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Home My WebLink About1790 RATCLIFF RD; ; CBR2023-5082; PermitBuilding Permit Finaled Residential Permit Print Date: 07/02/2025 Job Address: Permit Type: Parcel#: Valuation: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: Project Title: 1790 RATCLIFF RD, CARLSBAD, CA 92008-1041 BLDG-Residential Work Class: 1S62700400 Track#: $168,706.62 Lot#: Project#: Plan#: Construction Type: Orig. Plan Check#: Plan Check #: Addition Permit No: Status: ("cityof Carlsbad CBR2023-5082 Closed -Finaled Applied: 11/20/2023 Issued: 04/18/2024 Finaled Close Out: 07/02/2025 Final Inspection: 05/09/2025 INSPECTOR: Renfro, Chris Kersch, Tim Description: MENON: INTERIOR REMODEL (600 SF)// ADDITION OF NEW HABITABLE SPACE (601 SF)// NEW PATIO COVER (517 SF) Applicant: CHAMPION PERMITS TIM SEAMAN 112711TH ST IMPERIAL BEACH, CA 91932-2901 (619) 993-8846 FEE BUILDING PLAN CHECK Property Owner: MENON FAMILY 1790 RATCLIFF RD CARLSBAD, CA 92008-1041 BUILDING PLAN REVIEW-M INOR PROJECTS (LOE) BUILDING PLAN REVIEW-M INOR PROJECTS (PLN) PATIO-FRAME WITH COVER REMODEL-RESIDENTIAL-OTHER SB1473 -GREEN BUILDING STATE STANDARDS FEE SFD & DUPLEXES STRONG MOTION -RESIDENTIAL (SMIP) Total Fees: $3,612.93 Total Payments To Date: $3,612.93 Balance Due: AMOUNT $1,248.00 $197.00 $104.00 $115.00 $590.00 $7.00 $1,330.00 $21.93 $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. Fa ilure 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. 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 cA3P-U.i2,3' ?0~ Est. Value i I "1cg-110~ .ft, PC Deposit -j;" I 17.-L/ft', 00 Date I l / w /1,2 Job Address 1790 Ratcliff Rd., Carlsbad, CA 92008 CT /Project#: CBR-2023-5082 Unit: APN: 156-270-04-00 -----· Lot#: LOT 39* Year Built: 1963 ---------- BRIEF DESCRIPTION OF WORK: INTERIOR ALTERATION OF EXISTING HOUSE INCLUDING RELOCATING OFFICE, CREA TING A NEW KITCHEN NOOK AND A NEW BATHROOM. PROPOSED ADDITION OF A MASTER BEDROOM, MASTER CLOSET, MASTER BATHROOM AND EXTENDING THE LIVING ROOM. El New SF : Living SF, 601 sq. ft. Deck SF, ____ Patio SF, 517 sq. ft. Garage SF __ _ Is this to create an Accessory Dwelling Unit? O Y O N New Fireplace? O YON, if yes how many? _1 ___ _ EJ Remodel: 924 sq. ft. SF of affected area Is the area a conversion or change of use? 0 Y (:) N □ Pool/Spa: ____ SF Additional Gas or Electrical Features? ____________ _ □Solar: ___ KW, ___ Modules, Mounted:ORoofOGround, Tilt: 0Y0 N, RMA:OY ON, Battery:OYC N, Panel Upgrade: Ov O>N Electric Meter number: ------------- 0th er: APPLICANT (PRIMARY CONTACT) Name: Todd Turman Address: 142 Stallion Drive City: Oceanside state:_C_A __ .Zip: 92057 Phone: 760-644-7193 Ema ii: tu rmanconstruction@sbcglobal.net DESIGN PROFESSIONAL Name: Studio JJ / Jennifer Johnson Address: 10771 Charbono Terr. City: San Diego State:_C_A __ .Zip: 92131 Phone: 858-220-8870 Email: studiojj@att.net PROPERTY OWNER Name: Satish Menon Address: 1790 Ratcliff Rd. City: Carlsbad Phone·: 650-464-4264 Email: consultmenon@gmail.com CONTRACTOR OF RECORD State:_C_A __ .Zip: 92008 Business Name: Turman Construction Address: 142 Stallion Drive City: Oceanside state: CA Zip:_9_2_0_5_7 ____ _ Phone: 760-644-7193 Email: turmanconstruction@sbcglobal.net Architect State License: 34676 ------------CSLB License#: 7 40293 Class:_B ______ _ Carlsbad Business License # (Required): _______ _ APPLICANT CERT/FICA T/ON: I certify that I have read the application and 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): Todd Turman SIGN:?;°~/~ DATE: 04/15/2024 1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Email: Building@carlsbadca.gov REV. 04122 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 herebyaf f irm under penal tyof perjury that I am licensed under provisions of Chapter 9 ( commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. I alsoaffirm under penalty of perj ury one of the following declarations (CHOOSE ONE}: D I have and will maintain a certificate of consent 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. PolicyNo .. ____________________________________________ _ -OR- 0 1 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: _s_ta_te_Fu_n_d _____________________ 1 Policy No. 1115957 Expiration Date: _s_,2_7,_2_02_4 _______________ 1 -OR- D Certificate of Exemption: I certify that in the performance of the work for which t his 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 CERTIFICA 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): Todd Turman SIGNATURE: 7idd / ~DATE: 4/15/2024 -------------Note: If the person signing above is an authorized agent for the contra t . ·d letter of authorization on contractor letterhead . -OR - (OPTION B): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for 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). -OR- □ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. ~044, 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- D I am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason: AND, D FORM 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 acopyof the applicable law, Section 7044 of the Business and Prof essionsCode, is available upon request when this application is submitted or at the following Web site: http:/ l www.leginfo.ca.gov! ca/aw.html. OINNER CERTIFICATION: 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): SIGN: __________ DATE: _____ _ Note: If the erson si nin above is an authorized a ent for the ro ert owner include form B-62 si ned b ro ert owner. 1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Email: Building@carlsbadca.gov 2 REV. 04/22 PERMIT INSPECTION HISTORY for (CBR2023-5082) Permit Type: BLDG-Residential Application Date: 11/20/2023 Owner: TRUST MENON FAMILY Work Class: Addition Issue Date: 04/18/2024 Subdivision: LEBARR ESTS UNIT# 2 Status: Closed -Finaled Expiration Date: 06/16/2025 Address: 1790 RATCLIFF RD IVR Number: 53394 CARLSBAD, CA 92008-1041 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 12/09/2024 12/09/2024 BLDG-16 Insulation 270442-2024 Passed Chris Renfro Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-27 Shower 270542-2024 Passed Chris Renfro Complete PanfTubs Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 12/17/2024 12/17/2024 BLDG-17 Interior 271191-2024 Passed Chris Renfro Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-18 Exterior 271190-2024 Passed Chris Renfro Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 05/09/2025 05/09/2025 BLDG-Final Inspection 284405-2025 Passed Chris Renfro Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes Wednesday, July 2, 2025 Page 2 of 2 Building Permit Inspection History Finaled {cityof Carlsbad PERMIT INSPECTION HISTORY for (CBR2023-5082) Permit Type: BLDG-Residential Application Date: 11/20/2023 Owner: TRUST MENON FAMILY Work Class: Addition Issue Date: 04/18/2024 Subdivision: LEBARR ESTS UNIT # 2 Status: Closed -Finaled Expiration Date: 06/16/2025 Address: 1790 RATCLIFF RD IVR Number: 53394 CARLSBAD, CA 92008-1 041 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 06/24/2024 06/24/2024 BLDG-SW-Pre-Con 252684-2024 Passed Chris Renfro Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 07/31/2024 07/31/2024 BLDG-21 256507-2024 Passed Chris Renfro Complete Underground/Underflo or Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 08/08/2024 08/08/2024 BLDG-11 257318-2024 Passed Chris Renfro Complete Foundation/Ftg/Piers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 09/20/2024 09/20/2024 BLDG-Electric Meter 261579-2024 Passed Tim Kersch Complete Release Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 09/26/2024 09/26/2024 BLDG-13 Shear 262208-2024 Partial Pass Tim Kersch Relnspection Incomplete Panels/HD (ok to wrap) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 10/30/2024 10/30/2024 BLDG-24 Rough/Topout 266088-2024 Partial Pass Chris Renfro Reinspectlon Incomplete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 11/22/2024 11/22/2024 BLDG-21 268996-2024 Partial Pass Chris Renfro Re inspection Incomplete Underground/Underflo or Plumbing Checklist Item CO MMENTS Passed BLDG-Building Deficiency Partial pass sewer tie in. Double check two Yes branch lines on next inspection. 12/03/2024 12/03/2024 BLDG-84 Rough 269890-2024 Passed Chris Renfro Complete Combo(14,24,34,44) Wednesday, July 2, 2025 Page 1 of 2 City of C.3rlsbad OCT 3 0 2024 ~.~ ct· LJ .qi e:· Cl te-1 ING ~~ .___ __ _ -·-----.A:FrDRID,A.a LE !JJ N:5i'F!'E CT.1:J Na; 760-846-1464 I PO Box 601601 I San Diego I CA 92160 I WWW .AccuTechSD.com I HAVE PROVIDED ON SITE SPECIALCONCRETE STEEL ASSEMBLY/WELDING EPOXY ANCHORS/DOWELS DATE : ~-\ INSPECTION SERVICES FOR THE FOLLOWING ITEMS : PROJECT : ADDRESS : CITY/AHJ: OWNER/Rep : MATERIAL : MASONRY FIREPROOFING SHEAR WALL FRAMING SYSTEM OTHER : PERMIT/FILE: ARCHITECT· ENGINEER: CONTRACTOR : SUBCONTRACTOR : a::=uO THIS REPORT I S ONLY VALID IF REVIEWED AND SIGNED BY ALL PARTIES INDICATING ACCEPTANCE OF,ALL TERMS WAIVING THE RIGHT TO BRING A LAWSUIT OR TAKE LEGAL ACTION AGAINST 'rHE OR ANY HE RELATED ENTITIES . INSPECTOR : JEREMIAH BIETZ -CERTIFICATION : ICC 5006925, SD #74 6 DATE : I HEREBY ACKNOWLEDGE THAT SPECIAL INSPECTION DOES NOT RELIEVE ME ; THE RESPONSIBILITY TO ASSURE THAT ALL WORK IS PERFORMED PER THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE CODES. I HEREBY AGREE TO INDEMNIFY AND HOLD HARMLESS THE INSPECTOR ALONG WITH ANY AND ALL ASSOCIATED ENTITIES FOR ANY AND ALL CLAIMS OF/FOR DAMAGES WHETHER ACCIDENTAL OR INTENTIONAL. I HEREBY RELEASE THE INSPECTOR ALONG WITH ANY AND ALL ASSOCIATED ENTITIES FROM ANY AND ALL CLAIMS KNOWN OR UNKNOWN THAT MAY ARISE, OR MAY HAVE ARISEN, DUE TO THE INSPECTION OF THE ABOVE ITEMS. I HEREBY AGREE TO PAY FOR ANY AND ALL ATTORNEY FEES AND COURT COSTS REGARDLESS OF FINDINGS . I WILL PAY FOR ANY AND ALL JUDGMENTS BROUGHT AGAINST THE INSPECTOR AND/OR ANY RELATED ENTITIES DUE TO ANYTHING RELATED TO THIS PROJECT WHATSOEVER. I CERTIFY THAT I AM PERSONALLY HIS INSPECTED WORK . OWNER: CONTRACTOR: SIGNATURE : DATE: SIGNATURE : DATE : PLEASE SCHEDULE RE-INSPECTION IF NEEDED. ALL WORK PERFORMED IS BILLED IN 4 HOUR INCREMENTS SEE OUR CURRENT RATES RECORD ~n ..A.. c::: c::: LI 1E c:: 1--1 PY AF"F'Cl R C>A.B LE INSPECTIONS ,_ n ,6u 1 \.A 92160 I www.AccuTechSD.com I AccuTechSD@GMAIL.com I I HAVE PROVIDED ON SITE SPECIAL CONCRETE STEEL ASSEMBLY/WELDING md#:~~J~bad INSPECTION SERVICES FOR THE FOLLOWING MASONRY EPOXY DOWELS /Reinforcement ITEMS: Epoxy Dowels for Slab Extension Fi-------· ro oN1011n, SHEAR WALL FRAMING SYSTEM OTHE~j I(' 1 h ,,,,, , r..11 :"""t, ifl' PROJECT: Menon Residence Addition/Remodel ' 'W" """""'\.J PERMIT/FILE: CBR2023-5082 MVU J. V LUL't ADDRESS: 1790 Ratcliff Road llUl " " -''" ARCHITECT: studioJJArchitectureBUILDING DIVISION CITY/AHJ: Carlsbad, CA 92008 nPn~ue~ 10 AW ~GINEER: Lovelace Engineering OWNER/Rep: I . -CONTRACTOR: Todd Turman turmanConstruction@sbcglobal.net MATERIAL: Simpson Set XP Epoxy, ASTM A615/A706 Reinforcement SUBCONTRACTOR: Todd Turman 760-644-7193 The scope of this inspection is to observe the installation Concrete Reinforcement Epoxy Dowels at the 1790 Ratcliff Rd. Project Remodel Addition. The size of Dowels, Spacing and 6" Embed Depth are found on 8/SS (attached). The location of these Slab dowels is on the east side back exterior of the existing residence. The holes for the dowels were drilled horizontally into the vertical face of the existing Slab. The intended purpose of these new dowels is for Slab reinforcement as well as joining the existing Slab to new Slab. The contractor used tubes of Simpson Set XP Epoxy with an expiration date of 5/20/26. I verified that the holes were drilled to the proper diameter and depth and cleaned with a bottle brush and compressed air. The installer followed the epoxy manufacture's Recommended installation procedures in accordance with Data sheet and with ICC ESR-2508. No discrepancies were noted, and the contractor adhered to plans. The contractor paid with check II 6074 to Accutech. THIS REPORT IS ONLY VALID IF REVIEWED AND SIGNED BY ALL PARTIES INDICATING ACCEPTANCE OF ALL TERMS WAIVING THE RIGHT TO BRING A LAWSUIT OR TAKE LEGAL ACTION AGAINST THE INSPECTOR, ACCUTECH, OR ANY OTHER RE~D ENTITIES._ / INSPECTOR: I Rocco Brunetti SIGNATURE: ((~:)._,.--1 '// r-..// ,,,,.._ ~ ,,. __ ,>-/ CERTIFICATION: lcw, 24052011 AC/ 01369770, 1cc 8563081, s.D.1330 DATE: jAug. 6, 2024 , I HEREBY ACKNOWLEDGE THAT SPECIAL INSPECTION DOES NOT RELIEVE ME; THE CONTRACTOR OR OWNERS REPRESENTATIVE OF MY RESPONSIBILITY TO ASSURE THAT ALL WORK IS PERFORMED PER THE APPROVED PLANS, SPECIFICATIONS AND APPLICABLE CODES. I HEREBY AGREE TO INDEMNIFY AND HOLD HARMLESS THE INSPECTOR ALONG WITH ANY AND ALLASSOOATED ENTITIES FOR ANY AND All CLAIMS OF/FOR DAMAGES WHETHER ACCIDENTAL OR INTENTIONAL I HEREBY RELEASE THE INSPECTOR ALONG WITH ANY AND ALL ASSOCIATED ENTITIES FROM ANY AND ALL CLAIMS KNOWN OR UNKNOWN THAT MAY ARISE, OR MAY HAVE ARISEN, DUE TO THE INSPECTION OF THE ABOVE ITEMS. I HEREBY AGREE TO PAY FOR ANY AND All ATTORNEY FEES AND COURT COSTS REGARDLESS OF FINDINGS. I WILL PAY FOR ANY AND ALLJUDGMENTS BROUGHT AGAINST THE INSPECTOR AND/OR ANY RELATED ENTITIES DUE TO ANYTHING RELATED TO THIS PROJECT WHATSOEVER. I CERTIFY THAT I AM PERSONALLY RESPONSIBLE FOR THIS INSPECTED WORK. OWNER: CONTRACTOR: SIGNATURE: !DATE: I SIGNATURE: loATE: I PLEASE SCHEDULE RE-INSPECTION IF NEEDED. ALL WORK PERFORMED IS BILLED IN 4 HOUR INCREMENTS SEE OUR CURRENT RATES RECORD ~ c:: C::: LI I E C: J-t A F"F"OROA BLE t N SPEC:Tl ~0N S ,ty of Carlsbad Wost Elevation -~-•-=-·~ ---~ ----~ M •• r--:.;;.: -- AUG 10 2024 ILDING DIVISION _c_o_NT __ . t_,N_T __ . .., FO,..,....OTI...,N_o ___ (j) - ~s_H_e.A __ R_W_A..,;;;;L_L_T_o....,.,e.>_FT ..... c_,._=<~B • - January 31, 2024 City of Carlsbad Community Development Department -Building Division 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review: Residential Addition & Remodel Address: 1790 Ratcliff Rd Applicant Name: Tim Seaman Applicant Email: tim@championpermits.com OCCUPANCY AND BUILDING SUMMARY: Occupancy Groups: R-3/U Occupant Load: N/ A Type of Construction: Y-B Sprinklers: No Stories: One Area of Work (sq. ft.): Addition: 601 sq. ft. Remodel: 924 sq. ft. The plans have been reviewed for coordination with the perm it application. Valuation: Confirmed Scope of Work: Confirmed Floor Area: Confirmed Attn: Building & Safety Department, Trt1e North COMPLIANCE SERVICES City of Carlsbad -FINAL REVIEW C ity Permit No: CBR2023-5082 True No1th No.: 23-018-1 168 True No1th Compli ance Serv ices, Inc. has completed the final review of the following documents for the project referenced above on behalf of the City of Carl sbad: I. 2. 3. 4. Drawings: One (I) copy dated December 20, 2023, by JJ Studio Architecture and Design. Structural Calculations: One ( 1) copy dated January 10, 2024, by Love Lace Engineering. Geotechnical Repo1t: One (1) copy dated December 29, 2023, by Sierra Geotechnical Services, Inc. Other Documents: One (I) copy dated December 22, 2023, by City of Carlsbad. The 2022 Cali fornia 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 Californ ia 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. True North Compliance Services, Inc. 8369 Vickers Street, Suite 207, San Diego, CA 92111 T / 562.733.8030 We have enclosed the above noted documents bearing our review stamps for your use. Please call if you have any questions or if we can be of further assistance. Sincerely, True North Compliance Services Review By: Mulh am Hweidi -Plan Review Engineer Quality Review By: Alaa Atassi -Plan Review Engineer Transmittal Letter January 21, 2024 City of Carlsbad Community Development Department -Building Division 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review: Residential Addition & Remodel Address: 1790 Ratcliff Rd, Carlsbad CA Applicant Name: Tim Seaman Applicant Email: - _.:J True North . .,. . COMPLIANCE SE RVICES SECOND REVIEW City Permit No: CBR2023-5082 True North No.: 23-018-1168 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. 2. Drawings: Electronic copy dated December 20, 2023, by JJ Studio. Structural Calculations: Electronic copy dated January 10, 2024, by Miles T. Lovelace. 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: 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: Mulham Hweidi -Plan Review Engineer Quality Review By: Alaa Atassi -Plan Review Engineer True North Compliance Services, Inc. 8369 Vickers Street, Suite 207, San Diego, CA 92111 T / 562. 733.8030 Residential Addition & Remodel 1790 Ratcliff Rd January 21, 2024 City of Carlsbad-SECOND REVIEW City Permit No.: CBR2023-5082 True North No.: 23-018-11 68 Page2 Plan Review Comments HARD COPY -RESUBMITT AL 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. 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, 163 5 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 INFORM.A TION: 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: Occupant Load: Type of Construction: Sprinklers: Stories: Area of Work (sq. ft.): R-3/U NIA V-B No One Addition: 601 sq. ft. Remodel: 924 sq. ft. Residential Addition & Remodel 1790 Ratcliff Rd January 21, 2024 ARCHITECTURAL COMMENTS: No comments. MEP COMMENTS: No comments. GREEN BUILDING COMMENTS: No comments. ENERGY COMPLIANCE COMMENTS: City of Carlsbad-SECOND REVIEW City Permit No.: CBR2023-5082 True North No.: 23-018-1168 Page3 T2. Revise plan to show at least one lurninairc in the bathrooms to be controlled by a vacancy sensor. CEnergyC 150.0(k)2(E) PC2: Please update the switch symbol to specify using the vacancy sensor in the bathroom. T3. Revise plan to show interior lighting fixtures that are not controlled by occupancy or vacancy sensors to be equipped with dimming controls. CEnergyC 150.0 (K)(2)(F) PC2: Please update the switch symbol to specify using dimmers iii interior lighting fLXtures that are not controlled by occupancy or vacancy sensors. STRUCTURAL COMMENTS: Sl. As per city form B64, a soils report is required for all additions. Submit a soils report and incorporate the recommendations of the report into the design. a) Provide the geotechnical engineer's stamp and signature on the foundation plan and all sheets containing foundation details confirming that the foundation plan, details, and specifications have been reviewed and that it has been determined that the recommendations in the geotcchnical report are properly incorporated into the plans. PC2: A soils report has not been a part of the 2"d submittal. Comments remain. If you have any questions regarding the above comments, please contact Alaa Atassi via email alaa@tncservices.com, or telephone (562) 733-8030. [END) Transmittal Letter November 23, 2023 City of Carlsbad Community Development Department -Building Division 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review: Residential Addition & Remodel Address: 1790 Ratcliff Rd, Carlsbad CA Applicant Name: Tim Seaman Applicant Email: - True North COMPLIANCE SUVICH F1RST REVIEW City Permit No: CBR2023-5082 True North No.: 23-018-1168 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 November 14, 2023, by JJ Studio. 2. Structural Calculations: Electronic copy dated October 24, 2023, by Miles T. Lovelace. 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: Confirmed Confirmed Confirmed Our comments follow on the attached list. Pl ease call if you have any questions or if we can be of further assistance. Sincerely, True North Compliance Services Review By: Mulham Hweidi -Plan Review Engineer Quality Review By: Alaa Atassi -Plan Review Engineer True North Compliance Services, Inc. 8369 Vickers Street, Suite 207, San Diego, CA 92111 T / 562. 733.8030 Residential Addition & Remodel 1790 Ratcliff Rd November 23, 2023 Plan Review Comments HARD COPY-RESUBMITTAL INSTRUCTIONS: City of Carlsbad-FIRST REVIEW City Permit No.: CBR2023-5082 True North No.: 23-018-11 68 Page2 Please do not resubmit plans until all departments have completed their reviews. For status, please con tact building@carlsbadca.gov 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 foll ows: Deliver THREE co1Tected 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. 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 c ity will not route plans back to Dennis Grubb & Associates for continued Fire Prevention review. GENERAL INFORMATION: A. The foll owing 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, specifi cation, 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. Residential Addition & Remodel l 790 Ratcliff Rd November 23, 2023 OCCUPANCY & BUILDING SUMMARY: Occupancy Groups: Occupant Load: Type of Construction: Sprinklers: Stories: Area of Work (sq. ft.): R-3/U NI A V-B No One Addition: 601 sq. ft. Remodel: 924 sq. ft. ARCHITECTURAL COMMENTS: A 1. On sheet AO. I, revise the occupancy group to specify R-3/U. A2. On sheet A l.I, address the following: City of Carl sbad-FIRST REVIEW City Permit No.: CBR2023-5082 True North No.: 23-018-1168 Page3 a) On the floor plan, specify windows within 24" arc of the doors' edge, in a closed position, to be temper glazing. CRC 308.4.2. I I I 11 11 1REuSE'jx1sr~r It 11 4iFACT~1 .37 / .2 I ,l 1· 11 11 11 II 11 11 11 11 II 11 '1 11 II 11 11 11 'I II 11 11 11 11 ,, . b) Plan sheet specifies reuse existing double doors, while demo plan shows existing single door. Please clarify and revise. / I I II 1 11 ?' -\ h" ~ ~ r- 1 I I I Ir- 1 Ir- ~ I I I I ! ~ Residential Addition & Remodel 1790 Ratcliff Rd November 23, 2023 City of Carlsbad-FIRST REVIEW City Permit No.: CBR2023-5082 True North No.: 23-018-1168 Page4 c) Revise window H to be tempered glass as safety glazing shall be provided in glazing in enclosures for bathtub or shower. CRC R308.4.3. I L NICHE. {36" H.) W/ l.f. VERIFY WllHI O'M>IER Lf DEPlH REQUIRED. ASTER DROOM I I I I A3. On sheet MEOl.0, address the following comments: a) Provide a smoke alarm in the master bedroom and bedroom #1. CRC 314.3 A4. Showers that are provided with a built-in place, permanent seat or seating area that is located within the shower enclosure, shall be first lined with sheet plastic, lead, copper, or shall be lined with other durable and watertight materials that extend not less than 3 inches above horizontal surfaces of the seat or the seating area. A5. For the new roofing material, address the following: a) On sheet Al.3, remove the or statement and specify the chosen roofICC ESR number. ~~Pf)l~ITUMJNOUS SH£ET ROOFING ~PPROVED EOUAL :EA ! 8~ I E3- b) For roof slopes from 2: 12 to 4: 12, double underlayment application is required. Please indicate the plans. CRC R905 2 2 ~~- -L...--t-- =.=1--·--...:;;: ---r--.....-, - =--------:::, \fRf'Y UICA TIO< Ct° NEW llf1£CT 1{)11 CltMHCY NEW~WOOffD ~ ROOf r ~..Jt~III~ Slfil ROaN: ~ EOOAL -~H ~ ~--~ -~-~--~ =~ 1--/1-=-1--·--~~~ ~~~ ~= -M .&.. -,....----~ ==-:: _ _ _ -_ I-- 11()(1' 11.Cff (V.Lf) 12 --.:::::::::i, I.I£ Ct° BlllG. Bil.OW N(WRAJN A6. The Dwelling is in a Wildfire-Urban Interface Fire Area. Provide complete information and details to show building construction in compliance with CRC337. Address the following comments: a) Note on first sheet of plans: Fire Hazard Severity Zone. b) All exterior glazing shall be multi-pane with a minimum of one tempered pane. Specify on window and door schedule. CRC R337.8.2. l c) All exterior doors shall be solid-core or 20-minute fire-rated. CRC R337.8.3 d) Eaves shall be enclosed per the criteria listed in CRC R337.7.5. Show on applicable details. Residential Addition & Remodel 1790 Ratcliff Rd November 23, 2023 City of Carlsbad-FIRST REVIEW City Permit No.: CBR2023-5082 True North No.: 23-018-1168 Page5 e) . Exterior walls shall be ignition resistant or non-combustible. Provide details and information for the siding to demonstrate compliance. CRC R33 7. 7 .3 f) The screens covering vents shall have a maximum mesh of I /8" and shal I be of corrosion-resistant metal. CRC R337.6.2 g) Vents shall not be installed on the underside of eaves. CRC R337.6.3 h) Provide ]-hour fire-rated protection at the underside of the exposed exterior patio ceiling. CRC R337.7.4 i) Provide one layer of roof underlayment of minimum 72-pound mineral-surfaced non-perforated cap sheet complying with ASTM D 3909. CRC 337.5.2 j) Where valley flashing is installed, the flashing shall not be less than 0.019" No 26-gage galvanized sheet corrosion-resistant metal installed over not less than one layer of minimum 72-pound mineral- surfaced non-perforated cap sheet complying with ASTM D 3909. CRC 337.5.3 k) Note on plans: Roof gutters shall be screened to prevent the accumulation of leaves and debris. CRC R337.5.4. MECHANICAL COMMENTS: Ml. Show the location of the bathroom and kitchen exhaust duct termination. Air ducts shall 3 '-0" from openings into the building. CMC 504.5. M2. Indicate how the addition is going to be heated. On the floor plans, show the location of the F AU and all proposed registers. CRC R303.10 ELECTRICAL COMMENTS: E 1. Note on plans: Per city pol icy, wiring is not permitted on the roof of a building and wiring on the exterior of a building requires approval by the Building Official. E2. On electrical plan, provide full electrical information for the kitchen as it is part of the scope of work. Specify the following: a) At the kitchen, provide receptacles such that the wall spaces along the kitchen countertop is no more than 24 inches, measured horizontally, from a receptacle outlet. CEC 210.52(C)(l ). b) Provide a GFCT receptacle on each side of the island counter in the kitchen. CEC 2 10.52(C)(l). E3. Revise the waterproof receptacle outlet at the front of the building to be GFCI per CEC 210.8, 406.9(8), and 210.52(E). fr ===::::=========::l ::====::: I -• \ Residential Addition & Remodel 1790 Ratcliff Rd November 23, 2023 PLUMBING COMMENTS: Pl. Provide seismic strapping for the water heater per CPC 507.2. City of Carlsbad-FIRST REVIEW City Permit No.: CBR2023-5082 True North No.: 23-018-1168 Page6 a) Strapping shall be at points within the upper one third and lower one-third of the water heater. b) At the lower point, a minimum distance of four inches shall be maintained above the controls with the strapping. P2. Specify a vehicle barrier (e.g., bollard) between the appliance and the vehicle. CPC 507.13.1. REFRIG. PAN NEW RHEEM ElEC. WATER HEATER. X£80T10HS45U0 (80 GAL, JA13) OR EOUAL P3. Where the number of total bathrooms exceeds three, a 4" main sewer line is required. CPC 703.2. a) Provide the size and location of the sewer lateral on the site plan. b) Provide a note that reads "4" main sewer line shall be verified in field or shall be provided if a 4" main sewer line does not exist. GREEN BUILDING COMMENTS: No comments. ENERGY COMPLIANCE COMMENTS: Tl. On the cover sheet, list all HERS inspection features and special features required. Please coordinate with the Energy Report. T2. Revise plan to show at least one lurninaire in the bathrooms to be controlled by a vacancy sensor. CEnergyC 150.0(k)2(E) T3. Revise plan to show interior lighting fixtures that are not controlled by occupancy or vacancy sensors to be equipped with dimming controls. CEnergyC 150.0 (K)(2)(F) T4. Kitchens require exhaust fans to comply with CEnergyC Table 150.0-G. Show exhaust fan or a ducted range hood and specify CFM rating on plans. Exhaust fan must be ducted to the exterior of the building. T5. Water heater using gas or propane water beater to serve individual dwelling units shall include the following per CEnergyC 150.0(n): Residential Addition & Remodel 1790 Ratcliff Rd City of Carlsbad-FIRST REVIEW City Permit No.: CBR2023-5082 True North No.: 23-018-1168 Page 7 November 23, 2023 a) A dedicated 240 volt branch circuit wiring shall be installed within 3 feet from the water heater and accessible to the water with no obstructions. The branch circuit conductors shal I be rated at 30 amps minimum. The blank cover shall be identified as "240V ready." All electrical components shall be installed in accordance with the California Electrical Code. b) The main electrical service panel shall have a reserved space to allow for the installation of a double pole circuit breaker for a future water heater installation. The reserved space shall be permanently marked as "For Future 240V use." STRUCTURAL COMMENTS: General: S 1. As per city form B64, a soils report is required for all additions. Submit a soils report and incorporate the recommendations of the report into the design. a) Provide the geotechnical engineer's stamp and signature on the foundation plan and all sheets containing foundation details confirming that the foundation plan, details, and specifications have been reviewed and that it has been determined that the recommendations in the geotechnical report are properly incorporated into the plans. Structural Calculations: S2. Update the design loads after adding the double-underlayment to account for the extra weight. S3. Structural calculation indicates the redundancy factor, p, is 1.0. Provide explanation or calculation to justify use of 1.0 instead of 1.3. ASCE 7-16 Section 12.3.4. Sl~SMIC LOAD· sos 0.823 ~ Ste Load 2.2 S4. Please update the foundation calculations as per the soils report recommendation to be provided. S5. Provide design for chords and collectors. Show how diaphragm seismic forces are transferred to shear walls. If you have any questions regarding the above comments, please contact Alaa Atassi via email alaa@tncservices.com, or telephone (562) 733-8030. [END) SIE ', INC. GEOTECHNICAL •GEOLOGY• HYDROGEOLOGY • MATERIALS TESTING• INSPECTION Satish Menon December 29, 2023 1790 Ratcliff Road Carlsbad, CA 92008 Subject: PLAN REVIEW LETTER FOR GEOTECHNICAL CONFORMANCE Proposed Additions 1790 Ratcliff Road Carlsbad, California ~ Reference: KEYSTONE RETAINING WALL GEOTECHNICAL DESIGN L PARAMETERS AND PLAN REVIEW ~ 1790 Ratcliff Road '3' Carlsbad, California SGS! Project Number 3.31730; Dated November 20,202 Sierra Geotechnical Services Inc. (SGS!) has reviewed the following documents prepared for the project as well as our above referenced report, for site specific applicability to the geotechnical environment. • Site Plan and Cross Sections -Menon Addition, 1790 Ratcliff Road. Prepared by Studio JJ Architecture and Design. PDF dated 11/14/2023. • Foundation Plans -Menon Residence. 1790 Ratcliff Road. Prepared by Loveland Engineering. Job Number }23570. PDF dated 10/24/2023. Project Description: The proposed improvements will be located on the north side of the property (see Figure 1) and will include single-story additions to the master bedroom and bath, extension of the living room, remodel of the kitchen nook (924-sf total), and a new patio area with cover (517-sf total). Foundations will include reinforced shallow continuous concrete footings, pad footings, and a 4-inch slab-on-grade. Earthwork will be relatively minimal -23.5-cy of cut, and 3.5-cy of fill. Max cut is 18-inches and max fill is 6-inches. The developed property -APN 156-270-04 -includes a 1,702-sf single-story, single-family home with attached two-car garage, built circa 1963. Topography in the building area is relatively flat. Other than regional seismicity, the project site is not located in a geologic hazard, high groundwater, or other geomorphic or soil related hazard area. The existing home appears to be performing reasonably well. MAMMOTH OFFICE: PO BOX 5024, MAMMOTH LAKES, CA 93546 • Phn: (760) 937-4608 BISHOP OFFICE: 169 WILLOW STREET, BISHOP, CA 93514 • Phn: (760) 937-4789 CARLSBAD OFFICE: 7040 AVENIDA ENCINAS, SUITE 104-469, CARLSBAD, CA 92011 • Phn: (760) 937-4608 www.sosf.us 1760 Ratcliff Road Project Number 3.31730.3 December 29, 2023 Report Review: Based upon review of our above referenced report, and our testing and inspections during construction of the Keystone wall, soils in the site area consist of shallow granular surficial soils (with a depth of approximately 12 inches or less), over dense granular Old Paralic Deposits. This is consistent with the geological map of the area provided by Kennedy and Tan in 2007 (refer to Figure 2). Additionally, photographic documentation from the construction of the Keystone wall, depicting the site soils, is also included in Figure 2. Soils are non-expansive, but maybe corrosive to metals in contact. Cathodic protection may be needed. The following design values were included in our report: Allowable Bearing Capacity .................................................................................................. 2000 psf Passive Resistance .................................................................................................................... 150 psf/ft Active Lateral Earth Pressure for level backfill... ........................................................ 40 psf /ft Coefficient of friction against sliding ................................................................................ 0.25 Soil Unit Weight ........................................................................................................................ 125 pcf Internal Angle of Friction (ct,) ............................................................................................. 31 ° CBC Seismic Parameters SEISMIC PARAMETER TYPE RECOMMENDED (ASCE 7-16) VALUE Site Class D -Default Fa 1.2 g Ss 1.029 g S1 0.375 g SMs 1.235 g Sos 0.823 g PGA/PGAM 0.451/0.541 g Risk Categorv II Conclusions: Based upon our review, the soil design and seismic values included in the project plans are in general conformance with those listed above. Soil bearing values used in the new design are 1,500 psf. The seismic values, as shown on Structural Sheet S1, adhere to ASCE 7-16 (2022 CBC), accurately reflect the soil conditions on the site, and are consistent with the Table provided above. Consequently, the plans have been prepared in accordance with our recommendations and are considered appreciate for the site. Neither changes nor any additional investigation is warranted at this time. Recommendations: We recommend that the following be recognized and applied throughout the construction process: • ( .. 1760 Ratcliff Road Project Number 3.31730.3 December 29, 2023 • Expect that the site will be underlain by approximately 1-foot of surficial and/or moderately rooted soils considered unsuitable for foundation support. • All footings and the slab should be supported by competent native soils or compacted fill. Excavations and earthwork should be properly prepared in accordance with the attached General Earthwork and Grading Recommendations. • All foundation excavations should be observed by a representative of SGSI or another geotechnical consultant prior to placement of reinforcing steel, to assure proper embedment into competent soils. • Footings shall be moisture conditioned as noted above and compacted to at least 90-percent of the maximum dry density obtained using ASTM 01557 as a guideline. We appreciate the opportunity to be of service to you. Should you have any questions regarding this report, please do not hesitate to contact us. Respectfully, SIERRA GEO TECHNICAL SERVICES, INC. Joseph A Adler Principal Geologist CEG 2198 (exp 3/31/2025) Thomas A. Platz Principal Engineer PE C41039 (exp 3/31/2025) ,, [<,) IJ f fLlt-E. i ... Yt-lt'T11•.! Dl 1:'.,-IStt,. Q 81S'""..t.4ft•~ ,. NOT TO SCALE Tn11Q CODRD• -// -I ......... - ·' \ .. I PIAZZA 0.,,,.0110, • .__, OCfAN HUAC[ PROJ lS~IOhAl ClH1lM ., ........ . . ... Hu,-t U•mrntr/ S.:~ Q SITE LOCATION MAP 1790 RA TCL/FF ROAD DATE, 33.1752,-117.3401 12/2023 DRAIJING• DRAIJN BY• FIGURE.DWG JAA JOB NO., rIGURE• 3.31730.3 FIGURE 1 .... ,INC Old paralic deposits, undivided, Units 2- 4 AlJC Middle Pleistocene Late Pleistocene (0 781 0 0117 Ma) Oescnpllon Poorly sorted, moderately permeable, reddish brown, 1ntcrfingered strandhnc. beach, estuarine and collu11Ial deposits composed of siltstone, sandstone and conglomemte These deposits rest on the now emergent wave cut abrasion platform preserved by regional uplift HefHPnce Kennedy, M P, and S S 1 an d,g,tal prep lly Bo,ard et al , 200 /, Geologic Map of the Oceanside 30' x 60' Quadrangle, Calfom,a C:ihfom,a Depa,tmenl of Conservation Cahtom,a Geological Survey 2703818 NOT TO SCALE PROJECT, SITE GEOLOGIC MAP 1 790 RA TCLIFF ROAD C□□RD• 33.1752, -1173401 DATE• 12/2023 DRA\JING, F/GURE.DWG DRA\JN BY, JAA J□B N□,, 3.31730.3 FIGURE 2 ,INC. GENERAL EARTHWORK AND GRADING These general earthwork and grading specifications are for the grading and earthwork shown on the approved grading or construction plan(s) and/or indicated in the geotechnical report(s). Earthwork and grading should be conducted in accordance with applicable grading ordinances, the current California Building Code, and the recommendations of this report. The following recommendations are provided regarding specific aspects of the proposed earthwork construction. These recommendations should be considered subject to revision based on field conditions observed by the geotechnical consultant during grading. Geotechnical Consultant of Record Prior to commencement of work, the owner shall employ the Geotechnical Consultant of Record. The Geotechnical Consultant shall be responsible for reviewing the approved geotechnical report(s) and accepting the adequacy of the preliminary geotechnical findings, conclusions, and recommendations prior to the commencement of grading or construction. During grading and earthwork operations, the Geotechnical Consultant shall observe, map, and document the subsurface exposures to verify the geotechnical design assumptions. If the observed conditions are found to be significantly different than the interpreted assumptions during the design phase, the Geotechnical Consultant shall inform the owner, recommend appropriate changes in design to accommodate the observed conditions, and notify the review agency where required. Subsurface areas to be geotechnically observed, mapped, elevations recorded, and/or tested include natural ground, after it has been cleared for receiving fill but before it has been placed, bottoms of all "remedial removal areas, all key bottoms, and benches made on sloping ground to receive fill. The Geotechnical Consultant shall observe the moisture-conditioning and processing of the subgrade and fill materials and perform relative compaction testing offill to determine the attained level of compaction. The Geotechnical Consultant shall provide the test results to the owner and the contractor on a routine and frequent basis. The Earthwork Contractor The Earthwork Contractor shall be solely responsible for performing the grading in accordance with the plans and specifications. The Earthwork Contractor shall review and accept the plans, geotechnical report(s), and these Specifications prior to the commencement of grading. The Earthwork Contractor shall have the sole responsibility to provide adequate equipment and methods to accomplish the earthwork in accordance with applicable grading codes and agency ordinances, these Specifications, and the recommendations in the approved geotechnical report(s) and grading plan(s). If, in the opinion of the Geotechnical Consultant unsatisfactory conditions, such as unstable soil, improper moisture condition, inadequate compaction, adverse weather, etc .... are resulting in a quality of work less than required in these Specifications, the Geotechnical Consultant shall reject the work and may recommend to the owner that construction be stopped until the conditions are rectified. Site Preparation General: Site preparation includes removal of deleterious materials, unsuitable materials, and existing improvements from areas where new improvements or new fills are planned. Deleterious materials, which include vegetation, trash, and debris, should be removed from the site, and legally disposed of off-site. Unsuitable materials include loose or disturbed soils, undocumented fills, contaminated soils, or other unsuitable materials. The Geotechnical Consultant shall evaluate the extent of these removals depending on specific site conditions. Earth fill material shall not contain more than !-percent of organic materials (by volume). Nesting of the organic materials shall not be allowed. If potentially hazardous materials are encountered, the contractor shall stop work in the affected area, and a hazardous material specialist shall be informed immediately for proper evaluation and handling of these materials prior to continuing to work in that area. As presently defined by the State of California, most refined petroleum products (gasoline, diesel fuel, motor oil, grease, coolant etc. have chemical constituents that are hazardous waste. As such, the indiscriminate dumping or spillage of these fluids onto the ground may constitute a misdemeanor, punishable by fine and/or imprisonment and shall not be allowed. Any existing subsurface utilities that are to be abandoned should be removed and the trenches backfilled and compacted. If necessary, abandoned pipelines may be filled with grout or slurry cement as recommended by, and under the observation of, the Geotechnical Consultant. Excavation Excavations, as well as over-excavation for remedial purposes, shall be evaluated by the Geotechnical Consultant during grading. Remedial removal depths shown on geotechnical plans are estimates only. The actual extent of removal shall be determined by the Geotechnical Consultant based on the field evaluation of exposed conditions during grading. Where fill-over-cut slopes are to be graded, the cut portion of the slope shall be made, evaluated, and accepted by the Geotechnical Consultant prior to placement of materials for construction of the fill portion of the slope, unless otherwise recommended by the Geotechnical Consultant. In addition to removals and over-excavations recommended in the approved geotechnical report(s) and the grading plan, soft, loose, dry, saturated, spongy, organic-rich, highly fractured, or otherwise unsuitable ground shall be over-excavated to competent ground as evaluated by the Geotechnical Consultant during grading. All areas to receive fill, including removal and processed areas, key bottoms, and benches, shall be observed, mapped, elevations recorded, and/ or tested prior to being accepted by the Geotechnical Consultant as suitable to receive fill. The Contractor shall obtain a written acceptance from the Geotechnical Consultant prior to fill placement. A licensed surveyor shall provide the survey control for determining elevations of processed areas, keys, and benches. Compaction The onsite soils are suitable for placement as compacted fill provided the organics, oversized rock (greater than 6-inches in diameter) and deleterious materials are removed. Rocks greater than 6- inches and less than 2-feet in diameter can be placed in the bottom of deeper fills or approved areas provided they are selectively placed in such a manner that no large voids are created. All rocks shall be placed a minimum of 4-feet below finish grade elevation unless used for landscaping purposes. Any import soils shall be tested for suitability in advance by the project Geotechnical Engineer. After making the recommended removals prior to fill placement, the exposed ground surface should be scarified to a depth of approximately 8-inches, moisture conditioned as necessary, and compacted to at least 90-percent of the maximum dry density obtained using ASTM D1557 as a guideline. Surfaces on which fill is to be placed which are steeper than 5:1 (Horizontal to vertical) should be benched so that the fill placement occurs on relatively level ground. For the parking areas and other improvements, a one-foot removal is recommended depending on site conditions (i.e., depth of root zone, and depth of disturbance which may have locally deeper removal depths). The removal bottom should be observed (tested as needed) by the geotechnical consultant prior to placing fill soils. The upper 12-inches of subgrade material along with the Class II Aggregate Base and the Asphaltic concrete shall be compacted to a minimum of 95-percent of the materials maximum dry density as determined by ASTM D1557. The subgrade and aggregate base shall be moisture-conditioned and compacted to 95-percent of the material's maximum dry density as determined by ASTM D1557 to a depth of 12-inches. All fill and backfill to be placed in association with the proposed construction should be accomplished slightly over optimum moisture content using equipment that is capable of producing a uniformly compacted product throughout the entire fill lift. Fill materials at less than optimum moisture should have water added and the fill mixed to result in material that is uniformly above optimum moisture content. Fill materials that are too wet can be aerated by blading or other satisfactory methods until the moisture content is as required. The wet soils may be mixed with drier materials in order to achieve acceptable moisture content. The fill and backfill should be placed in horizontal lifts at a thickness appropriate for equipment spreading, mixing, and compacting the material, but generally should not exceed 8-inches in loose thickness. Retaining wall backfill shall be composed of a granular material (maximum ~ 3-inch rock) with an expansion index (El) of no greater than 50 and a sand equivalent (SE) greater than 30. No fill soils shall be placed during unfavorable weather conditions. When work is interrupted by rains or snow, fill operations shall not be resumed until the field tests by the geotechnical engineer indicate that the moisture content and density of the fill are as previously specified. Slopes All slopes shall be compacted in a single continuous operation upon completion of grading by means of sheepsfoot or other suitable equipment, or all loose soils remaining on the slopes shall be trimmed back until a firm compacted surface is exposed. Slope compaction tests shall be made within one foot of slope surface. Cut and fill slopes shall be a maximum of 2:1 (horizontal to vertical) unless approved by the Geotechnical Consultant. Planting and irrigation of cut and fill slopes and/or installation of erosion control and drainage devices should be completed due to the erosion potential of the soil. Temporary Excavations Temporary excavation shall be made no steeper than 1:1 (horizontal to vertical). The recommended slope for temporary excavations does not preclude local raveling and sloughing. Where wet soils are exposed, flatter excavation of slopes and dewatering may be necessary. In areas of insufficient space for slope cuts, or where soils with little or no binder are encountered, shoring shall be used. All large rocks exposed above temporary cuts shall be removed prior to foundation excavation. In addition, any rocks exposed during development from raveling and sloughing should be removed immediately. All excavations should comply with the requirements of the California Construction and General Industry Safety Orders and the Occupational Safety and Health Act and other public agencies having jurisdiction. Trench Backfill Exterior trenches, paralleling a footing and extending below a 1:1 plane projected from the outside bottom edge of the footing, shall be compacted to a minimum of95-percent per ASTM D1557. All trenches in structural areas and under concrete flatwork shall be compacted to a minimum of95- percent per ASTM D1557. All trenches in non-structural areas shall be compacted to a minimum of 85-percent per ASTM D1557. All material used for trench backfill shall be approved by the Geotechnical Engineer prior to placement. All bedding and backfill of utility trenches shall be done in accordance with the applicable provisions of Standard Specifications of Public Works Construction. Bedding material shall have a Sand Equivalent greater than 30 (SE>30). The bedding shall be placed to 1-foot over the top of the conduit and densified by jetting. Backfill shall be placed and densified to a minimum of 95-percent of maximum from 1-foot above the top of the conduit to the surface. Lift thickness of trench backfill shall not exceed those allowed in the Standard Specifications of Public Works Construction unless the Contractor can demonstrate to the Geotechnical Consultant that the fill lift can be compacted to the minimum relative compaction by his alternative equipment and method. Regulations of the governing agency may supersede the above, and all trench excavations should conform to all applicable safety codes. The Contractor shall follow all OSHA and Cal/OSHA requirements for safety of trench excavations. ('cityof Carlsbad CERTIFICATION OF SCHOOL FEES PAID This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit. The City will not issue any building permit without a completed school fee form. Project # & Name: Permit #: CBR2023-5082 ..;..;_~.;__...;..;;..;,_ ____________ _ Project Address: 1790 RATCLIFF RD ------------------- Assessor's Parcel #: 1562700400 ,;;;.;;...;;.;;;.;.~~;._-------------- Project Applicant: TRUST MENON FAMILY -------------------(Owner Name) Residential Square Feet: New/Additions: 601 -'---'------------------- Second Dwelling Unit: __________________ _ Commercial Square Feet: New/Additions: City Certification: City of Carlsbad Building Division Date: 02/21/2024 Certification of Applicant/Owners. The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/developer of the above described project(s), or that the person [Z] Carlsbad Unified School District 6225 El Camino Real Carlsbad CA 92009 Phone: (760) 331-5000 D Encinitas Union School District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 Phone: (760) 944-4300 x1166 D San Dieguito Union H.S. District 684 Requeza Dr. Encinitas, CA 92024 Phone: (760) 753-6491 Ext 5514 (By Appt. Only) D San Marcos Unified Sch. District 255 Pico Ave Ste. 100 San Marcos, CA 92069 Phone: (760) 290-2649 Contact: Katherine Marcelja (By Appt.only) D Vista Unified School District 1234 Arcadia Drive Vista CA 92083 Phone: (760) 726-2170 x2222 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION {To be completed by the school district(s)) THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED. The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may issue building permits for this project. Signature of Authorized School District Official: -Ba jji,f}~c~J_p . -. _ l.. D . Ul\'-S\A. w.i A) Title: $\.l£tV\t'H-tY\cl tY\+ ... ti. :-.~"'LJ UNlflED SCHOOL G,Srn,~r Date: 0 3-\ '3 _ '2-0 Z._I-( 225 EL C:C.MINO Rl:AL Name of School District: CARLSBAD, CA 92009 Phone: ~(p O -331 -5'"o O 0 COMMUNITY DEVELOPMENT -Building Division 1635 Faraday Ave I Carlsbad, CA 92008-7314 I 442-339-2719 I building@carlsbadca.gov I www.carlsbadca.gov STORM WATER POLLUTION PREVENTION NOTES 1. ALL NECESSARY EQUIPMENT ANO MAlmlALS SHALL BE AVAII..ASlE ON SITE TO FACUTATE RAPID INSTAl.l.ATION Of EROSION ANO SEDIMENT CONTRa.. BMP• ~ RAIN IS EMINENT. 2. THE OVINER/CONlRACTOR SHALL ~ ALL EROSION CONTRO.. DE't1CES TO WORKING ORDER TO THE SATISfAC~ Of THE CITY INSPECTOR AFTER EA()t RUN-Off PRODUCING RAINFALL 3. THE OWNER/CONTRACTOR SHALL INSTALL AOOl~Al EROSION CONTRO.. MEASURES AS MA 'I' BE REQUIRED B'I' THE CITY INSPECTOR DUE lO INCOMPLETE GRADING OPERA ~S OR UNFORESEEN CIRCUMSTANCES VllilCH MA 'I' ARISE. 4. ALL REMOVABLE PROTECTI\t: OE't1C£S SHAU. BE IN PLACE AT THE ENO Of EACH WORKING DA'!' YllifN THE Fl\t: {~) QA'!' RAIN PROBABILITY FORECAST EXCEEDS FORTY PECOIT (~. SILT ANO OTHER DEBRIS SHALL BE REMO\t:O AFTER EACH RAINFALL 5. AU. GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE. 6. ADEQUATE EROSION AND SEDIMENT CONTROL ANO PERlMETER PROlECTlON BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. 7. THE CITY INSPECTOR SHAll HAVE THE AUTHORITY TO ALTER THIS Pl.AN DURING OR BEFORE CONS1RUC110N AS NEEDED TO ENSURE COMPLIANCE WITH CIT'!' STORM WATER OUAUT'I' REGULA 110NS. OWNER'S CERTIFICA1t!: I UlllERSTAND ANO ACl<N01UDGE lliAT I MUST: (1) IIIPI.EMENT BEST MANAGEM£NT PRACllCES (llll'S) DURING CtllS1RIICT10N ACTIVITIES TO lH£ MAXIIUI EXlEHT PRACTICAa.E 10 AVOO lHE MOal.lZATICJI Of PW.IJTANlS SUQI AS SEDIIEHT AHO TO AVOIJ THE EXPOSURE Of STORM WATER TO CtllS1RUC11CJI RELA1£D P<llUTANTS; AND (2) ADIOE TO, ANO AT All TIMES. caM'l Y 111TH ntS QTY APPRO'oal TIER 1 COIIS1RUCTION SIPP!' ~ THE ~l10N or lHE ~ ACTIVITIES UNll. ll£ ~ WORK IS <XU'L£TE AND APPROVED BY ll£ QTY Of CARLS8AO. STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP CB ___ _ E-29 SW BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE ~Conod SldilWli Conlrd Blof'I T~ Ncn-Slonl-W...~and .._... Pl,Uon Ccr1llll BMPs _, Ccn,dlll,Fa Mlnagornnllll'I 1 ~ :S :S l 1 l i 1 ... 1i I! ~j ! i Ii :II 1! ! ... s I .§ ,. E ! .s; Belt Management PYactice· ti I Ii (BMP)~ ➔ II ij iiiJ i ! ) ! :i l m .$.§ 'i ► .§.5 1-~1 => :II 1~ il i 3 "'e f ~j ii _tjl fl I if J 1 l J ~ 1 ~ I 1 IJ I« !} :! § i! ~i .§ tn.t Jo I;;; CASQA~➔ ... ., "' -.., ... "' co ... ., 0 N ;;; .., ... ., 'i NI') ... "' e e s 'i ill b1 b1 ill b! I b! 'i 'i I ~ I ~ I I i I Ca!owcllon ...... u t)j t)j ~ I!, l2 I I I I ... z X Gr,.,.--"""' Dilturbonce X X Trenclt'-• "'-lion X X st....l.•Qlnn X Orll ..... "'-'•• X eonc..lelAIDIIClt Sawalttlnn X X Concnte Flotwar1c X x-X ~It """' lnstdlatlon X Stucco) artar Wert X X Wasta r ..,,,.,,. X X St....:.U., •• Down Neo ... E-•-t llojntenonce and Fuellno Hazardous liatonc. lJa/';tor~ Oewoll:nlo I"' SlteAccasAaassDirt X I nil, .. •nst\: Instructions: 1. Otodt the box to the left of all applic:abl• conslnlctlon octi.«ty (first cdumn) expected lo oc:a.t' during ccnaltuction. 2. l.ocoled alan__g the top of the BMP Tobie II a lilt. of BMP's with It's corresponc!lng Calliomla Stormwat.-Quality Anoclatlon (CASQA) ~ollon number. OtOOM one or more BMPs )QI ln\end to uM cklmg constru,:tjan from the 11st. Otodt the box wht<e the cho9en actMty row lnteraecta with the BMP cdumn. J. Ref.-lo the CASQA con11tuctlon hon'1>ook for Information and detals of the d1oaen 811'1 ond how to apply them to the project. SHOW THE LOCATIONS OF ALL CHOSEN BMPs ABOVE ON THE PROJECTS SfTE PLAN/EROSION CONTROL PIAN. SEE THE REVERSE SIDE OF THIS SHEET FOR A SAMA£ EROSION CONTROL PtAN. PROJECT INFORMATION Site ~ 1790 Ratdiff Rd .• Gatlsllad. CA~ Aaanor' 1 Parcel Number. 1 S6·270-04-00 Emergency Contact: Nome Satish Menon 24 Hour Phone: 650-464-426"4 j_ it :C::11 co I I i-lf ., I I • Satish Menon ::;m~ J1jls-/~2J 1\JRE DATE Construction Threat lo Storm Wallr Quality (Oteck Box) 0 MEDIUM 00 LOW E-29 Page 1 of 1 REV 02/16 ( City of Carlsbad PURPOSE CLIMATE ACTION PLAN CONSISTENCY CHECKLIST B-50 Develooment 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 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. ,A =r =----==---~~-=====-----,,------:=-=-----=:-,:==== L Appllcatlonlnfonnatlon Project Name/Building Permit No.: BP No.: PropertyAddress/APN: 1790 Ratcliff Rd., Carlsbad, CA 92008 / APN: 156-270-04-00 Applicant Name/Co.: Satish Menon ApplicantAddress: 790 Ratcliff Rd ., Carlsbad, CA 92008 / APN: 156-270-04-00 Date: Contact Phone: 650-464-4264 Contact Email: consultmenon@gmail.com Contact information of person completing this checklist (if different than above): Name: Jennifer Johnson Contact Phone: 858-220-8870 Company name/address: StudioJJ 10771 Charbono SD, CA 921 12 contact Email: studiojj@att.net 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 t~ 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_$_1_5_O_, 0_0_0 ______ _ I Construction Type I Complete Section(•) [ii Residential D New construction 2A*, 3A*, 4A* *Includes detached, newly constructed ADU I!!!! Additions and alterations: D BPV < $60,000 NIA All residential additions and alterations Iii BPV 2: $60,000 1A,4A 1-2 family dwellings and townhouses with attached garages D Electrical service panel upgrade only only. *Multi-family dwellings only where interior finishes are D BPV 2: $200,000 1A, 4A* removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed 2B* *Multi-family dwellings only where 2:$1 ,000,000 BPV AND BPV ~ $1,000,000 affecting 2:75% existing floor area D Nonresidential and hotels/motels D New construction 1B, 2B, 3B, 4B and 5 D Alterations: D BPV 2: $200,000 or additions 2: 1B, 5 1,000 square feet D BPV 2: $1,000,000 1B, 2B, 5 Building alterations of 2: 75% existing gross floor area 2: 2,000 sq. ft. new roof addition 2B, 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 PVand 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 al not applicable and exception items, and provide supporting calruations 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. [j] 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. □ N/A _________ _ □ Exception: Home energy score :!: 7 (attach certification) Year Built Single-family Requirements Multi-family Requirements ~ Before 1978 Select one option: □ Duct sealinq I!!!! Attic insulation □Cool roof □ Attic insulation □ 1978 and later Select one option: □ Lighting packaae □ Water heatinQ packaQe □ Between1978-1991 Select one option: □ Duct sealinQ □ Attic insulation □ Cool roof □ 1992 and later Select one option: □ Liqhting packaoe □ Water-heatino oackage 8. □ 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.2O3.1 .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 0 N/A ---------- AS.2O3.1.2.1 Choose one: □ .95 Energy budget (Projects with indoor lighting OR mechanical) □ .90 Energy budget (Projects with indoor lighting AND mechanical) 0 N/A ________ _ AS.211.1 ** □ On-site renewable energy: 0 N/A AS.211.3** D Green power: (If offered by local utility provider, 50% minimum renewable sources) □ N/A AS.212.1 D Elevators and escalators:(Project with more than one elevator or two escalators) □ N/A AS.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 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 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 ~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) □ Gross Floor Area (GFA)Method GFA: □ If< 1 O,OOOs.f. Enter: 5 kWdc Min.System Size: □ If 2: 1 O,OOOs.f. calculate: 15 kWdc x (GFA/10,000) ** kWd **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, hotel/motel and high rise 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, hotel/motel 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(9). 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.:_-------------------------------------- 8. 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): D Heat pump water heater □ 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 [j] 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 4.1 06.4 of the GBSC when completing this section. Choose one: I!!!! 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-family residential dwellings and townhouse with attached private garage. D One EV Ready parking space required D Exception: __________ _ D New and major alterations to multi-family and hotel/motel projects: D Exception: ________________ _ Total Parking Spaces Proposed EVSE Spaces EV Caoable ( 10% of total) I EV Readv 125% of Total) I EV charQers (5% ofTotal\ 1 I I 1 *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, a nd/orp lumbing systems are proposed. B. D Non-Residential -New construction D 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) [ EV Ready (optional) [ 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 (Installed with EVSE) □ 0-9 1 1 □ 10-25 4 1 □ 26-50 8 2 □ 51-75 13 3 □ 76-100 17 5 IJ 101-150 25 6 [j 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 may be "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 TDM plan based on the permit details. Acknowledgment: Employee ADT Estimation for Various Commercial Uses Use Office (all)2 Restaurant Retai'3 Industrial Manufacturing Warehousing EmpADTfor first 1,000 s.f. 20 11 8 4 4 4 EmpADTI 1000 s.f.1 13 11 4.5 3.5 3 1 1 Unless otherwise noted, rates estimated from /TE Trip Generation Manual, 101hEdition 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 calculatjons: 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 { City of Carlsbad CLIMATE ACTION PLAN (CAP} COMPLIANCE CAP Building Plan Template B-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: li]YES □ NO Complies with CMC 18.30.060 or 18.21.050 0Yes ON/A Existing Structure, year built: _1_96_3 ___ _ Prepared Energy Audit? Q es Ii] No Energy Score: _____ _ Efficiency Measures included in scope: Attic Insulation 2. PHOTOVOLTAIC SYSTEM APPLICABLE: DYES D NO 3. 4. 5. Complies with CMC section 18.30.040 and 2022 California Energy Code section 150. l(c)14 D Yes D IA Size of PV system (kWdc): Sizing PV by load calculations If by Load Calculations: 0 Yes 0No Total calculated electrical load: 80% of load: Exception Requested Exception Approved B Yes QNo Yes O No Al TERNATIVE WATER HEATING SYSTEM APPLICABLE: DYES ONo Complies with CMC sections 18.30.020 18.20.030 and/or 18.30.050? Alternative Source: □ Electric □ Passive Solar Exception Requested Exception Approved ELECTRIC VEHICLE (EV) CHARGING APPLICABLE: O Yes D N/A DYes □Yes [j] YES Complies with CMC section 18.21.030? Panel Upgrade? [Kl Yes ON/A D Yes ~No Required Provided Total EV Parking Spaces: No. of EV Capable Spaces: No. of EV Ready Spaces: No. of EV Installed Spaces: Hardship Requested Hardship Approved ---0-Ves □Yes TRAFFIC DEMAND MANAGEMENT APPLICABLE: Compliant? TOM Report on file with city? G]No □No DYES 0No 0 Yes 0No □Yes oNo