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HomeMy WebLinkAbout1303 CASSINS ST; ; CBR2023-4009; PermitBuilding Permit Finaled Print Date: 03/03/2025 Job Address: Permit Type: Parcel#: Valuation: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: Project Title: 1303 CASSINS ST, BLDG-Residential 2156901500 $12,334.96 Residential Permit CARLSBAD, CA 92011-4857 Work Class: Track#: Lot#: Project#: Plan#: Construction Type: Orig. Plan Check#: Plan Check#: Alteration Permit No: Status: (cityof Carlsbad CBR2023-4009 Closed -Finaled Applied: 08/22/2023 Issued: 03/04/2024 Finaled Close Out: 03/03/2025 Final Inspection: 10/25/2024 INSPECTOR: de Roggenbuke, Dirk Description: ENGLERT: REMODEL LOFT AREA INTO NEW BEDROOM AND CLOSET (214 SF); MINOR PERRI METER WALL AND FENCE IMPROVEMENTS Applicant: COASTAL LAND SOLUTIONS SEAN ENGLERT 1303 CASSI NS ST CARLSBAD, CA 92011-4857 (760) 230-6025 x202 FEE BUILDING PLAN CHECK Property Owner: SC E SEPARATE PROPERTY 1303 CASSI NS ST CARLSBAD, CA 92011-4857 BUILDING PLAN REVIEW-MINOR PROJECTS (LOE) BUILDING PLAN REVIEW -MINOR PROJECTS (PLN) REMODEL-RESIDENTIAL-OTHER 581473 -GREEN BUILDING STATE STANDARDS FEE STRONG MOTION -RESIDENTIAL (SM IP) Total Fees: $1,191.30 Total Payments To Date: $1,191.30 Balance Due: AMOUNT $336.70 $197.00 $104.00 $551.00 $1.00 $1.60 $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitat ion has previously otherwise expired. Building Division Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov ( City of Carlsbad RESIDENTIAL BUILDING PERMIT APPLICATION B-1 Plan Check Est. Value PC Deposit Date c:.-e,~ zo~ -'-\-0 09 .$"-\2. l~~'\. -"\b Job Address 1303 Cassins Street Unit: N/A APN:215-690-15 -----· CT /Project#: 90-36, Aviara Planning Area 26 South Unit No. 2 Lot#: 51 Year Built: _1_9_97 ________ _ BRIEF DESCRIPTION OF WORK: Remodel loft area (214 S.F.) into new bedroom #4 and closet and minor perimeter wall and fence improvements 0 New SF: Living SF, _____ Deck SF, ____ Patio SF, ____ Garage SF __ _ Is this to create an Accessory Dwelling Unit? OY O N New Fireplace? O YON , if yes how many? ___ _ ri'Remodel:214 SF of affected area Is the area a conversion or change of use? O YO N 0 Pool/Spa: _____ SF Additional Gas or Electrical Features? ____________ _ □Solar: KW,. ___ Modules, Mounted:ORoofOGround, Tilt: 0Y0N, RMA:OY ON, Battery:OYC N, Panel Upgrade: Ov ON Electric Meter number: ____________ _ Other: APPLICANT (PRIMARY CONTACT) Name: Sean Englert PROPERTY OWNER Address: 1303 Cassins Street City: Carlsbad State:._C_A __ Zip: 92011 Phone: (858) 229-9077 Email:sean@coastal-land-solutions.com DESIGN PROFESSIONAL Name: Logan Anderson, Marcela and Logan Arch. Address: 1106 Second Street #561 City: Encinitas State:_C_A __ Zip: 92024 Phone:(619) 807-0640 Email: logan@marcelalogan.com Architect State License: C-34208 ------------ Name: Same as primary contact Address:. ___________________ _ City: __________ State:. ___ Zip: ____ _ Phone:. ____________________ _ Email: ____________________ _ CONTRACTOR OF RECORD Business Name: N/A -----------------Address: __________________ _ City: _______ State: ___ Zip: ______ _ Phone: __________________ _ Email: ___________________ _ CSLB License #: _______ Class: _______ _ Carlsbad Business License# (Required):. _______ _ APPLICANT CERTIFICATION: I certify that I have read the application ond state that the above information is correct and that the information of the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. NAME(PRINT): '9-liJ» {::I' !J,U,f<f SIGN:~ 1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 DATE: fb/4 ,z,/-zo t.J Email: Building@carlsbadca.gov REV. 04/22 THIS PAGE REQUIRED AT PERMIT ISSUANCE PLAN CHECK NUMBER: ______ _ A BUILDING PERMIT CAN BE ISSUED TO EITHER A STATE LICENSED CONTRACTOR OR A PROPERTY OWNER. IF THE PERSON SIGNING THIS FORM IS AN AGENT FOR EITHER ENTITY AN AUTHORIZATION FORM OR LETTER IS REQUIRED PRIOR TO PERMIT ISSUANCE. (OPTION A): LICENSED CONTRACTOR DECLARATION: I herebyaffirm under penaltyof perj ury that I am licensed under provisions of Chapter9 (commencing with Section 7000)of Division 3 of the Business and Professions Code, and my license is in full f orce and effect. I alsoaf firm under penalty of perjury one of the following declarations (CHOOSE ONE): D I have and will maintain a certificate of co~sent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. Policy No .. __________________________________________ _ -OR- D I have and will maintain worker's compensation, 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: Insurance Company Name: ______________________ _ Policy No. ______________________________ Expiration Date: ________________ _ -OR- D Certificate of Exemption: 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. WARNING: Failure to secure workers compensation coverage is unlawful and shall subject an employer to criminal penalties and civil fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name:. ______________________ Lender's Address: ______________________ _ CONTRACTOR CERT/FICA TION: The applicant certifies that all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roads, and utilities/utility easements. All proposed modifications and/or additions are clearly labeled on the site plan. Any potentially existing detail within these plans inconsistent with the site plan are not approved for construction and may be required to be altered or removed. The city's approval of the application is based on the premise that the submitted documents and plans show the correct dimensions of; the property, buildings, structures and their setbacks from property lines and from one another; access roads/easements, and utilities. The existing and proposed use of each building as stated is true and correct; all easements and other encumbrances to development have been accurately shown and labeled as well as all on-site grading/site preparation. All improvements existing on the property were completed in accordance with all regulations in existence at the time of their construction, unless otherwise noted. NAME (PRINT): Note: If the person signing above is an authorized agent for the contractor rovide a letter of authorization on contractor letterhead, __________ SIGNATURE: __________ DATE: ______ _ (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt f rom Contractor's License Law f or the following reason : D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). _J)R- Eiif'1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). -OR- DI am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: AND, ~ORM B-61 "Owner Builder Acknowledgement and Verification Form" is required for any permit issued to a property owner. By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the improvements covered by this permit, I cannot legally sell a structure that I have built as an owner-builder if it has not been constructed in its entirety by licensed contractors./ understand that a copy of the applicable law, Section 7044of the Business and Professions Code, is available upon request when this application is submitted or at the f ollowing Web site: http:Ilwww.leginfo.ca.gov/ ca/aw.html. OWNER CERT/FICA TION: The applicant certifies that all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roads, and utilities/utility easements. All proposed modifications and/or additions are clearly labeled on the site plan. Any potentially existing detail within these plans inconsistent with the site plan are not approved for construction and may be required to be altered or removed. The city's approval of the application is based on the premise that the submitted documents and plans show the correct dimensions of; the property, buildings, structures and their setbacks from property lines and from one another; access roads/easements. and utilities. The existing and proposed use of each building as stated is true and correct; all easements and other encumbrances to development have been accurately shown and labeled as well as all on-site grading/site preparation. All improvements existing on the property were completed in accordance with all regulations ,n existence at the time of their construction, unless otherwise noted ~'~~~h!P!'.:~~',,, '::!:'., •=~,;,~ ~!L, " ,rt 5!~~; ,,~., ,rt '•"~ATE: 'o(zz/p, r;J 1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Email: Building@carlsbadca.gov REV. 04/22 { City of Carlsbad OWNER-BUILDER ACKNOWLEDGEMENT FORM B-61 Development Services Building Division 1635 Faraday Avenue 442-339-2719 www .ca rlsbadca .gov OWNER-BUILDER ACKNOWLEDGMENT FORM Pursuant to State of California Health and Safety Code Section 19825-19829 To: Property Owner An application for construction permit(s) has been submitted in your name listing you as the owner-builder of the property located at: Site Address 1303 Cassins Street The City of Carlsbad ("City") is providing you with this Owner-Builder Acknowledgment and Verification form to inform you of the responsibilities and the possible risks associated with typical construction activities issued in your name as the Owner-Builder. The City will not issue a construction permit until you have read and initialed your understanding of each provision in the Property Owner Acknowledgment section below and sign the form. An agent of the owner cannot execute this notice unless you, the property owner, complete the Owner's Authorized Agent form and it is accepted by the City of Carlsbad. INSTRUCTIONS: Please read and initial each statement below to acknowledge your understanding and verification of this information by signature at the bottom of the form. These are very important construction related acknowledgments designed to inform the property owner of his/her obligations related to t he requested permit activities. I. t;e,€" I understand a frequent practice of unlicensed contractors is to have the property owner obtain an "Owner- Builder" building permit that erroneously implies that the property owner is providing his or her own labor and material personally. I, as an Owner-Builder, may be held liable and subject to serious financial risk for any injuries sustained by an unlicensed contractor and his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an Owner-Builder and am aware of the limits o f my insurance coverage for injuries to workers on my property. II. ~(£ I understand building permits are not required t o be signed by property owners unless they are responsible for the construction and are not hiring a licensed contractor to assume t his responsibility. 111. ~<£ I understand as an "Owner-Builder" I am the responsible party of record on the permit . I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having t he permit filed in his or her name instead of my own. IV. SCG I understand contractors are required by law to be licensed and bonded in California and to list their license numbers on permits and contracts. V. S'l~ I understand if I employ or otherwise engage any persons, other t han California licensed contractors, and the total value of my construction is at least five hundred dollars ($500), including labor and materials, I may be considered an "employer" under state and federal law. 1 REV. 08/20 Owner-Builder Acknowledgement Continued VI. ~ I understand if I am considered an "employer" under state and federal law, I must register with the state and federal government, withhold payroll taxes, provide workers' compensation disability insurance, and contribute to unemployment compensation for each "employee." I also understand my failure to abide by these laws may subject me to serious financial risk. VII. ~ I understand under California Contractors' State License Law, an Owner-Builder who builds single-family residential structures cannot legally build them with the intent to offer them for sale, unless all work is performed by licensed subcontractors and the number of structures does not exceed four within any calendar year, or all of the work is performed under contract with a licensed general building contractor. VIII. <Jte, I understand as an Owner-Builder if I sell the property for which this permit is issued, I may be held liable for any financial or personal injuries sustained by any subsequent owner(s) which result from any latent construction defects in the workmanship or materials. IX. J(£ I understand I may obtain more information regarding my obligations as an "employer" from the Internal Revenue Service, the United States Small Business Administration, the California Department of Benefit Payments, and the California Division of Industrial Accidents. I also understand I may contact the California Contractors' State License Board (CSLB) at 1-800-321--CSLB (2752) or www.cslb.ca.gov for more information about licensed contractors. X. <,~ I am aware of and consent to an Owner--Builder building permit applied for in my name, and understand that I am the party legally and financially responsible for proposed construction activity at the following address: 1-003 t74<!s,rJs. s-<11.erl XI. !;C(? I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern Owner-Builders as well as employers. XII. Sc,€ I agree to notify the issuer of t his form immediately of any additions, deletions, or changes to any of the information I have provided on this form. Licensed contractors are regulated by laws designed to prot ect the public. If you contract with someone who does not have a license, the Contractor's State License Board may be unable to assist you with any financial loss you may sustain as a result of a complaint. Your only remedy against unlicensed Contractors may be in civil court. It is also important for you to understand that if an unlicensed Contractor or employee of that individual or firm is injured while working on your property, you may be held liable for damages. If you obtain a permit as Owner- Builder and wish to hire contractors, you will be responsible for verifying whether or not those contractors are properly licensed and the status of their workers' compensation coverage. Before a building permit can be issued, this form must be completed, signed by the property owner and returned to the City of Carlsbad Building Division. I declare under penalty of perjury that I have read and understand all aj the information provided an this form and that my responses, including my authority to sign this form, is true and correct. I am aware that I have the option to consult with legal counsel prior to signing this form, and I have either (1) consulted with /ego/ counsel prior to signing this form or (2) hove waived this right in signing this form without the advice of legal counsel. Property Owner Name (PRINT) 2 REV. 08/20 PERMIT INSPECTION HISTORY for (CBR2023-4009) Permit Type: Work Class: Status: Scheduled Date 10/25/2024 BLDG-Residential Application Date: 08/22/2023 Alteration Issue Date: Closed -Finaled Expiration Date: Actual Start Date IVR Number: Inspection Type Inspection No. Checklist Item Are erosion control BMPs functioning properly? Are perimeter control BMPs maintained? Is the entrance stabilized to prevent tracking? Have sediments been tracked on to the street? Has trash/debris accumulated throughout the site? Are portable restrooms properly positioned? Do portable restrooms have secondary containment? COMMENTS 10/25/2024 BLDG-Final Inspection Checklist Item 265693-2024 COMMENTS BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final 03/04/2024 03/24/2025 51490 Inspection Status Passed Monday, March 3, 2025 Owner: TRUSTS CE SEPARATE PROPERTY Subdivision: CARLSBAD TCT#90-36 UNIT#02 Address: 1303 CASSINS ST CARLSBAD, CA 92011-4857 Primary Inspector Reinspection Inspection Dirk de Roggenbuke Passed Yes Yes Yes Yes Yes Yes Yes Passed Yes Yes Yes Yes Yes Complete Page 2 of 2 Building Permit Inspection History Finaled {cityof Carlsbad PERMIT INSPECTION HISTORY for (CBR2023-4009) Permit Type: BLDG-Residential Application Date: 08/22/2023 Owner: TRUSTS CE SEPARATE PROPERTY Work Class: Alteration Issue Date: 03/04/2024 Subdivision: CARLSBAD TCT#90-36 UNIT#02 Status: Closed -Finaled Expiration Date: 03/24/2025 Address: 1303 CASSINS ST IVR Number: 51490 CARLSBAD, CA 92011-4857 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 06/25/2024 06/25/2024 BLDG-84 Rough 252823-2024 Passed Dirk de Roggenbuke Complete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-34 Rough Electrical Yes 07/08/2024 07/08/2024 BLDG-17 Interior 254172-2024 Passed Dirk de Roggenbuke Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 08/06/2024 08/06/2024 BLDG-11 256926-2024 Passed Dirk de Roggenbuke Complete Foundatlon/Ftg/Piers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-SW-Inspection 257165-2024 Partial Pass Dirk de Roggenbuke Re inspection Incomplete Checklist Item COMMENTS Passed Are erosion control BMPs Yes functioning properly? Are perimeter control BMPs Yes maintained? Is the entrance stabilized to Yes prevent tracking? Have sediments been tracked Yes on to the street? Has trash/debris accumulated Yes throughout the site? Are portable restrooms Yes properly positioned? Do portable restrooms have Yes secondary containment? 09/24/2024 09/24/2024 BLDG-12 Steel/Bond 262097-2024 Passed Dirk de Roggenbuke Complete Beam Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-SW-Inspection 262106-2024 Partial Pass Dirk de Roggenbuke Reinspection Incomplete Monday, March 3, 2025 Page 1 of 2 Transmittal Letter December 8, 2023 City of Carlsbad Community Development Department -Building Division 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review: Residential -Remodel Address: 1303 Cassins St., Carlsbad CA Applicant Name: Sean Englert Applicant Email: sean@coastal-land-solutions.com True North COMPLIANCE SERVICES SECOND REVIEW City Permit No: CBR2023-4009 True North No.: 23-018-801 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. I. Drawings: Two (2) copies dated March 14, 2023, by Marcela & Logan Architects. 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: Scope of Work: Floor Area: Notes: NIA Confirmed Confirmed 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: Bryan Montes -Plan Review Engineer True North Compliance Services, Inc. 3939 Atlantic Avenue Suite 224, Long Beach, CA 90807 T / 562. 733.8030 Residential -Remodel 1303 Cassins St December 8, 2023 ARCHITECTURAL COMMENTS: City of Carlsbad-SECOND REVIEW City Penn it No.: CBR2023-4009 True North No.: 23-018-801 Page3 A I. On sheet A00I: The site plan shows new alterations to the existing site walls. Please provide additional construction information and drawings on the plans for the proposed construction of the site walls. Provide supporting structural calcualtions, if necessary. Please revise. PC2. Comment remains. The structutra/ calculations provided/or the site and retaining walls do not correlate with the structural details shown on new sheet SJ. Provide new structural and construction details/or all new/altered walls and coordinate them with the structural calcs. (i.e. retained soil height, reinforcement type, etc.) Please revise. Additional comments may arise upon resubmitta/ of the required documents. A2. On sheet A IO I, please address the following: a) Provide top and bottom attachment details at the proposed interior 2x walls on the plans. Please revise. PC2. Comment remains. No response provided and required information could not be located on the plans. Please provide top and bottom attachment details at the proposed interior 2x walls on the plans. Please revise. MECHANICAL COMMENTS: No comments. ELECTRICAL COMMENTS: No comments. PLUMBING COMMENTS: No comments. GREEN BUILDING COMMENTS: No comments. ENERGY COMPLIANCE COMMENTS: No comments. Residential -Remodel 1303 Cassins St December 8, 2023 ARCHITECTURAL COMMENTS: City of Carlsbad-SECOND REVIEW City Permit No.: CBR2023-4009 True North No.: 23-018-801 Page3 A I. On sheet A00 I: The site plan shows new alterations to the existing site walls. Please provide additional construction information and drawings on the plans for the proposed construction of the site walls. Provide supporting structural calcualtions, if necessary. Please revise.NOTES AND INFO ADDED TO A00I PC2. not Comment remains. Tlte structutral calculations provided for the site and retaining walls do correlate with the structural details shown on new sheet SJ. Provide new structural. and construction details for all new/altered walls and coordinate tltem with the structural ca/cs. (i.e. retained soil height, reinforcement type, etc.) Please revise. Additional comments may arise upon resubmittal of the required documents.SHEET A00I NOTES ADDED REF. TO SHEET SI; WE CALLED A2. On sheet A 101 , please address the following: AND ASKED FOR CLARIFICATION. PLEASE CALL AL SIMEONE DIRECTLY AT 858-245-3128 WI ANY COMMENTS. a) Provide top and bottom attachment details at the proposed interior 2x walls on the plans. Please revise. PC2. Comment remains. No response provided and required information could not be located on the plans. Please provide top and bottom attachment details at the proposed interior 2x walls on the plans. Please revise. SEE DETAIL "A" ON SHT. A IOI THAT WAS ADDED. IN)BEDJ ~ MECHANICAL COMMENTS: No comments. ELECTRICAL COMMENTS: No comments. PLUMBING COMMENTS: No comments. GREEN BUILDING COMMENTS: No comments. ENERGY COMPLIANCE COMMENTS: No comments. Transmittal Letter August 30, 2023 City of Carlsbad Community Development Department -Building Division 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review: Residential -Remodel Address: 1303 Cassius St., Carlsbad CA Applicant Name: Sean Englert Applicant Email: sean@coastal-land-solutions.com rfrt1e North COMPLIANCE SERVICES FIRST REVIEW City Pennit No: CBR2023-4009 True North No.: 23-018-801 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. I. Drawings: Two (2) copies dated March 14, 2023, by Marcela & Logan Architects. 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: Scope of Work: Floor Area: Notes: NIA Confirmed Confirmed 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: Bryan Montes -Plan Review Engineer True North Compliance Services, Inc. 3939 Atlantic Avenue Suite 224, Long Beach, CA 90807 T / 562.733.8030 Residential -Remodel 1303 Cassins St. August 30, 2023 Plan Review Comments City of Carlsbad-FIRST REVIEW City Penn it No.: CBR2023-4009 True North No.: 23-018-801 Page 2 Please do not resubmit plans until all departments have completed their reviews. For status, please contact building1,l. carlsbadca.go, Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). Corrected sets can be submitted as follows: Deliver THREE corrected sets of plans and TWO corrected calculations/reports directly to the City of Carlsbad Building Division, 1635 Faraday Ave., Carlsbad, CA 92008, (442) 339-2719. The city will route the plans to True North, Planning and Land Development Engineering Departments (if applicable) 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 !BC, 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 infonnation. 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. J and CBPC 6735. This item will be verified prior to plan approval. OCCUPANCY & BUILDING SUMMARY: Occupancy Groups: Occupant Load: Type of Construction: Sprinklers: Stories: Area of Work (sq. ft.): R-3 NIA V-8 No Two 214 sq. ft. Residential -Remodel 1303 Cassius St. August 30, 2023 City of Carlsbad-FIRST REVIEW City Permit No.: CBR2023-4009 True North No.: 23-018-801 Page3 ARCHITECTURAL COMMENTS: A I. A2. A3. A4. Some plans are not signed. Per the California Business and Professions Code 5536.1, please have the Architect-of-Record (AOR) sign every sheet of the plans. The Architect-of-Record's (AOR) stamp on the plans is outdated/expired. Please restamp. On sheet A00l: The site plan shows new alterations to the existing site walls. Please provide additional construction information and drawings on the plans for the proposed construction of the site walls. Provide supporting structural calcualtions, if necessary. Please revise. I .. • I -; . .; I , • • .. • , '---.. "'' , -:-:,:, , • /· •• , .. -:';h__ • , I/ •, .. .,.fr: -;~, / • " .... :,.., •• -• ~~··,' °"'(. • • . • '-'» • .... ---~_, "' ,-,,, I .... , ,;,..:. ~-I ·' :"""--......_ "''-......,_ -~~. ...., ..... " ' On sheet A 10 I, please address the following: a) Provide top and bottom attachment details at the proposed interior 2x walls on the plans. Please revise. b) Provide/show a smoke detector in the area leading into the new bedroom, per CRC R314.3. c) Provide/show a carbon monoxide alarm in the area leading into the new bedroom, per CRC R3 l 5.3. d) ls the following ajuliette balcony? Indicate on the plans and address the following: i) Revise the plans show an emergency escape and rescue opening in the new bedroom complying with the requirements of CRC R3 I 0.1. Currently, the opening at the juliette balcony does not work as it is not maintained free of obstructions, per CRC R3 I 0.1. l. Please revise. MECHANICAL COMMENTS: No comments. ELECTRICAL COMMENTS: E 1. On sheet A I 01: Indicate/show AFC! protection at all the new bedroom receptacle outlets. Please revise. . ,. Residential -Remodel 1303 Cassins St. August 30, 2023 PLUMBING COMMENTS: No comments. GREEN BUILDING COMMENTS: No comments. ENERGY COMPLIANCE COMMENTS: Tl. On sheet A 101, please address the following comments: City of Carlsbad-FIRST REVIEW City Penn it No.: CBR2023-4009 True North No.: 23-018-801 Page4 a) Revise plan to show the new interior lighting fixtures at the bedroom to be equipped with dimming controls, per CEnergyC 150.0 (K)(2)(F) b) For the proposed exterior lighting, specify luminaires to be high efficacy and shall meet the following requirements, as applicable per CEnergyC 150.0(k)(3): i) Controlled by a manual ON and OFF switch that does not override to ON the automatic actions of Items b) or c) below; and ii) Controlled by photocell and motion sensor. Controls that override to ON shall not be allowed unless the override automatically reactivates the motion sensor within 6 hours; or iii) Controlled by one of the following methods: ( 1) Photocontrol and automatic time switch control. (2) Astronomical time clock. (3) Energy management control system. STRUCTURAL COMMENTS: No comments. lfyou have any questions regarding the above comments, please contact Bryan Montes via emait bryanm@tncservices.com or telephone (562) 733-8030. [END) Residential -Remodel 1303 Cassius St. August 30, 2023 City of Carlsbad-FIRST REVIEW City Permit No.: CBR2023-4009 True North No.: 23-018-801 Page3 ARCHITECTURAL COMMENTS: A l. A2. A3. A4. Some plans are not signed. Per the California Business and Professions Code 5536.1 , please have the Architect-of-Record (AOR) sign every sheet of the plans. ALL SHEETS NOW SIGNED The Architect-of-Record's (AOR) stamp on the plans is outdated/expired. Please restamp. DATE UPDATED On sheet A00 l: The site plan shows new alterations to the existing site walls. Please provide additional construction information and drawings on the plans for the proposed construction of the site walls. Provide supporting structural calcualtions, if necessary. Please revise. I Mltn _, ....... On sheet A I 01 , please address the following: a) Provide top and bottom attachment details at the proposed interior 2x walls on the plans. Please revise. b) c) d) Provide/show a smoke detector in the area leading into the new bedroom, per CRC R3 I 4.3. COMBINATION CARBON MONOXIDE / SMOKE DETECTOR ADDED Provide/show a carbon monoxide alann in the area leading into the new bedroom, per CRC R3 I 5.3. COMBINATION CARBON MONOXIDE/ SMOKE DETECTOR ADDED Is the following ajuliette balcony? Indicate on the plans and address the following: i) Revise the plans show an emergency escape and rescue opening in the new bedroom complying with the requirements of CRC R3 I 0.1. Currently, the opening at the juliette balcony does not work as it is not maintained free of obstructions, per CRC R3 l 0.1 . l. Please revise. Juliette balcony? ... EXISTING BALCONY IS A JULIETTE BALCONY. EXISTING WINDOWS WERE DEFINED AS 24" x 48", BUT ARE ACTUALLY 30" x 60". WINDOW SCHEDULE UPDATED TO REFLECT THIS EGRESS-COMPLIANT SIZE MECHANICAL COMMENTS: No comments. ELECTRICAL COMMENTS: El . On sheet A IO I: Indicate/show A FCI protection at all the new bedroom receptacle outlets. Please revise. MAJORITY OF BEDROOM RECEPTACLES ARE EXISTING, AFCI NOTATION ADDED TO NEW Residential -Remodel 1303 Cassins St. August 30, 2023 PLUMBING COMMENTS: No comments. GREEN BUILDING COMMENTS: No comments. ENERGY COMPLIANCE COMMENTS: TI. On sheet A IO 1, please address the fo llowing comments: City of Carlsbad-FIRST REVIEW City Permit No.: CBR2023-4009 True North No.: 23-018-80 I Page4 a) Revise plan to show the new interior lighting fixtures at the bedroom to be equipped with dimming controls, per CEnergyC 150.0 (K)(2)(F) DIMMER NOTATION ADDED TO LIGHT SWITCH b) For the proposed exterior lighting, specify luminaires to be high efficacy and shall meet the fo llowing requirements, as applicable per CEnergyC I 50.0(k)(3): NOTES ADDED TO A101 i) Controlled by a manual ON and OFF switch that does not override to ON the automatic actions of Items b) or c) below; and ii) Controlled by photocell and motion sensor. Controls that override to ON shall not be allowed unless the override automatically reactivates the motion sensor within 6 hours; or iii) Controlled by one of the following methods: (I) Photocontrol and automatic time switch control. (2) Astronomical time clock. (3) Energy management control system . STRUCTURAL COMMENTS: No comments. If you have any questions regarding the above comments, please contact Bryan Montes via email bryanm@tncservices.com or telephone (562) 733-8030. (END) SIMEONE DESIGN STRUCTURAL ANALYSIS 297 HILLCREST DRIVE LEUCADIA, CA I Cantilevered Retaining Wall Project Title: Engineer: Project ID: Project Descr: UC# : KW-06016334, Build:20.23.08.30 AL SIMEONE DESIGN ENGLERT RESIDENCE INTERIOR MODIFICATIOI AS 22-090 STRUCTURAL ANALYSIS Project File: 22-090 ENGLERT.ec6 (c) ENERCALC INC 1983-2023 DESCRIPTION: ENGLERT SITE/RETAINING WALL NO FTG IN EASEMENT Code Reference; Calculations per IBC 2021 1807.3, ASCE 7-16 Criteria Retained Height 2.50 ft Wall height above soil = 5.00 ft Slope Behind Wall = 0.00 Height of Soil over Toe 12.00 in Water table above bottom of footing = 0.0 ft Surcharge Loads Surcharge Over Heel 100.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 Used for Sliding & Overturning Axial Load Applied to Stem Axial Dead Load Axial Live Load Axial Load Eccentricity = 0.0 lbs 0.0 lbs O.O in Soil Data Allow Soil Bearing = 1,500.0 psf Equivalent Fluid Pressure Method Active Heel Pressure = 35.0 psf/ft Passive Pressure Soil Density, Heel Soil Density, Toe FootingllSoil Friction Soil height to ignore for passive pressure 150.0 psf/ft = 110.00 pcf 110.00 pcf 0.400 12.00 in Lateral Load Applied to Stem Lateral Load ... Height to To~ ... Height to Bottom = Load Type Wind on Exposed Stem = (Strength Level) 0.0 #/ft 0.00 ft 0.00 ft Wind (W) (Service Level) 30.0 psf :j Adjacent Footing Load Adjacent Footing Load Footing Width Eccentricity Wall to Fig CL Dist Footing Type Base Above/Below Soil at Back of Wall Poisson's Ratio 0.0 lbs 0.00 ft = 0.00 in = 0.00 ft Spread Footing 0.0 ft 0.300 SIMEONE DESIGN STRUCTURAL ANALYSIS 297 HILLCREST DRIVE LEUCADIA, CA I Cantilevered Retaining Wall Project Title: Engineer: Project ID: Project Descr: ENGLERT RESIDENCE INTERIOR MODIFICATIOI AS 22-090 STRUCTURAL ANALYSIS Project File: 22-090 ENGLERT.ec6 UC#: KW-06016334, Build:20.23.08.30 AL SIMEONE DESIGN (c) ENERCALC INC 1983-2023 DESCRIPTION: ENGLERT SITE/RETAINING WALL NO FTG IN EASEMENT Design Summary Stem Construction Bottom Stem OK Design Height Above Ftg ft= 0.00 Wall Stability Ratios Wall Material Above 'Ht" = Masonry Overturning 2.84 OK Design Method ASD SD SD Sliding 2.42 OK Thickness 8.00 Global Stability 5.36 Rebar Size # 4 Rebar Spacing = 16.00 Total Bearing Load = 1,915 lbs Rebar Placed at = Center ... resultant ecc. 8.37 in Design Data Eccentricity outside middle third fb/FB + fa/Fa = 0.749 Soil Pressure@ Toe = 1,446 psf OK Total Force @ Section Soil Pressure @ Heel = 0 psf OK Service Level lbs= 278.9 Allowable 1,500 psf Strength Level lbs= Soil Pressure Less Than Allowable Moment. ... Actual ACI Factored @ Toe = 2,025 psf Service Level ft-#= 640.6 ACI Factored @ Heel O psf Strength Level ft-#= Footing Shear @ Toe o.o psi OK Moment. .... Allowable 854.2 Footing Shear @ Heel 1.1 psi OK Shear ..... Actual Allowable = 75.0 psi Service Level psi= 3.0 Sliding Cales Strength Level psi= Lateral Sliding Force 390.5 lbs Shear ..... Allowable psi= 45.5 less 100% Passive Force 177.1 lbs Anet (Masonry) in2= 91.50 less 100% Friction Force = -766.0 lbs Wall Weight psf= 78.0 Added Force Req'd 0.0 lbs OK Rebar Depth 'd' in= 3.81 ... .for 1.5 Stability 0.0 lbs OK Masonry Data Vertical component of active lateral soil pressure IS fm psi= 1,500 NOT considered in the calculation of soil bearing Fs psi= 20,000 Solid Grouting Yes Load Factors Modular Ratio 'n' 21.48 Building Code Equiv. Solid Thick. in= 7.63 Dead Load 1.200 Masonry Block Type Live Load 1.600 Masonry Design Method ASD Earth,H 1.600 Concrete Data Wind,W 1.600 fc psi= Seismic, E 1.000 Fy psi= SIMEONE DESIGN STRUCTURAL ANALYSIS 297 HILLCREST DRIVE LEUCADIA, CA I Cantilevered Retaining Wall Project Title: Engineer: Project ID: Project Descr: ENGLERT RESIDENCE INTERIOR MODIFICATIOI AS 22-090 STRUCTURAL ANALYSIS Project File: 22-090 ENGLERT.ec6 UC#: KW-06016334, Build:20.23.08.30 AL SIMEONE DESIGN (c) ENERCALC INC 1983-2023 DESCRIPTION: ENGLERT SITE/RETAINING WALL NO FTG IN EASEMENT Footing Data Toe Width Heel Width Total Footing Width Footing Thickness Key Width Key Depth Key Distance from Toe 0.00 ft 3.16 3.16 10.00in 0.00 in 0.00 in 0.00 ft fc = 2,500 psi Fy = 40,000 psi 150.00 pcf 0.0018 Footing Concrete Density Min. As% Cover@ Top 2.00 @ Btm.= 3.00 in Footing Design Results lli .l::l.ttl Factored Pressure Mu': Upward Mu' : Downward 2,025 O psf 0 991 ft-# 0 2,255 ft-# 0 OK 1,264 ft-# OK Mu: Design phiMn = OK -Flush 5,235 Actual 1-Way Shear = Allow 1-Way Shear 0.00 1.05 psi 0.00 75.00 psi Toe Reinforcing Heel Reinforcing = Flush toe condition. No reinforcing required. # 5@ 16.00 in Key Reinforcing None Spec'd Footing Torsion, Tu Footing Allow. Torsion, phi Tu 0.00 ft-lbs 0.00 ft-lbs If torsion exceeds allowable, provide supplemental design for footing torsion. Other Acceptable Sizes & Spacings Toe: Flush toe condition. No reinforcing required. Heel: #4@ 11.11 in, #5@ 17.22 in, #6@ 24.44 in, #7@ 33.33 in, #8@43.88 in, #9@ 55.55 in, #10@ 70.55 in Key: No key defined Min footing T&S reinf Area Min footing T&S reinf Area per foot If one layer of horizontal bars: #4@ 11.11 in #5@ 17.22 in #6@ 24.44 in 0.68 in2 0.22 in2 tft If two layers of horizontal bars· #4@22.22 in #5@ 34.44 in #6@48.89 in SIMEONE DESIGN STRUCTURAL ANALYSIS 297 HILLCREST DRIVE LEUCADIA. CA Project Title: Engineer: ENGLERT RESIDENCE INTERIOR MODIFICATIOI AS Project ID: 22-090 Project Descr: STRUCTURAL ANALYSIS Cantilevered Retaining Wall UC#: KW-06016334, Build:20.23.08.30 AL SIMEONE DESIGN DESCRIPTION: ENGLERT SITE/RETAINING WALL NO FTG IN EASEMENT Summary of Overturning & Resisting Forces & Moments Item HL Act Pres (ab water tbl) HL Act Pres (be water tbl) Hydrostatic Force Buoyant Force Surcharge over Heel Surcharge Over Toe Adjacent Footing Load = Added Lateral Load Load @ Stem Above Soil = Total ..... OVERTURNING ..... Force Distance Moment lbs ft ft-# 194.4 1.11 216.0 106.1 1.67 176.8 90.0 5.83 525.0 390.5 O.T.M. 917.8 Soil Over HL (ab. water tbl) Soil Over HL (bel. water tbl) Water Table Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = • Axial Live Load on Stem Soil Over Toe = Surcharge Over Toe Stem Weight(s) = Earth@ Stem Transitions= Footing Weight = Key Weight = Project File: 22-090 ENGLERT.ec6 (c) ENERCALC INC 1983-2023 .... -RESISTING ..... Force Distance Moment lbs ft ft-# 685.7 1.91 1.91 249.3 1.91 585.0 0.33 395.0 1.58 1,311.9 1,311 .9 477.1 195.0 624.1 Resisting/Overturning Ratio Vertical Loads used for Soil Pressure = 2.84 1,915.0 lbs Vert. Component _= ____ _ Total= 1,915.0 lbs R.M.= 2,608.1 • Axial live load NOT included in total displayed, or used for overturning resistance, but is included for soil pressure calculation. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Overturning Resistance. Tilt Horizontal Deflection at Top of wan due to settlement of son (Deflection due to wall bending not considered) Soil Spring Reaction Modulus Horizontal Defl @ Top of Wall (approximate only) 250.0 pci 0.095 in The above calculation is not valid if the heel soil bearing pressure exceeds that of the toe because the wan would then tend to rotate into the retained soil. SIMEONE DESIGN STRUCTURAL ANALYSIS 297 HILLCREST DRIVE LEUCADIA, CA I Cantilevered Retaining Wall Project Title: Engineer: Project ID: Project Descr: UC#: KW-06016334, Build:20.23.08.30 AL SIMEONE DESIGN ENGLERT RESIDENCE INTERIOR MODIFICATIOI AS 22-090 STRUCTURAL ANALYSIS Project File: 22-090 ENGLERT.ec6 (c) ENERCALC INC 1983-2023 DESCRIPTION: ENGLERT SITE/RETAINING WALL NO FTG IN EASEMENT Rebar Lap & Embedment Lengths Information stem Pes;an Segment· Bottom Stem Design Height: 0.00 ft above top of footing Calculated Rebar Stress, fs = 14998.67 psi Lap Splice length for #4 bar specified in this stem design segment (25.4.2.4a) = Development length for #4 bar specified in this stem design segment = Hooked embedment length into footing for #4 bar specified in this stem design segment = As Provided = As Required = 20.00 in 15.00 in 3.94 in 0.1500 in2/ft 0.1131 in2/ft SIMEONE DESIGN STRUCTURAL ANALYSIS 297 HILLCREST DRIVE LEUCADIA, CA Project Title: Engineer: Project ID: Project Descr: ENGLERT RESIDENCE INTERIOR MODIFICATIOI AS 22-090 STRUCTURAL ANALYSIS Project File: 22-090 ENGLERT.ec6 I Cantilevered Retaining Wall UC#: KW-06016334, Build:20.23.08.30 AL SIMEONE DESIGN (c) ENERCALC INC 1983-2023 DESCRIPTION: ENGLERT SITE/RETAINING WALL NO FTG IN EASEMENT a· w/#4@ 16" Solid Grout #5@16" @Heel • Clear Cover : 3.5625" 3'-2" 3'-2" ·• • 72. ~ s·-0· 7'-6" 2·-e· SIMEONE DESIGN STRUCTURAL ANALYSIS 297 HILLCREST DRIVE LEUCADIA, CA Project Title: ENGLERT RESIDENCE INTERIOR MODIFICATIOI Engineer: AS Project ID: 22-090 Project Descr: STRUCTURAL ANALYSIS Project File: 22-090 ENGLERT.ec6 I Cantilevered Retaining Wall UC#: KW-06016334, Build:20.23.08.30 AL SIMEONE DESIGN (c) ENERCALC INC 1983-2023 DESCRIPTION: ENGLERT SITE/RETAINING WALL NO FTG IN EASEMENT 30.00psf (Strength-Level) Pp= 100.00psf 2'-8" 391# ■ Lateral earth pressure due to the soil BELOW water tablE SIMEONE DESIGN STRUCTURAL ANALYSIS 297 HILLCREST DRIVE LEUCADIA, CA Project Title: Engineer: Project ID: Project Descr: ENGLERT RESIDENCE INTERIOR MODIFICATIOI AS 22-090 STRUCTURAL ANALYSIS J Cantilevered Retaining Wall Project File: 22-090 ENGLERT.ec6 UC#: KW-06016334, Build:20.23.08.30 AL SIMEONE DESIGN (c) ENERCALC INC 1983-2023 DESCRIPTION: ENGLERT SITE/RET WALL NO FTG IN EASE & NO SURCHARGE Code Reference: Calculations per IBC 2021 1807.3, ASCE 7-16 Criteria Retained Height Wall height above soil Slope Behind Wall = Height of Soil over Toe Water table above bottom of footing Surcharge Loads 2.50 ft 5.00 ft 0.00 12.00 in 0.0 ft Surcharge Over Heel = 0.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe 0.0 Used for Sliding & Overturning Axial Load Applied to Stem Axial Dead Load = Axial Live Load = Axial Load Eccentricity 0.0 lbs 0.0 lbs 0.0 in Soil Data Allow Soil Bearing = 1,500.0 psf Equivalent Fluid Pressure Method Active Heel Pressure = 35.0 psf/ft Passive Pressure Soil Density, Heel Soil Density, Toe Footingl!Soil Friction Soil height to ignore for passive pressure 150.0 psf/ft 110.00 pcf = 110.00 pcf 0.400 12.00 in Lateral Load Applied to Stem Lateral Load = ... Height to Toi: ... Height to Bottom = Load Type Wind on Exposed Stem = (Strength Level) 0.0 #/ft 0.00 ft 0.00 ft Wind (W) (Service Level) 30.0 psf Adjacent Footing Load Adjacent Footing Load Footing Width Eccentricity Wall to Ftg CL Dist Footing Type Base Above/Below Soil at Back of Wall Poisson's Ratio 0.0 lbs = 0.00 ft 0.00 in 0.00 ft Spread Footing 0.0 ft 0.300 SIMEONE DESIGN STRUCTURAL ANALYSIS 297 HILLCREST DRIVE LEUCADIA, CA Project Title: Engineer: Project ID: Project Descr: ENGLERT RESIDENCE INTERIOR MODIFICATIOI AS 22-090 STRUCTURAL ANALYSIS Cantilevered Retaining Wall Project File: 22-090 ENGLERT.ec6 UC#: KW-06016334, Build:20.23.08.30 AL SIMEONE DESIGN (c) ENERCALC INC 1983-2023 DESCRIPTION: ENGLERT SITE/RET WALL NO FTG IN EASE & NO SURCHARGE Design Summary Stem Construction Bottom Stem OK Design Height Above Ftg ft = 0.00 Wall Stability Ratios Wall Material Above 'Ht" = Masonry Overturning = 2.88 OK Design Method = ASD SD SD Sliding = 2.96 OK Thickness = 8.00 Global Stability = 5.29 Rebar Size = # 4 Rebar Spacing 16.00 Total Bearing Load = 1,666 lbs Rebar Placed at = Center ... resultant ecc. 8.95 in Design Data Eccentricity outside middle third fb/FB + fa/Fa = 0.633 Soil Pressure@ Toe 1,331 psf OK Total Force@ Section Soil Pressure @ Heel = 0 psf OK Service Level lbs = 199.4 Allowable 1,500 psf Strength Level lbs= Soil Pressure Less Than Allowable Moment. ... Actual ACI Factored @ Toe 1,863 psf Service Level ft-#= 541.1 ACI Factored@ Heel = O psf Strength Level ft-#= Fooling Shear@ Toe 0.0 psi OK Moment. ... .Allowable 854.2 Footing Shear @ Heel = 0.7 psi OK Allowable = 75.0 psi Shear ..... Actual Service Level psi= 2.2 Sliding Cales Strength level psi= Lateral Sliding Force = 284.4 lbs Shear ..... Allowable psi= 45.5 less 100% Passive Force 177.1 lbs Anet (Masonry) in2 = 91.50 less 100% Friction Force = -666.3 lbs Wall Weight psf= 78.0 Added Force Req'd = 0.0 lbs OK Rebar Depth 'd' in= 3.81 .... for 1.5 Stability 0.0 lbs OK Masonry Data Vertical component of active lateral soil pressure IS rm psi= 1,500 NOT considered in the calculation of soil bearing Fs psi= 20,000 Solid Grouting Yes Load Factors Modular Ratio 'n' 21.48 Building Code Equiv. Solid Thick. in= 7.63 Dead Load 1.200 Masonry Block Type = Live Load 1.600 Masonry Design Method ASD Earth, H 1.600 Concrete Data Wind,W 1.600 re psi= Seismic, E 1.000 Fy psi= SIMEONE DESIGN STRUCTURAL ANALYSIS 297 HILLCREST DRIVE LEUCADIA, CA Project Title: Engineer: Project ID: Project Descr: ENGLERT RESIDENCE INTERIOR MODIFICATIOI AS 22-090 STRUCTURAL ANALYSIS I Cantilevered Retaining Wall Project File: 22-090 ENGLERT.ec6 UC#: KW-06016334, Build:20.23.08.30 Al SIMEONE DESIGN (c) ENERCALC INC 1983-2023 DESCRIPTION: ENGLERT SITE/RET WALL NO FTG IN EASE & NO SURCHARGE Footing Data Toe Width Heel Width Total Footing Width Footing Thickness Key Width Key Depth Key Distance from Toe = fc = 2,500 psi Fy = Footing Concrete Density = 0.00 ft 3.16 3.16 10.00in 0.00 in 0.00 in 0.00 ft 40,000 psi 150.00 pcf 0.0018 Min. As% Cover@ Top 2.00 @ Btm.= 3.00 in Footing Design Results Factored Pressure Mu': Upward Mu' : Downward Mu: Design phiMn Actual 1-Way Shear Allow 1-Way Shear Toe Reinforcing Heel Reinforcing Key Reinforcing Footing Torsion, Tu ~ Uul 1,863 0 psf 0 769 ft-# 0 1,691 ft-# 0 OK 923 ft-# OK OK -Flush 5,235 0.00 0.65 psi 0.00 75.00 psi = Flush toe condition. No reinforcing required. = # 5@ 16.00 in None Spec'd Footing Allow. Torsion, phi Tu 0.00 ft-lbs 0.00 ft-lbs If torsion exceeds allowable, provide supplemental design for footing torsion. Other Acceptable Sizes & Spacings Toe: Flush toe condition. No reinforcing required. Heel: #4@ 11.11 in, #5@ 17.22 in, #6@ 24.44 in, #7@ 33.33 in, #8@ 43.88 in, #9@ 55.55 in, #1 0@ 70.55 in Key: No key defined Min footing T&S reinf Area Min footing T&S reinf Area per foot If one layer of horizontal bars· #4@ 11.11 in #5@ 17.22 in #6@24.44 in 0.68 in2 0.22 in2 tft If two layers of horizontal bars: #4@22.22 in #5@34.44 in #6@48.89 in SIMEONE DESIGN STRUCTURAL ANALYSIS 297 HILLCREST DRIVE LEUCADIA, CA Project Title: Engineer: ENGLERT RESIDENCE INTERIOR MODIFICATIOI AS Project ID: 22-090 Project Descr: STRUCTURAL ANALYSIS Cantilevered Retaining Wall Project File: 22-090 ENGLERT.ec6 UC#: KW-06016334, Build:20.23.08.30 AL SIMEONE DESIGN (c) EN RCALC INC 1983-2023 DESCRIPTION: ENGLERT SITE/RET WALL NO FTG IN EASE & NO SURCHARGE Summary of Overturning & Resisting Forces & Moments ..... OVERTURNING ..... Force Distance Moment Item HL Act Pres (ab water tbl) HL Act Pres (be water tbl) Hydrostatic Force Buoyant Force Surcharge over Heel = Surcharge Over Toe Adjacent Footing Load = Added Lateral Load = Load @ Stem Above Soil = Total Resisting/Overturning Ratio lbs ft ft-# 194.4 1.11 216.0 90.0 5.83 525.0 284.4 O.T.M. 741.0 Soil Over HL (ab. water tbl) Soil Over HL (bel. water tbl) Water Table Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = • Axial Live Load on Stem Soil Over Toe = Surcharge Over Toe Stem Weight(s) = Earth@ Stem Transitions= Footing Weigh1 = Key Weight Vert. Component . .... RESISTING ..... Force Distance Moment lbs ft ft-# 685.7 585.0 395.0 1.91 1.91 0.33 1.58 1,311.9 1,311.9 195.0 624.1 Vertical Loads used for Soil Pressure = 2.88 1,665.7 lbs Total= 1,665.7 lbs R.M.= 2,131 .0 Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Overturning Resistance. Tilt • Axial live load NOT included in total displayed, or used for overturning resistance, but is included for soil pressure calculation. Horizontal Deflection at Top of wan dye to settlement of soil (Deflection due to wall bending not considered) Soil Spring Reaction Modulus Horizontal Defl @ Top of Wall (approximate only) 250.0 pci 0.088 in The above calculatjon is not valid if the heel soil bearing pressure exceeds that of the toe. because the wan would then tend to rotate into the retained soil SIMEONE DESIGN STRUCTURAL ANALYSIS 297 HILLCREST DRIVE LEUCADIA, CA Project Title: Engineer: Project ID: Project Descr: ENGLERT RESIDENCE INTERIOR MODIFICATIOI AS 22-090 STRUCTURAL ANALYSIS I Cantilevered Retaining Wall Project File: 22-090 ENGLERT.ec6 UC#: KW-06016334, Bulld:20.23.08.30 AL SIMEONE DESIGN (c) ENERCALC INC 1983-2023 DESCRIPTION: ENGLERT SITE/RET WALL NO FTG IN EASE & NO SURCHARGE Rebar Lap & Embedment Lengths Information Stem Desiga Segment· Bottom Stem Design Height: 0.00 ft above top of footing Calculated Rebar Stress, fs = 12670.55 psi Lap Splice length for #4 bar specified in this stem design segment (25.4.2.4a) = Development length for #4 bar specified in this stem design segment = Hooked embedment length into footing for #4 bar specified in this stem design segment = As Provided = As Required = 20.00 in 12.67 in 3.94 in 0.1500 in2/ft 0.0954 in2/ft SIMEONE DESIGN STRUCTURAL ANALYSIS 297 HILLCREST DRIVE LEUCADIA, CA Project Title: ENGLERT RESIDENCE INTERIOR MODIFICATIOI Engineer: AS Project ID: 22-090 Project Descr: STRUCTURAL ANALYSIS I Cantilevered Retaining Wall Project File: 22-090 ENGLERT.ec6 LIC#: KW-06016334, Build:20.23.08.30 AL SIMEONE DESIGN (c) ENERCALC INC 1983-2023 DESCRIPTION: ENGLERT SITE/RET WALL NO FTG IN EASE & NO SURCHARGE 8" w/#4@ 16" Solid Grout #5@16" @Heel Clear Cover : 3.5625" 3'-2" 3'-2" 5'-0" 2'-6" SIMEONE DESIGN STRUCTURAL ANALYSIS 297 HILLCREST DRIVE LEUCADIA, CA Project Title: ENGLERT RESIDENCE INTERIOR MODIFICATIOI Engineer: AS Project ID: 22-090 Project Oescr: STRUCTURAL ANALYSIS I Cantilevered Retaining Wall Project File: 22-090 ENGLERT.ec6 UC#: KW-06016334, Build:20.23.08.30 AL SIMEONE DESIGN (c) ENERCALC INC 1983-2023 DESCRIPTION: ENGLERT SITE/RET WALL NO FTG IN EASE & NO SURCHARGE 30.00psf (Strength-Level) Pp= 2'-6" 284# ■ Lateral earth pressure due to the soil BELOW water tablE SIMEONE DESIGN STRUCTURAL ANALYSIS 297 HILLCREST DRIVE LEUCADIA, CA Cantilevered Retaining Wall Project Title: Engineer: Project ID: Project Descr: UC#: W--0 016334, uild:20.23.08.30 AL IM I DESCRIPTION: ENGLERT RETAINING WALL NO FTG IN EASEMENT Code Reference: Calculations per IBC 2021 1807.3, ASCE 7-16 Criteria Retained Height = 2.50 ft Wall height above soil 0.25 ft Slope Behind Wall = 0.00 Height of Soil over Toe = 12.00 in Water table above bottom of footing = 0.0 ft Surcharge Loads Surcharge Over Heel = 100.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe 0.0 Used for Sliding & Overturning Axial Load Applied to Stem Axial Dead Load = Axial Live Load Axial Load Eccentricity 0.0 lbs 0.0 lbs 0.0 in Soil Data Allow Soil Bearing = 1,500.0 psf Equivalent Fluid Pressure Method Active Heel Pressure = 35.0 psf/ft Passive Pressure Soil Density, Heel Soil Density, Toe Footingl!Soil Friction Soil height to ignore for passive pressure 150.0 psf/ft 110.00 pct = 110.00pcf 0.400 12.00 in Lateral Load Applied to Stem Lateral Load = ... Height to Top = ... Height to Bottom Load Type Wind on Exposed Stem = (Strength Level) 0.0 #/ft 0.00 ft 0.00 ft Wind (W) (Service Level) o.o psf ENGLERT RESIDENCE INTERIOR MODIFICATIOI AS 22-090 STRUCTURAL ANALYSIS Project File: 22-090 ENGLERT.ec6 • • • • Adjacent Footing Load Adjacent Footing Load Footing Width Eccentricity Wall to Fig CL Dist Footing Type Base Above/Below Soil at Back of Wall Poisson's Ratio = 0.0 lbs = 0.00 ft = 0.00 in = 0.00 ft Spread Footing 0.0 ft 0.300 SIMEONE DESIGN STRUCTURAL ANALYSIS 297 HILLCREST DRIVE LEUCADIA, CA Cantilevered Retaining Wall Project Title: Engineer: Project ID: Project Descr: ENGLERT RESIDENCE INTERIOR MODIFICATIOI AS 22-090 STRUCTURAL ANALYSIS Project File: 22-090 ENGLERT.ec6 LIC#: W-06016334, Bulld:20.23.08.30 AL SIMEONE DESIGN (c) ENERCALC INC 1983-2023 DESCRIPTION: ENGLERT RETAINING WALL NO FTG IN EASEMENT Design Summary Stem Construction Bottom Stem OK Design Height Above Ftg ft= 0.00 Wall Stability Ratios Wall Material Above "Ht" Masonry Overturning 2.52 OK Design Method ASD SD SD Sliding 1.87 OK Thickness = 8.00 Global Stability 5.07 Rebar Size # 4 Rebar Spacing 16.00 Total Bearing Load = 965 lbs Rebar Placed at = Center ... resultant ecc. = 4.59 in Design Data Eccentricity outside middle third fb/FB + fa/Fa = 0.223 Soil Pressure@ Toe 1,042 psf OK Total Force @ Section Soil Pressure @ Heel = 0 psf OK Service Level lbs= 188.9 Allowable 1,500 psf Strength Level lbs= Soil Pressure Less Than Allowable Moment.. .. Actual ACI Factored @ Toe = 1.458 psf Service Level ft-#= 190.6 ACI Factored @ Heel = O psf Strength Level ft-#= Footing Shear @ Toe 0.0 psi OK Moment. .... Allowable 854.2 Footing Shear @ Heel = 3.3 psi OK Allowable = 75.0 psi Shear ..... Actual Service Level psi= 2.1 Sliding Cales Strength Level psi= Lateral Sliding Force = 300.5 lbs Shear ..... Allowable psi= 44.3 less 100% Passive Force 177.1 lbs Anet (Masonry) in2 = 91 .50 less 100% Friction Force = -385.8 lbs Wall Weight psf= 78.0 Added Force Req'd = 0.0 lbs OK Rebar Depth 'd' in= 3.81 ... .for 1.5 Stability 0.0 lbs OK Masonry Data Vertical component of active lateral soil pressure IS rm psi= 1,500 NOT considered in the calculation of soil bearing Fs psi= 20,000 Solid Grouting Yes Load Factors Modular Ratio 'n' 21.48 Building Code Equiv. Solid Thick. in= 7.63 Dead Load 1.200 Masonry Block Type Live Load 1.600 Masonry Design Method ASD Earth,H 1.600 Concrete Data Wind,W 1.600 re psi= Seismic, E 1.000 Fy psi= SIMEONE DESIGN STRUCTURAL ANALYSIS 297 HILLCREST DRIVE LEUCADIA, CA Cantilevered Retaining Wall Project Title: Engineer: Project ID: Project Descr: ENGLERT RESIDENCE INTERIOR MODIFICATIOI AS 22-090 STRUCTURAL ANALYSIS Project File: 22-090 ENGLERT.ec6 UC#: KW-060163 , Build:20.23.08.30 AL SIMEONE DESIGN (c) ENERCALC INC 1983-2023 DESCRIPTION: ENGLERT RETAINING WALL NO FTG IN EASEMENT Footing Data Toe Width Heel Width Total Footing Width 0.00 ft 2.00 2.00 Footing Thickness 10.00 in Key Width 0.00 in Key Depth 0.00 in Key Distance from Toe = 0.00 ft fc = 2,500 psi Fy = 40,000 psi Footing Concrete Density = 150.00 pcf Min. As % = 0.0018 Cover@ Top 2.00 @ Btm.= 3.00 in Footing Design Results 12A .1:1.u.1 Factored Pressure = 1,458 0 psf Mu': Upward Mu' : Downward Mu: Design phiMn Actual 1-Way Shear Allow 1-Way Shear Toe Reinforcing Heel Reinforcing Key Reinforcing Footing Torsion. Tu 0 218 ft-# 0 711 ft-# 0 OK 493 ft-# OK OK -Flush 5,235 0.00 3.34 psi 0.00 75.00 psi Flush toe condition. No reinforcing required. = # 5 @ 16.00 in = None Spec'd Footing Allow. Torsion, phi Tu 0.00 ft-lbs 0.00 fl-lbs If torsion exceeds allowable, provide supplemental design for footing torsion. Other Acceptable Sizes & Spacings Toe: Flush toe condition. No reinforcing required. Heel: #4@ 11.11 in, #5@ 17.22 in, #6@24.44 in, #7@ 33.33 in, #8@43.88 in, #9@ 55.55 in, #1 0@ 70.55 in Key: No key defined Min footing T&S reinf Area Min footing T&S reinf Area per foot If one !ayer of horizontal bars: #4@ 11.11 in #5@ 17.22 in #6@24.44 in 0.43 in2 0.22 in2 1ft If two layers of horizontal bars: #4@22.22 in #5@34.44 in #6@48.89 in SIMEONE DESIGN STRUCTURAL ANALYSIS 297 HILLCREST DRIVE LEUCADIA, CA Project Title: Engineer: ENGLERT RESIDENCE INTERIOR MODIFICATIOI AS Project ID: 22-090 Project Descr: STRUCTURAL ANALYSIS Cantilevered Retaining Wall UC#: KW-06016334, Build:20.23.08.30 AL SIMEONE DESIGN DESCRIPTION: ENGLERT RETAINING WALL NO FTG IN EASEMENT Summary of Overturning & Resisting Forces & Moments ..... OVERTURNING ..... Force Distance Moment Item HL Act Pres (ab water tbl) HL Act Pres (be water tbl) Hydrostatic Force Buoyant Force Surcharge over Heel = Surcharge Over Toe Adjacent Footing Load = Added Lateral Load Load @ Stem Above Soil = Total Resisting/Overturning Ratio lbs ft ft-# 194.4 1.11 216.0 106.1 1.67 176.8 300.5 O.T.M. 392.8 Soil Over HL (ab. water tbl) Soil Over HL (bel. water tbl) Water Table Sloped Soil Over Heel Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = • Axial Live Load on Stem = Soil Over Toe Surcharge Over Toe Stem Weight(s) Earth @ Stem Transitions= Footing Weight = Key Weight = Vert. Component Project File: 22-090 ENGLERT.ec6 (c) ENE CALC INC 1983-2023 ..... RESISTING ..... Force Distance Moment lbs ft ft-# 366.7 133.3 214.5 250.0 1.33 1.33 1.33 0.33 1.00 488.9 488.9 177.8 71.5 250.0 Vertical Loads used for Soil Pressure = 2.52 964.5 lbs Total = 964.5 lbs R.M.= 988.2 Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Overturning Resistance. Tilt • Axial live load NOT included in total displayed, or used for overturning resistance, but is included for soil pressure calculation. Horizontal Deflection at Top of wan due to settlement of soil (Deflection due to wall bending not considered) Soil Spring Reaction Modulus Horizontal Dell @ Top of Wall (approximate only) 250.0 pci 0.040 in The above calculation is not valid if the heel soil bearing pressure exceeds that of the toe because the wan would then tend to rotate into the retained soil. SIMEONE DESIGN STRUCTURAL ANALYSIS 297 HILLCREST DRIVE LEUCADIA, CA I Cantilevered Retaining Wall Project Title: Engineer: Project ID: Project Descr: UC#: KW-06016334, Build:20.23.08.30 AL SIMEONE DESIGN DESCRIPTION: ENGLERT RETAINING WALL NO FTG IN EASEMENT Rebar Lap & Embedment Lengths Information Stem Design Segment· Bottom Stem Design Height: 0.00 ft above top of footing Calculated Rebar Stress, ts= 4462.24 psi Lap Splice length for #4 bar specified in this stem design segment (25.4.2.4a) = Development length for #4 bar specified in this stem design segment = Hooked embedment length into footing for #4 bar specified in this stem design segment = As Provided = As Required = ENGLERT RESIDENCE INTERIOR MODIFICATIOI AS 22-090 STRUCTURAL ANALYSIS Project File: 22-090 ENGLERT.ec6 (c) ENERCALC INC 1983-2023 20.00 in 12.00 in 3.94 in 0.1500 in2/ft 0.0334 in2/ft SIMEONE DESIGN STRUCTURAL ANALYSIS 297 HILLCREST DRIVE LEUCADIA, CA Project Title: ENGLERT RESIDENCE INTERIOR MODIFICATIOI Engineer: AS Project ID: 22-090 Project Descr: STRUCTURAL ANALYSIS Project File: 22-090 ENGLERT.ec6 I Cantilevered Retaining Wall UC#: KW-06016334, Build:20.23.08.30 AL SIMEONE DESIGN (c) ENERCALC INC 1983-2023 DESCRIPTION: ENGLERT RETAINING WALL NO FTG IN EASEMENT e· w/#4@ 16" Solid Grout #5@16" @Heel Clear Cover : 3.5625" • 2'-0" 2'-0" J T 2" 1 2'-6" 2'-9" SIMEONE DESIGN STRUCTURAL ANALYSIS 297 HILLCREST DRIVE LEUCADIA, CA I Cantilevered Retaining Wall Project Title: ENGLERT RESIDENCE INTERIOR MODIFICATIOI Engineer: AS Project ID: 22-090 Project Descr: STRUCTURAL ANALYSIS Project File: 22-090 ENGLERT.ec6 LIC#: KW-06016334, Build:20.23.08.30 AL SIMEONE DESIGN (c) ENERCALC INC 1983-2023 DESCRIPTION: ENGLERT RETAINING WALL NO FTG IN EASEMENT 100.00psf 301# 1'-10" ■ Lateral earth pressure due to the soil BELOW water table MORTAR CAP ~ :::E . st I ~ in . II Cl) :::E :I: (X) II z :I: :i . Cl) I N I- :,,: EDGE OF FOOTING PLAN H=8'-0" H=5'-4" H=3'-8" 12· ELEVATION LAYOUT LINE ~:,,: :::Eu • 0 st ..J I al TYPICAL SECTION 3'-8" MAX TYPICAL SECTION OVER 5'-4" HORIZONTAL REINF. NOT SHOWN DIMENSIONS AND REINFORCING STEEL H (MAX) 3'-8" 5'-4" T (MIN) o'-8" o·-10· W (MIN) 2·-1 • 3'-1" R o•-g• 1'-2" s 0'-8 1/2" 1'-1/2" K 0'-8" 0'-8" @BARS #4032" #4@32" @BARS --#4032" @BARS ---- @BARS #4032" #4016" ©BARS #4 totol 5 #4 totol 5 MAX TOE 774 psf 1,030 psf PRESSURE NOTES: 1. SEE C-7 AND C-8 FOR ADDITIONAL NOTES AND DETAILS. 2. FILL ALL BLOCK CELLS WITH GROUT. Revision B A proved ORIGINAL Parkinson Reviewed TS T. Stanton Reviewed DH T. Stanton Reviewed RP S. Engeda Dote 2 95 11/15 09/18 03/22 SAN DIEGO REGIONAL STANDARD DRAWING MASONRY RETAINING WALL TYPE 5 (LEVEL BACKFILL) 8'-o· 1 '-0" 4'-3" 1 '-5" 1'-7 1/2" 1 '-0" #4032" #4032" #7016" #4016" #4 total 6 1,660 psf RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE DRAWING NUMBER :J. '24. '2022 C-05 STORM WATER POLLUTION PREVENTION NOTES 1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPs WHEN RAIN IS EMINENT. 2. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SA TISFACTlON OF THE CITY INSPECTOR AFTER EACH RUN-OFF PRODUCING RAINFALL. 3. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY INSPECTOR DUE TO INCOMPLETE GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 4. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PECENT ( 40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 5. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE. 6. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. 7. THE CITY INSPECTOR SHALL HAVE THE AUTHORITY TO ALTER THIS PLAN DURING OR BEFORE CONSTRUCTION AS NEEDED TO ENSURE COMPLIANCE WITH CITY STORM WATER QUALITY REGULATIONS. OWNER'S CERTIFICATE: I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO AVOID THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARLSBAD. 7~1,~ €t1 u '-B12--r SIGNATURE DATE E-29 STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Erosion Control Sediment Control BMPs Tracking Non-Storm Water Waste Management and Materials BMPs Control BMPs Management BMPs Pollution Control BMPs C ..... C C 0 ..., 0 :8 :;:; C C "'C ..., o> 0 Q) "'C Q) "'C "' C 0 0 C C o> E C E C -0 ..... ::, ::, ,Q '6 ·.: a. 0 0 0 E L... L... Q) :!!: "'C "' o> L... Q) ..... ..... ..... C L... ::, >, o> C Q) L... C Q) c "'"' "' 0 ·;:: "-r:T L... 0 C o> Oc, a. Q) ·a. ·.: -C C/l C > L... w '.!; 0 Best Management Practice* ~ C 0 CD L... 0 (I) 0 L... (.!) (I) C :;:; :.c (/) 3: (I) L... Q) 0 C u L... u Q) ..... Q) 0 ..... C: I-"' "'C Q) :!!: C Q) C (BMP) Description ➔ "' 0 Q) (/) E o> Q) o> CD 'o C o> "'C (/) 0 "' ·5 "' C 3:: C 0 :::, '.!; ...., (I) Q) "S :sf Q) Q) ..... 0 0 3: C L... 0 "'Cw "'C >, 0 (J) CC 0 ~ E :;:; L... 0 C 0 0 CD (/) ·-o> 0--Q) ......... u Q) Co o> Q) Q) X :!!: 0 o> Cl C Q) 0:: E 0 ..... N (/) :!:l 0 0 en:;:; Q) Q) C ~~ 0 "a. L...-3:: Q) Q) 0 Q) E .:,,:_ Q) ..... ::, .D E ~ :-= ~ :.= 3: i....:;:; :a u·c ·;:: 0... 0 o> "'C .C C Q) LL Q) ::, ·-"'C C 0 L... 0 .:,,:_ b ..... 0 L... > "'C L... ..... Q) 0 -~ ~ 0 Q) L... Q) 0 "'C 0 0 0 ..., __ a. '6 Q) Q) Q) 0 C .D L... .D 0 ..... 0 ..... ·-0 ..... 0 ..... ~§ •-C L... 0 0 :!:'. 0 0 0 0 o> .Bo .c Q) 0 Q) 0 0 L... Q) .c .D L... bo 0 ..... L... VJ C 0 L... 0 Q) -o..., 0 ..... oo (.!) 3:: WO en vi (/) u Li: (.!) V>> (/) (/) Cl.. VlO:: 3:: Cl.. Cl..O Cl.. >U :!!: (/) :!!: (/) V>U (/) :!!: CASQA Designation ➔ r---co O'l n "<t" r---co 0 N n r---co N n "<t" l[') i"" ~ l[') (0 ~ ~ I I I I I I I I I I I I I I I I I I I I I I u u u u w w w w w w w w 0:: 0:: (/) (/) (/) (/) :!!: i :!!: :!!: :!!: Construction Activity w w w w (/) (/) (/) (/) (/) (/) (/) (/) I-I-z z z z s: 3:: 3:: 3:: Gradina/Soil Disturbance IX X' ~ IX Trenchina/Excavation (WlrLA., Foo!11'1 b) IX IX Stockoilina ( P\>o-r, • .111 rP,,i <;.) 'X IX Drillina/Borina Concrete/Asphalt Sawcuttina Concrete Flatwork Pavina Conduit/Pipe Installation Stucco/Mortar Work~f\1\/ w~u.:) P< Waste Disposal Staaina/Lav Down Area Eauioment Maintenance and Fuelina Hazardous Substance Use/Storaae Dewaterina Site Access Across Dirt Other (list): Instructions: 1. Check the box to the left of all applicable construction activity (first column) expected to occur during construction. 2. Located along the top of the BMP Table is a list of BM P's with it's corresponding California Storm water Quality Association (CASQA) designation number. Choose one or more BMPs you intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP column. 3. Refer to the CASQA construction handbook for information and details of the chosen BMPs and how to apply them to the project. PROJECT INFORMATION Site Address: ______________ _ Assessor's Parcel Number:---------- Emergency Contact: Name: _______________ _ 24 Hour Phone: ____________ _ Construction Threat to Storm Water Quality (Check Box) □ MEDIUM □ LOW Q) ..... (/) 0 3::..., C "' Q) ::, E 0 Q) "'C o> t:;o NC 0 0 :::r: :!!: (0 I :!!: 3:: Q) ..... (/) o ..... ;:il:: C Q) Q) E ..... Q) ~ o> uo CC 0 0 U:!!: co I i Page 1 of 1 REV 11 /17 C City of Carlsbad PURPOSE CLIMATE ACTION PLAN CONSISTENCY CHECKLIST 8-50 Development Services Building Division 1635 Faraday Avenue 442-339-2719 www.carlsbadca.gov 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. 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 G8 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 NIA 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.: Englert Remodel BP No.: Date: 8-22-23 Property Address/APN: 1303 Cassins Street / APN 215-690-15 Applicant Name/Co.: Sean Englert Applicant Address: 1303 Cassins Street Contact Phone: 858-229-9077 Contact Email: sean@coastal-land-solutions.com Contact information of person completing this checklist (if different than above): Name: N/A Company name/address: 8-50 Contact Phone: Contact Email: 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 ___________ _ Construction Type Complete Sectlon(s) Notes: II] Residential D New construction 2A*, 3A*, 4A* *Includes detached, newly constructed ADU D Additions and alterations: ~ BPV < $60,000 N/A All residential additions and alterations D BPV <!: $60,000 1A, 4A 1-2 family dwellings and townhouses with attached garages D Electrical service panel upgrade only only. D BPV <!: $200,000 *Multi-family dwellings only where interior finishes are 1A, 4A* removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are orooosed 2B* *Multi-family dwellings only where <!:$1 ,000,000 BPV AND BPV ~ $1,000,000 affecting <!:75% existing floor area D Nonresidential and hotels/motels D New construction 1 B, 2B, 3B, 4B and 5 D Alterations: D BPV <!: $200,000 or additions ~ 1B, 5 1,000 square feet D BPV <!: $1,000,000 1B,2B,5 Building alterations of~ 75% existing gross floor area <!: 2,000 sq. ft. new roof addition 2B, 5 1 B also applies if BPV <!: $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. I 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 ~ $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 net applicable and exception items, and provide supporting calculations and documentation 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. i] 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. I!! N/A _________ _ D Exception: Home energy score ::: 7 ( attach certification) Year Built Single-tam ily Requirements Multi-family Requirements D Bebe 1978 Select one option: □ Duct sealina □ Attic insulation □ Cool roof D Attic insulation D 1978 and later Select one option: D Liqhtinq packaqe D Waterheatinq packaqe D Between1978-1991 Select one option: □ Duct sealina □ Attic insulation □ Cool roof D 1992 and later Select one option: □ Liahting packaqe □Water-heating packaae 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. D N/A -------- AS.203.1.1 Choose one: □ Outdoor lighting □ Restaurant service water heating (Section 140.5 of the CEC) □ Warehouse dock seal doors □ Daylight design PAFs □ Exhaust air heat recovery □ NIA _______ _ AS.203.1.2.1 Choose one: □ .95 Energy budget (Projects with indoor lighting OR mechanical) □ .90 Energy budget {Projects with indoor lighting AND mechanical) □ N/A _______ _ A5.211 . 1 •• D On-site renewable energy: 0 NIA AS.211.3** □ Green power: (lfoffered by local utility provider, 50% minimum renewable sources) □ NIA A5.212.1 □ Elevators and escalators:(Project with more than one elevator or two escalators) 0 N/A A5.213.1 □ Steel framing: (Provide details on plans for options 1-4 chosen) 0 N/A. _______ _ * High-rise residential buildings are 4 or more stories. ** For alterations<!: $1,000,000BPV and 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 2B below) instead. 4 2. Photovoltaic Systems A. 0 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 addnional CFA or SARA #d.u. Calculated kWdc* Exception sheets if necessary) □ 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. □ 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 ~2,000 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) D Gross Floor Area (GFA)Method GFA: Min.System Size: kWd □ If< 10,000s.f. Enter: 5 kWdc □ If ;:: 1 0,000s.f. calculate: 15 kWdc x (GFA/10,000) ** **Round building size factor to nearest tenth, and round system size to nearest whole number. □ 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, hoteVmotel and highrise multifamily 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, hoteVmotel and multifamily additions, alterations or repairs that trigger solar due to the Carlsbad Climate Action Plan will NOT require battery storage. Battery storage is required 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: D Required: 60% of energy needed for service water heating from on-site solar or recovered energy. For systems serving individual units, choose one system: D Single 240-volt heat pump water heater AND compact hot water distribution AND Drain water heat recovery (low-rise residential only) D Single 240-volt heat pump water heater AND PV system .3 kWdc larger than required. D Heat pump water heater meeting NEEA Advanced Water Heating Specification Tier 3 or higher. D Solar water heating system that is either .60 solar savings fraction or 40 s.f. solar collectors D Gas or propane system with a solar water hearing system and recirculation system. For systems serving multiple units, choose one system: D Heat pump water heating system with recirculation loop tank and electric backup. D Solar water heating system that is either: D .20 solar savings fraction D .15 solar savings fraction, plus drain water heat recover OR: D 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. D 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: D Required: Water heating system derives at least 40% of its energy from one of the following: D Solar-thermal D Photovoltaics D Recovered energy D Required: High-capacity service water heating system 2. Water heating system is (choose one): 0 Heat pump water heater D Electric resistance water heater(s) D Solar water heating system with .40 solar savings fraction 3. Hotel/motel: D Required: High-capacity service water heating system (meeting Section 170.2(d) of the CEC) D 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 hotel/motel projects. Refer to Section 18.21 .030 of the CMC and Section 4.106.4 of the GBSC when completing this section. Choose one: □ One and two-family residential dwelling alterations with no electrical panel upgrade (No EV space required) □ ADU (no EV space required when no additional parking facilities are added) □ One and two-family residential dwellings with attached garage and electrical panel upgrade □ One EV Ready parking space required □ Exception: __________ _ □ New and major alterations to multi-family and hotel/motel projects: □ Exception: ________________ _ Tot~ Parking Spaces Proposed EVSE Spaces EV Capable ( 10% of total) I EV Reoov (25% of Total) I EV charqers ( 5% of Total) I I *Major alterations are: (1) for one and two-family dwellings and for town houses with an attached garage, alterations have a bu ilding 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, interior finishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed. B. 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) I EV Ready (optional) I EV Space (optional) I I I Calculation: Refer to the table below: Total Number of Parking Spaces provided Number of required EV Capable Spaces Number of required EVCS Onstalled with EVSE) □ 0-9 1 1 □ 10-25 4 1 □ 26-50 8 2 □ 51-75 13 3 □ 76-100 17 5 El 101-150 25 6 El 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 upto nearest whole number) EVSE Installed= Total EVSE Spaces x .25 (rounded up to nearest whole number) EVSEothermaybe "EV Ready" or "EV Space" 7 5. D Transportation Demand Management (TOM): 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 Office (all)2 20 Restaurant 11 Retail3 8 Industrial 4 Manufacturing 4 Warehousing 4 1 Unless otherwise noted, rates estimated from /TE Trip Generation Manual, 10thEdition 13 11 4.5 3.5 3 1 2 For all office uses, use SANDAG 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 calcylat;ons; 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 Signature: __________ _ Name: ______________ _ Date: ______________ _ Phone No.: _____________ _ 8