014 -0.025 26 1 M6 1 0.121 0.019 0.031 27 2 0.115 0.019 0.012 28 3 0.108 0.019 -0.006 29 4 0.101 0.019 -0.025 30 5 0.094 0.019 -0.044 31 1 M7 1 -0.009 0.094 0.05 32 2 -0.009 0.047 -0.02 33 3 -0.009 0 -0.044 34 4 -0.009 -0.047 -0.02 35 5 -0.009 -0.094 0.05 36 1 M8 1 -0.005 0.094 0.056 37 2 -0.005 0.047 -0.014 38 3 -0.005 0 -0.038 39 4 -0.005 -0.047 -0.014 40 5 -0.005 -0.094 0.056 41 1 M9 1 0.019 0.094 0.044 42 2 0.019 0.047 -0.027 43 3 0.019 0 -0.05 44 4 0.019 -0.047 -0.027 45 5 0.019 -0.094 0.044 46 2 M1 1 2.4 -0.04 0 47 2 2.4 -0.04 0.04 48 3 2.4 -0.04 0.08 RISA-2D Version 21.0.0.2 Page 4 [D:\...\...\...\...\...\Calculation\24-0918\Risa\SMF1.r2d] Member Section Forces (Continued) LC Member Label Sec Axial[k] Shear[k] Moment[k-ft] 49 4 2.4 -0.04 0.12 50 5 2.4 -0.04 0.161 51 2 M2 1 1.6 -0.12 -0.265 52 2 1.6 -0.12 -0.146 53 3 1.6 -0.12 -0.026 54 4 1.6 -0.12 0.093 55 5 1.6 -0.12 0.213 56 2 M3 1 0.8 -0.159 -0.265 57 2 0.8 -0.159 -0.106 58 3 0.8 -0.159 0.053 59 4 0.8 -0.159 0.212 60 5 0.8 -0.159 0.372 61 2 M4 1 2.4 0.04 0 62 2 2.4 0.04 -0.04 63 3 2.4 0.04 -0.08 64 4 2.4 0.04 -0.12 65 5 2.4 0.04 -0.161 66 2 M5 1 1.6 0.12 0.265 67 2 1.6 0.12 0.146 68 3 1.6 0.12 0.026 69 4 1.6 0.12 -0.093 70 5 1.6 0.12 -0.213 71 2 M6 1 0.8 0.159 0.265 72 2 0.8 0.159 0.106 73 3 0.8 0.159 -0.053 74 4 0.8 0.159 -0.212 75 5 0.8 0.159 -0.372 76 2 M7 1 -0.079 0.8 0.426 77 2 -0.079 0.4 -0.174 78 3 -0.079 0 -0.374 79 4 -0.079 -0.4 -0.174 80 5 -0.079 -0.8 0.426 81 2 M8 1 -0.04 0.8 0.478 82 2 -0.04 0.4 -0.122 83 3 -0.04 0 -0.322 84 4 -0.04 -0.4 -0.122 85 5 -0.04 -0.8 0.478 86 2 M9 1 0.159 0.8 0.372 87 2 0.159 0.4 -0.228 88 3 0.159 0 -0.428 89 4 0.159 -0.4 -0.228 90 5 0.159 -0.8 0.372 91 3 M1 1 -0.24 0.06 0 92 2 -0.24 0.06 -0.06 93 3 -0.24 0.06 -0.12 94 4 -0.24 0.06 -0.18 95 5 -0.24 0.06 -0.24 96 3 M2 1 -0.093 0.04 0.053 97 2 -0.093 0.04 0.013 98 3 -0.093 0.04 -0.027 99 4 -0.093 0.04 -0.067 100 5 -0.093 0.04 -0.107 101 3 M3 1 -0.027 0.02 0.027 102 2 -0.027 0.02 0.007 103 3 -0.027 0.02 -0.013 104 4 -0.027 0.02 -0.033 105 5 -0.027 0.02 -0.053 106 3 M4 1 0.24 0.06 0 107 2 0.24 0.06 -0.06 108 3 0.24 0.06 -0.12 109 4 0.24 0.06 -0.18 RISA-2D Version 21.0.0.2 Page 5 [D:\...\...\...\...\...\Calculation\24-0918\Risa\SMF1.r2d] Member Section Forces (Continued) LC Member Label Sec Axial[k] Shear[k] Moment[k-ft] 110 5 0.24 0.06 -0.24 111 3 M5 1 0.093 0.04 0.053 112 2 0.093 0.04 0.013 113 3 0.093 0.04 -0.027 114 4 0.093 0.04 -0.067 115 5 0.093 0.04 -0.107 116 3 M6 1 0.027 0.02 0.027 117 2 0.027 0.02 0.007 118 3 0.027 0.02 -0.013 119 4 0.027 0.02 -0.033 120 5 0.027 0.02 -0.053 121 3 M7 1 0.019 -0.147 -0.293 122 2 0.019 -0.147 -0.147 123 3 0.019 -0.147 0 124 4 0.019 -0.147 0.147 125 5 0.019 -0.147 0.293 126 3 M8 1 0.02 -0.067 -0.133 127 2 0.02 -0.067 -0.067 128 3 0.02 -0.067 0 129 4 0.02 -0.067 0.067 130 5 0.02 -0.067 0.133 131 3 M9 1 0.02 -0.027 -0.053 132 2 0.02 -0.027 -0.027 133 3 0.02 -0.027 0 134 4 0.02 -0.027 0.027 135 5 0.02 -0.027 0.053 136 4 M1 1 -0.72 0.18 0 137 2 -0.72 0.18 -0.18 138 3 -0.72 0.18 -0.36 139 4 -0.72 0.18 -0.54 140 5 -0.72 0.18 -0.72 141 4 M2 1 -0.28 0.12 0.159 142 2 -0.28 0.12 0.039 143 3 -0.28 0.12 -0.081 144 4 -0.28 0.12 -0.201 145 5 -0.28 0.12 -0.321 146 4 M3 1 -0.08 0.06 0.08 147 2 -0.08 0.06 0.02 148 3 -0.08 0.06 -0.04 149 4 -0.08 0.06 -0.1 150 5 -0.08 0.06 -0.16 151 4 M4 1 0.72 0.18 0 152 2 0.72 0.18 -0.18 153 3 0.72 0.18 -0.36 154 4 0.72 0.18 -0.54 155 5 0.72 0.18 -0.72 156 4 M5 1 0.28 0.12 0.16 157 2 0.28 0.12 0.04 158 3 0.28 0.12 -0.08 159 4 0.28 0.12 -0.201 160 5 0.28 0.12 -0.321 161 4 M6 1 0.08 0.06 0.08 162 2 0.08 0.06 0.02 163 3 0.08 0.06 -0.04 164 4 0.08 0.06 -0.1 165 5 0.08 0.06 -0.16 166 4 M7 1 0.055 -0.44 -0.88 167 2 0.055 -0.44 -0.44 168 3 0.055 -0.44 0 169 4 0.055 -0.44 0.44 170 5 0.055 -0.44 0.879 RISA-2D Version 21.0.0.2 Page 6 [D:\...\...\...\...\...\Calculation\24-0918\Risa\SMF1.r2d] Member Section Forces (Continued) LC Member Label Sec Axial[k] Shear[k] Moment[k-ft] 171 4 M8 1 0.059 -0.2 -0.4 172 2 0.059 -0.2 -0.2 173 3 0.059 -0.2 0 174 4 0.059 -0.2 0.2 175 5 0.059 -0.2 0.4 176 4 M9 1 0.06 -0.08 -0.16 177 2 0.06 -0.08 -0.08 178 3 0.06 -0.08 0 179 4 0.06 -0.08 0.08 180 5 0.06 -0.08 0.16 Member AISC 15th (360-16): ASD Steel Code Checks (By Combination) LC Member Shape UC Max Loc[ft] Shear UC Loc[ft] Pnc/om [k] Pnt/om [k] Mn/om [k-ft] Cb Eqn 1 1 M1 HSS3.000X0.2...0.007 0 0 4 51.002 60.778 4.466 1 H1-1b* 2 1 M2 HSS3.000X0.2...0.009 0 0.001 4 51.002 60.778 4.466 1 H1-1b 3 1 M3 HSS3.000X0.2...0.011 4 0.001 4 51.002 60.778 4.466 1 H1-1b 4 1 M4 HSS3.000X0.2...0.007 0 0 4 51.002 60.778 4.466 1 H1-1b* 5 1 M5 HSS3.000X0.2...0.009 0 0.001 4 51.002 60.778 4.466 1 H1-1b 6 1 M6 HSS3.000X0.2...0.011 4 0.001 4 51.002 60.778 4.466 1 H1-1b 7 1 M7 HSS3.000X0.2...0.011 4 0.005 4 51.002 60.778 4.466 1 H1-1b 8 1 M8 HSS3.000X0.2...0.013 4 0.005 4 51.002 60.778 4.466 1 H1-1b 9 1 M9 HSS3.000X0.2...0.011 2 0.005 4 51.002 60.778 4.466 1 H1-1b 10 2 M1 HSS3.000X0.2...0.059 4 0.002 4 51.002 60.778 4.466 1 H1-1b 11 2 M2 HSS3.000X0.2...0.075 0 0.007 4 51.002 60.778 4.466 1 H1-1b 12 2 M3 HSS3.000X0.2...0.091 4 0.009 4 51.002 60.778 4.466 1 H1-1b 13 2 M4 HSS3.000X0.2...0.059 4 0.002 4 51.002 60.778 4.466 1 H1-1b 14 2 M5 HSS3.000X0.2...0.075 0 0.007 4 51.002 60.778 4.466 1 H1-1b 15 2 M6 HSS3.000X0.2...0.091 4 0.009 4 51.002 60.778 4.466 1 H1-1b 16 2 M7 HSS3.000X0.2...0.096 4 0.044 4 51.002 60.778 4.466 1 H1-1b 17 2 M8 HSS3.000X0.2...0.107 4 0.044 4 51.002 60.778 4.466 1 H1-1b 18 2 M9 HSS3.000X0.2...0.097 2 0.044 4 51.002 60.778 4.466 1 H1-1b 19 3 M1 HSS3.000X0.2...0.056 4 0.003 4 51.002 60.778 4.466 1 H1-1b 20 3 M2 HSS3.000X0.2...0.025 4 0.002 4 51.002 60.778 4.466 1 H1-1b 21 3 M3 HSS3.000X0.2...0.012 4 0.001 4 51.002 60.778 4.466 1 H1-1b 22 3 M4 HSS3.000X0.2...0.056 4 0.003 4 51.002 60.778 4.466 1 H1-1b 23 3 M5 HSS3.000X0.2...0.025 4 0.002 4 51.002 60.778 4.466 1 H1-1b 24 3 M6 HSS3.000X0.2...0.012 4 0.001 4 51.002 60.778 4.466 1 H1-1b 25 3 M7 HSS3.000X0.2...0.066 0 0.008 4 51.002 60.778 4.466 1 H1-1b 26 3 M8 HSS3.000X0.2...0.03 4 0.004 4 51.002 60.778 4.466 1 H1-1b 27 3 M9 HSS3.000X0.2...0.012 0 0.001 4 51.002 60.778 4.466 1 H1-1b 28 4 M1 HSS3.000X0.2...0.167 4 0.01 4 51.002 60.778 4.466 1 H1-1b 29 4 M2 HSS3.000X0.2...0.074 4 0.007 4 51.002 60.778 4.466 1 H1-1b 30 4 M3 HSS3.000X0.2...0.037 4 0.003 4 51.002 60.778 4.466 1 H1-1b 31 4 M4 HSS3.000X0.2...0.168 4 0.01 4 51.002 60.778 4.466 1 H1-1b 32 4 M5 HSS3.000X0.2...0.075 4 0.007 4 51.002 60.778 4.466 1 H1-1b 33 4 M6 HSS3.000X0.2...0.037 4 0.003 4 51.002 60.778 4.466 1 H1-1b 34 4 M7 HSS3.000X0.2...0.197 0 0.024 4 51.002 60.778 4.466 1 H1-1b 35 4 M8 HSS3.000X0.2...0.09 4 0.011 4 51.002 60.778 4.466 1 H1-1b 36 4 M9 HSS3.000X0.2...0.037 0 0.004 4 51.002 60.778 4.466 1 H1-1b RISA-2D Version 21.0.0.2 Page 7 [D:\...\...\...\...\...\Calculation\24-0918\Risa\SMF1.r2d] www.hilti.com Hilti PROFIS Engineering 3.1.3 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 1 Company: Address: Phone I Fax: Design: Fastening point: | KB TZ 5/8 2.75" EMB Page: Specifier: E-Mail: Date: 1 9/21/2024 Specifier's comments: 1 Input data Anchor type and diameter: Kwik Bolt TZ2 - SS 304 5/8 (2 3/4) hnom1 Item number: 2210279 KB-TZ2 5/8x6 SS304 Specification text: Hilti KB-TZ2 stud anchor with 3.25 in embedment, 5/8 (2 3/4) hnom1, Stainless steel, installation per ESR-4266 Effective embedment depth: hef = 2.750 in., hnom = 3.250 in. Material: AISI 304 Evaluation Service Report: ESR-4266 Issued I Valid: 12/1/2023 | 12/1/2025 Proof: Design Method ACI 318 / AC193 Stand-off installation: without clamping (anchor); restraint level (anchor plate): 2.00; eb = 1.181 in.; t = 0.325 in. Hilti Grout: CB-G EG, epoxy, fc,Grout = 14,939 psi Anchor plateR : lx x ly x t = 4.000 in. x 4.000 in. x 0.325 in.; (Recommended plate thickness: not calculated) Profile: Round bars (AISC), 1/16; (L x W x T) = 0.062 in. x 0.062 in. Base material: cracked concrete, 3000, fc' = 3,000 psi; h = 5.000 in. Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) no R - The anchor calculation is based on a rigid anchor plate assumption. Geometry [in.] & Loading [lb, in.lb] X www.hilti.com Hilti PROFIS Engineering 3.1.3 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 2 Company: Address: Phone I Fax: Design: Fastening point: | KB TZ 3/8 2" EMB Page: Specifier: E-Mail: Date: 2 9/21/2024 1.1 Design results Case Description Forces [lb] / Moments [in.lb]Seismic Max. Util. Anchor [%] 1 Combination 1 N = 720; Vx = 186; Vy = 0; Mx = 0; My = 0; Mz = 0; no 22 Tension 1 x y2 Load case/Resulting anchor forces Anchor reactions [lb] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force y 1 720 186 186 0 Max. concrete compressive strain: - [‰] Max. concrete compressive stress: - [psi] Resulting tension force in (x/y)=(0.000/0.000): 720 [lb] Resulting compression force in (x/y)=(-/-): 0 [lb] Anchor forces are calculated based on the assumption of a rigid anchor plate. 3 Tension load Load Nua [lb]Capacity f Nn [lb]Utilization bN = Nua/f Nn Status Steel Strength*720 14,132 6 OK Pullout Strength*N/A N/A N/A N/A Concrete Breakout Failure**720 3,410 22 OK * highest loaded anchor **anchor group (anchors in tension) •=iiS•• ---------------------- www.hilti.com Hilti PROFIS Engineering 3.1.3 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 3 Company: Address: Phone I Fax: Design: Fastening point: | KB TZ 3/8 2" EMB Page: Specifier: E-Mail: Date: 3 9/21/2024 3.1 Steel Strength Nsa = ESR value refer to ICC-ES ESR-4266 f Nsa ³ Nua ACI 318-08 Eq. (D-1) Variables Ase,N [in.2]futa [psi] 0.16 114,604 Calculations Nsa [lb] 18,843 Results Nsa [lb]f steel f Nsa [lb]Nua [lb] 18,843 0.750 14,132 720 3.2 Concrete Breakout Failure Ncb = (ANc ANc0)y ed,N y c,N y cp,N Nb ACI 318-08 Eq. (D-4) f Ncb ³ Nua ACI 318-08 Eq. (D-1) ANc see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) ANc0 = 9 h2 ef ACI 318-08 Eq. (D-6) y ed,N = 0.7 + 0.3 (ca,min 1.5hef)£ 1.0 ACI 318-08 Eq. (D-11) y cp,N = MAX(ca,mincac , 1.5hefcac)£ 1.0 ACI 318-08 Eq. (D-13) Nb = kc l √f' c h1.5 ef ACI 318-08 Eq. (D-7) Variables hef [in.]ca,min [in.]y c,N cac [in.]kc l f' c [psi] 2.750 24.000 1.000 10.000 21 1 3,000 Calculations ANc [in.2]ANc0 [in.2]y ed,N y cp,N Nb [lb] 68.06 68.06 1.000 1.000 5,245 Results Ncb [lb]f concrete f Ncb [lb]Nua [lb] 5,245 0.650 3,410 720 •=iiS•• ---------------------- www.hilti.com Hilti PROFIS Engineering 3.1.3 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 4 Company: Address: Phone I Fax: Design: Fastening point: | KB TZ 3/8 2" EMB Page: Specifier: E-Mail: Date: 4 9/21/2024 4 Shear load Load Vua [lb]Capacity f Vn [lb]Utilization bV = Vua/f Vn Status Steel Strength*186 6,427 3 OK Steel failure (with lever arm)*186 1,552 12 OK Pryout Strength**186 7,344 3 OK Concrete edge failure in direction x+**186 9,204 3 OK * highest loaded anchor **anchor group (relevant anchors) 4.1 Steel Strength Vsa = ESR value refer to ICC-ES ESR-4266 f Vsteel ³ Vua ACI 318-08 Eq. (D-2) Variables Ase,V [in.2]futa [psi]aV,seis 0.16 114,604 1.000 Calculations Vsa [lb] 12,360 Results Vsa [lb]f steel f eb f Vsa [lb]Vua [lb] 12,360 0.650 0.800 6,427 186 •=iiS•• ---------------------- www.hilti.com Hilti PROFIS Engineering 3.1.3 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 5 Company: Address: Phone I Fax: Design: Fastening point: | KB TZ 3/8 2" EMB Page: Specifier: E-Mail: Date: 5 9/21/2024 4.2 Steel failure (with lever arm) VM s = aM · Ms Lb bending equation for stand-off Ms = M0 s (1 - Nuaf Nsa) resultant flexural resistance of anchor M0 s = (1.2) (S) (fu,min) characteristic flexural resistance of anchor (1 - Nuaf Nsa) reduction for tensile force acting simultaneously with a shear force on the anchor S = p(d)3 32 elastic section modulus of anchor bolt at concrete surface Lb = z + (n)(d0) internal lever arm adjusted for spalling of the surface concrete f VM s ³ Vua ACI 318-08 Eq. (D-2) Variables aM fu,min [psi]Nua [lb]f Nsa [lb]z [in.]n d0 [in.] 2.00 114,604 720 14,132 1.344 0.500 0.625 Calculations M0 s [in.lb](1 - Nuaf Nsa)Ms [in.lb]Lb [in.] 2,084 0.949 1,977 1.656 Results VM s [lb]f steel f VM s [lb]Vua [lb] 2,388 0.650 1,552 186 •=iiS•• ---------------------- www.hilti.com Hilti PROFIS Engineering 3.1.3 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 6 Company: Address: Phone I Fax: Design: Fastening point: | KB TZ 3/8 2" EMB Page: Specifier: E-Mail: Date: 6 9/21/2024 4.3 Pryout Strength Vcp = kcp [(ANc ANc0)y ed,N y c,N y cp,N Nb ] ACI 318-08 Eq. (D-30) f Vcp ³ Vua ACI 318-08 Eq. (D-2) ANc see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) ANc0 = 9 h2 ef ACI 318-08 Eq. (D-6) y ed,N = 0.7 + 0.3 (ca,min 1.5hef)£ 1.0 ACI 318-08 Eq. (D-11) y cp,N = MAX(ca,mincac , 1.5hefcac)£ 1.0 ACI 318-08 Eq. (D-13) Nb = kc l √f' c h1.5 ef ACI 318-08 Eq. (D-7) Variables kcp hef [in.]ca,min [in.]y c,N 2 2.750 24.000 1.000 cac [in.]kc l f' c [psi] 10.000 21 1 3,000 Calculations ANc [in.2]ANc0 [in.2]y ed,N y cp,N Nb [lb] 68.06 68.06 1.000 1.000 5,245 Results Vcp [lb]f concrete f Vcp [lb]Vua [lb] 10,491 0.700 7,344 186 •=iiS•• ---------------------- www.hilti.com Hilti PROFIS Engineering 3.1.3 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 7 Company: Address: Phone I Fax: Design: Fastening point: | KB TZ 3/8 2" EMB Page: Specifier: E-Mail: Date: 7 9/21/2024 4.4 Concrete edge failure in direction x+ Vcb = (AVc AVc0)y ed,V y c,V y h,V y parallel,V Vb ACI 318-08 Eq. (D-21) f Vcb ³ Vua ACI 318-08 Eq. (D-2) AVc see ACI 318-08, Part D.6.2.1, Fig. RD.6.2.1(b) AVc0 = 4.5 c2 a1 ACI 318-08 Eq. (D-23) y ed,V = 0.7 + 0.3(ca2 1.5ca1)£ 1.0 ACI 318-08 Eq. (D-28) y h,V = √1.5ca1ha ³ 1.0 ACI 318-08 Eq. (D-29) Vb = (7 (leda)0.2 √da)l √f' c c1.5 a1 ACI 318-08 Eq. (D-24) Variables ca1 [in.]ca2 [in.]y c,V ha [in.]le [in.] 17.667 26.500 1.000 5.000 2.750 l da [in.]f' c [psi]y parallel,V 1.000 0.625 3,000 1.000 Calculations AVc [in.2]AVc0 [in.2]y ed,V y h,V Vb [lb] 265.00 1,404.50 1.000 2.302 30,271 Results Vcb [lb]f concrete f Vcb [lb]Vua [lb] 13,149 0.700 9,204 186 5 Combined tension and shear loads bN bV z Utilization bN,V [%]Status 0.211 0.120 5/3 11 OK bNV = bz N + bz V <= 1 •=iiS•• ---------------------- www.hilti.com Hilti PROFIS Engineering 3.1.3 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 8 Company: Address: Phone I Fax: Design: Fastening point: | KB TZ 3/8 2" EMB Page: Specifier: E-Mail: Date: 8 9/21/2024 6 Warnings • The anchor design methods in PROFIS Engineering require rigid anchor plates per current regulations (AS 5216:2021, ETAG 001/Annex C, EOTA TR029 etc.). This means load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Engineering calculates the minimum required anchor plate thickness with CBFEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid anchor plate assumption is valid is not carried out by PROFIS Engineering. Input data and results must be checked for agreement with the existing conditions and for plausibility! • Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential concrete failure prism into the structural member. Condition B applies where such supplementary reinforcement is not provided, or where pullout or pryout strength governs. • ACI 318 does not specifically address anchor bending when a stand-off condition exists. PROFIS Engineering calculates a shear load corresponding to anchor bending when stand-off exists and includes the results as a shear Design Strength! • Refer to the manufacturer's product literature for cleaning and installation instructions. • For additional information about ACI 318 strength design provisions, please go to https://submittals.us.hilti.com/PROFISAnchorDesignGuide/ Fastening meets the design criteria! •=iiS•• ---------------------- www.hilti.com Hilti PROFIS Engineering 3.1.3 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 9 Company: Address: Phone I Fax: Design: Fastening point: | KB TZ 3/8 2" EMB Page: Specifier: E-Mail: Date: 9 9/21/2024 Coordinates Anchor [in.] Anchor x y c-x c+x c-y c+y 1 0.000 0.000 24.000 24.000 26.500 26.500 7 Installation data Anchor type and diameter: Kwik Bolt TZ2 - SS 304 5/8 (2 3/4) hnom1 Profile: Round bars (AISC), 1/16; (L x W x T) = 0.062 in. x 0.062 in. Item number: 2210279 KB-TZ2 5/8x6 SS304 Hole diameter in the fixture: df = 0.687 in. Maximum installation torque: 722 in.lb Plate thickness (input): 0.325 in. Hole diameter in the base material: 0.625 in. Recommended plate thickness: not calculated Hole depth in the base material: 3.750 in. Drilling method: Hammer drilled Minimum thickness of the base material: 5.000 in. Cleaning: Manual cleaning of the drilled hole according to instructions for use is required. Hilti KB-TZ2 stud anchor with 3.25 in embedment, 5/8 (2 3/4) hnom1, Stainless steel, installation per ESR-4266 7.1 Recommended accessories Drilling Cleaning Setting • Suitable Rotary Hammer • Properly sized drill bit • Manual blow-out pump • Torque controlled cordless impact tool • Torque wrench • Hammer 1 x y 2.000 2.000 2.000 2.000 2. 0 0 0 2. 0 0 0 2. 0 0 0 2. 0 0 0 •=iiS•• ------------------ J l () ... ... www.hilti.com Hilti PROFIS Engineering 3.1.3 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 10 Company: Address: Phone I Fax: Design: Fastening point: | KB TZ 3/8 2" EMB Page: Specifier: E-Mail: Date: 10 9/21/2024 8 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. •=iiS•• ---------------------- HM-9171 (01/22) County of San Diego - DEH - Hazardous Materials Division OFFICE USE ONLY RECORD ID # PLAN CHECK # BP DATE / / SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE Business Name Business Contact Telephone # Project Address (include suite) City State Zip Code APN# Mailing Address (include suite) City State Zip Code Plan File# Project Contact Applicant E-mail Telephone # 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 HEALTH – 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: YES NO (for new construction or remodeling projects) 1. Is your business listed on the reverse side of this form? (check all that apply). 2. Will your business dispose of Hazardous Substances or Medical Waste in any amount? 3. Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons, 500 pounds and/or 200 cubic feet? 4. Will your business store or handle carcinogens/reproductive toxins in any quantity? 5. Will your business use an existing or install an underground storage tank? 6. Will your business store or handle Regulated Substances (CalARP)? 7. Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? 8. 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 / Date Initials CalARP Required / Date Initials CalARP Complete / Date Initials PART III: 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. 1. 2. 3. 4. Will the project disturb 100 square feet or more of existing building materials? If yes, submit an asbestos survey to apcdcomp@sdapcd.org. Will any load supporting structural members be removed? If yes, submit an asbestos survey and demolition notification to 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. (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. 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: I declare under penalty of perjury that to the best of my knowledge and belief the responses made herein are true and correct. / / Name of Owner or Authorized Agent Signature of Owner or Authorized Agent Date FOR OFFICAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: BY: DATE: / / EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMD* APCD COUNTY-HMD APCD COUNTY-HMD APCD *A stamp in this box only exempts businesses from completing or updating a Hazardous Materials Business Plan. Other permitting requirements may still apply 3 202511 <--- Candeeland Carlsbad Deena Wozniak 909-957-9087 2525 El Camino Real, STE 289 Carlsbad CA 92008 1563010700 10606 CAMINO RUIZ, STE 8-275 Carlsbad CA 92126 CBC2024-0176 Deena Wozniak everyone@candeelandcarlsbad.com 909-957-9087 X X X X X X X X Family Entertainment Indoor Playground Deena Wozniak Digitally signed by 7daf11e9-940a-4665-bc70-1e5f0fd28580 DN: cn=7daf11e9-940a-4665-bc70-1e5f0fd28580 Date: 2025.03.11 14:58:36 -07'00' 4 4 4 □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ YES NO □ □ □ □ □ □ □ □ ,,, \..._ City of Carlsbad CLIMATE ACTION PLAN CONSISTENCY CHECKLIST B-50 Development Services Building Division 1635 Faraday Avenue 442-339-2719 www.carlsbadca.gov PURPOSE This checklist is intended to help building permit applicants identify which Climate Action Plan (CAP) ordinance requirements apply to their project. This completed checklist (B-50) and summary (B-55) must be included with the building permit application. The Carlsbad Municipal Code (CMC) can be referenced during completion of this document. A NOTE: The following type of permits are not required to fill out this form ❖ Patio I ❖ Decks I ❖ PME (w/o panel upgrade) I ❖ Pool The B-50 checklist was originally developed several years ago to support implementation of the CAP. Recent updates to the California Building Standards Code have imposed newer performance standards on building permit applications. Therefore, the applicant is advised to review all applicable code sections and apply the maximum performance standard, which may exceed the CAP consistency checklist requirements Consultation with a certified Energy Consultant is encouraged to assist in filling out this document. Appropriate certification includes, but is not limited to: Licensed, practicing Architect, Engineer, or Contractor familiar with Energy compliance, IECC/HERS Compliance Specialist, ICC GB Energy Code Specialist, RESNET HERS rater certified, certified ICC Residential Energy Inspector/Plans Examiner, ICC Commercial Energy Inspector and/or Plans Examiner, ICC CALgreen Inspector/Plans Examiner, or Green Building Residential Plan Examiner. If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordinance, check N/A and provide an explanation or code section describing the exception. The project plans must show all details as stated in the applicable Carlsbad Municipal Code (CMC} and/or Energy Code and Green Code sections. Project Name/Building Permit No.: Candeeland Carsbad BP No.: Date: Property Address/APN: 2525 El Camino Real, Suite 289, Carlsbad, CA 92008 Applicant Name/Co.: Pete Cho / AppilcantAddress: 610 S. Grand Ave #105, Santa Ana, CA. 92705 Contact Phone: 213.216.8180 Contact Email: chotime@gmail.com Contact information of person completing this checklist (if different than above): Name: Hyung Jin Seo Contact Phone: 949-892.9732 Company name/address: HACE INC/ 2601 Walnut Ave., Suite E, lContact Email: hseo@haceinc_com B-50 Page 1 of 7 Revised 12/22 Use the table below to determine which sections of the Ordinance checklist are applicable to your project. For alterations and additions to existing buildings, attach a Permit Valuation breakdown on a separate sheet. For purposes of determining valuation, the amount should be upon either the actual contract price for the work to be permitted or shall be determined with the use of the current "ICC Building Valuation Data" as published by the International Code Council, whichever is higher (refer to Section 18.04.035 of the CMC). Building Permit Valuation (BPV) $ breakdown _9_8_8..;..,2_2_6_._O_O _____ _ Construction Type ™ -I Complete.S.ctlon(s) I Notes: 0 Residential D New construction 2A•, 3A*, 4A* *Includes detached, newly constructed ADU □ Additions and alterations: □ BPV < $60,000 N/A All residential additions and alterations □ BPV 2:: $60,000 1A,4A 1-2 family dwellings and townhouses with attached garages □ Electrical service panel upgrade only only. *Multi-family dwellings only where interior finishes are □ BPV 2:: $200,000 1A, 4A' removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed 28* *Multi-family dwellings only where 2::$1 ,000,000 BPV AND BPV 2:: $1,000,000 affecting 2::75% existing floor area lj] Nonresidential and hotels/motels □ New construction 1 B, 28, 38, 48 and 5 II Alterations: ~ BPV.? $200,000 or additions .? 18, 5 1,000 square feet □ BPV 2:: $1,000,000 18, 2B, 5 Building alterations of 2:: 75% existing gross floor area 2:: 2,000 sq. ft. new roof addition 28, 5 1 B also applies if BPV 2:: $200,000 Instructions: 1. Choose first between residential or non-residential based on the type of project being submitted. 2. Next chose between new construction or addition/alteration for residential or non-residential. 3. The columns to the right of your selection will determine which sections of the CAP program are applicable to your project. 4. Appropriate details must be included on the plans for selections made. EXAMPLE: Scope of work includes a new, 2 story, single family residential structure. The selections would be: Residential and New construction in the table above. For a 2-story structure, CAP sections 2A, 3A and 4A would be applicable. (Solar PV, water heating, EV charging) The• indicates that new detached ADU's are included. EXAMPLE: Scope of work includes a tenant improvement (i.e., alterations) valued at over one million dollars. The selections would be: Non-residential and Alteration BPV 2:: $1,000,000. CAP sections 1 B, 2B and 5 would be applicable to this project. (Energy efficiency, Solar PV and Transportation Demand Management (TOM)*) It may be necessary to supplement the completed checklist with supporting materials, calculations or certifications, to demonstrate full compliance with CAP ordinance requirements. For example, projects that propose or require a performance approach to comply with energy-related measures will need to attach to this checklist separate calculations and documentation as specified by the ordinances. 3 Checklist Item Check the appropriate boxes, explain all not applicable and exception items, and provide~cak:Ulaticins and dowmentation as necessary. 1. Energy Efficiency Please refer to Section 18.30.060 of the Carlsbad Municipal Code (CMC) and Section 150.2 of the CEC for more information. Appropriate details and notes must be placed on the plans according to selections chosen in the design. A. 0 Residential addition or alteration ~ $60,000 building permit valuation. Details of selection chosen below must be placed on the plans referencing CMC 18.30.060. D N/A _________ _ D Exception: Home energy score ?.7 (attach certification) Year Built Single-family Requirements Multi-family Requirements 0 Before 1978 Select one option: □Cool roof D Attic insulation D Duct sealing D Attic insulation D 1978 and later Select one option: 0 Liohtino packaoe D Waterheatino oackaqe D Between1978 -1991 Select one option: D Duct sealing D Attic insulation D Cool roof □ 1992 and later Select one option: D Liohting package D Water-heating packaoe B. 0 New Nonresidential construction (including additions over 1,000sf), new hotel/motel construction AND alterations ~ $200,000 building permit valuation. See Section 18.21.050 of the CMC and CALGreen Appendix AS. At least one measure from each applicable building component required. 0 N/A _______ _ AS.203.1.1 Choose one: D Outdoor lighting ~ Restaurant service water heating (Section 140.5 of the CEC) D Warehouse dock seal doors D Daylight design PAFs D Exhaust air heat recovery 0 NIA ---------- AS.203.1.2.1 Choose one: D .95 Energy budget (Projects with indoor lighting OR mechanical) D .90 Energy budget (Projects with indoor lighting AND mechanical) D N/A AS.211.1 ** D On-site renewable energy: 0 N/A AS.211.3** D Green power: (If offered by local utility provider, 50% minimum renewable sources) El N/A AS.212.1 D Elevators and escalators:(Project with more than one elevator or two escalators) 0 NIA Existing AS.213 .1 D Steel framing: (Provide details on plans for options 1-4 chosen) El NIA Existing " High-rise residential buildings are 4 or more stories. ** For alterations::!: $1,000,000BPVand affecting> 75%existing gross floor area, OR alterations that add 2,000 square feet of new roof addition: comply with Section 18.030.040 of the CMC (section 28 below) instead. 4 2. Photovoltaic Systems A. □ Residential new construction. Refer to Section 150.1(c)14 of the CEC for single-family requirements and Section 170.2(d) of the CEC for multi-family requirements. If project includes installation of an electric heat pump water heater pursuant to CAP section 3 below (residential water heating), Increase system size by .3kWdc if PV offset option is selected. Floor Plan ID (use additional CFA orSARA #d.u. Calculated kWdc* Exception sheets if necessary) □ D D D Total System Size: kWdc kWdc = (CFAx.572) / 1,000 + (1.15 x #d.u.) •Formula calculation where CFA = conditional floor area, #du = number of dwellings per plan type If proposed system size is less than calculated size, please explain. B. 0 Nonresidential, hotel/motel and multifamily additions, alterations and repairs of these projects ~$1,000,000 BPV AND affecting ~75% existing floor area, OR addition that increases roof area by ~,000 square feet. Please refer to Section 18.30.040 and 18.30.070 of the CMC when completing this section. Choose one of the following methods: (Gross floor area or Time-Dependent Valuation method) □ Gross Floor Area (GFA)Method GFA: Min.System Size: kWd □ If < 10,000s.f. Enter: 5 kWdc D If~ 1 O,OOOs.f. calculate: 15 kWdc x (GFA/10,000) " **Round building size factor to nearest tenth, and round system size to nearest whole number. D Time-Dependent Valuation Method C. 0 Annual TDV Energy use:*** _____ ____,x .80= Min. system size: _____ kWdc ***Attach calculation documentation using modeling software approved by the California Energy Commission. *All newly constructed non residential, hotel/motel and highrise muttifamlly buildings that are required by CEC section 140.10(a) to have a PV system shall also have a battery storage system meeting CEC section 140.10(b). Non residential, hotaVmotel and muttifamlly additions, alterations or repairs that trigger solar due to the carisbad Climate Action Plan WIii NOT require battery storage. Battery storage is raqull'8d when triggered by CEC section 140.10{a) and/or 170.2{g). 5 3. Water Heating A. Residential. Refer to Section 18.30.050 of the CMC and Sections 150.1 (c)8 or 170.2(d) of the CEC when completing this section. Provide complete details on the plans. Residential new construction and alterations: □ Required: 60% of energy needed for service water heating from on-site solar or recovered energy. For systems serving individual units, choose one system: □ Single 240-volt heat pump water heater AND compact hot water distribution AND Drain water heat recovery (low-rise residential only) □ Single 240-volt heat pump water heater AND PV system .3 kWdc larger than required. □ Heat pump water heater meeting NEEA Advanced Water Heating Specification Tier 3 or higher. □ Solar water heating system that is either .60 solar savings fraction or 40 s.f. solar collectors □ Gas or propane system with a solar water hearing system and recirculation system. For systems serving multiple units, choose one system: □ Heat pump water heating system with recirculation loop tank and electric backup. □ Solar water heating system that is either: D .20 solar savings fraction □ .15 solar savings fraction, plus drain water heat recover OR: □ System meets performance compliance requirements of section 150.1(d) or 170.2(d) and deriving at least 60% of energy from on-site solar or recovered energy. □ Exception: ______________________________________ _ B. Nonresidential and hotel/motel new construction. This section also applies to high-rise residential. Refer to Sections 18.030.020 and 18.040.030 of the CMC and Sections 140.5 and 170.2 of the CEC when completing this section. Provide complete details on the plans. 1. Non-residential: □ Required: Water heating system derives at least 40% of its energy from one of the following: □ Solar-thermal □ Photovoltaics □ Recovered energy □ Required: High-capacity service water heating system 2. Water heating system is (choose one): D Heat pump water heater □ Electric resistance water heater(s) □ Solar water heating system with .40 solar savings fraction 3. Hotel/motel: □ Required: High-capacity service water heating system (meeting Section 170.2(d) of the CEC) □ Required: Located in garage or conditioned space Exception: 6 4. Electric Vehicle Charging A D Residential • New construction and major alterations.* This section also applies to hoteUmotel projects. Refer to Section 18.21.030 of the CMC and Section 4.106.4 of the GBSC when completing this section. Choose one: D One and two-family residential dwelling alterations with attached private garage. (not required if a panel upgrade would be needed) D New detached ADU. (no EV space required when no additional parking facilities are added) D New one and two-tam:ly residential dwellings and townhouse with attached private garage. □ One EV Ready parking space required D Exception: __________ _ □ New and major alterations to multi-family and hoteUmotel projects: D Exception: ________________ _ Total Parking Spaces Proposed EVSE Spaces EV Capable 110% of totall I EV Ready (25% of T otan I EV chargers (5% ofT otall I I *Major alterations are: (1) for one and two-family dwellings and for town houses with an attached garage, alterations have a building permit valuation~$ 60,000 or include an electrical service panel upgrade. (2) for multifamily dwellings (three units or more without attached garages), alterations have a building permit valuation ~ $200,000, i nteriorfinishes a re removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are p reposed. 8. D Non-Residential -New construction □ Exception : _____________ _ Please refer to Section 18.21.040 of the CMC when completing this section Total Parking Spaces Proposed EV Capable I EVCS (Installed with EVSE) T EV Ready (optional) l EV Space (optional) I 1 l Calculation: Refer lo the table below: Total Number of Parking Spaces provided Number of required EV Capable Spaces Number of required EVCS (Installed with EVSE) □ 0-9 1 1 □ 10-25 4 1 □ 26-50 8 2 □ 51-75 13 3 □ 76-100 17 5 ti 101-150 25 6 LI 151-200 35 9 □ 201 andover 20 percent of total 25 percent of Required EV Spaces Calculations: Total EV Capable spaces= .20 x Total parking spaces proposed (rounded up to nearest whole number) EVSE Installed= Total EVSE Spaces x .25 (rounded up to nearest whole number) EVSE other maybe "EV Ready" or "EV Space" 7 5. D Transportation Demand Management (TDM): Nonresidential ONLY An approved Transportation Demand Management (TOM) Plan is required for all nonresidential projects that meet a threshold of employee-generated ADT. City staff will use the table below based on your submitted plans to determine whether your permit requires a TOM plan. If TOM is applicable to your permit, staff will contact the applicant to develop a site-specific TOM plan based on the permit details. Acknowledgment: Employee ADT Estimation for Various Commercial Uses Use EmpADTfor first 1,000 s.f. EmpADTI 1000 s.f.1 Office ( all)2 20 Restaurant 11 Retaih 8 Industrial 4 Manufacturing 4 Warehousing 4 , Unless otherwise noted, rates estimated from /TE Trip Generation Manual, 1QlhEdition 13 11 4.5 3.5 3 1 2 For all office uses, use SAN DAG rate of 20 ADT/1,000 sf to calculate employee ADT 3 Retail uses include shopping center, variety store, supermarket, gyms, pharmacy, etc. Other commercial uses may be subject to special consideration sample catcutations: Office: 20,450 sf 1. 20,450 sf/ 1000 x 20 = 409 Employee ADT Retail: 9,334 sf 1. First 1,000 sf= 8 ADT 2. 9,334 sf -1,000 sf= 8,334 sf 3. (8,334 sf/ 1,000 x 4.5) + 8 = 46 Employee ADT I acknowledge that the plans submitted may be subject to the City of Carlsbad's Transportation Demand Management Ordinance. I agree to be contacted should my permit require a TOM plan and understand that an approved TOM plan is a condition of permit issuance. Applicant ~are-F.:-;::~ :::-===::======~ Name: Ps.te.r Cho :=J Date B~;:i._/4'7? 1 Phone No.: 213.216.8180 8 ( City of Carlsbad CLIMATE ACTION PLAN (CAP) COMPLIANCE CAP Building Plan Template 8-55 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov The following summarizes project compliance with the applicable Climate Action Plan ordinances of the Carlsbad Municipal Code and California Green Building Standards Code (CALGreen), current version. The following certificate shall be Included on the plans for all building permits that are required to comply with the CAP measures: 1. ENERGY EFFICIENCY APPLICABLE: □YES [i] NO Complies with CMC 18.30.060 or 18.21.050 0 Yes O N/A Existing Structure, year built: ____ _ Prepared Energy Audit? Q es 0 No Energy Score: _____ _ Efficiency Measures included in scope: 2. PHOTOVOLTAICSYSTEMAPPLICABLE: □YES [ljNO Compiles with CMC section 18.30.040 and 2022 California Energy Code section 1S0.l(c)l4 D Yes OJA Size of PV system (kWdc): Sizing PV by load calculations O Yes O No If by Load Calculations: Total calculated electrical load: 80% of load: Exception Requested Exception Approved BYes ~ Yes O No 3. ALTERNATIVE WATER HEATING SYSTEM APPLICABLE: □ YES [i] NO 4. 5. Complies with CMC sections 18.30.020 18.20.030 and/or 18.30.050? Alternative Source: C Electric c Passive Solar Exception Requested Exception Approved ELECTRIC VEHICLE (EV) CHARGING APPLICABLE: D Yes 0 Yes Om Complies section with CMC 18.21.030? Panel Upgrade? 0 Yes ON/A D Yes 0 No Required ~rovided Total EV Parking Spaces: No. of EV Capable Spaces: No. of EV Ready Spaces: No. of EV Installed Spaces: Hardship Requested Hardship Approved ----r::Fes □Yes TRAFFIC DEMAND MANAGEMENT APPLICABLE: Compliant? TOM Report on file with city?