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Home My WebLink About1307 LAUREL TREE LN; ; CBC2024-0086; PermitBuilding Permit Finaled Commercial Permit Print Date: 11/05/2025 Job Address: Permit Type: Parcel #: Valuation: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: Project Title: 1307 LAUREL TREE LN, CARLSBAD, CA 92011-1204 BLDG-Commercial Work Class: Tenant Improvement 2120405900 Track#: $567,696.36 Lot#: Project#: Plan#: Construction Type: Orig. Plan Check#: Plan Check#: Permit No: Status: Ccityof Carlsbad CBC2024-0086 Closed -Finaled Applied: 03/28/2024 Issued: 06/21/2024 Finaled Close Out: 03/26/2025 Final Inspection: 10/16/2025 INSPECTOR: Kersch, Tim de Roggenbuke, Dirk Robinson, Jarrod Description: LAUREL TREE APARTMENTS: ACCESSIBILITY UPGRADES TO 20 UNITS// ACCESSBILITY UPGRADES TO PARKING & PATH OF TRAVEL Applicant: Property Owner: SAN DIEGO PERMIT CO INC IAN HARRIS CARLSBAD LAUREL TREE APARTMENTS LP 1355 3RD AVE PO BOX 124979 CARLSBAD, CA 91911 SAN DIEGO, CA 92112-4979 FEE BUILDING PLAN CHECK BUILDING PLAN REVIEW -MINOR PROJECTS (LDE) BUILDING PLAN REVIEW-MINOR PROJECTS (PLN) FIRER Occupancies All Tl's 581473 -GREEN BUILDING STATE STANDARDS FEE STRONG MOTION -COMMERCIAL (SMIP) Total Fees: $3,457.20 Total Payments To Date: $3,457.20 Balance Due: AMOUNT $1,392.25 $197.00 $104.00 $1,582.00 $23.00 $158.95 $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. 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 Job Address 1307 Laurel Tree Apartments RESIDENTIAL BUILDING PERMIT APPLICATION 8-1 p I a n check csc2024-0086 ---------- Est. Value PC Deposit Date Unit: APN: 212-04.05.900 ·----- CT /Project #:_2_4-0_18_·2_5_3 ________________ Lot #:. _____ Vear Built: _2_00_0 ________ _ BRIEF DESCRIPTION OF WORK: Interior & Exterior Rehabilitation of Existing Multifamily Facility E] New SF : living SF, _____ Deck SF, ____ Patio SF, ____ Garage SF __ _ Is this to create an Accessory Dwelling Unit? O Y O N N ew Fireplace? O YO N , if yes how m any? ___ _ 0 Remodel:_1_44_,3_9_4 ___ SF of affected area Is the area a conversion o r change of use? O Y G N 0 Pool/Spa: _____ SF Additional Gas or Elect rical Features?_G_A_s ___________ _ E] Solar: ___ KW, ___ Modules, M o unt ed :0Roof O Ground, Tilt: 0 VON, RMA: 0 YO N, Battery:OYO N, Panel Upgrade: O vON Electric M eter number: ____________ _ Other: APPLICANT (PRIMARY CONTACT) Metropolitan Area Advisory PROPERTY OWNER Name;Committce on Anti-Poverty of San Diego County, Inc. Address: 1355 Third Ave Name: MAAC LAUREL TREE LP, a CALIFORNIA LIMITED PARTNERSHIP Address: 1355 THIRD AVENUE City: Chula Vista State: ___ c ___ a __ Zip: __ 91_9_32 __ City: CHULA VISTA State:_AZ. __ Zip: 91911 Phone: 6 t 9-426-3595 Phone: 619-426-3595 x3004 Email: RLOADER@MAACPROJECT.ORG Email: RLOADER@MAACPROJECT.ORG DESIGN PROFESSIONAL Name: BASIS ARCHITECT & CONSULTING INC Address: 2130 FOURTH STREET, SUITE B City: SAN RAFAEL State: CA Zip:._9_49_0_1 __ _ Phone: 415-457-6035 Email: CPICK@BASISARCH.COM Architect State License: _c_-2_1_40_6 _________ _ CONTRACTOR OF RECORD Business Name: MFIB CA, LLC dba ICON NATIONAL Address: 15721 N. GREENWAY-HAYDEN LOOP, SUITE 200 City: scon sDALE State: AZ. Zip:._8_52_6_0 ____ _ Phone: 480-368-8500 Email: doliveros@iconnational.com CSLB License#: 1031179 Class: 8 ·-------- Carlsbad Business License# (Required): BLoso15347-03.2024 APPLICANT CERT/FICA TION: 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 "~:·::m;:::~)'.'b~:i~;;( :b::~" ,,,,.,, rom::::, l,..tt m~ DATE: ...:~r.ih~o/.i;a:~.::.;1.:::.4&.-__ _ 1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 r ~ Emali:a1lding@carlsbadca.gov REV. 04122 THIS PAGE REQUIRED AT PERMIT ISSUANCE PLAN CHECK NUMBER: _co_c_202_,...,_ .. ____ _ 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 hereby affirm under penalty of perjury that I am I icensed under provisionsof Chapter 9 ( commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is inf u{{ force and effect. I alsoaff irm under penalty of perjury one of the foUowing declarations (CHOOSE ONE): DI 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- (!] I have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, fort he performance of the work for which this permit is Issued. My workers' compensation Insurance carrier and policy number are: Insurance Company Name: _Sc_n1_1n_e1_1_ns_u_ra_nce_c_o_. -----------------• Policy No. 59WEAAG8GSL Expiration Date: _1_11_14_/20_2_4 _____________ 1 -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: NA: lender's Address: ~N~-Pr~----------------- CONTRACTOR CERT/FICA TION: The applicant cer!lnes !hat all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roads, and ·utilities/utility easements. Ali 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; ace s 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 s wn and labeled as well as all on-site grading/site preparation. Ali improvements existing on the property were complet!!d in accordance with all regulations in existence at th ti e of their nstruction, unless otherwise noted. tlon on contractor letterhead. (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 build Ing 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!he 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- 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 a copy of the applicable low, Section 7044 of the Business and Professions Code, is available upon request when this application is submitted or at the following Web sf te; http: I I www.leginfo.ca. gov I ca/aw. html. OWNER 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 utlil!les. 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. Ali 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 rson sl nln above Is an authorized a ent for the ro 1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Email: Buildlng@carlsbadca.gov 2 REV. 04/22 June 21, 2024 City of Carlsbad Permit Desk 1635 Faraday Ave. Carlsbad, CA 92008 To Whom It May Concern: MFIB CA, LLC dba ICON National hereby authorizes Ray Sandoval to pull all necessary permits for the project known as Laurel Tree Apartments located at 1307 Laurel Tree Lane, Carlsbad, CA 92011. MFIB's contractor's license number is 1031179 and has a current policy for workers' compensation with Sentinel Insurance Co, policy number 59WEMG8GSL. A copy of the Contractors State License Board license status is attached for your review. Please call if there are any questions, 480-368-8500 ext. 201. Sincerely, JuiM.ueger President A notary public or other officer completing this certificate verifies only the identity of the Individual who signed the document to which this certificate Is attached, and not the truthfulness, accuracy, or validity of that document. State of ('rizona County of Maricopa On June 21, 2024 before me, Tara Diaz, Notary Public , personally appeared Justin R. Krueger , who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capaclty{les), and that by his/her/their slgnature(s) on the Instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the Instrument. TARAOIAZ NotAry Public • .lri:rona Maricopa County Cofflffl!sslon I 646353 11rj Comm, Eicplr1114ly 17, l017 I certify under PENALTY OF PERJURY under the laws of the State of Arizona that the foregoing paragraph is true and correct. WITNESS my h nd official seal. 15721 Greenway-Hayden Loop, Suite 200, S<:ottsdale, AZ 85260 Phone: 480-368-8500 Fax: 480-368-8700 l.lu,al T'rH. Permit Author!Jation Lett..-, Ray Sandooel.docx PERMIT INSPECTION HISTORY for (CBC2024-0086) Permit Type: BLDG-Commercial Work Class: Tenant Improvement Status: Closed -Finaled Application Date: 03/28/2024 Owner: CARLSBAD LAUREL TREE APARTMENTS LP Issue Date: 06/21/2024 Subdivision: PARCEL MAP NO 15661 Expiration Date: 01/12/2026 IVR Number: 55510 Address: 1307 LAUREL TREE LN CARLSBAD, CA 92011-1204 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Wednesday, November 5, 2025 Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final COMMENTS Status Passed Yes Yes Yes Yes Yes Page 2 of 2 Building Permit Inspection History Finaled {city of Carlsbad PERMIT INSPECTION HISTORY for (CBC2024-0086) Permit Type: BLDG-Commercial Application Date: 03/28/2024 Owner: CARLSBAD LAUREL TREE APARTMENTS LP Work Class: Tenant Improvement Issue Date: 06/21/2024 Subdivision: PARCEL MAP NO 15661 Status: Closed -Finaled Expiration Date: 01/12/2026 Address: 1307 LAUREL TREE LN IVR Number: 55510 CARLSBAD, CA 92011-1204 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 07/10/2025 BLDG-Fire Final 290145-2025 Passed Jarrod Robinson Complete Checklist Item COMMENTS Passed FIRE-Building Final No 08/23/2024 08/23/2024 BLDG-84 Rough 258632-2024 Passed Tim Kersch Complete Combo(14,24,34,44) 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 06/26/2025 06/26/2025 BLDG-25 Water 289065-2025 Passed Dirk de Roggenbuke Complete HeaterNents Checklist Item COMMENTS Passed BLDG-Building Deficiency 6/26/25 laundry room #1 water heater ok Yes BLDG-44 289064-2025 Passed Dirk de Roggenbuke Complete Rough/Ducts/Dampers Checklist Item COMMENTS Passed BLDG-Building Deficiency 6/26/25 laundry #2 vent ok Yes 07/14/2025 07/14/2025 BLDG-11 290192-2025 Partial Pass Dirk de Roggenbuke Re inspection Incomplete Foundation/Ftg/Piers (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency 7/1 4/25 north east play ground equipment Yes footings ok 10/07/2025 10/07/2025 BLDG-97 Disabled 297504-2025 Passed Dirk de Roggenbuke Complete Accessibility Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 10/16/2025 10/16/2025 BLDG-Final Inspection 298424-2025 Passed Dirk de Roggenbuke Complete Wednesday, November 5, 2025 Page 1 of 2 Transmittal Letter May 12, 2024 City of Carlsbad Community Development Department -Building Division 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review: Laurel Tree Apartments Interior Remodel Address: 1307 Laurel Tree Ln, Carlsbad CA Applicant ame: Ian Harris Applicant Email: Ian@sdpermitco.com True North COMPLIANCE SERV ICES SECOND REVIEW City Permit No: CBC2024-0086 True North No.: 24-0 18-253 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: Electronic copy dated April 19, 2024, by Basis Architecture and Consulting. 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 orth Compliance Services Quality Review By: Alaa Atassi -Plan Review Engineer Review By: Mohammad Afaneh -Plan Review Engineer True North Compliance Services, Inc. 8369 Vickers Street, Suite 207, San Diego, CA 92111 T f 562.733.8030 Laurel Tree Apartments 1307 Laurel Tree Ln May 12, 2024 City of Carlsbad-SECOND REVIEW City Permit No.: CBC2024-0086 True North No.: 24-01 8-253 Page2 Plan Review Comments HARD COPY -RESUBMTTTAL 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 li st. 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 Carl sbad Building Division, 1635 Faraday Ave., Carlsbad, CA 92008, (442) 339-27 19. The city will route the plans to True North, Planning and Land Development Engineering Departments (if appli cable) for continued review. Note: Tf this project requires FTRE 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 JNFORMA TJON: A. The following comments are referred to the 2022 Californ ia 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 Califo rnia). 8. 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 pl an approval. OCCUPANCY & BUILDING SUMMARY: Occupancy Groups: Occupant Load: Type of Construction: Sprinklers: Stories: Area of Work (sq. ft.): R-2 NIA V-B No Two 9,849 sq. ft. ARCHITECTURAL COMME TS: A 1. On the cover sheet: Laurel Tree Apartments 1307 Laurel Tree Ln May 12, 2024 City of Carlsbad-SECOND REVIEW City Permit No.: CBC2024-0086 True North No.: 24-018-253 Page3 d) A daycare center is shown on plans. Please include the daycare center occupancy for it. Clarify if any work is proposed at the daycare center. PC2: Plans and response specify that no work is proposed at the daycare center. Sheet A2.I0 shows a new partition and remodeling in the second floor of the daycare center. Please revise and clarify. Include the kitchen and bathroom remodeling in the scope of work. ACCESSJBlUTY COMME TS: D2. Sheet A 1.1. specifies new ramps, curb ramps, parking, signage, and play area. Accessibility details shall be provided for each of the i terns I isted. a) The cover sheet specifies 14 accessible parking proposed, 3 of which are van. Revise the site plan and clearly identify the location of all proposed parking. Ensure an accessible route is shown for each proposed accessible parking. PC2: Site plans show 2 Van accessible parking and 12 total accessible parking while cover sheet specify the new total number for accessible parking to be 3 van and 10 standard with 13 being the total. Please revise and coordinate the number and location of proposed parking with cover sheet. Advisory : EV accessible parking are not considered accessible parking and shall not be included as part of the minimum required accessible parking. Per CBC JJB-208.1. b) The location of the play area and the proposed ramps could not be located on plans. Revise the site plan and clearly identify the location, and reference all applicable details onto site plans. P C2: Play area and structure is specified as deferred submittal. In regard to the ramp, detail for the ramp was provided on sheet Al.04. Please revise the sheet and relocate the detectable warning. Detectable warnings are not permitted to encroach the ramp or ramp landings. Please revise and coordinate. D6. For units with mobility features, clearly identify the ones without roll-in showers, the ones with roll -in showers per CBC l lB-224.2. PC2: Response states comment is not applicable, 110 roll-in showers. Justify. CBC JJB-224.2 requires rooms with mobility f eatures complying with Section JJB-806.2 to be provided in accordance with Table JJB-224.2. Revise and coordinate. Laurel Tree Apartments 1307 Laurel Tree Ln May 12, 2024 MEP COMMENTS: No comments. GREEN/ENERGY COMMENTS: No comments. STRUCTURAL COMMENTS: S2. Provide mounting detai ls for the proposed mechanical units. City of Carlsbad-SECOND REVIEW City Permit No.: CBC2024-0086 True North No.: 24-0 18-253 Page4 PC2: response and plans reference detail 2/M2.21, detail is for ceiling mounted fan coil. Please provide mounting detail/or the proposed mechanical ,mils (CUx) located on roof. 0 0 I '\ .. ! \ f • .. ,_ .. .,,.....~..., . •' J 0 ♦ ♦ ( • ·t•-? n --?J..-...-----,L- If you have any questions regarding the above comments, please contact Mohammad Afaneh via email mohammada@tncservices.com or telephone (562) 733-8030. [END) True North "/_ COMPLIANCE SERVICES Transmittal Letter April 7, 2024 City of Carlsbad Community Development Department -Building Division 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review: Residential Interior Remodel Address: 1307 Laurel Tree Ln, Carlsbad CA Applicant Name: Ian Harris Applicant Email: Ian@sdpermitco.com FIRST REVIEW City Permit No: CBR2024-0086 True North No.: 24-018-253 True North Compliance Services, Inc. has completed the review of the fo llowing documents for the project referenced above on behalf of the City of Carlsbad. Our comments can be fo und on the attached list. 1. Drawings: Electronic copy dated March 20, 2024, by Basis Architecture and Consulting. 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 orth Compliance Services Quali ty Review By: Alaa Atassi -Plan Review Engineer Review By: Mohammad Afaneh -Plan Review Engineer True North Compliance Services, Inc. 8369 Vickers Street, Suite 207, San Diego, CA 92111 T / 562.733.8030 Residential Interior Remodel 1307 Laurel Tree Ln April 7, 2024 Plan Review Comments HARD COPY -RESUBMITTAL INSTRUCTIONS: City of Carlsbad-FIRST REVIEW City Permit No.: CBR2024-0086 True North No.: 24-018-253 Page2 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 proj ects). Corrected sets can be submitted as fo llows: 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 IBC, UMC, UPC, and 2020 NEC, as amended by the State of California). B. There may be other comments generated by the Buildjng 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. Th is 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-B No Two 9,849 sq. ft. ARCIIlTECTURAL COMMENTS: A 1. On the cover sheet: Residential Interior Remodel 1307 Laurel Tree Ln April 7, 2024 City of Carlsbad-FIRST REVIEW City Permit No.: CBR2024-0086 True North No.: 24-0 l 8-253 Page3 a) Clarify the purpose of specifying the occupancy as R-1 as the space is identified as apartments. Please revise CBC 310.2 and 310.3, and revise the occupancy to be R-2 instead. Changing occupancy will trigger additional comments. OCCUPANCY: b) Revise the type of construction to be V-A or V-B per CBC Table 601. This applies fo r both the community building and the residential building. c) Revise the occupancy of the community building to be A-3 per CBC 303.4, and B per CBC 304. The referenced occupancies are not occupancies found in the 2022 CBC. COMMUNITY BUILDING YEAR BUILT: FIRE ALARM: OCCUPANCY: CONSTRUCTION: STORIES: 1 2000 ~NO CHANGE) ~TEO SPRINKLERED 2-STORY d) A daycare center is shown on plans. Please include the daycare center occupancy for it. Clarify if any work is proposed at the daycare center. A2. For all altered bedrooms, identify the size and type of windows that are within the bedrooms to verify the rooms are in compliance with emergency escape and rescue openings per CBC 1031. a) Openings shall have the bottom of the clear opening not greater than 44 inches, measured from the floor. b) The net clear opening shall be 5.7 square feet minimum (grade floor openings may have a net clear opening of 5.0 square feet minimum) c) The net clear height shall be 24" minimum. d) The net clear width shall be 20" minimum. A3. Provide typical detail for membrane and through penetrations of fire rated assemblies for conduits, wires and pipes. CBC 714. ACCESSIBILITY COMME TS: Dl. Where projects apply for the CTCAC, the whole bu ilding and site are required to comply with CBC l lB, not CBC l lA. D2. Sheet Al. 1. specifies new ramps, curb ramps, parking, signage, and play area. Accessibility details shall be provided for each of the items listed. a) The cover sheet specifies 14 accessible parking proposed, 3 of which are van. Revise the site plan and clearly identify the location of all proposed parking. Ensure an accessible route is shown for each proposed accessible parking. b) The location of the play area and the proposed ramps could not be located on plans. Revise the site plan and clearly identify the location, and reference all applicable details onto site plans. c) Sheet Al.2: i) Dimension the accessible parking to be 18 ft long per CBC l lB-502.2. Residential Interior Remodel 1307 Laurel Tree Ln City of Carlsbad-FIRST REVIEW City Permit No.: CBR2024-0086 True North No.: 24-018-253 Page4 April 7, 2024 ii) Provide a curb ramp and/or detectable warnings for the accessible route to the trash enclosure per CBC l lB-247.1.2.5. Cross reference the curb ramp and detectable warnings details onto plan. d) Sheet A l.2 and detail 5/ A6. l : Revise the parallel curb ramps to include the following dimensions shown in CBC Figure l lB-705.1.2.2.2: i) Dimension the detectable warnings to start 6 inches minimum and 8 inches maximum from the demarcation line at the face of the curb. CBC l lB-705. l.2.2.2 ii) Provide a minimum 36" from the rear edge of the detectable warnings to back of the curb ramp as shown in CBC Figure l lB-705.1.2.2.2 below. ~ wt::1 i ,!!, (11) °'"' f/fltro~xll point e) Detail 6/ A6. l: Revie note 2 to specify the detectable warning surfaces to be yellow and approximate FS 33538 of Federal Standard 595C per CBC J IB-705.1.1.3.1. D3. Provide detai ls and dimension for the play structure to show compliance with CBC l lB-240 and l lB- 1008. a) Ground level play components shall be provided in accordance with Table l lB-240.2.1 .2. CBC 1 lB-240.2.1.2 b) At ground level play components, the clear width of accessible routes shall be 60 inches minimum for play areas 1,000 square feet or greater. CBC l lB-1008.2.4. l c) In play areas less than 1,000 square feet, the clear width of accessible routes shall be permitted to be 44 inches minimum, if at least one 60 inches turning space is provided where the restricted accessible route exceeds 30 feet in length. CBC l lB-1008.2.4.1 d) Provide at least one 60 inches minimum diameter turning space on the same level as play components. Where swings are provided, the turning space shall be located immediately adjacent to the swing. CBC l 1B-1008.4.1 Residential Interior Remodel 1307 Laurel Tree Ln City of Carlsbad-FIRST REVIEW City Permit No.: CBR2024-0086 True North No.: 24-0 I 8-253 Page5 April 7, 2024 e) Provide a mirumum 30 inches by 48 inches clear floor ground space at play components. CBC l lB-1008.4.2 t) Provide minimum knee clearances 24 inches high, 17 inches deep, and 30 inches wide where play tables are provided. Play table top rims or other obstructions shall be 31 inches high maximum. CBC l lB-1008.4.3 g) Play component entry points or seats shall be l l inches minimum and 24 inches maximwn from the clear floor or ground space. CBC I l B-1008.4.4 h) Provide at least one means of support for transferring to required entry points or seats. CBC 11 B- 1008.4.5 04. Sheet A2.l l: Address the following comments for washing machines and clothes dryers in the laundry room per CBC 11 B-214 and 11 B-61 l: a) For washing machines, i) Where more than 3 washers are provided, at least 2 shall comply with CBC 11 B-61 1. b) For dryer machines, i) Where more than 3 washers are provided, at least 2 shall comply with CBC l lB-611. c) Operable parts, including the doors, lint screens, and detergent and leach compartments, shall comply with CBC l lB-309 per CBC l lB-61 l.3. d) Top loading machines shall have the door to the laundry compartment located 36" maximum above the finish floor per CBC l lB-611.4. e) Front loading machines shall have the bottom of the opening to the laundry compartment located 15" to 36" above the finish floor per CBC l lB-611 .4. 05. Sheet A2. l l: Revise detail 5 to specify the height of the toilet paper dispenser be 19" minimum above floor, instead of 15" per CBC l lB-604.7. Comment applies to all similar details on other sheets. 42" MIN 06. For units with mobility features, clearly identify the ones without roll-in showers, the ones with roll-in showers per CBC l lB-224.2. a) Units shall be dispersed per CBC l 1B-224.5. b) Verify all doors in rooms with mobility features comply with CBC l lB-404.2. CBC l lB-224.1.2. i) Revise plans to specify all doors within the wlits are 3 ft wide minimum per CBC l lB- 404.2.3. Revise door schedule accordingly. ii) Specify door thresholds, if provided at doorways, to be ½ inch high maximum. Raised thresholds and changes in level at doorways shall comply with CBC Section 11 B-302 and l lB-303. CBC l lB-404.2.5. Residential Interior Remodel 1307 Laurel Tree Ln City of Carlsbad-FIRST REVIEW City Permit No.: CBR2024-0086 True North No.: 24-0l8-253 Page 6 April 7, 2024 iii) Door opening hardware is mounted 34" to 44" above the fi nish floor per CBC 1 lB-404.2. 7. iv) Door hardware are operable with one hand and do not require tight grasping, pinching, or twisting of the band. CBC 1 lB-404.2.7 and 1 lB-309.4. v) Door opening force is 5-pounds maximum for interior and exterior doors per CBC J lB- 404.2.9. vi) Lower 10 inch of the door surface is provided with a smooth surface for the full width of the door, at the push side of the door per CBC 1 lB-404.2. l 0. vii) Revise plans to show all required maneuvering clearance at all doors per CBC l lB- 404.2.4. l. Please be advised, it appears some doors do not provide the 60" manuavering clearance at the pull side of the doors. D7. Provide information on plans for the commw1ication features that are proposed for the 6 rooms tn accordance with CBC l lB-806.3. D8. Sheet A4.10 and similar: a) The accessible freezer is not within reach range. Please revise as the maximum height of reach range is 48" per CBC I I B-308 r (N)ACCESSIBLE REF W/50% MIN ERWITHIN CH HT b) Di mens ion the height of the lavatory at the restroom to be 34" max per CBC l lB-606. c) At the restroom, the door is swinging into tbe 60" di ameter turning space. Ensure the door does not encroach into the turning space by more than 12 inches per CBC 11 B-603.2.3. Residential Interior Remodel 1307 Laurel Tree Ln April 7, 2024 City of Carlsbad-FIRST REVIEW City Permit No.: CBR2024-0086 True North No.: 24-018-253 Page 7 d) Door is not permitted to encroach the required clearance of the water closet. Please revise. CBC l lB-604.3.2. e) Di mension the centerline of the water closet to be l 7" to 18" from the sidewall or partition. CBC l l B-604.2. MEP COMME TS: El. Note on plans: Per city policy, wiring is not permitted on the roof of a building and wiring on the exterior of a building requires approval by the Building Official. PLUMBING COMMENTS: No Comments. GREE BUILDING COMME TS: G 1. Climate Action Plan requirements apply to improvements equal to or exceedjng $200,000 in valuation. C ity of Carlsbad requires that all projects that qualify for CAP compliance will requi re a completed Climate Action Plan (CAP) Consistency Checklists (city forms B-50) to be completed by the APPLICANT. https://www.carlsbadca.gov/home/showpublisheddocument/6878/638225 l57825900000 a) For plans submitted to the City the following Climate Action Plan requirements apply, per Carlsbad ordinance: Residential Interior Remodel 1307 Laurel Tree Ln City of Carlsbad-FIRST REVIEW City Permit No.: CBR2024-0086 True North No.: 24-0l8-253 Page8 April 7, 2024 b) The applicant is to fill out the B-50 CAP Consistency Checklist. The scope of work and project valuation will determine which sections of the CAP are required. c) Plan examiners review the B-50 CAP Consistency Checklist for completion. For example: If new residential construction is the scope of work, CAP sections 2A, 3A, and 4A are required to be filled on the B-50 checklist. G2. Proposed tenant improvement permit valuation is $200,000 or more. As such, the mandatory measures of the 2022 Cal ifornia Green Building Code apply. CGBSC 301.3. Please address the following: a) Reproduce the nonresidential and residential occupancies application checklist onto the plan sheets. b) Add an additional column to the checklist to indicate where the appropriate requirements arc noted within the set of plans. c) The Code sections relevant to the additi ons and alterations shall only apply to the portions of the building being added or altered with the scope of the permit work. ENERGY COMPLIANCE COMME TS: T 1. 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) STRUCTURAL COMMENTS: S 1. Show location and provide anchorage structural calculations and details for the play structure. ASCE 7-l 6 Chapter 13. S2. Provide mounting detai ls for the proposed mechanical units. If you have any questions regarding the above comments, please contact Mohammad Afaneh via email mohamrnada@tncscrvices.com or telephone (562) 733-8030. [END] . Tuan and Robinson • Structural Engineers, Inc. 444 Spear Street, Suite 101 San Francisco, CA 94105 Tel: 41 5 957-2480 Fax: 41 5 957-2483 PROJECT Laurel Tree Apts Renovation 1307 Laurel Tree Lane NO. 2024.038.00 BY AR DA TE 05/03/2024 SHEET NO. I OF 9 Structural Calculations FOR Renovations The Laurel Tree Apartments 1307 Laurel Tree Lane Carlsbad, CA 92011 fRSE Reference Number: 2024.038.00 March 19, 2024 PREPARED FOR: Basis Architecture and Consulting 2130 Fourth Street San Rafael, CA 94901 Phone: (415) 457-6035 STRUCTURAL ENGINEER: Tuan and Robinson, Structural Engineers, Inc. 444 Spear Street, Suite 101 San Francisco, CA 94105 T: (415) 957-2480 F: (415) 957-2483 CITY ASCE Hazards Report Mt'IIICAN SOOETY Of <M. ENGINEelS Address: Standard: ASCE/SEI 7-16 No Address at This Location Risk Category: II https://ascehazardtool.org/ c ...... .. Cart-tad o.1c .. ,w Soll Class: D -Default (see Section 11 .4.3) Page 1 of 3 Latitude: 33.120882 Longitude: -117.301019 Elevation: 114.7988248513838 ft (NAVO 88) Mon Apr 29 2024 ASCE. AMEIIX:AHSOOETYCfCM.EN<JNIBIS Seismic Site Soll Class: Results: Ss : S1 Fa : D -Default (see Section 11.4.3) 1.036 So1 0.375 TL : 1.2 PGA : N/A 8 0.455 N/A PGAM: Fv : 0.546 SMs 1.244 F PGA 1.2 SM1 N/A I, : 1 Sos 0.829 Cv : 1.307 Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Data Accessed: Mon Apr 29 2024 Date Source: USGS Seismic Design Maps https://ascehazardtool.org/ Page 2 of 3 Mon Apr 29 2024 NJEIIICAN SOCIETY Of CM. EIGNIBIS The ASCE Hazard Tool is provided for your convenience, for informational purposes only, and is provided ·as is" and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third-party content by or from ASCE. ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE standard. In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE Hazard Tool. https://ascehazardtool.org/ Page 3 of 3 Mon Apr 29 2024 Tuan and Robinson Structural Engineers, Inc. 444 Spear Street, Suite 101 San Francisco, CA 94105-1693 Tel: (415) 957-2480 Fax: (415) 957-2483 Lateral Force on Elements of Structures 2022 California Building Code Seismic Forces Laurel Tree Apartments LG ARNU483NKA4 Fan Coil Unit Fp = ((0.4*ap*SDS)/(Rp/lp))(1 +2(z/h))*Wp and Fp !. l.6*SDS*lp*Wp and Fp ~ 0.3*SDS*lp*Wp Ss = 103.6 %g Risk Category= II -Standard Occupancy Buildings PROJECT Laurel Tree Apartments Carlsbad, CA JOB NO. 2024.038.00 BY AR DATE SHEET OF Site Class -D -Default Site Class Used, see ASCE 7-16, 11.4.4 Ip = 1.00 Fa= SDS = Rp = ap = Q= h = hx = Fp = and Fp s and Fp ~ Therefore Fp = Fv = Wp= 1.20 82.9 %g 6.0 -Air Side HVAC 2.5 2.0 20 ft 20 ft 0.414 *Wp at z = 20.0 ft (z = hx) 1.326 *Wp 0.249 *Wp 0.414 *Wp (strength level) = 0.290*Wp (allowable stress level) at h = 20.0 ft (z = hx) 0.166 *Wp (strength level) = 0.116*Wp (allowable stress level) 165 lbs Strength Level n times Strength Level Allowable Stress Level Equipment Equipment Equipment (lbs) (lbs) (lbs) 03-May-2024 Fp = Fv = 68.4 136.8 47.9 at h = 20.0 ft (z = hx) 27.4 54.7 19.1 Seismic Data (from USGS Seismic Hazard Curves and Uniform Hazard Response Spectra) For: Latitude= 33.121 ° Longitude = -117.301 ° Spectral Response Accelerations Ss and Sl Period (s) Sa (g) 0.2 1.036 (Ss, Site Class B) 1.0 0.375 (Sl, Site Class B) Tuan and Robinson Structural Engineers, Inc. 444 Spear Street, Suite 101 San Francisco, CA 94105-1693 Tel: (415) 957-2480 Fax: (415) 957-2483 Mechanical Unit LG ARNU483NKA4 Fan Coil Unit 165 lbs +/-27 lbs 2.33 ft Dimensions PROJECT Laurel Tree Apartments Carlsbad, CA JOB NO. 2024.038.00 BY AR DATE 03-May-2024 SHEET OF Overall C.G. Anchorage 68Ibs t 4.57 ft t 1-1 Rl R2 165 lbs +/-27 lbs 104 ft 68Ibs - ./~ '-" t 2.00 ft t Rl3-J4 Note: Reactions shown are symbolic. Actual support consists of anchors attached to floor above. 12 Gauge Wire 21.25 in 10.63 in 25.00 in 12.50 in 0.89 ft Height Width Length 55.81 in 27.91 in 0. 89 ft Rl max= or Rl = or Rl min = R2 max= or R2 = or R2 min = R3 max = or R3 = or R3 min = R4 max= or R4 = or R4 min = Weight Seismic 165 lbs 68 lbs 27 lbs horizontal ultimate load vertical ultimate load 184 lbs x 25% + 68 lbs x 0.89 ft/4.57 ft 165 lbs x 25% 0.6 x 146 lbs x 25% -68 lbs x 0.89 ft/4.57 ft 184 lbs x 25% • 68 lbs x 0.89 ft/4.57 ft 165 lbs x 25% 0.6 x 146 lbs x 25% + 68 lbs x 0.89 ft/4.57 ft 184 lbs x 25% + 68 lbs x 0.89 ft/2.00 ft 165 lbs x 25% 0.6 x 146 lbs x 25% • 68 lbs x 0.89 ft/2.00 ft 184 lbs x 25% -68 lbs x 0.89 ft/2.00 ft 165 lbs X 25% 0.6 x 146 lbs x 25% + 68 lbs x 0.89 ft/2.00 ft Maximum Tension for Rl through R4, Ts = Maximum Shear for Rl through R4, Vs= Hanger Wire (Ts) Diagonal Wire (2Vs) Allowable Tension (lbs) 94 94 0.602 s 1.0 • OK 0.509 s 1.0 -OK Therefore: Use minimum (1) 12 gauge hanger wire each corner and (1) diagonal 12 gauge wire al 45° horizontal and 45° vertical 24.00 in 54.81 in 51 lbs D + 0.7E 41 lbs D 15 lbs 0.6D-0.7E 41 lbs D + 0.7E 41 lbs D 25 lbs 0.6D-0.7E 57 lbs D + 0.7E 41 lbs D 9 lbs 0.6D-0.7E 35 lbs D + 0.7E 41 lbs D 31 lbs 0.6D-0.7E 57 lbs per wire 24 lbs per wire Tuan and Robinson Structural Engineers, Inc. 444 Spear Street, Suite 101 San Francisco, CA 94105-1693 Tel: (415) 957-2480 Fax: (415) 957-2483 Lateral Force on Elements of Structures 2022 California Building Code Seismic Forces Laurel Tree Apartments LG ARUN048GSS4 Condensing Unit Fp = ((0.4*ap*SDS)/(Rp/lp))(l +2(z/h))*Wp and Fp ~ l .6*SDS*lp*Wp and Fp ~ 0.3*SDS*lp*Wp Ss = 103.6 o/og Risk Category = II -Standard Occupancy Buildings PROJECT Laurel Tree Apartments San Diego, CA JOB NO. 2024.038.00 BY AR DATE 03-May-2024 SHEET OF Site Class -D -Default Site Class Used, see ASCE 7-16, 11.4.4 Ip = 1.00 Fa = sos = Rp = ap = n = h = hx = Fp = and Fp ~ and Fp ~ Therefore Fp = Fv = Wp= Fp = Fv = Seismic Data 1.20 82.9 o/og 6.0 -Air Side HVAC 2.5 2.0 20 ft 20 ft 0.414 *Wp at z = 20.0 ft (z = hx) 1.326 *Wp 0.249 *Wp 0.414 *Wp (strength level) = 0.290*Wp (allowable stress level) at h = 20.0 ft (z = hx} 0.166 *Wp (strength level) = 0.116*Wp (allowable stress level) 207 lbs Strength Level n times Strength Level Allowable Stress Level Equipment Equipment Equipment (lbs} (lbs) (lbs) 85.8 171.6 60.0 at h = 20.0 ft (z = hx) 34.3 68.6 24.0 (from USGS Seismic Hazard Curves and Uniform Hazard Response Spectra) For: Latitude = 33.121 • Longitude = -117.301 • Spectral Response Accelerations Ss and Sl Period (s) Sa (g) 0.2 1.036 (Ss, Site Class B) 1.0 0.375 (Sl, Site Class B) Tuan and Robinson Structural Engineers, Inc. 444 Spear Street, Suite 101 San Francisco, CA 94105-1693 Tel: (415) 957-2480 Fax: (415) 957-2483 Mechanical Unit LG ARUN048GSS4 Condensing Unit 207 lbs +/-34 lbs 1.56 ft Dimensions PROJECT Laurel Tree Apartments Carlsbad, CA JOB NO. 2024.038.00 BY AR DATE 03-May-2024 SHEET OF Overall C.G. Anchorage 86 Ibs i 3.03 ft i 1-1 Rl R2 2.26 ft Height Width Length Weight Seismic 54.34 in 27.17 in 13.00 in 6.50 in 37.41 in 18.70 in 207.0 lbs 85.8 lbs horizontal ultimate load 34.3 lbs vertical ultimate load 207 lbs +/ 34 lbs . 0 54 ft 86 Ibs - .I"-.__, l 1.00 ft J R3-4 Existing Joist Donly D = Lr= 2. 26 ft Rl max = 231 lbs x 25% + 86 lbs x 2.26 ft/3.03 ft or Rl = 207 lbs x 25% or Rl min = 0.6 x 183 lbs x 25% • 86 lbs x 2.26 ft/3.03 ft R2 max = 231 lbs x 25% • 86 lbs x 2.26 ft/3.03 ft or R2 207 lbs x 25% or R2 min = 0.6 x 183 lbs x 25% + 86 lbs x 2.26 ft/3.03 ft R3 max = 231 lbs x 25% + 86 lbs x 2.26 ft/1.00 ft or R3 = 207 lbs x 25% or R3 min = 0.6 x 183 lbs x 25% • 86 lbs x 2.26 ft/1.00 ft R4 max = 231 lbs x 25% • 86 lbs x 2.26 ft/1.00 ft or R4 = 207 lbs x 25% or R4 min = 0.6 x 183 lbs x 25% + 86 lbs x 2.26 ft/1.00 ft 18.00 psi 20.00 psi Lenglh = Trib Width= 14.00 feet 2.00 feet Start Loe.= End Loe.= P2 I Pl = 78 lbs at 8.52 ft from end b, P2 = 26 lbs at 5.48 ft from end b ♦ w = 2.00 ft x 18 psi = 36 plf Ra = Rb= i 14.00 ft i ---Mmax = Ra Rb D+U P2 I Pl = 78 lbs at 8.52 ft from end b, P2 = 26 lbs at 5.48 ft from end b ♦ w = 2.00 ft x (18 psi + 20 psf) = 76 plf Ra = i 14.00 ft i ---Ra Equivalent uniform load: ?'I Rb = w(R) z 548 lbs x 2/14 ft • 80 pit _/ Mmax = w(M) • 1,960 ft-lbs x 8/14ftA2 R 80 pit Per T JI Catalog, minimum w z 1 n pit -OK Rb D + 0.7E P2 I Pl = 120 lbs at 8.52 ft from end b, P2 = 40 lbs at 5.48 ft from end b ♦ w = 2.00 ft x 18 psi = 36 pit Ra = Rb = i 14.00 ft i ---Mmax= Ra Rb 0.6D-0.7E P2 Pl = 71 lbs at 8.52 ft from end b, P2 = 24 lbs at 5.48 ft from end b i w = 2.00 ft x 11 psi= 22 pit Ra = Rb = i 14.00 ft i ---Mmax = Ra Rb 12.00 in 36.41 in 80 lbs D + 0.7E 52 lbs D 3 lbs 0.6D-0.7E 35 lbs D + 0.7E 52 lbs D 47 lbs 0.6D-0.7E 126 lbs D + 0.7E 52 lbs D -43 lbs 0.6D-0.7E -10 lbs D + 0.7E 52 lbs D 93 lbs 0.6D-0.7E 5.48 feet 8.52 feet 309 lbs 298 lbs 1,171 ft-lbs 559 lbs -governs 548 lbs 1,960 ft-lbs -governs 341 lbs 323 lbs 1,335 ft-lbs 204 lbs 194 lbs 797 ft-lbs Load Tablas/Non-Snow (121'/,) Tapered TJI® Joist Allowable Uniform Load (pit) Standard Slopes: 1/4" per toot %" per toot Other slopes available. Use the T J-Beal'l19 software program or contact your Trus Joist representative for assistance. Load Table Instructions: Standard Depths: 5½" minimum at overhang 8" minimum at bearing 24" maximum for T Jl9/L45T series 28" maximum for T J19/L60T and L90Tseries Depths at bearings must be In ¼" Increments. If the sum of the end depths exceeds 3?1h", contact your Trus Joist representative for assistance. Solution: Standard Lengths: 12' through 50'-6" Simple Span 1. Select span from span column. Tapered T JI• Joist tables shown are for slmple span appllcatlons only. 1. For joist span use clear span plus ½ minimum bearing at each end (assume 3½" for minimum bearing distance or see table on page 3.2) and round up. 2. Read across to proper slope and depth column. Load shown is the maximum capacity in pounds per lineal foot. Example Problem: 2x6 6tud wall • Desired slope is ¼" per foot • Out-to-out of 2x6 stud walls is 26'-0" • Desired spacing is 32" on-center • Live load Is 20 psf • Dead load is 15 psf • Design load is 35 psf at 32" o.c. -93 plf NOTE: Maximum joist length is 50'-6". Load per liner foot for 14 ft span T Jl8/L45T Joist 141 175 206 141 .,•t-i"~"i'.; 121 150 1n 121 ·=l-'1.e ••• 106 131 155 106 .;~c it~·' V Bt• • 91 117 137 94 ri!2(1':, .• , \:~,• .~ .. 71 105 124 85 \{~'!:! 57 84 111 69 ~it,24:»· 48 68 95 57 ... ~, 38 56 78 47 l-!'21..t:i 32 47 85 40 .,,·~·,t' 27 40 55 34 ·}i t 23 34 47 30 20 29 40 26 .. se ~~. 25 35 23 f~'<. 22 30 20 ,• •jlQ." . 20 27 18 REV. 11/00 W 2x6 6tud wall T Jl8/L60T Joist 253 216 189 168 141 112 91 75 63 53 45 ' 39 i~~39-\: 34 30 ;;~~: .. 26 Clear span = 26'-0" minus 5½" minus 5½" =25'-1" Joist span -clear span plus minimum bearing distance = 25'-1" plus 1¾" plus 1 ¾" C 25'-4½" Round joist span up to 26'-0" 2. Check the ¼" per foot column under each series table until a load In excess of 93 plf Is located. In the example, a 12" shallow end depth T J~/L60T exceeds the required 93 pit. 3. To determine the depth at the deep end, multiply the slope times the length (to calculate the amount of rise) and add to the shallow end depth. In the example: 0.25 x 26 + 12" c 18.5" depth at deep end. Always round end depth to the nearest ¼" to accommodate blocking panels. NOTE: The sum of the end depths must not exceed 37½" (12" + 18½" • 30½" OK). 4. Check page 3.2 for web stiffener and assumed bearing distance requirements. T Jl8 /L90T Joist ;~ •. ,.{:-o~,,,:•i'~"'rm·•Do~h•t.:. ,•, ~J:i.· -,r~~m~•IOIMI tf~ ·~- r~~~· • ~~ • --~~ , -,~ -·<it ~1, , "' ·Jf·/~~• i'' l ·1§1·f ', . _, • ; • •'/' ~ > •• }/~~ ~-~-t:'• 2:,\·,· ~l,-\~·t•-~ ·, ... ·f.· r' fit·""··.~,... ;v.~ Ai·'i'.~\i,~r•n1.:-: •• '' •~!J''i~~--1 ~1-!·-.,1_~~ • ~"' ~':\.,);~~ ~~JJ ... '<'• !°.f.,(. 296 202 253 296 254 173 216 254 222 151 189 222 ·t~!',-; ;--..;-,.,.2'!' 229 287 330 229 287 330 ~·J4''., 197 246 283 197 248 283 •:"•t l'l,,... 1t t1h ~k 172 215 247 172 215 247 197 135 168 197 175 114 151 177 147 92 134 160 "''"t8:;i. 153 191 220 153 191 220 ?:~~~\) 135 172 198 137 172 198 -if'A::~· 109 156 180 125 156 180 125 75 110 137 104 63 91 119 87 53 n 104 ~.~~~~l 89 131 165 109 143 165 ,·>fJl~::-a., 74 109 149 92 131 152 t ·.48/7\ 62 91 125 78 111 141 73 46 66 89 63 40 57 77 54 35 50 67 '!~/~f .. ~ 53 78 106 67 96 128 ::~•"· 45 67 91 58 83 111 '-~_34,t. 39 58 79 51 72 96 47 31 44 59 41 27 38 36 24 34 ·:,~:~~: 34 50 68 45 64 85 30 44 60 40 58 , .·4j),s, 27 39 53 36 50 5.5 PLAYCRAFT® S V S T E M S A P LAYCORE" Company October 3, 2024 RE: Laurel Tree Apartments PAC24DC59FB_R3563A5AA_R35507ABA_R50BBDACA To Whom It May Concern: The playground equipment for Laurel Tree Apartments manufactured under the name Playcraft Sys- tems, when properly installed, and over compliant surfacing, meets or exceeds the current design of safety guidelines found in the CAN/CSA 2614-20, ASTM F-1487-21, ADA and the Consumer Product Safety Commission (USCPSC), where applicable, for playground designed for public use. Additionally, Playcraft Systems is a member of the International Play Equipment Manufacturers Association (IPEMA), with IPEMA Certified products. IPEMA provides Third Party Certification service whereby a designated independent laboratory validates a manufacture's certification of conformance to ASTM F-1487. We also offer a wide range of accessible equipment designed to meet the latest guidelines developed by the Federal Access Board. Please feel free to contact me with any questions. Sincerely, G:S .~ C.J. Schatza Vice PresidenUGeneral Manager Playcraft Systems. LLC (541) 955-9199, ext. 101 123 North Valley Drive, Grants Pass, OR 97526 www.playcraftsytems.com 541-955-9199 LAUREL TREE APTS TOP vmw (Footings) STRUCTURE# PROJECT# DATE R3563A5AA PAC24DC59FB 10/7/2024 ADA ACCESSIBILITY GUIDELINES -ADAAG CONFORMANCE ll~s ELEVATED ACCESSIBLE RAMP ACCESSIBLE GROUND TYPES AGES 5-12 4 3/2 0/0 CHILD CAPACITY 43 MAX FALL HEIGHT 72 D IT ""Q 16 ~~0~0 ~-, 12 ,$,o -~ I ~14E Pacific Play Systems, Inc. ...... # A B C D E 16 ~5~ 17A li°mA -,70 J MIN. USE ZONE 26' x 26' (7.717m x 7.8m) TYPE EF12 EFO EFO PostFooting EF18 2/1 2/1 MOUNT LOCATIONS TABLE SIZE/DEPTH LOCATIONS W:12" x L:12" x D:1 8" 7 W:12" x L:24" x D:21.5" 1 W:12" x L:24" x D:25" 1 W:18" x L:18" x D:30" 7 W:18" x L:18" x D:30" 2 MOUNT ORDINATE TABLE r-;-, X r Y DIAG 1 0'-0" o· -o· I o· -o· 2 1 '-9" 3'-0" 3'-6" 3 1 '-9" -3'-0" 3'-6" 4 3'-6" o·-o· 3'-6" 5 5'-3" 3•.o· I 6'-1" 6 5'-3" -3'-0" 6'-1" 7 7'-0" o·-o· T-o· ------'------'---.... 8 ·4'-7" -5'-7" 7'-3" l 9 -4·-2· 2·-10· s·-o· --i----..._--~----' 10 -3'-1 " 1'-10" 3'-7" ----1----...._--~----' 11 -2'-9" 5'-3" S'-11 " 12 -2'-3" -4'-2" 4'-9" 13 -1•.9· 1'-8" 2·-s· 14 -1'-2" -6'-11 " 7'-0" 15 -0'-7" 3'-8" 3'-9" J 16 3'-6" -5'-1" 6'-2" 1 17 6'-Q" -., ,.. I r• r • I l...__18==6·-1=0· OPLAYCR~Fl. A PLAYCORE" co....., L~UREL TREE APTS TOP VIEW (Footings) STRUCTURE# PROJECT # DATE R35507ABA PAC24DC59FB 10/7/2024 ADA ACCESSIBILITY GUIDELINES . ADAAG CONFORMANCE ELEVATED 0 ACCESSIBLE 0/0 RAMP ACCESSIBLE GROUND TYPES 0/0 8/0 3/0 CHILD CAPACITY 16 MAX FALL HEIGHT 0 MOUNT LOCATIONS TABLE ---I # TYPE SIZE/DEPTH A PostFooting W:18" x L:18" x D:30" B EF12 W:12" x L:12" x D:1 8" ,- ■ F~R KIDS AGES 2-5 \.___.; - -LOCATIONS 8 4 MOUNT ORDINATE TABLE l -- +g-B ~1B # X y DIAG 1 I 0'-0" I 0'-0" 0'-0" 7 11 11 7 ~A ~;.. -~A ~A 2 0'-0" -3'-7" 3'-7" I 3 3'-6" -3'-7" 5'-0" ' \ ) 4 3'-6" -0'-1 " 3'-6" ~) " I 5 7'-0" -3'-7" 7'-1 O" 7 ' 11 11 7 -$-2A -~A ~A ~A 6 I 7'-0" -0'-1" I 7'-0" I -7 I 10'-6" -0'-1" I 10'-6" I I 8 10'-6" -3'-7" 11 '-1" ~OB ~2B -' 9 3'-11" 2'-7" 4'-8" I 10 3'-11 " -6'-3" I 7'-5" 11 6'-7'' 2'-7'' I 7'-1 " I I I 12 6'-7" -6'-3" 9'-1" Pacific Play Systems, Inc. MIN. USE ZONE 16' x 22' (4.627m x 6.411 m) ,. PLAYCORE" eo..,.., I LAUREL TREE APTS -TOP Vl6W (Footings) STRUCTURE# PROJECT# DATE R50BBDACA PAC24DC59FB 10/7/2024 ADA ACCESSIBILITY GUIDELINES -ADAAG CONFORMANCE II FORKI~ ELEVATED 0 ACCESSIBLE 0/0 RAMP ACCESSIBLE GROUND TYPES 0/0 6/0 3/0 AGES 2-5 CHILD CAPACITY 5 MAX FALL HEIGHT 0 --- r MOUNT LOCATIONS TABLE ,.., -#-.-I TY_P_E _____ SI-ZE/DEPTH LOCATIONS A EF12 W:12" x L:1 2" x D:18" 2 B PostFooting W:18" x L:18" x D:30" 2 MOUNT ORDINATE TABLE # X y I DIAG -1 0'-0" 0'-0" 0'-0" 2 12'-0" 0'-0" 12'-0" 3 4'-2" 0'-0" 4'-2" I 4 I 7'-10" 0'-0" I 7'-10" 7 ~B Pacific Play Systems, Inc. OPLAYC~Af 1· MIN. USE ZONE 0' x 0' (Om x Om) •PLAYCORE"c._, CONCRETE FOOTINGS 06.1 IMPORTANT: The footing depth for support posts and other equipment must be adjusted to compensate for depth/ thickness requirements of the selected impact attenuating safety surface. (i.e. wood chips vs er matting). Post 4 <I . 4 . Rubber Surfacing Approx. Depth 2-3" Base Material Support Pipe Approx. Depth 4" -?:41 Slope Top <1 • of Footing • for Drainage* -+---Concrete __ _ Footing Footing --+----,--c;:==a Pin 12' MIN. Undisturbed Soil '---18' MIN, ----' • If base material is concrete, footing does not to be sloped Figure 6.1. IMPORTANT: 1 Use more concrete as required for supporting activities with movement such as the Track Rides, Traverses, Chinning Bars and Swings. 2 See specific Swing Assembly Instructions for swing post footings and ground cover requirements. Larger footings (more concrete) may also be required due to weather conditions and poor (unstable, loose or 3 granitic) soil. Before changing footing dimensions we recommend that the footings be reviewed and approved bv a reqistered Enqineer. 4 Base of the footing must be below the frost line. Determine depth of frost line for your area and adjust footing depth (not post and support depth) as required. PLAYCRAFT SYSTEMS Manufactured by Krauss Craft, Inc. Phone: (541) 955-9199 Fax: (541) 955-6130 04/09/2008 I INTERNATIONAL PLAY EQUIPMENT MANUFACTURERS IPEMA ASTM F1487-21 CERTIFICATE OF COMPLIANCE ISSUE DATE: October 3, 2024 Requested By: Nlloofar Blgonah Project: Laurel Tree Apartments America In the interest of public playground safety, IPEMA provides a third-party certification service whereby TOV SOD America validates a manufacturer's certification of conformance to the ASTM Fl487-21 (excluding sections 7 .1.1, 10, 11.2, 11.3, 13.1.1, 13.1.2, 13.2, and 13.3) Standard Consumer Safety Performance Specification for Playground Equipment for Public Use. The manufacturer listed below has received written validation from TOV SOD America that the product(s) listed conform with the requirements of ASTM Fl487-21 (excluding sections 7.1.1, 10, 11.2, 11.3, 13.1.1, 13.1.2, 13.2, and 13.3). This certificate is invalid if any component or part is replaced, unless purchased from the original manufacturer and assembled in accordance with the original equipment manufacturer's instructions. Check with the manufacturer to determine the validity of the certification of the product(s) listed prior to using this certificate for proof of certification. MODEL# COMMERCIAL NAME OF PRODUCT PRODUCT LINE MANUFACTURER 1210-4 Vertical Ladder 4 'H R3.5 Playcraft Playcraft Systems 1209-24R35 Transfer Station Deck 36#H R35 R3.5 Playcraft laycraft Systems 18016-R35 Shade Roof Gable R35 R3.5 Playcraft Playcraft Systems 1016-R35 Post Steel 16' R35 R3.5 Playcraft Playcraft Systems 1012-R35 Post Steel 12' R35 R3.5 Playcraft Playcraft Systems 1011-R35 Post Steel 11' R35 R3.5 Playcraft Playcraft Systems 1007-R35 Post Steel 07' R35 R3.5 Playcraft Playcraft Systems 1962-R35 Play Seat R35 R3.5 Playcraft Playcraft Systems 1616-R35 Panel Tic-Tac-Toe R35 R3.5 Playcraft Playcraft Systems 1645-R35 Panel Store Open R35 R3.5 Playcraft Playcraft Systems 1608-R35 Panel Memory R35 R3.5 Playcraft Playcraft Systems 1607-R35 Panel Maze R35 R3.5 Playcraft Playcraft Systems 1309-R35 Half Wall (handle) R35 R3.5 Playcraft Playcraft Systems 1102-R35 Deck, Tri R35 R3.5 Playcraft Playcraft Systems 1110 Deck Filler 12#H R3.5 Playcraft Playcraft Systems I I I I INTERNATIO NAL PLAY EQUIPMENT MANUFACTURERS ASSOCIAT(ON IPEMA CSA 2614:20 UPDATE NO. 1 CERTIFICATE OF COMPLIANCE ISSUE DATE: October 3, 2024 Requested By: Nlloofar Blgonah Project: Laurel Tree Apartments In the interest of public playground safety, IPEMA provides a third-party certification service whereby TOV SOD America validates a manufacturer's certification of conformance to CSA 2614:20 Update No. 1 (excluding clauses 10 and 11) Children's Playspaces and Equipment. The manufacturer listed below has received written validation from TOV SOD America that the product(s) listed conform with the requirements of CSA Z614:20 Update No. 1 (excluding clauses 10 and 11). This certificate is Invalid if any component or part is replaced, unless purchased from the original manufacturer and assembled in accordance with the original equipment manufacturer's instructions. Check with the manufacturer to determine the validity of the certification of the product(s) listed prior to using this certificate for proof of certification. MODEL# COMMERCIAL NAME OF PRODUCT PRODUCT LINE MANUFACTURER 1210-4 Vertical Ladder 4'H R3.5 Playcraft Playcraft Systems 1209-24R35 Transfer Station Deck 36"H R35 R3.5 Playcraft Playcraft Systems 18016-R35 Shade Roof Gable R35 R3.5 Playcraft Playcraft Systems 1016-R35 Post Steel 16' R35 R3.5 Playcraft Playcraft Systems 1012-R35 Post Steel 12' R35 R3.5 Playcraft Playcraft Systems 1011-R35 Post Steel 11' R35 R3.5 Playcraft Playcraft Systems 1007-R35 Post Steel 07' R35 R3.5 Playcraft Playcraft Systems 1962-R35 Play Seat R35 R3.5 Playcraft Playcraft Systems 1616-R35 Panel Tic-Tac-Toe R35 R3.5 Playcraft Playcraft Systems 1309-R35 Half Wall (handle) R35 R3.S Playcraft Playcraft Systems 1102-R35 Deck, Tri R35 R3.5 Playcraft Playcraft Systems 1110 Deck Filler 12"H R3.5 Playcraft Playcraft Systems I I I I INTERNATIONAL PLAY EQUIPMENT MANUFACTURERS ASSOCIATION IPEMA CSA 2614:20 UPDATE NO. 1 CERTIFICAT DE CONFORMITE Date de Delivrance lnltlale: octobre 3, 2024 Demande par: Nlloofar Blgonah Nom du pare: Laurel Tree Apartments Dans l'interet de la securite au terrain de jeu, IPEMA offre une certification par une tierce partie et TOV SOD America valide une certification par le fabricant de la conformite a la norme CSA 2614:20 Update No. 1 (excluant les articles 10, 11) les enfants les espaces de jeu et du materiel. Le fabricant cl-dessous a rec;u la validation de la part de TOV SOD America que les produits enumeres ci-dessous sont conformes aux exigences de la norme CSA 2614:20 Update No. 1 (excluant les articles 10, 11). Ce certificat n'est pas valide si un composant ou une piece est remplace, a moins que le composant soit achete du fabricant d'origine et assemble conformement aux Instructions du fabricant de l'equipement. Verifiez aupres du fabrlcant pour determiner la validite de la certification du (des) produit(s) indique(s) avant d'utiliser ce certiflcat pour la preuve d la certification. MODELE n° NOM COMMERCIAL DU PRODUIT 1210-4 Vertical Ladder 4'H 1209-24R35 Transfer Station Deck 36.H R35 18016-R35 Shade Roof Gabie R35 1016-R35 Post Steel 16' R35 1012-R35 Post Steel 12· R35 1011-R35 Post Steel 11' R35 1007-R35 Post Steel 07' R35 1962-R35 Play Seat R35 1616-R35 Panel Tic-Tac-Toe R35 1309-R35 Half Wall (handle) R35 1102-R35 Deck, Tri R35 1110 Deck Filler 12"H I LIGNE DE PRODUIT R3.5 Playcraft R3 .5 Playcraft R3.5 Playcraft R3.5 Playcraft R3.5 Playcraft R3.S Playcraft R3.5 Playcraft R3.5 Playcraft R3.5 Playcraft R3.5 Playcraft R3.5 Playcraft R3.5 Playcraft I I MANUFACTURIER Playcraft Systems Playcraft Systems Playcraft Systems Playcraft Systems Playcraft Systems Playcraft Systems Playcraft Systems Playcraft Systems Playcraft Systems Playcraft Systems Playcraft Systems Playcraft Systems Building Permit Finaled Revision Permit Print Date: 11/05/2025 Job Address: 1307 LAUREL TREE LN, CARLSBAD, CA 92011-1204 Permit No: Status: {city of Carlsbad PREV2025-0107 Closed -Finaled Permit Type: BLDG-Permit Revision Work Class: Commercial Permit Revision Parcel #: 2120405900 Valuation: $0.00 Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: Project Title: Track#: Lot#: Project#: Plan#: Construction Type: Orig. Plan Check#: CBC2024-0086 Plan Check #: Description: LAUREL TREE APARTMENTS: ADD TRELLIS Applicant: SAN DIEGO PERMIT CO INC IAN HARRIS PO BOX 124979 SAN DIEGO, CA 92112-4979 FEE BUILDING PLAN CHECK REVISION ADMIN FEE THIRD PARTY REVIEW -Consultant Cost (BLDG) Property Owner: CARLSBAD LAUREL TREE APARTMENTS LP 1355 3RD AVE CARLSBAD, CA 91911 Total Fees: $335.00 Total Payments To Date: $335.00 Building Division Applied: 06/25/2025 Issued: 06/26/2025 Finaled Close Out: 11/05/2025 Final Inspection: INSPECTOR: Balance Due: AMOUNT $35.00 $300.00 $0.00 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 PLAN CHECK REVISION OR Develof!.ment Services DEFERRED SUBMITTAL Building Division Carlsbad APPLICATION 1635 Faraday Avenue 442-339-2719 B-15 www.carlsbadca.gov ( by City Staff! Original Plan Check Number C,.,f;C,''Vo1>1' -D 0J5k Plan Revision Number (J(<.f;l[V!Jl6-010-:f- Project Address 1307 LAUREL TREE LANE General Scope of Revision/Deferred Submittal: _A_D_D_N_E_W_T_R_E_L_L_IS __________ _ CONTACT INFORMATION: Name IAN HARRIS Phone 619-395-7275 ________ Fa,,_ ________ _ Address PO BOX 124979 City SAN DIEGO Z. CA IP ----- Email Address SDPERMITCO@GMAIL.COM Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: Ii] Plans D Calculations D Soils D Energy D Other 2. 3. Describe revisions in detail List page(s) where each revision is shown NEW TRELLIS DETAILS C1 .7 NEW TRELLIS CALCS C1 .8 4. Does this revision, in any way, alter the exterior of the project? ({]Yes ONo 5. Does this revision add ANY new floor area(s)? OYes ({]No 6. Does this revision affect any fire related issues? O Yes [{]No 7. Is this a full set replacement (all sheets)? [{]Yes ONo ..@'.S'Signature __ ..:,_JL____;,....;..~-""'--'-'-~=-· __________ _ Date 6/25/2025 1635 Faraday Avenue. Carlsbad, CA 92008 fb.: 760-602-2719 fax: 760-602-8558 Email: building@carlsbadca.gov www.carlsbadca.gov SUBMITTAL INSTRUCTIONS: Revisions are changes to Active/Issued building permits that are not finaled or expired. Submission must be completed in the same manner as the original review (hard copy or digital). HARD COPY Residential or Commercial New, Addition, Remodels, must follow hard-copy submittal process. If you originally applied for a permit via hard copy plans, revisions are applied via a hard copy process. Hard copy submittals are submitted in-person at the Building Counter at 1635 Faraday Ave, Carlsbad CA 92008. Hard Copy Submittal Requirements: • Completed and signed form B-15. • A minimum of three (3) complete or partial plans is required. If the change effects any fire prevention related review items a fourth set is required. Note, if partial pages are submitted, at approval, the applicant will be responsible for slip-sheeting any new approved sheets into the city-held plan set at city offices. • If submitting revised reports/calculations, submit two (2) updated copies. If staff determine other reviewers to review the updated report/calculations, additional copies of reports/calculations may be required. • Form of payment for fees due or via on line payment. Once city receives a complete application and submittal, city will process and route plans and update you, typically via email, with next steps such as fees due, plan check updates, resubmittals, approvals and/or instructions on updating city-held plan sets or other approval documents. DIGITAL If you origina lly applied for a permit via the on line portal, submissions for revisions are uploaded via the self-service portal. Digital Submittal Requ irements: • Completed/signed form B-15. • Updated plan set (pdf). • Updates ca lculations or other supporting files, if applica ble (pdf ). Prior t o uploading, be prepared w ith all submittal items listed above in pdf format. Once you are ready with pdf files, log into the portal. Go to your dashboard, find 'Active Permits' and the original permit. Open the original permit, go to the Attachments tab and upload all files. Remember as you add mult ipl e files, to se lect the applicable file types for the different attachments. If you do not see the permit in the portal, please contact building, as you may need attached to the permit. Once all files are attached, click submit. City will review the new/uploaded files and update you via email and review/approval status and/or fees due. Once city receives a complete application, city will update you with next steps, including review updates, approval and updated plans. Depending on the scope of change, plan check may be required. If changes trigger additional plan review, additional plan review fees will be due per the City's current Master Fee Schedule. Substantial changes may t rigger updates in development impact or permit fees. Outstanding fees are due prior t o approval/issuance. If you have questions with navigating the portal (finding your permit, uploading files), please see the CSS Help Guide or contact us here. True Nortl1 COMPLIANC E SE RVICES July 31, 2025 City of Carlsbad Community Development Department -Building Division I 635 Faraday Ave. City of Carlsbad -FINAL REVIEW City Penn it No: PREV2025-0107 True North No.: 25-018-656 Carlsbad, CA 92008 Plan Review: Revision Trellis Addition Address: 1307 Laurel St Applicant Name: Ian Harris Applicant Email: SDPERMITCO@GMAIL.COM OCCUPANCY AND BUILDING SUMMARY: Occupancy Groups: R-2 Occupant Load: N/ A Type of Construction: V-B Sprinklers: No Stories: 2 Area of Work (sq. ft.): Information Not Provided sq. ft. The plans have been reviewed for coordination with the permit application. Valuation: Confirmed Scope of Work: Confirmed Floor Area: See Notes Below Notes: Project valuation and floor area were not confirmed in the permit application. Attn: Building & Safety Department, True North Compliance Services, Inc. has completed the final review of the following documents for the project referenced above on behalf of the City of Carlsbad: I. Drawings: One ( 1) copy dated June I 1, 2025, by Charles Pick. The 2022 California Building, Mechanical, Plumbing, and Electrical Codes (i.e., 2021 lBC, UMC, UPC, and 2020 NEC, as amended by the State of California), 2022 California Green Building Standards Code, 2022 California Existing Building Code, and 2022 California Energy Code, as applicable, were used as the basis of our review. Please note that our review has been completed and we have no further comments, however, we bring the following to your attention: 1. This project is Hourly. Please charge the applicant the following hours of plan review. True North Compliance Services, Inc. 8369 Vickers Street, Suite 207, San Diego, CA 92111 T / 562. 733.8030 Review No. Hourly Rate Hours Total pt Review $120.00 1.5 $180.00 2nd Review $120.00 1 $120.00 Total $300.00 We have enclosed the above noted documents bearing our review stamps for your use. Please call if you have any questions or ifwe can be of further assistance. Sincerely, True North Compliance Services Review By: Qamar Aloqaily -Plan Review Engineer Building Permit Finaled Revision Permit Print Date: 11/05/2025 Job Address: 1307 LAUREL TREE LN, CARLSBAD, CA 92011-1204 Permit No: Status: C cityof Carlsbad PREV2025-00SO Closed -Finaled Permit Type: BLDG-Permit Revision Work Class: Commercial Permit Revision Parcel#: Va luation: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: Code Edition: Sprinkled: Project Title: 2120405900 $0.00 Track #: Lot#: Project#: Plan#: Construction Type: Orig. Plan Check#: CBC2024-0086 Plan Check#: Description: LAUREL TREE APARTMENTS: DEFERRED SUBMITTAL FOR THE PLAYGROUND Applicant: Property Owner: CHAMPION PERMITS TIM SEAMAN CARLSBAD LAUREL TREE APARTMENTS LP 1355 3RD AVE 1127 11TH ST IMPERIAL BEACH, CA 91932-2901 (619) 993-8846 FEE CARLSBAD, CA 91911 BUILDING PLAN CHECK REVISION ADMIN FEE FIRE Plan Review (per hr -Regular Office Hours) TH IRD PARTY REVIEW -Consultant Cost (BLDG) Total Fees: $691.00 Total Payments To Date: Building Division $691.00 Applied: 02/28/2025 Issued: 04/16/2025 Finaled Close Out: 11/05/2025 Final Inspection: INSPECTOR: Balance Due: AMOUNT $35.00 $176.00 $480.00 $0.00 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 PLAN CHECK REVISION OR DEFERRED SUBMITTAL APPLICATION 8-15 Development Services Building Division 1635 Faraday Avenue 442-339-2719 www.carlsbadca.gov C'/2/'() ~ 1'11"'1/?Jf (by City Stafl'i Original Plan Check Number I JLl)Jv l(~ UUCJO Plan Revision Number ?/2tVQ025 -ot,5, b \! "l (___,1 LLl/½i~ --r7J ~=-1 ,. \ Project Address __ .;:)_~_u __ _._ ___ v _,....::;~_._.."'-\:r_..:::,,::___~.....__--=---=----L---_r_'\.J _________ _ General Scope of Revision/Deferred Submittal: P Lf4JC....,,, ~ CONTACT INFORMATION: Name :U v\A, ~vtrJ Address ____________________ City _______ Zip ____ _ Email Address 1) ltLl, g ~ LGN ()Ctz»v\\ T5 , c~ Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1. Elements revised: Jd' Plans D Calculations D Soils D Energy D Other 2. 3. Describe revisions in detail List page/s) where each revision is shown ~l,;'1\Ar~n£UN) I '--J 4. Does this revision, in any way, alter the exterior of the project? 5. Does this revision add ANY new floor area/s)? 6. Does this revision affect any fire related issues? 7. Is this a full set replacement /all sheets)? Date 1635 Faraday Avenue, Carlsbad, C -602-2719 ~: 760-602-8558 Email: building@carlsbadca.gov .carlsbadca.gov 1rue No1tl1 COMPLIANCE SE RVIC ES April 8, 2025 City of Carlsbad Community Development Department - Building Division 1635 Faraday Ave. City of Carlsbad -FINAL REVIEW City Permit No: PREY2025-0050 True North No.: 25-018-196 Carlsbad, CA 92008 Plan Review: Revision TI Laurel Tree Apartments Address: 1307 Laurel Tree Ln Applicant Name: Tim Seaman Applicant Email: tim@championpermits.com OCCUPANCY AND BUILDING SUMMARY: Occupancy Groups: NA Occupant Load: NA Type of Construction: NA Sprinklers: NIA Stories: NA Area of Work (sq. ft.): Playground equipment's The plans have been reviewed for coordination with the permit application. Valuation: Confi rmed Scope of Work: Confirmed Floor Area: Confirmed Attn: Building & Safety Department, True North Compliance Services, Inc. has completed the final review of the fo llowing documents for the project referenced above on behalf of the City of Carlsbad: I. Drawings: One (l) copy dated March 26, 2025, by R.J . 2. Drawings: One ( 1) copy dated December 3, 2024, by Pacific Play System, lnc. 3. Structural Calculations: One (I) copy dated March 28, 2025, by Massood Gaskari. 4. Other Documents: One ( 1) copy dated April 9, 2008, by Krauss Craft, Inc. The 2022 California Building, Mechanical, Plumbing, and Electrical Codes (i.e., 2021 IBC, UMC, UPC, and 2020 NEC, as amended by the State of California), 2022 Cali fornia Green Building Standards Code, 2022 California Existing Building Code, and 2022 California Energy Code, as applicable, were used as the basis of our review. Please note that our review has been completed and we have no further comments, however, we bring the following to your attention: 1. This project is Hourly. Please charge the applicant the fo llowing hours of plan review. True North Compliance Services, Inc. 8369 Vickers Street, Suite 207, San Diego, CA 92111 T / 562. 733.8030 Review No. Hourly Rate Hours Total 1st Review $120.00 2 $240 2nd Review $120.00 2 $240 Total $480 We have enclosed the above noted documents bearing our review stamps for your use. Please call if you have any questions or ifwe can be of fu rther assistance. Sincerely, True North Compliance Services Review By: Mohammad Afaneh -Plan Review Engineer Quality Review By: Alaa Atassi Senior Plan Review Engineer True North '/. COMPLIANCE SERVICES March 7, 2025 City of Carlsbad Community Development Department -Building Division 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review: Revision Commercial Interior Remodel Address: 1307 Laurel Tree Ln, Carlsbad CA City of Carlsbad-FIRST REVIEW City Pennit No: PREV2025-0050 True North No.: 25-01 8-196 Applicant ame: Tim Seaman Applicant Email: tim@cbampoinparmits.com True North Compliance Services, Inc. bas 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: Electronic copy dated October 3, 2024, by Pacific play systems. Attn: Permit Technician, the scope of work on the plans bas been reviewed for coordination with the scope of work on the permit application. See below for info rmation if the scope of work on plans differs from the permit application: Valuation: Scope of Work: Floor Area: Confirmed Confirmed Confirmed This project is hourly. Please charge the applicant the following hours of plan review. Review# Hours Rate Total p t 2 $120.00 240.00$ Our comments follow on the attached list. Please call if you have any questi ons or if we can be of further assistance. Sincerely, True North Compliance Services Review By: Mohammad Afaneh -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 Revision Commercial Interior Remodel 1307 Laurel Tree Ln March 7, 2025 Plan Review Comments HARD COPY -RESUBMITT AL INSTRUCTIO S: City of Carlsbad-FIRST REVIEW City Permit No.: PREV2025-0050 True North No.: 25-018-196 Page2 Please do not res ubmit 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. Submi t FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). Corrected sets can be submitted as fo llows: 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 appli cable) 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 INFORMATIO : 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., 202 1 IBC, UMC, UPC, and 2020 NEC, as amended by the State of California). B. There may be other comments generated by the BuildLng 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. l and CBPC 6735. This item will be verified prior to plan approval. E. If you have any questions regarding the comments below, please contact Mohammad Afaneh via email mohammada@tncservices.com or telephone (562) 733-8030. OCCUPANCY & BIDLDING SUMMARY: Occupancy Groups: NA Occupant Load: NA Type of Construction: NA Sprinklers: NIA Stories: NA Area of Work (sq. ft.): Playground equipment's Revision Commercial Interior Remodel 1307 Laurel Tree Ln March 7, 2025 COMMENTS: General: City of Carlsbad-FIRST REVIEW City Permit No.: PREV2025-0050 True North No.: 25-018-196 Page3 S 1. No sufficient details were provided for the construction of the kid's playground. Provide manufacture framing sheets, anchorage details, and calculations. Please provide all related construction details for review. Anchorage structural calculations and details in accordance with ASCE 7-16 chapter 13 are required. If you have any questions regarding the above comments, please contact Mohammad Afaneh via email mohammada@tncservices.com or telephone (562) 733-8030. [END] a PEE Private Eyes Engineers Soils. Foundation & Framing Soeclahsts STRUCTU RAL CALCU LATIO NS FOR PROJECT: ,HJ,, n c/,,,_,,:h (7 ;:J,,,j_ fl?tJ,p,.. ,,-,,d 5 .,L. _,-,-,,:;.J-un= 130? L.avre-1 /rt)t!J LJJ. Cr6/4d CA PROJECT NUMBER: /JG'£ 030S-f'. ~ DATE: !!'3-2-J;~ ISSUE DATE: REVISION DATES: THIS SET OF CALCULATIONS HAS A TOTAL OF _ ____.:J~v.z"'-__ PAGES. 193 0 Watson Way Suite A. Vista CA 9208 1 Phone (760)599-8566 mg@peene.ineers.com LAUREL TREE APTS SW VIEW STRUCTURE# PROJECT# DATE R3563A5AA PAC24DC59FA 10/1/2024 II FORKIDS AGES 5-12 LAUREL TREE APTS TOPVlEW Transfer Station Twister Spiral Slide STRUCTURE# PROJECT# DATE R3563A5AA PAC24DC59FA 9/24/2024 ADA ACCESSIBILITY GUIDELINES • ADAAG CONFORMANCE ELEVATED ACCESSIBLE RAMP ACCESSIBLE GROUND TYPES 5 413 00 212 212 CHILD CAPACITY '43 MAX FALL HEIGHT 72 Maze Panel Spiral Climber Pacific Play Systems, Inc. MIN. USE ZONE 26' x 26' (7.717m x 7.8m) Vert1cal Ladder Steel Hex Roof Tic-Tac-Toe Panel Open Store Panel (below} ■ FOR KIOS • -AG-E'S 5-12 GENERAL NOTES This conceptual plan Is based on Information provided prior 10 oonstruction. Oeta0ad slta information, including Iha following, should be obtained, evaluated, and u1ilized in the final project design. Exact site dimensions, topography, existing utilities, soil conditions and drainage solution&. WARNING: Accesslble safety surfacing material is required beneath and around this equipment that has a critical height value (Fall Height) appropriate for the highest accessible part Of this equipment. Refer to the CPSC'S Handbook For Public Playground Safety, Section 4: Surfacing. LAUREL TREE APTS SWVIEW STRUCTURE# PROJECT # DATE R35507ABA PAC24DC59FA 10/1/2024 II FORKIDS AGES 2-5 LAUREL TREE APTS TOP VIEW STRUCTURE# PROJECT# DATE Pilot Panel R35507ABA PAC24DC59FA 9/24/2024 • lie-Tac~ Toe Panel • Theater Panel ADA ACCESSIBILITY GUIDELINES -ADAAG CONFORMANCE ELEVATED 0 ACCESSIBLE 0/0 RAMP ACCESSIBLE GROUND TYPES 011) M) 3/0 CHILD CAPACITY 16 MAX FALL HEIGHT 0 Crawl Tube Panel Steel Gable Shade ~!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!E;-i Roof -f , 4,;;• I I , I . Crawl Tube Panel Memory d /4' Panel 1 Maze Panel Pacific Play Systems, Inc. MIN. USE ZONE 16' x 22' (4.627m x 6.41 1 m) Parachute Panel • FOR KIDS AGES 2-5 GENERAL NOTES This conceptual plan Is based on Information provided prior to constnJction. Detaffed site information, including the following, should be obtained, evaluated, and utiized in the final project design. Exact site dimensions, topography, existing utilities, soil conditions and drainage solutions. WARNING: Accessible safety surfacing material is required beneath and around this equipment that has a critical height value (Fall Height) appropriate for the highest acceuible part of this equipment Refer to the CPSC'S Handbook For Public Playground Safety, Section 4: Surfacing. Private Eyes Engineers Soils. Foundation & Fram in S iecialists •·• 1· ... -·-r - 13.cJ-;z ,Lc;i vi YV2,/ TrfJe • /.JJ, C:,r Js 6~cl CA /?:::-uncL..J, en, P-_ J ;;;;;,513 Y/ ;],~·,?~ /J/4-;7 5Jk'7s . /,7E.£~:$.tP5"e,,~ ..... aJ-t:?--s-' ..•......•..............•...•.... '··········--r-· .. ·• .. ··; .. •• ..... i ... •··1······· •·1 (··· ... :r ! .. 1 . ! • ! 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WARNING: Accessible safety surfacing material is required beneath and around this equipment that has a critical height value (Faff Height) appropriate for the highest accessible pert of this equipment Refer to the CPSC'S Handbook For Public Playground Safety, Section 4: Surfacing. • ···••· •• j ! ••••••••••• ·: ==--- 1930 Watson Way, suite A, Vista, CA 92081 Phone (760) 599-8566 mg@peengineers.com 8/.2b a PEE Private Eyes Engineers Sorts . Foundation & Framin Spec,al,sts •• p;,//·~r •• 1~··r:::::4~·:+· .:.: :J· .:. ·:: i ... · 1····· .. ······1··~ ·:.· ... r ·:··:.----:. ·:·:.:: · ' • . ?.h,3/1'p o t:>. lb..J.'./. .... L. fl~ w. ..... ~ ...... ¥... .. :;: .. ~j ................ l... ........ . · ······ r·· · ·1 ·- •••• •••• ·•·••··. ••••• ••· j·•··•·••·••····••·t•·•-•··· i I i';'co+ ••••.•.••.•• ...... ;:,.i',········ •••• ✓~./ ... i?r-~t .h..Ph •• l . ...,_,) ··lo:::. J.'30 : • C.,J .1~ .1.. g;:-. .... 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' ..... Yh.. 7 ..... l... .... ~.JI, 2 • 0, ~ D-t-, : ~ vJ • 1 1·. ~ : ..... A . 2-_J . '!' .. 1930 Watson Way, suite A, Vista, CA 92081 Phone (760) 599-8566 mg@peengineers.com • PEE Private Eyes Engineers Soils. Foundation S Framing Soec,allsts .. _ ......... •·• .... , .. . ... . ' ... . ' ?., ,t.iT f { ?f ){.,-"'· 2 J:> i . I), i 11} I i ,.s; 1 1-l -, t~ -J 1 · ..... ·· 1 · · · ~ ! · .· ! · • , F . ~ . i••·z !··7 +··········!~······i /.g{)·.····· .. ··.·;· /rt .. ! .,It l G' ••••••• •1 J t l-~I rc.:r l. --µ+ _r 4 -> , , --, j)' '# . . ., .... r ,· .. :,··y .. '·~··( ., •• 'r:"2 7$b.>(•l-4•-·:~ ... -... ..... 7 .. 1/~ ···!····· ... + ........ ; ...... ; ... ........ ~ .. i J~ ··· ~1t1 (,i • ~i 1t)_, ; v I , Pz,yf , , , , · , ····· ·,· · ....... , .......... l ifzxJ•+ ·· ···· ··.!· 1. J :t. r ····•··· r ; i : J r 1930 Watson Way, suite A, Vista, CA 92081 Phone (760) 599-8566 mg@peengineers.com lo/,<b I of3 USGS web services were down for some pertod of time and as a result this tool wasn't operaHonal, resulting in timeout error. USGS web services are now operational so this tool should work as expected. A The Laurel Tree Apts 1307 Laurel Tree Ln, Carlsbad, CA 92011 , USA Latitude, Longitude: 33.1208819, -117.3009775 ::i: a: 0. ti) ::, -I < 0 ~ 't, ~ 3 Ill '< f/) Go gle -g_ -Cl ... Date Design Code Reference Document Risk Category Site Class Type Value Ss 1.036 S1 0.375 SMs 1.243 SM1 null -See Section 11.4.8 Sos 0.829 So1 null -See Section 11.4.8 Type Value soc null -See Section 11.4.8 Fa 1.2 Fv null -See Section 11.4.8 PGA 0.455 FPGA 1.2 PGAM 0.546 TL 8 SsRT 1.036 m CT r:r ::t i ~ Description )> < s;· "' c» -0 i .MAAC-Laurel Tree Center Description 3/19/2025, 2:18:35 PM ASCE7-16 II D -Default (See Section 11.4.3) MCER ground motion. (for 0.2 second period) MCER ground motion. (for 1.0s period) Site-modified spectral acceleration value Site-modified spectral acceleration value Numeric seismic design value at 0.2 second SA Numeric seismic design value at 1.0 second SA Seismic design category Site amplification factor at 0.2 second Site amplification factor at 1 .0 second MCEG peak ground acceleration Site amplification factor at PGA Site modified peak ground acceleration long-period transition period in seconds Probabilistic risk-targeted ground motion. (0.2 second) OSHPD <) ... CZ, ~o<:-cS- ~e,~ ~ cP'<:i 1 Map data ©2025 Google SsUH SsD 1.159 1.5 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceler11tion Factored deterministic acceleration value. (0.2 second) S1RT 0.375 Probabilistic risk-targeted ground motion. (1.0 second) 3/19/2025, 2:19 Plv Type S1UH S1D PGAd PGAuH CRs CR1 Cy 2 of3 Value 0.415 0.6 0.527 0.455 0.894 0.905 1.307 Description Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration. Factored deterministic acceleration value. (1.0 second) Factored delerministic acceleration value. (Peak Ground Acceleration) Uniform-hazard (2% probability of exceedance In 50 years) Peak Ground Acceleration Mapped value of the risk coefficient at short periods Mapped value of the risk coefficient at a period of 1 s Vertical coefficient 3/19/2025, 2: 19 PM 3 of3 DISCLAIMER While the Information presented on this website is believed to be correct, SEAOC /OSHPD and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in this web application should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. SEAOC / OSHPD do not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals In Interpreting and applying the results of the seismic data provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location In the search results of this website. 3/19/2025, 2:19 PM 1930 Watson Way, Suite A, Vista CA l ASCE 7-16 Seismic Base Shear UC#: KW-0601 3974, Bulld:20.24.12.02 Civil Engineering Design Group DESCRIPTION: Seismic Base Shear Analysis Specific Description: T~e Laurel Tree Apts -Carlsbad CA -Seismic Analysis Risk Category Project File: PEE PROJ.ec6 (c) ENERCALC, LLC 1982-2025 Calculations per ASCE 7-16 Risk Category of Building or Other Structure: "II": All Buildings and other structures except those listed as CategoryfCE 7-16, Page 4, Table 1.5-1 Ill, and IV Seismic Importance Factor USER DEFINED Ground Motion ---------Max. Ground Motions, 5% Damping S s = 1.036 g, 0.2 sec response S 1 = 0.3750 g. 1.0 sec response For the closest datapoint grid location .. Latitude = 0.000 deg North Longitude = 0.000 deg West 1 Site Class, Site ~oeff. and Design C.::...a:..:..:t""eg.._o=-'-ry~------------ cIassificat1on: "D" : Shear Wave Velocity 600 to 1,200 ft/sec Site Coefficients Fa & Fv (using straight-line Interpolation from labia val Maximum Considered Earthquake Accelerat Design Spectral Acceleration Seismic Design Category Resisting Sys!_e_m __ Fa Fv SMS =Fa • Ss SM1 = Fv • S1 sos= sMs. 2/3 501 = 5M1 • 213 = D (Based on Testing) ::: 1.20 ::: 1.93 ::: 1.243 ::: 0.722 ::: 0.829 = 0.481 = D ASCE 7-16, Page 5, Table 1.5-2 ASCE 7-1611.4.2 ASCE 7-16 Table 20.3-1 ASCE 7-16 Table 11.4-1 & 11.4-2 ASCE 7-16 Eq. 11.4-1 ASCE 7-16 Eq. 11.4-2 ASCE 7-16 Eq. 11.4-3 ASCE 7-16 Eq. 11.4-4 ISCE 7-16 Table 11.t>-1 & -2 ASCE 7-16 Table 12.2-1 Basic Seismic Force Resisting System .. Cantilevered column systems detailed to conform to specific classification 2.Steel ordinary cantilever column systems = Response Modification Coefficient • I = System Overstrength Factor • Wo • Deflection Amplification Factor • Cd ' = 1.25 Building height Limits : 1.25 1.25 Category "A & B" Limit: Category •c• Limit: Category "D" Limit: NOTE! See ASCE 7-16 for all applicable footnc Category "E" Limit: Category "F" Limit: Lateral Force Procedure Equivalent Lateral Force Procedure Limit= 35 Limit= 35 Not Permitted ,I Not Permitted ,i Not Permitted ,i ASCE 7-16 Section 12.8.2 The "Equivalent Lateral Force Procedure· Is bejng used according to the provisions or ASCE 7-16 12.a Determine Building Period Structure Type for Building Period Calcul.AII Other Structural Systems • Ct• value = 0.020 • hn • : Height from base to highest leve • x • value = 0.75 "Ta• Approximate fundemental period using Eq. 12.8-7 : Ta= Ct* (hn "x) = "TL": Long-period transition period per ASCE 7-16 Maps 22-14 -> 22-17 15.50 ft 0.156 sec 8.000 sec Use ASCE 12.8-7 Building Period "Ta "Calculated from Approximate Method seh= 0.156 11 Cs II Response Coefficient ASCE 7-16 Section 12.8.11 S05 : Short Period Design Spectral Response = 0.829 From Eq. 12.8-2, Preliminary Cs = 0.663 • R " : Response Modification Factor = 1.25 From Eq. 12.8-3 & 12.8-4 , Cs need not exceE = 2.464 • I • : Seismic Importance Factor = From Eq. 12.8-5 & 12.8-6, Cs not be less than = 0.036 Cs : Seismic Response Coefficient :: = 0.6630 1930 Watson Way, Suite A, Vista CA jASCE 7-16 Seismic Base Shear UC#: KW--06013974, Buiici:20.24.12.02 CiVil Engineering Design Group DESCRIPTION: Seismic Base Shear Analysis Seismic Base Shear Cs = 0.6630 from 12.8.1.1 Vertical Distribution of Seismic Forces : x exponent ase on Ta = Table of building Weights by Floor Level ... Level # Wi : Weight HI : Height W ( see Sum Wi below ) = Seismic Base Shear V = Cs • W = (Wi • Hi"k) Cvx Fx=Cvx • V Project FIie: PEE PROJ.ec6 (c) ENERCALC, LLC 1982-2025 ASCE 7-16 Section 12.8.1 0.00 k 0.00 k ASCE 7-16 Section 12.8.3 ----- Sum Story Shear Sum Story Moment Sum Wi = 0.00 k Sum WI• HI = 0.00 k-ft Total Base Shear= 0.00 k Base Moment = hra m Forces : Seismic Design _Cat~ory ''.;;;B_"--=t-=-o_".;_F_" ________ _ Level # Wi Fl Sum Fi Sum WI Fpx : Calcd Fpx: Min Fpx: Max Wpx . . . . . . . . . . . . . . . . . . . . Weight at level of diaphragm and other structure elements attached to It. Fi . . . . . . . . . . . . . . . . . . . . . . Design Lateral Force applied at the level. Sum Fi . . . . . . . . . . . . . . . . . . Sum of "Lat. Force" of current level plus all levels above MIN Req'd Force @ Level . . . 0.20 • Sos * I * Wpx MAX Req'd Force@ Level .. 0.40 •Sos *I* Wpx Fpx : Design Force@ Level . Wpx • SUM(x->n) Fi / SUM(x->n) wi, x = Current level, n = Top Level 0.0 k-ft ASCE 7-1612.10.1.1 Fpx Dsgn. Force w' ,·,., cJ 4n ,/ ..-~ / .5 t,/~ \( If., -q~. s-/,t I p,j} V -:::; 33 ~ / p p()j .J- 1930 Watson Way, suite A, Vista, CA 92081 Phone (760) 599-8566 mg@peengineers.com a PEE Private Eyes Engineers Soils. Foundation & Fran11nq Suern1l1sts .;. ; VT , _ .1?, !>-!+ :s 3. '. .: 41. ~ ! /t-l,v + • : .. I V i~·/+ i= ~]3 I ~/~ft--'f, ..... r- -S"t> j ~ 1P,Jf' --, 3 PP; J! Y fbJf l ·• 1930 Watson Way, suite A, Vista, CA 92081 Phone (760) 599-8566 mg@peengineers.com 11:fjU vvatson vvay, ::;une A, vista ~A [Pole Footing Embedded in Soil UC#: KW-06013974, Bulld:20.25.03.24 Civil Engineering Design Group DESCRIPTION: The Laurel Tree Apts -Canopy for Playground Code References Calculations per IBC 2021 1807.3 Load Combinations Used : ASCE 7-22 / IBC 2024 (L<=100psf) General lnfonnat/on Pole FooUng Shape Pole Footing Diameter ........ . Circular 30.0 in Calculate Min. Depth for Allowable Pressures No Lateral Restraint at Ground Surface Allow Passive ....... • ....... . 250.0 pcf 1,500.0 psf Point Load Max Passive ............... . Controlling Values Governing Load CombinaliflO+0.60W Lateral Load Moment NO Ground Surface Restraint Pressures at 113 Depth Actual Allowable Minimum Required Depth Fooling Base Area Maximum Soll Pressure Applied Loads Lateral Concentrated Load (k) D: Dead Load Lr: Roof Uve L: Live k k k k S: Snow W :Wind E : Earthquake H : Lateral Earth Load distance above 0.09950 k k k ground surface 15.50 ft Load Combination Results Load Combination DOnly +D+Lr +D+0.750Lr +D+0.60W +D+0. 750Lr+0.450W +D+0.450W +0.60D+0.60W +0.600 0.05970 k 0.9254 k-ft 195.185 psf 195.590 psf 2.375 ft 4.909ft"2 0.07130 ksf Lateral Distributed Loads (k TOP of Load above ground surface BOTTOM of Load above ground surface J:orc'es"@''~rotma "Soria~ Loads -(k) Moments -(ft-k) 0.000 0.000 0.000 0.000 0.000 0.000 0.060 0.925 0.045 0.694 0.045 0.694 0.060 0.925 0.000 0.000 k/ft k/ft k/ft k/ft k/ft k/ft k/ft ft ft R~ Depth · (ft) 0.13 0.13 0.13 2.38 2.25 2.25 2.38 0.13 Project File: PEE PROJ.ec6 {c) ENERCALC, LLC 1982-2025 No lateral restraint • I.::! i N Vertical Load (k) 0.050 k 0.30 k k k -0.0310 k k k ~Fess'ure'a'f1J'j"1'eptn s~ Actual • (psf) Allow -(psf) Factor 6.o 6.o 1.000 0.0 0.0 1.000 0.0 0.0 1.000 195.2 195.6 1.000 176.0 177.4 1.000 176.0 177.4 1.000 195.2 195.6 1.000 0.0 0.0 1.000 '-&(:2<.P 1930 Watson Way, Suite A, Vista CA l Pole Footing Embedded in Soil UC#: KW--06013974, Build:20.25.03.24 Civil Engineering Design Group DESCRIPTION: The Laurel Tree Apts -Canopy for Playground 0(0.050),Lr(0.30),W(-0.0310) ---W(0.099~ 15.5 ft Project File: PEE PROJ.ec6 (c) ENERCALC, LLC 1982-2025 0 PEE Private Eyes Engineers So,ts. Foundation & Framin S ec:ialists ' 'i3. ···•1 q~~t fy /~t4/r-¥ [ A~ ;. . ~...... ... . ... ;..... .. . . .. i ............... j .... .. . . j . . . .. . .. . <··· .... .. ... . . . A r pr,, r:7 1~ <( 4,.i',,,,~ •• 7t L-1•····· ,.;,,:L.·· ·;:-·~· t·~··· ·;1 ••• l . • ·.:,,, .•. !,.· •••••• 1 • //i i-· .. ;.f.'.,:,.,7-".j ..... ·:· . •••• . it· ... d.J.£. ....... 11...£ ...... ..l.f ... ~.6 .. 1. ... ~ .... ~.:~ ~f .~ .c~.·f: )· •• 1 L,. ~J 1,.' F1i, ;~, .• • .. _; i,. •. I,.· i ' r.--....... ;,:.· .·.••-••···: ....... . ... ) ............ .).......... . ......... ) .......... : . ·_.;-·: : : . : D ~i ~. ( 1.2 ,I z. S -?L ~ I ::= : . ~./. ;z__._f~~ .... ~ .......... .. i = , l l l l l :··· .i _.~r· .... ~1 ·:>i~ t 1-s. 17 s-1 . -l. r;1-. lzf.. • 1 ... l i 1 i .._ i i } ..... Ti;;;J·· •. ·;;:e>. l. p.;Jf .• 1 . . i. . l .... : .. :.:.T.~.· :·. • .. I PL, I ::-l, 4, ••..... I ~ L (,. f ~-'J/'I I i ·( ... .. 1"... . . [ . . . i -,. : i tf j . . .. .. ,_ . , ......... , ......... , ---.. , 1.s-. j :J ,/°-&,,,-l°~r , : l • ! l ! : .. r-·. . i· .. : i ... • .. 1°' ........ j ~/ .... . . .. . .......... r : : . ; 1930 Watson Way, suite A, Vista, CA 92081 Phone (760) 599-8566 mg@peengineers.com LAUREL TREE APTS TOP VIEW STRUCTURE# PROJECT# DATE Pilot Panel R35507ABA PAC24DC59FA 9/24/2024 • • I / lie-Tac-Toe Panel Theater / I Crawl Tube Panel ADA ACCESSIBILITY GUIDELINES -ADAAG CONFORMANCE ELEVATED 0 ACCESSIBLE 010 RAMP ACCESSIBLE GRO~O TYPES 0/0 8/0 3/0 CHILD CAPACITY 16 MAX FALL HEIGHT 0 Steel Gable Shade Roof / Memory j."7 Panel I Maze • 1 Parachute Panel' GENERAL NOTI:S This conceptual plan Is based on Information provided prior to construction. Detailed site lnf0m1ation, including the following, should be obtained. evaluated, and utilzed in the final project design. Exact aila dimensions, topography, existing utilities, soil condiUons and drainage solutions. WARNING: Accessible safely surtac.,g material Is required beneath and around this equipment that ha& a aitical height value (Fafl Height) appropriate for the higheS1 accessible part of this equipment Refer to the CPSC'S Handbook For Public Playground Safety, Section 4: Surfacing. Panel Crawl Tube Panel Panel '-._. C,9,rf-v' I I:,,,~~ t>.. Y'-e,;-..., pa-,/' -Po:s+ Pacific Play Systems, Inc. MIN. USE ZONE 16' x 22' (4.627m x 6.411m) a PEE Private Eyes Engineers S011s. Foundation & Framing S eciahsts l •••••• , •••••••••• ·r ·•·• .. ·••• •• • ••.. . r·--•·•·········-r--·· .......•.. f frJ~4 J~ ~-y .. r •• • • 1--J .... • : j .. 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I . i i ·• L. · · 1·· · · · .... t ·( & fl/' ' . ;. .; · .......... ·: ........ , r l • ~ 1· ii • ' '1"" • • i ; ; ,~ j .... ; • ""/ ·: .. ::.: ::::·_:,,,,.· .· · .. . . . ·~ •. . .. . :/ , : ! : ! ~ JJ ' C 6 . • ! ·IF·1J .z,.tj...1 ...... /.J .. !...t'-.!4:-.:L. ........... ! : :, .. ,]25 11 -). i •. ~!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!1!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!'!!!!!!!!!!!!!!!!!!!!!2; 4 1930 Watson Way, suite A, Vista, CA 92081 Phone (760) 599-8566 mg@peengineers.com 1930 Watson Way, Suite A, Vista CA [ Pole Footing Embedded in Soil LIC#: KW-06013974, Build:20.25.03.24 Civil Engineering Design Group DESCRIPTION: The Laurel Tree Apts -Canopy for Equipment Code References Calculations per IBC 2021 1807.3 Load Combinations Used: ASCE 7-22 / IBC 2024 (L<=100psf) General lnfonnation Pole Footing Shape Circular Pole Footing Diameter. . . . . . . . . 18.0 in Calculate Min. Depth for Allowable Pressures No Lateral Restraint at Ground Surface Allow Passive . . . . . . . . . ... . Max Passive ............ . 250.0 pcf 1,500.0 psf Point Load Controlling Values Governing Load CombinatieD+0.60W Lateral Load 0.03540 k Moment 0.3126 k·ft NO Ground Surfar,e Restraint Pressures at 1/3 Depth Actual Allowable L Minimum Required Depth Footing Base Area Maximum Soil Pressure Applied Loads 163.597 psf 164.928 psf 2.0 ft 1.767 ft"2 0.01732 ksf Lateral Concentrated Load (k) Lateral Distributed Loads (k D : Dead Load Lr : Roof Live L : Live S: Snow W :Wind E : Earthquake H : Lateral Earth Load distance above ground surface k k k k 0.0590 k 0.0 k k 8.830 ft Load Combination Results Load Combination DOnly +D+Lr +D+0.750Lr +D+0.60W +D+0. 750Lr+0.450W +D+0.450W +0.60O+0.60W +0.600 TOP of Load above ground surface BOTTOM of Load above ground surface F6fMs@''GWunc1 'sGrtaee Loads· (k) Moments • (ft·k) 0.000 0.000 0.000 0.000 0.000 0.000 0.035 0.313 0.027 0.234 0.027 0.234 0.035 0.313 0.000 0.000 k/ft k/ft k/ft k/ft k/ft k/ft k/ft ft ft ~eQ'u1rec1 Depth • (ft) 0.13 0.13 0.13 2.00 1.88 1.88 2.00 0.13 Soil Surface Project File: PEE PROJ.ec6 (c) ENERCALC, LLC 1982-2025 No lateral reraint l~ Vertical Load (k) 0.01530 k 0.01530 k k k -0.0190 k k k i5ress'urinit1 ~ 15ep1l, s'mTi'n'cr'e~se Actual • (psf) Allow• (psf) Factor 0.0 6.o 1.000 0.0 0.0 1.000 0.0 0.0 1.000 163.6 164.9 1.000 148.2 148.8 1.000 148.2 148.8 1.000 163.6 164.9 1.000 0.0 0.0 1.000 1930 Watson Way, Suite A, Vista CA Pole Footing Embedded in Soil Project File: PEE PROJ.ec6 LIC#: KW--060139 4, Build:20.25'""".0"'""3.=24a--------c:C~ivl~I E.,..ng...,in_ee_rf~ng"'""De.c--,si~gn-,G"""ro_u_p ----------,-(er.) E=N=E=R=cA-L~C-. L-LC~19~82~-2~025 DESCRIPTION: The Laurel Tree Apts -Canopy for Equipment D(0 .01530},l..r(O .01530}, W(-0 .0190) 8.83 ft 2 ft CONCRETE FOOTINGS 06.1 IMPORTANT: The footing depth for support posts and other equipment must be adjusted to compensate for depth/ thickness requirements of the selected Impact attenuating safety surface. (i.e. wood chips vs. rubber matting). Post ., . A . Rubber Surfacing Approx. Depth 2-3• Base Material Support Pipe Approx. Depth 4" • • • Slope Top -, '. of Footing • for Drainage• _,._ __ Coocrete __ .,_ Footing Foottng ---+--,-~~ Pin t-'--r---Support Block ,=h-r,,~s,.,.,,,,;;~~~, Recommended m1.1Um11Un~rt,.11mll~Wn1-...-.~r---Undisturbed Soll 12:' MIN. -n~-t/Dtnmn,::zitflillffl~l;;;;;J~;;;;m--Support Block Recommended ~ffl~BIIEl~m~Bi!Elrl'!:!1111!:~----Undisturt>ed Soll .._ __ 18' MIN. __ _., • If base material is concrete, footing does not to be sloped Figure 6.1. IMPORTANT: 1 Use more concrete as required for supporting activities with movement such as the Track Rides, Traverses, Chinning Bars and Swings. 2 See specific Swing Assembly Instructions for swing post footings and ground cover requirements. Larger footings (more concrete) may also be required due to weather conditions and poor (unstable, loose or 3 granitic) soil. Before changing footing dimensions we recommend that the footings be reviewed and approved bv a reqistered Enoineer. 4 Base of the footing must be below the frost line. Determine depth of frost line for your area and adjust footing depth (not post and support depth) as required. PLAYCRAFT SYSTEMS Manufactured by Krauss Craft, Inc. Phone: (541) 955-9199 Fax: (541) 955~130 04/09/2008 Building Permit Finaled Revision Permit Print Date: 11/05/2025 Job Address: 1307 LAUREL TREE LN, CARLSBAD, CA 92011-1204 Permit No: Status: {city of Carlsbad PREV2025-0027 Closed -Finaled Pe rmit Type: BLDG-Permit Revision Work Class: Commercial Permit Revision Parcel #: Valuation: Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Occupant Load: Code Edition: Sp rinkled: Project Title: 2120405900 $0.00 Track#: Lot#: Project #: Plan#: Construction Type: Orig. Plan Check#: CBC2024-0086 Plan Check#: Description: LAUREL TREE APARTMENTS: REVISED MOBILITY UNITS AND PATH OF TRAVEL Applicant: CHAMPION PERMITS TIM SEAMAN 112711TH ST IMPERIAL BEACH, CA 91932-2901 (619) 993-8846 FEE BUILDING PLAN CHECK REVISION ADMIN FEE TH IRD PARTY REVIEW -Consultant Cost (BLDG) Property Owner: CARLSBAD LAUREL TREE APARTMENTS LP 1355 3RD AVE CARLSBAD, CA 91911 Total Fees: $275.00 Total Payments To Date: $275.00 Building Division Applied: 02/03/2025 Issued: 02/28/2025 Finaled Close Out: 11/05/2025 Final Inspection: INSPECTOR: Balance Due: AMOUNT $35.00 $240.00 $0.00 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 PLAN CHECK REVISION OR DEFERRED SUBMITTAL APPLICATION B-15 Development Se rvices Building Division 1635 Faraday Avenue 442-339-2719 www.carlsbadca.gov (byCityStaf!J Original Plan Check Number C&.zoz. L{ -0066, Plan Revision Number f'/!.t V d~ J r'-(}~)7 Proj ect Address (g:f] ~~ ~ 4&, L-N General Scope of Revision/Deferred Submittal: (L()/t-~ f-0 00 l ~ CONTACT INFORMATION: Nam e 77FIA.. Phone A ddress ____________________ City ______ Zip ____ _ Email Address ?z rvt@ C-~{~f(_,,9 1__JA .. A,_ ( D, C ~ Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: Plans D Ca lculations D Soils Energy D Other 4. 5. 6. 7. 2. Describe revisions in detail 3. List page(s) w here each revision is shown Does this revision, in any w ay, alter the exterior of the project? gves D No Does this revision add A NY new floor area/s)? D Yes ~ No Does this revision affect any fire related issu es? D Yes ~ No ~Signatur D~:es~~ ~~~l'f\: 760-602-27 19 ~: 760-602-8558 bll.l!"'-lli...!,"-"-'-'-'=~==~= www.carlsbadca.gov February 5, 2025 City of Carlsbad Community Development Department -Building Division 1635 Faraday Ave. Carlsbad, CA 92008 Plan Review: Revision TI Laurel Tree Apartments Address: 1307 Laurel Tree Ln Applicant Name: Tim Seaman Applicant Email: tim@championpennits.com OCCUPANCY AND BUILDING SUMMARY: Occupancy Groups: R-2 Occupant Load: N/ A Type of Construction: V-B Sprinklers: No Stories: Two Area of Work (sq. ft.): 9,849 sq. ft. The plans have been reviewed for coordination with the permit application. Valuation: Confirmed Scope of Work: Floor Area: Confirmed Confirmed Attn: Building & Safety Department, True North COMPLIANCE SERVICES City of Carlsbad -FINAL REVIEW City Penn it No: PREV2025-0027 True North No.: 25-018-097 True North Compliance Services, Inc. has completed the fmal review of the following documents for the project referenced above on behalf of the City of Carlsbad: 1. Drawings: One (I) copy dated January 23, 2025, by Charles Pick. The 2022 California Building, Mechanical, Plumbing, and Electrical Codes (i.e., 2021 IBC, UMC, UPC, and 2020 NEC, as amended by the State of California), 2022 California Green Building Standards Code, 2022 California Existing Building Code, and 2022 California Energy Code, as applicable, were used as the basis of our review. Please note that our review bas been completed and we have no further comments, however, we bring the following to your attention: 1. In order to expedite the pennitting process, we have made annotations (in red ink) to A 1.05. 2. This project is Hourly. Please charge the applicant the following hours of plan review. True North Compliance Services, Inc. 8369 Vickers Street, Suite 207, San Diego, CA 92111 T / 562.733.8030 .. Review No. Hourly Rate Hours Total 1st Review $120.00 2 $240 Total $240 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: Mohammad Afaneh -Plan Review Engineer Quality Review By: Alaa Atassi -Senior Structural Engineer Construction change scope of work: 1. T0.01 Unit Matrix: Rearranged the designated mobility units for better path of travel. No change to quantity or unit type mix. 2. A 1.0 through A 1.06: revised mobility unit locations, revised path of travel to mobility units, revised parking for mobility units, revised mailbox plans. 3. A4.10: revised mobility unit type A kitchen for better compliance with code and clearances. 4. M4.10: support for sheet A4.10. 5. P0.10: revised water heater specifications providing code compliant energy usage 6. P4.10: support for sheet A4.10. 7. T24: revised title 24 reports showing compliance with revised water heaters.