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1082 PALM AVE; ; CBR2019-1940; Permit
Building Permit Finaled (city of Cdlsbad- - .- Residential Périnit Print Date: 12/15/2020 Job Address: 1082 PALM AVE, CARLSBAD, CA 92008-2547 Permit Type: BLDG-Residential Work Class: Parcel #: 2051900900 Valuation: $110,413.65 Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Permit No: CBR2019-1940 Status: Closed - Finaled Second Dwelling Unit Applied: 07/23/2019 Issued: 02/26/2020 DEV2019-0163 Finaled Close Out: Inspector: TAlva Final Inspection: 12/15/2020 Track #: Lot #: Project #: Plan #: Construction Type: Orig. Plan Check #: Plan Check #: Project Title: THIRKELL ADU Description: THIRKELL: 639 SF ADU ABOVE EXISTING GARAGE /I 105 SF DECK & STAIR Applicant: Property Owner: OWNER THIRKELL BRENDAN J AND JENNIFER I OWNER THIRKELL BRENDAN J AND JENNIFER I 1080 PALM AVE 1080 PALM AVE CARLSBAD, CA 92008 - CARLSBAD, CA 92008 (858) 204-3933 (858) 204-3933 FEE AMOUNT BUILDING PERMIT FEE ($2000+) . $665.05 BUILDING PLAN CHECK FEE (BLDG) . $465.54 ELECTRICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL . $66.00 GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION $175.00 MANUAL BLDG PLAN CHECK FEE . . .$262.50 MECHANICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL $92.00 PLUMBING BLDG RESIDENTIAL NEW/ADDITION/REMODEL $182.00 5B1473 GREEN BUILDING STATE STANDARDS FEE . $5.00 STRONG MOTION-RESIDENTIAL . . $14.35 Total Fees: $1,927.44 Total Payments To Date: $1,927.44 . Balance Due: - $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. . You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. Building Division . Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov - Ilk of Carlsbad RESIDENTIAL BUILDING PERMIT APPLICATION B-I Plan Check on -I HqqO Est. Value 14tt PC Deposit Date 1/a%3J(d1 Job Address iO8Riui4 AV(AVJS&4t' (Pr qza.,g' Suite: APN: CT/Project #: Lot #OO/3'th7APire Sprinklers: yes 00Air Conditioning: yes / no BRIEF DESCRIPTION OF WORK: O Addition/New: 63 Living SF, /66 Deck SF, Patio SF, ________Garage SF Is this to create an Accessory Dwelling Unit? No New Fireplace? Yes /j if yes how many? O Remodel: SF of affected area Is the area a conversion or change of use? Yes / No 0 Pool/Spa: SF Additional Gas or Electrical Features? Solar: KW, ______ Modules, Mounted: Roof/Ground, Tilt: Yes / No, RMA: Yes / No, Battery: Yes / No Panel Upgrade: Yes! No 0 Reroof: Plumbing/Mechanical/Electrical Only: Other: APPLICANT (PRIMARY CONTACT) PROPERTY OWNER Name: 6R91A0161 11iIj1C(.. Name: MEALAJ 01190L Address: /6.7 PAIIJI 4y& Address: 106D P1441(f 4t/6 City:CALR14 State: CA Zip: 91429 City: CAgLE#11) State: C,tl Zip: Phone:c6Z*3'733 Phone: _-Z'4'-3?33 Email: Email:___________________________ DESIGN PROFESSIONAL Name: JtZ4 15I4A1 frZiDU) Address: 37i1 DE 1/(/I175 City:A/A1OA)#%I CIT'/ State: II4 Zip: gMsZ, Phone: h4'-I/- 39?! Email: J Architect State License: C'12010 CONTRACTOR BUSINESS Name: - Address: City: State:Zip: Phone: Email: State License: Bus. License:________________ (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he/she is licensed pursuant to the provisions of the Contractor's License Law {Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code} or that he/she is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500}). 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: BuiIdingcarlsbadca.gov B-i Page 1 of 2 Rev. 06/18 (OPTION A ): WORKERS'COMPENSATION DECLARATION: I hearby affirm under penalty of perjury one of the following declarations: 0 I have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. 0 I have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Company Name: Policy No. Expiration Date: O 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 be come 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. CONTRACTOR SIGNATURE: DAGENT DATE:____________ (OPTION 13 ): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: O I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). O I am exempt under Section Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. DYes 0 No I (have / have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone / contractors' license number): I will provide some of the work, but I Wve contrpcted (hired) the following persons to provide the work indicated (include name / address / phone / type of work): OWNER SIGNATURE: DAGENT DATE:________ CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name: Lender's Address: ONLY COMPLETE THE FOLLOWING SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 Yes 0 No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 Yes 0 No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYes 0 No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. APPLICANT CERTIFICATION: I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINSTSAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.OSHA: An OSHA permit is required for excavations over 5'O' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for ;per Mfays (Se ion 06.4.4 Uniform Building Code). APPLICANT SIGNATUR: Lt- DATE: 773/ '7 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: BuiIdingacarlsbadca.gov B-I Page 2 of 2 Rev. 06/18 (City of Carlsbad CLIMATE ACTION PLAN CONSISTENCY CHECKLIST B-50 Development Services Building Division 1635 Faraday Avenue (760) 602-2719 www.carlsbadca.gov PURPOSE This checklist is intended to assist building permit applicants identify which Climate Action Plan (CAP) ordinance requirements apply to their projects. Unless none of the requirements apply, the completed checklist must be included in the building permit application. It may be necessary to supplement the completed checklist with supporting materials, calculations or certifications, to demonstrate full compliance with CAP ordinance requirements. For example, projects that propose or require a performance approach to comply with energy- related measures will need to attach to this checklist separate calculations and documentation as specified by the ordinances. 4 If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordinance, an explanation must be provided to the satisfaction of the Building Official. 4 Details on CAP ordinance requirements are available on the city's website. Application Information Project Name/Building Permit No.: Property Address/APN: Applicant Name/Co.: Applicant Address: BP No.: Contact Phone: Contact Email: Contact information of person completing this checklist (if different than above): Name: Contact Phone: Company name/address: Contact Email: Applicant Signature: Date: B-50 Page 1 of 3 Revised 04/19 City of Carlsbad Climate Action Plan Consistency Checklist Use the table below to determine which sections of the Ordinance Compliance checklist are applicable to your project. For residential alterations and additions to existing buildings, contact the building counter for the building permit valuation. Building Permit Valuation (BPV) $ I Construction Type I Complete Section(s) I Notes: I rp Residential 1New construction 1A Alterations: 0 exempt BPV 2t $60,000 Electrical service panel upgrade 1A IA BPV ~t $200,000 1A [] Nonresidential O New construction 113 and 2 O Alterations 2 1-2 family dwellings and townhouses with attached garages only Multi-family dwellings only where interior finishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed 1. Electric Vehicle Charging Residential New construction and major alterations (or electric panel upgrade)* Please refer to Carlsbad Ordinance CS-349 when completing this section. 0 One and two-family residential dwelling or townhouse with attached garage: 0 One EVSE ready parking space required 0 Exception: 0 Multi-family residential: 0 Exception: Total Parking Spaces Proposed EVSE Spaces Capable Ready Installed Total Calculations: Total EVSE spaces =.10 x Total parking (rounded up to nearest whole number) EVSE Installed = Total EVSE Spaces x.50 (rounded up to nearest whole number) EVSE other= Total EVSE spaces - EVSE Installed (EVSE other may be "Capable, Ready" or Installed.") *Major alterations are: (1) for one and two-family dwellings and townhouses with attached garages, alterations have a building permit valuation ~ $60,000 or include an electrical service panel upgrade; (2) for multifamily dwellings (three units or more without attached garages), alterations have a building permit valuation ~ $200,000, interior finishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed. B. 0 Nonresidential new construction (includes hotels/motels) 0 Exception:_____________________________________ Total Parking Spaces Proposed EVSE Spaces Capable Ready Installed Total Calculation: Refer to the table below: Total Number of Parking Spaces provided Number of required EV Spaces Number of required EVSE Installed Spaces o-g 1 1 10-25 2 1 26-50 4 2 51-75 6 3 76-100 9 5 101-150 12 6 151-200 17 9 0 201 and over 10 percent of total 50 percent of Required EV Spaces Updated 4/12/2019 2 City of Carlsbad Climate Action Plan Consistency Checklist 2. 0 Transportation Demand Management (TOM) List each proposed nonresidential use and gross floor area (GFA) allocated to each use. Employee AOl/I ,000 square feet is selected from the table below. Use GFA Employee ADT for first 1000 S.F. Employee ADT for each . subsequent 1,000 S.F. Total Employee ADT Total If total employee ADT is greater than or equal to 110 employee ADT, a TOM plan is required. TOM plan required: Yes 0 No 0 Employee ADT Estimation for Various Commercial Uses ADTforfirst . ADTI Use IM.?l!__[_-P "S , Office (all)2 20 20 Restaurant 11 11 8 4.5 Retail3 Industrial 4 3.5 4 - Manufacturing 4 1 Warehousing 1 Unless otherwise noted, rates estimated from ITE Trip Generation Manual, lOthEdition 2 For all office uses, use SANDAG rate of 20 ADT/1 ,000 sf to calculate employee ADT Retail uses include shopping center, variety store, supermarket, gyms, pharmacy, etc. Other commercial uses maybe subject to special consideration Sample calculations: Office: 20,450 sf 1. 20,450 sf/1000 x 20 = 409 Employee ADT Retail: 9,334 sf First 1,000 sf= 8ADT 9,334 sf- 1,000 sf= 8,334 sf (8,334 sf / 1,000 x 4.5) + 8 = 46 Employee ADT Updated 4/12/2019 Permit Type: BLDG-Residential Application Date: 07/23/2019 Owner: OWNER THIRKELL BRENDAN J AND JENNIFER L Work Class: Second Dwelling Unit Issue Date: 02/26/2020 Subdivision: ALLES AVOCADO ACRES Status: Closed - Finaled Expiration Date: 02/16/2021 Address: 1082 PALM AVE IVR Number: 20568 CARLSBAD, CA 92008-2547 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status Checklist Item COMMENTS Passed BLDG-Plumbing Final December 15, 2020: Yes Final inspection completed for structural, electrical, plumbing, mechanical scope of work, for second level ADU with two car garage and storage area below. engineer/architectural plans and detailed specifications-approved. - BLDG-Mechanical Final December 15, 2020: Yes • Final inspection completed for structural, electrical, plumbing; mechanical scope of work, for second level ADU with two car garage and storage area below. engineer/architectural plans and detailed specifications-approved. BLDG-Structural Final December 15, 2020: Yes 1.. Final inspection completed for structural, electrical, plumbing, mechanical scope of work, for second level ADU with two car garage and storage area below. 2. engineer/architectural plans and detailed specifications-approved. BLDG-Electrical Final December 15, 2020: Yes • Final inspection completed for structural, electrical, plumbing, mechanical scope of work, for second level ADU with two car garage and storage area below. engineer/architectural plans and detailed • specifications-approved. Tuesday, December 15, 2020 • • • Page 3 of 3 Permit Type: BLDG-Residential Application Date: 07/23/2019 Owner: OWNER THIRKELL BRENDAN J AND JENNIFER L Work Class: Second Dwelling Unit Issue Date: .02/26/2020 Subdivision: ALLES AVOCADO ACRES Status: Closed - Finaled . Expiration Date: 02/16/2021 Address: 1082 PALM AVE CARLSBAD, CA 92008-2547 IVR Number: 20568 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status Checklist Item COMMENTS . . •Passed BLDG-14 Yes Frame-Steel-Bolting-Welding . (Decks) BLDG-24 Rough-Topout . . Yes BLDG-34 Rough Electrical . Yes BLDG-44 Yes Rough-Ducts-Dampers 06124/2020 -.,~ 06124/2020 f. I BLDG-16 Insulation 130965-2020.. Partial Pass, r Tony Alvarado .. . iReinspection Incomplete I Checklist Item COMMENTS . Passed BLDG-Building Deficiency June 24, 2020: Yes 1. Insulation approved at Second floor-ADU interior walls and ceiling and first floor garage walls only. 0710712020,,_,.0710712020:,BLDG-1616sulation -1131975-2020' -,:,,Passed-T--,. ' .• Checklist Item COMMENTS Passed BLDG-Building Deficiency June 24, 2020: . Yes 1. Insulation approved at Second floor-ADU interior walls and ceiling and first floor garage walls only. BLDG-Building Deficiency July 7, 2020: Yes exterior lath scope of work approved Revised floor framing beam per structural engineers detail scope of work approved. . Insulation scope of work approved. BLDG-18Exterlór 1321O772O2O.\P,. Passed .,TonyAlvarado, : .yComplete - t ._ Checklist Item COMMENTS Passed BLDG-Building Deficiency July 7, 2020: . Yes exterior lath scope of work approved Revised floor framing beam per structural engineers detail scope of work approved. Insulation scope of work approved. 1 0712012020 0712012020 . BLDG-17 Interior . I33294-2020 Passed . Tony Alvarado . ., '.' Complete' .., ...... _:• LathlDryw _ -•' .. Checklist Item COMMENTS Passed BLDG-Building Deficiency July 11, 2020— interior drywall scope of Yes work-approved. 112II5I2020.' .1211512020 BLDG.Flnallnspectlon ., Passed, _Tony Alvarado Complete Tuesday, December 15, 2020 . . S Page 2 of 3 Building Permit Inspection History Finaled (7city of Carlsbad Permit Type: BLDG-Residential Application Date: 07/23/2019 Owner: OWNER THIRKELL BRENDAN JAND JENNIFER L Work Class: Second Dwelling Unit Issue Date: 02/26/2020 Subdivision: ALLES AVOCADO ACRES Status: Closed - Finaled Expiration Date: 02/16/2021 Address: 1082 PALM AVE IVR Number: 20568 CARLSBAD, CA 92008-2547 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 03/2712020 0312712020 BLDG-13 Shear 123525-2020 Partial Pass Tony Alvarado Relnspection Incomplete Panels/HD (oktowrap) Checklist Item COMMENTS Passed BLDG-Building Deficiency March 27, 2020— partial pass on Yes shearwalls/hold-down seismic connectors and A-35 metal connector clips-approved for first floor shearwalls scope of work-approved. BLDG-14 123526-2020 Passed Tony Alvarado Complete FramelSteellBoltlnglWe Checklist Item COMMENTS Passed BLDG-Building Deficiency March 27, 2020-2nd floor wood Yes deck/nailing— approved. BLDG 31 123524.2020 Passed Tony Alvarado Complete Underground/Conduit - Wiring Checklist Item COMMENTS Passed BLDG-Building Deficiency March 27, 2020— underground electrical Yes conduit from point of connection at main dwelling location to point of connection at new garage storage! "ADU"-approved. 0410612020 04106/2020 BLDG-11 - 124107-2020 Passed Tony Alvarado complete Foundatlon!FtglPlers (Reber) Checklist Item COMMENTS Passed BLDG-Building Deficiency April 6, 2020: Yes Footing/slab rebar steel for stairway and storage areas attached to new ADU structure approved per plan. Underground gas pipe depth and type of pipe approved. Sewer clean out and sump-pump approved 06/0412020 06/0412020 BLDG-84 Rough 129215-2020 Passed Tony Alvarado Complete Combo(14,24,34,44) Tuesday, December 15, 2020 Page 1 of 3 PACIFIC CONSTRUCTION INSPECTIONS, INC. 12308 Fronsac Street Tel. (619) 778 4219 [JOB San Diego, CA 92131 Email. Pacificinsp20@yahoo.com NO. CERTIFIED INSPECTOR'S WEEKLY REPORT COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF 0 REINFORCED CONCRETE 0 STRUCT STEEL ASSEMBLY 0 SPRAY-APPLIED FIREPROOFING 0 PRE-STRESSED CONCRETE 0 REINFORCED GYPSUM E1OTHER.!.)7 0 REINFORCED MASONRY 0 DEEP FOUNDATION JOB ADDRESS xo ,/M ,*i'en V BUILDING PERMIT NUMBER c,qj'z o,9. /, vo PLAN FILE NUMBER OWNER OR PROJECT NAME ARWflTCT CONSTR. MAIL (TYPE, GRADE, BC) e ,-o- v IDESIGN STRENGTh I SOURCE OF MFGR ENGINEER - DESCRIBE .M (MIX DESIGN, RE-BAR GRADE & MFGR. WELD ROD, BC) " ERAL CONTRAC1OR CONTFL DOING REPORTED WORK LAB. RECEIVING &TESTING CONSTR. MATL SAMPLES INSPECTION DATE ARRIVAL TIME. DEPARTURETIME. DETAILED REPORT OF WORK INSPECTED LOCATION OF WORK INSPECTED, TEST SAMPLESTAKEN. WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC INCLUDES INFORMATION ABOUT- AMOUNrS OF MATERIAL PLACEDORWORKHRFORMED. NUMBMTYPE & WENT. NO'S OFTESTSAMPLESTAKEN. SMICT. 3/73 74- 116cti'z'c! /,4! /19//,'"7 e'&//t/e7e 40t 8' o.s ,I/2 tJe4- L',&z7y7ti ,i - e 4e ', e 'AI'L ,,/ 5 14 ,74 - k P V i?A-eYe,p We 77.e L/,,, INSPECTOR(P!INTORtYPE)/(>7 SIGNATURE: //}97 DATE SIGNED:) 317 d CERTIFICATE NO. /001,Z7 /%fi 4I CERTIFICATION OF COMPLIANCE to the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans. specifications and applicable sections or the building codes.This report covers the locations of the work inspected only and does not constitute engineering pin Ion or project control. (City of Carlsbad SPECIAL INSPECTION AGREEMENT B-45 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov In accordance with Chapter 17 of the California Building Code the following must be completed when work being performed requires special inspection, structural observation and construction material testing. - Project/Permit: 2t(9 - tl 1.0 Project Address: _1O2 TljJ6 SECTION MUST BE COMPLETED BY THE PROPERTY OWNER/AUTHORIZED AGENT. PIr .ieck if you are Owner-Builder (If you checked as owner-builder you must also complete Section B of this agreement.) Name: (Please print) (First) (MI.) (Last) Mailing Address: 1010 \2i 4sJ k". Email: W4L-ZM Phone: 1 I am: OProperty Owner perty Owner's Agent of Record DArchitect of Record 0 Engineer of Record State of California Registration Number_- Expiration Date: AGREEMENT: I, the undersigned, declare under penalty of perjury under the laws of the State of California, that I have read, understand, acknowledge and promise to comply with the City of Carlsbad requirements for special inspections, structural observations, construction materials testing and off-site fabrication of building components, as prescribed in the statement of special inspectipns noted on the approved plans and, as required by the California Building Code. Date: CONTRACTOR'S STATEMENT OF RESPONSIBILITY (07 CBC, Oh 17, Section 1706). This section must be completed by the contractor I builder I owner-builder. Contractor's Company Na Please check if you are Owner-Builder 0 Name: (Please print) (First) (Last) Mailing Address: Email Phone: State of California Contractor's License Number: Expiration Date: I acknowledge and, am aware, of special requirements contained in the statement of special inspections noted on the approved plans; I acknowledge that control will be exercised to obtain conformance with the construction documents approved by the building official; I will have in-place procedures for exercising control within our (the contractor's) organization, for the method and frequency of reporting and the distribution of the reports; and I certify that I will have a qualified person within our (the contractor's) organization to exercise such control. Lwii&rovide a final report /letter in compliance with CBC Section 1704.1.2 prior to. reauestina final inspection. Signatu Date: )nX &) C\ C jV B-45 Page 1 of 1 Rev. 08111 EsG i l A SAFEbui1t Company / DATE: 12/12/19 'APPLICANT JURIS. JURISDICTION: Carlsbad / PLAN CHECK #.: CBR2019-1940 SET: III PROJECT ADDRESS: 1082 Palm Ave. PROJECT NAME: Thirkell 2nd Story ADU Addition Above Existing Garage The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. Liii The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. El The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. REMARKS: The red-clouded changes on sheet AD-1 need to be made on the Thank By: Tamara Fischer EsGil 12/2/19 Enclosures: (JJ}/ 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil A SAFEbuiIt'Company DATE: 11/18/19 0 APPLICANT U JURIS. JURISDICTION: Carlsbad PLAN CHECK #.: 2019-1940 SET: II PROJECT ADDRESS: 1082 Palm Ave. PROJECT NAME: Thirkell 2nd Story ADU Addition Above Existing Garage The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. EJ The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Brendan Thirkell EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person cortacteL Brendan Thirkell Telephone #: 858 204-3933 i con otd: (by1,) Email: steechmanhotmail.com Mail Telephone Fax) In Person REMARKS: By: Tamara Fischer Enclosures: EsGil 11/7/19 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 DATE: 2/08/2020 JURISDICTION - Carlsbad PLAN CHECK #.: 2019-1940.REV V/ 0 A SAFEbuittCompany U *PLICANT / JURIS. SET:I PROJECT ADDRESS: 1082 Palm Ave. PROJECT NAME: Thirkell 2nd Story ADU Addition Above Existing Garage The plans transmitted herewith have been corrected where necessary and substantially comply' with the jurisdiction's building codes. [=1 The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. LI The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. LI The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. LI The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. LI The applicant's copy of the check list has been sent to: Brendan Thirkell EsGil staff did not advise the applicant that the plan check has been completed. LI EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Brendan Thirkell Date contacted: 10190 (by:) Mail Telephone Fax In Person LI REMARKS: By: Bert Domingo EsGil 1/13/2020 Telephone #: 858 204-3933 Email: steechman(hotmail.com Enclosures: 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 2019-1940 8/6/19 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK #.: 2019-1940 PROJECT ADDRESS: 1082 Palm Ave. FLOOR AREA: 639 sq ft ADU 105 sq ft Deck / Stair REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 8/6/19 JURISDICTION: Carlsbad STORIES: 2 HEIGHT: 24' Approx per CRC DATE PLANS RECEIVED BY ESGIL CORPORATION: 7/25/19 PLAN REVIEWER: Tamara Fischer FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the California version of the International Residential Code, International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that construction comply with the 2016 edition of the California Code of Regulations (Title 24), which adopts the following model codes: 2015 IRC, 2015 IBC, 2015 UPC, 2015 UMC and 2014 NEC. The above regulations apply, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2015 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad 2019-1940. REV 2/08/2020 (DO NOT PAY— THIS IS NOT AN INVOICE) VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK #.: 2019-1940.REV PREPARED BY: Bert Domingo DATE: 2/08/2020 BUILDING ADDRESS: 1082 Palm Ave. BUILDING OCCUPANCY: R3 / U BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code 1Gb IBy Ordinance I 1997 UBC Building Permit Fee V 1997 UBC Plan Check Fee 1V Type of Review: Repetitive Fee Repeats * Based on hourly rate El Complete Review El Other El Hourly EsGil Fee El Structural Only 2 Hrs.@* $105.00 I $210.001 Comments: Sheet 1 of 1 STRUCTURAL CALCULATIONS Thirkell Residence 1080 Palm Avenue Carlsbad, CA 92008 OQ 0 d-1. 9 'r-_ 0) -j ~e 00 N Lf LLI En!ineer Albert deBerarclinis, RCE 5360 Toscana way, G204 San Diego, CA 92122 Rine 3Q,2019 1.8 3.5 ' 0.5 0.0 0.4 6.2 psf 40.0 psf 60.0 psf. O%*c Thirkell Residence 'Date: June 30, 2019 *Structural Calculations. Addendum Calculations- V Dead Load(Roofl. '4 Roof inaterial. PIiwood Framing Insulation Gypsum Board Misc. Dead Load Live Load Dead .Load(Floor) wil 1 .8 Plywood, 3.5 Framing 0.5 Insulation 28. Gyperete 0.4 Misc. 18..0 psf DeadLoad 20.0 p'sf 'Live. Load' Deck Load 150% x 40psfl= stucco weight= 13psf (Rr{nn qni R C'Iifnrnii RijiHinri rrrIt- 21 inch cubed inch cubed MMAX (ftlbs) MMAX (inth lbs.) S (required) S (actual) fj#1-L23feet 3,430 41,1 an tab - TJIs / Thb area 1.33 feet x 38 psf M(iax)=.wl sI8 Ot 42- =6 feet 633 .,602 6.33 Trib area =.1.33 feet x 81 psf M(rnäx)r wlsq/8 Plus Roof/Wall load (P (38 psf--x 2 It) + lOoplf x 1.33 feet wall load))= 209# jiol cQo?)f 71J 14.06 2x8 I.,rl 1 )rhI IiJ 4' H.#1- L= 3teet (oolHeader) 513 6:1.56 5.13 7:15 04 . Trib.area = 12 feet.08 psf. M(max)=w1 sq18. . H#2-L=Ufêet(FloorHeader) V Ci34 J lk- .>---- ----------- V, _ . L= 6 feet (Floor Heade) 4950 59400 49.50 52.65 4x10 Trib.arèa 12 iet x 38 psf '(Roo M(inxwI s.q/8 Trib area = 12 feet X 47 psf (F'Ioo() Plus 80 plf*all•vselght L= 12 feet.(Floor Header) 2.538 30.456 25.38 77.15 012 Trib area. 3 feet x 47 ,psf M(mäx)= WI sq/8 FB #j- L= 24 feet (Floor Headê) 1 1 3W " t.1a2 Lle Lp t..t ()Pfl y, 1? . ff2- L= Z4-ieet (moor meaceg - - '1Q,152. '121,824 55.37 82.3313 1/2A11 7/8 PSL, Trib area = 3 feet x 47 psf M(max)= WI sql8 Lrs Lu FB#3- L=24 feet (Floor Header) 1.: Mmc¼i4) . v t•b I C (tc L iJ+ cv / 3- )4I}. 1 17 L L I21t _tii1iLt L l'ifl\o u)\!' . -q 011(1 tr- q) '7 DESIGN PROPERTIES --.-..- Allowable Design Properties(l) (100% toad Dwcn) Grade Width Design Property Depth ..Plank Orifinlatioul ¼'• I 9IA [ 94/' 11'Ii'E 1.1 16" ______ 18 • -- - 1.3 E 3½" Moment (ft-lbs) I.3S :. 2.685 4.3O :. 24 49 4.5 5.6 j,73fl I.92& 20 5.6 1.1911 Iii 1.4 . . .. Shear Ciba) Moment of inertia (j0•I) Weight (plC) - 1.55 IA Moment (ft-Ibs) .. . : . . 1.195 F . . . : ..?!° 3.435 125 5.2 10.120 6.870 250 10.4 _._ ... .7,975 ,9,5.•' 244 6.5 5.955 8,590 488 iS 10,920 ..A2P...1 Q5 •' 400 . 7.7 21.840 I0125 800 15.3 5.785 597 88 78.130 11,575 11.5 Shear Ciba) Moment of inertia (in.) Weight (p11) Moment (ft-ibs) Shear(lbs) Moment of Inertia (in.) Weight (pit) 2.DE PA Moment (ft-Ibs) .1425_.. 24 ,. 2.8 Shear Ciba) . - ... : s 3.1 5.60.8 .1.J979_:9.925 . .Q!.i1aQ.. : .160 .. 3.740! 3.9 .L.6.5.5_.. 9_.L. -5T5- ---50 6.650 us 125 :244 400 597 851 i 1.167 474857 6.i:fl:8.2g.2i0.2 Moment of inertia (in.4) Weight(if) - - - 31h" - - - Moment(ft-ibs) : . . F i . F, 011111M, 17,415 6.250 231 to.; I8.25 9.390 346 15.2 24,810 12,520 462 20.2 13.055 6.430 250 IV 19.585 9.645 375 . 15.6 26.115 12.855 500 20.3 - 17,970 7,615 415 12.3 26.955 . 11,420 623 18.5 35.940 . 15.225 331 24.6 .- 19.909 0.035 430 13.0 29.055 12.055 733 19.5 39.805 16.070 977 26.0 - 21.160 34.955 0665 9.415 10.325 12.130 33C 1.195 1.701 15.3 12.5 19./ £0740 52.430 65.495 14.210 ., 16.240 12,270 1.201 1.792 2.552 23.0 26.3 29.5 54.325 69.905 81.325 12.945 21655 24,360 1601 2.339 3.402 30.5 35.0 39.1 Shear (ibs) Moment of Inertia 00) Weight (pit) ME Moment - Moment (It-ibs) Shear (ibs) of inertia (in. Weight (pit) Moment (ft-Ibs) Shear Ciba) Moment 01 Inertia (-0)- Weight (pit) II) uoi Dinned a Dean onentaluon, unless otherwise fluted. Some sizes may not be available in your region. PRODUCT Protect product from sun and water STORAGE CAUTION: Wrap is slippery when wet or icy AllEn stickers 12:3 or larger) directly over support blocks Use support blocks (6:6 or larger) at 10' on-center to keep bundles Out of mud and water Trus Joist Beam. lleaaeu and Column Spoculere Cudc TJ.9000 I Juno 2019 4 - flf II 1'ki. I ' - ')lC.? '7 STRUCTURAL CALCULATIONS Thirkell Residence 1080 Palm Avenue Carlsbad, CA 92008 Engineer Albert del3erardinis, RCE 5360 Toscana way, G204 San Diego, CA 92122 June 30, 2019 Thirkell Residence. oate: June'30, 20.19 Structural Calculations Dead Load(Roof) Dead LoadiFloor) Roof material 9.0 Plywood .1.6 Plywbod Framing .5 Fram rig 3.5. Insulation 'O5 lnsulatioh 0.5 Gypsum B:oard 2:9 Gyperete. 0.0 Misc. 0.4 Mj8c. 04 Dead Load 18;0 p.f Dead Load .2 pf Live Load 20.0 pf Live Load.. 4.0.0 psf A. Vertical Force Analysis (Based on 2016 California Building Code)- .2b15 lBs. inch cubed. inch cubed MMAX. (ftlbs) MMAX (inch Ibs) S (required) S (actual) fi!'L=23.Met .3,430 41,159 See floo.r spantables- TJI's \ i Tib.aréa'.1.3.fet';&YJ,ôf .M(max)=wlsq/8 . f142.L=6.feet •J Ii i t II j 233 . 23 '4.06 x8 Trib aea.= 1.33 reet.11psf. M(max)= wl.sql8. el k4roct+ w1:1 FB#1- L= 23 Feel :9324 1111884 50.6 B3 .3 12:x 11 fl paraliam :Ith L Tñb area = 3 feel x 47 pef M(rnax)= WI sq/U . H lll L=3 feet (Roof Header.) -rr :51:3 6,156 5.1 t 7:15 4*4 Tilbarea = 12.feetx.38 psi M(rnaxy=wisql8 H.#2- L= 6feet(Roof Header) 2,,052 24,624 0.52 32:81 4x8 •yr i Trib area =1:2 fèetx 38 psI M(max) wl,sql8 - _ V... FLOOR SPAN TABLES L/480 live load Deflection Depth 40 PSF Live load/la PSF Dead Load 40 PSF Live Load 120 PSF Dead Load I2"o.c.I 16"o.c. 1 19.2o.c. I 24"0.c. Ij!..qj_I9.2'u.c. Lc 914" _j•_ 210 16-11' 17-9" 18-3' I5'-6" 16-3' 16-8' 14-7' 154' 15-9' 13-7' I4"-3" 14-8" 16-11" 17-9' 18'4' 15-6' 16-3" 16-8 14-3' 15-4' 15-9" 12'-9- I4'-O" 14-8' 230 11¼' 110 20-2' 21'-l' 21-8' 22'-U' 26-I" 18'-5' 19'40' 20'-!!" 23-8' 19'-3'.I8'-2' 174' 18-8" I9"-8 224' 15'-94" 161-11" 17-5" i'-r 20-9' 20-2' 21"-1' 21-8' 22-ll' 17-9" 19-3" 19-10' 2041' 73-8' 161-1".1) 17-8' 184' 194' 72-4' 14-4911 15'-94" 16'4" 17-1090 210 230 360 560 14' 110 2240" 23-1 I" 24-8' 26-0' 29'-6" 20'-11 21-10' 27-6' 23-8' 26-10" 19-2' 20'-8" 21'-2 22-4" 25'-4' Ii'-?':' 18-10" !, 19"-9' 20-9"11 23'-6 72-2' 73.11' 71'4 261-0 29-6' 19-21 21-I' 224' 23'-8" 26- 10' 1 1-6 191-71" 20-' 22"-4" 25"4',: 15"-0"" 16-i"" 174"" 11-10" 2040" 210 230 360 560 - 16' 110 25'-4' 26'-6" 2T-3' 28-9' 321-8" 22-6". 24'-3" 2440 26'-3' 29'4' 20-7"" 22"-6" 23"-6" 24-89" 28'-0 18'-r' l9'-1I"" 21'-l" 21-5'-" 25"-2" 1 23-9" 26-0" 27'-J' 28'-9- 324" 20"44" 22'491) 6-9' 26'4') 29'-8" 18-9") 204" 21-8" 224" 26-3" I5'-0" 16-7" 11-6"11) 1740" 20411" 210 230 360 560 11360 live Load Deflection (Minimtim Criteria per Code! - - 40 PSF Live Load 10 PSF Dead Load 40 PSF Live Load 20 PSF Dead Load 12'o.c. fc.19.2"o.c. 1 24"o.c. I FO c.Lri"o.c.24"o.c, 9%" ItO 210 18-9 19-8' 20-3" 1/-2' 181-0" 181-6" - l'-B' I7'-0" 11-5" 141-0 154 16-2' I8'-I" 19-8' 20'-3" 154" Il'-?' 18'-!" 14'-3 151-8" 16'-6' 12-9" 14-0" 14'-9" 230 11'/." 110 22-3" 23-4' 2.4'-O" 25'-I' 2840" 19"4" 21-2' 23'-2 - 174' 19'-I" 20-5" 21"-10' 24-9" 154" 17-39" 18-3" 20-4" 23-0" 201-5' 23'-?" 25'-4" 2V 10- 224'191-41 17-8' 20-5" 23-2" 263' 161-1"" 17-8" 18-7" 7'fl't) 24'9" l4'-4'" 154" 16-7" 17-10"" 20'1I'" 210 230 360 560 14" 110 24-4' 26-6' 21-3" 28-9" 32'-8" 21-0" 23-I" 244" 26'-3 29'-9' 19-2" 211-1" 2?1-2' ?4'-9" 28-0" 17-241) 18-10 0° 1940110' 21-5" 25'-2" 22-2' 74-4" 25'-8' 28'-9" 324' 191-2' 21-I" 22-7' 26'-3"1" 294" 1741" 19-7-" 20-3'1 224" 26'.3-71; 15-0" 164" 17-6"" 17'40"" 20--11-01 210 230 360 560 - 16" - lID 26'-0' 28-6' 30-I' 31'40" 36-I' 22-6' 24-8' 26-0" 29-0' 3241" 20'7' 2'-6" 23-9" 26'-I04" 31-0" I8'4141) 1941" 214"" 21'-5" 25-2" 1 23-9" 26-0" 2-5" 37'40" 36'-!" 20'44" 224411 23-9" 26'-10" 31'-6"(" I8'-g"11) 204" 21'-8" 2'4'1) 26-39" 15-0"" 16-74" 17-64"1 114"" 204I" 210 230 360 560 (I) Web stiffeners are required at intermediate supports of continuous-span joists when the intermediate bearing length, is less than 5'A" and the span on either side at the intermediate bearing is greater than the following spans Tile 40 PSF Live Load/to PSF Dead Load 40 PSF Live Load / 20 PSF Dead Load 12' D.C. I 16' D.C. I 19.2°o.c. I 24'o.c. I27o.c. 16"o.c. 119.2" ocj4'o.c. 110 I9-2" 21-4" Not Req. Not Req. Not Req. 24'-5 29'-I0' 15,-I' 17'-0' I9'-2" 19-6" 23-10" 19-2" 21-4" Not Req. Not Req. 24-5' 29-I0' 16-0" 17-9' 19-Ii' 20'4" 24-10' 12'-9' 14'.2- 151-1 1, 19-10' 210 _.L30 360 560 Long-term deflection under dead toad, which includes the effect of creep, has not been considered. Bold italic spans ,etoct initial dead tuna deflection exceeding 0.33". How to Use These Tables I. Determine the appropriate live load deflection crileria. Identify the live and dead load condition. Select on-center spacing. Scan down the column until you meet or exceed the span of your application. Select TJIO joist and depth. General Notes is Tables are based on - Uniform toads, - More restrictive of simple or continuous span. - Clear distance between supports - Minimum bearing length of 1W end (no web stiffeners) and 3½' intermediate. Assumed composite action with a single layer of 24' on-center span-rated, glue-nailed floor panels for deflection only. When subfhoor adhesive is not applied, spans shall be reduced 6" for nails and 12" for proprietary fasteners, For continuous spans, ratio 01 short span to long span should be 0.4 or greater to prevent uplift. Spans generated from Weyerhaeuser software may exceed the spans shown in these tables because software reflects actual design conditions. for multi-family applications and other loading conditions itot shown, refer to Weyerhaeuser software or to the load table on page 8. Live load deflection is not the only factor that affects howa floor will perform. To more accurately predict Iloorperforiiiance, use our Ti-Pro'" Ratings. ihese Conditions Me NOT Permitted: OO NOT use sawn lumber for rim board or blocking DO flOTbeve! cut OONOT!nstallhanger as it may shrink after joist beyond inside overhanging face of plate or -. installation. Use en,, lace of wall. beam. Flush bearing plate with engineered lumber Inside face of wall or beam. Trus JOISt° lJI Joist Scc,he,'s Guide TJ.4000 I vohruary 2017 7 ti I I i IT .H #2-L= 14 feet (FIoorFader) .4,606 55;272 46.06 77.15 4x12 Trib area 4.feet:x 47 psf M(max)= *I 5/8 wl~j TN*~ , ij _____ CX .L. T?)Q. To kc,3 Thirkell Residence Date: June30,201 .StiucturaI Calculations. Dead Load(Roofl DeadLoad(Floor Roof material 9.0. Pfywoo.d I'a Plwood. 1 : Framing 3.5 Framing .33 lnulation . 0.5 lhsulation 0.5 Gypsum Bbd 2.8 Gyprete 0.0 Misc. MIsc. OA Dead:Lo.ad 180. psf Load 62 Live Load 20.Q.. psI Live Load 40.0 B.Lateral Force Analysis (Basedon 206•California Building Code)-'2015 IBO Wind Analysis- design per ASCE 710• See attached analysis- minimum 16.0 psf mini?hUm loading Wind. preSureF 0.0025K(z)K(zt)K(d)(V- A'SD)suaied Wind.pressuce= 0:00256(Q.8510)(0.8)(06square rodtxllO)squared Wind :pressure= 15.72: psf` < 1 .psf;minmurn. Seisriilc Analysis (A$c.E 7.1 0)3 per section 12.8 in accOrdanôe with Table 12.6-1. V=:Cs W Site Class= D R= 6.5 (wood wals)....tab.lei2.21 Seismic Use Groqp= II l.a: Seisniic Design. Categqry D lrnportace Factor IE.= 1.00 Fa= 1.0 MCE Spectral response: per ASCE 7-10; SOctiOn'i 1.4.1 F 1:87 . MCE Spebtral response:per ASCE 7I 0,.'Se'ction 11.4.1 Coidin(es. -. 32.S4.1JL26 . Max .Ss='1:266 Maximum Ss from USGS webs ite (see above) MaxS1"0:488 Maximum Si' from USGS website see:above) SMS*a x Ss= 10 1'.2669= 1.266g SMI*v times.x 51 = 1.87 .'0.488g 0.7.38g SDs2I3 SMS= 0.844g SDI=2/3 sMI:= 0.492g To 2 SDI/SD Ts= SD1fSDs Equivalent Lateral Force Procedure C=Sbs (l/l).or not greater than CsSDiI(s(RIl)) T per'sectibn 12.8:2.I Cs= 0.83i6.501s3 or ndt greater than 0.14 ... round (0 0.2 V=0.2 VV psf psf Second Floor Panels Second Floor to Roof Tributary distance= 24 feet x 12 feet Gridline B (from Grid 1-2'> Wind H(w)= 16.0*transverse area= 1,536.00 Controls Seismic H(s)=0.20W(DL)= 1,036.80 V(1)=1,536/13= 118.15 pIt Use 13 If of new Type 6 wall, v (act)= 235 plf M(ovt)= Overturning Moment= 12,288 ft-lb M(res)= 85 % Restraining Moment= 23,501 ft-lb M(res)>M(ovt) ok Provide MST 48's at end of shear wall at second floor Collector element load transfer- ST22= 1.370 x 2= 2,740# 1.53611 Tributary distance= 24 feet x 12 feet Gridline E (from Grid 1-2) Wind H(w)= 16.0*transverse area= 1,536.00 Controls Seismic H(s)0.20W(DL) 1,036.80 V(1)=1,536/12= 128.00 p11 Use 12 If of new Type 6 wall, v (act)= 235 p11 M(ovt)= Overturning Moment= 12,288 ft-lb M(res)= 85 % Restraining Moment= 23,501 ft-lb M(res)>M(ovt) ok Provide MST 48's at end of shear wall at second floor Collector element load transfer- S122= 1.370 x 2= 2,740#' 1,536# Tributary distance= 24 feet x 12 feet Gridline 1 (from Grid8.E) Wind H(w)= 16.0*transverse area= 1,536.00 Seismic H(s)=0.20W(DL)= 1,036.80 Controls V(1)=1,536/14= 109.71 p11 Use 14 If of new Type 6 wall, v (act)= 235 plf M(ovt)= Overturning Moment= 12,288 ft-lb M(res)= 85 % Restraining Moment= 25,459 ft-lb M(res)>M(ovt) ok No holddowns required Collector element toad transfer- ST22= 1,370 x 2= 2,740#> 1,53611 Tributary distance= 24 feet x 12 feet Gridline 2 (from Grid B-E) Wind H(w)= 16.0*transverse area= 1,536.00 Seismic I-I(s)=0.20W(DL)= 1,036.80 Controls V(1)=1536/10= 153.60 plf Use 10 If of new Type 6 wall, v (act)= 235 p11 M(ovt)= Overturning Moment= 12,288 ft-lb M(res)= 85 % Restraining Moment= 25,459 ft-lb M(res)>M(ovt) ok No holddowns required Collector element load transfer- 5T22= 1 370 x 2= 2,740# 1,536# 4 First Floor Panels First Floor to Second Floor GridlineA (from 1-3 Wind °H(w)= 16.0*transverse area= Seismic H(s)=0.20W(DL)= Tributary distance= 24 feet x 12 feet Shear Wall above 1,536.00 633.60 1,536.00 3,072.00 V(1)=3,072/16= 192.00 plf Use 16 If of new Type 6 wall, v (act)= 235 plf M(ovt)= Overturning Moment= 36,864 ft-lb M(res)= 85 % Restraining Moment= 42,146 ft-lb M(res)>M(ovt) ok Provide HD313 holddowns at end of shear walls Tributary distance= 24 feet x 12 feet Gridline D (from 1-3) Shear Wall above Wind H(w)= 16.0*transverse area= 1,536.00 Seismic H(s)=0.20W(DL)= 633.60 0.00 1,536.00 V(1)=1,53616= 256.00 plf Use 6 If of new Double Type 6 wall. v (act)= 400 plf Reduction from 470 to 400 due to reduction of heighuwidth ratio M(ovt)= Overturning Moment= 12,288 ft-lb M(res)= 85 % Restraining Moment= 15.667 ft-lb M(res)>M(ovt) ok Provide HD3B holddowns at end of shear walls Collector element load transfer- MST 48= 3,300.x 1= 3,300#> 1,024# Tributary distance= 24 feet x 12 feet Gridline 1 (from A-D) Shear Wall above Wind H(w)= 16.0*transverse area= 1,536.00 Seismic H(s)=0.20W(DL)= 633.60 1,536.00 3,072.00 V(1)=3,072/17= 180.71 plf Use 1711 of new Type 6 wall, v(act)= 235 plf M(ovt)= Overturning Moment= 36,864 ft-lb M(res)= 85 % Restraining Moment= 47,002 ft-lb M(res)>M(ovt) ok No hold downs requried Gridline 2 (from A-D) Wind H(w)=16.0iransverse area= Seismic H(s)=0.20W(DL)= Tributary distance= 24 feet x 12 feet Shear Wall above 1,536.00 633.60 1,536.00 3,072.00 V(1)=3,072/20= 153.60 plf Use 20 If of new Type 6 wall, v (act)= 235 p11 M(ovt)= Overturning Moment= 36,864 ft-lb M(res)= 85 % Restraining Moment= 47,002 ft-lb M(res)>M(ovt) ok No hold downs requried Re: thirkell MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Pacific Truss. Pages or sheets covered by this seal: K6295314 thru K6295316 My license renewal date for the state of California is June 30, 2020. -- , F- - June 24,2019 Baxter, David IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSt/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTeks or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSIFTPI 1, Chapter 2. MKaolot -•I'1O Job JTI'USS u seType ~Ihlrkell fly Ply 1(62953141 . 1T1 1F1NK ii I Job Reference (optional) 5Olisr'.,QF1111V nanny, .* ,.oqu 5 Aug10 U if lviii 05 inuustnes, Inc. lVt0fl .jun q 13:Ja;iu uia rage i lD:T?nfKqoHF5kseLVEyE2AwyzpyZ.xZt0OyxkQVWWRSdilYKLLpNZ8Dj2lZGAQSr9sZz32ul 64.2 • 1248 17.7.14 24.1.0 6.5-2 5-74 5.74 6-5.2 Scale = 1:40.4 4x4 = 356 = 3x4 = 3x4 = 354 = 356 = '19 7.513 $,3•9 LOADING (psf SPACING- 2-0-0 CSI. DEFL. in (lc) lldefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.11 6-8 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(CT) .0.43 6-8 >674 180 BCLL 0.0 * Rep Stress Incr YES WB 0.27 Horz(CT) 0.10 5 n/a n/a BCDL 10.0 Code lBC2015lTPl2014 (Matrix-M) weight: 89 lb FT = 20% LUMBER. BRACING- TOP CHORD 2X4 OF No.2 G TOP CHORD Structural wood sheathing directly applied or 3-9.13 oc puffins. BOT CHORD 2X4 OF No.2 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 OF Std G REACTIONS. (lb/size) 1=108410-3-8.5=1084/0-3-8 Max Horz 1=.30(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. . All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-2436/20.2-15=-2377/33.2-16--2136/11. 3-16=-2068/23.3-17=-2068/23.4-17=-2136/11.4-18=-2377/33, 5.182436/20 BOT CHORD 1.8=0/2255. 7-8=0/1531. 6.7011531. 5.6=0/2255 WEBS 2.8a.446184, 3.8=0/654, 3.6=0/654.4-6=-446/84 NOTES. Unbalanced roof live loads have been considered for this design. Wind: ASCE 7.10; Vultal 10mph (3-second gust) Vasd87mph: TCDLa6.Opsf; BCDL=6.opsf: h=25ft; 8=4511; L24ft: eave4ft; Cal. It: Exp B: enclosed: MWFRS (directional) and C.0 Extenor(2) 0.0-0 to 3-0-0. Interior(l) 3.0-0 to 12-0-8, Exterior(2) 12-0-8(0 15-0-8 zone: cantilever left and right exposed : end vertical left and right exposed:C-C for members and forces & MWFRS for reactions shown: Lumber DOLa1.60 plate grip DOt.1.60 This truss has been designed for a 10.0 psf bottom chord live toad nonconcurrent with any other live toads. This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3.6.0 tall by 2.0-0 wide will fit between the bottom chord and any other members. A plate rating reduction,of 20% has been applied for the green lumber members. 6)"Semi-rigid pilchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. June 24,2019 WARNING - Verify dcslgiiparunieiere and READ NOTES ON THIS AND INCLUDED MITEI( REFERENCE PAGE 5111-7473 rev. 10,03-1015 BEFORE USE a! Design valid for use only with ldiTetyll Connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verily the applicability of design parameters and properly incorporate this design into the Overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Fdlulek is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing at misses and truss sysiems. see ANSI/rPiI Quality Criteria, 038-89 and ECSI Building Component 250 Ktug Circle Surely informulion available from Truss Plate institute. 218 N. Lee Street. suite 312. A?euanhtria, VA 22314. Corona. CA 92880 C Job Truss Type ty Ply FGABLE K6295315 thirkell T1A 1 1 . Job Reference (optional) wss OMIn ulcuu. Spring Valley, CA 7.640 s Aug 162017 MiTek Industries, Inc. Mon Jun 24 13:39:112019 Page 1 lD:T?nfjoHF5kseLvEyE2Awyzpyz.PmsOeIyMBpeN3cBusFau1ud2HRowKaiP32uk 6.5.2 I 12.0.8 11.7-14 24.1-0 6.5-2 5-7-8 5-7-6 8-5.2 Scale = 1:40.4 454 = MT 1.54 ON EACH FACE OF BOTH ENDS OF UN-PLATED 3x6 = 354 = 354 = 354 = 356 = I '• I LOADING (psI) SPACING- 2.0-0 CSI. DEFL. in (lc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.11 6-8 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.25 BC 0.57 Vert(CT) -043 6-8 >674 180 BCLL 0.0 Rep Stress Incr YES Wt3 0.27 IIorz(CT) 0.10 5 n/a n/a BCDL 10.0 Code 18C20151TP12014 (Malrix.M) Weight: 120 lb FT = 20% LUMBER- BRACING. TOP CHORD 2X4 OF No.2 G TOP CHORD Structural wood sheathing directly applied or 3-9-13 oc purlins. BOT CHORD 2X4 OF No.2 G BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. WEBS 2X4 OF Std G OTHERS 2X4 OF Std G REACTIONS. (lb/size) 1=1084/0-3-8.5=1084/0-3-8 - Max l-lorz 1.30(LC 10) FORCES. (Ib). Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 148=.2436/20, 2-48=-2377/33, 2-49=-2136/11. 3.49=.2068/23, 3.50=.2068/23. 4.50=-2136/11, 4.51=-2377/33. 5-51=-2436/20 BOT CHORD 1.8=0/2255, 7-8=0/1531. 6.7=0/1531. 5.6=0/2255 WEBS 2.8=.446/84, 3-8=0/654. 3-6=0/654.4-6=446/84 NOTES. Unbalanced roof live loads have been considred for this design. Wind: ASCE 7-10: Vultllomph (3-second gust) Vasd=87mph; TCDL=6.opsf; BCDL=6.0psf: h=25f1; B=4511: La24ft: eave=40: Cal. II: Exp B: enclosed: MWFRS (directional) and C-C Exterlor(2) 0-0-0103.0.0, Interior(l) 3-0-0 to 12-0.8. Exterior(2) 12-0-8 to 15-0.8 zone: cantilever left and right exposed : end vertical left and right exposed:C-C for members and forces & MWFRS for reactions shown: Lumbar OOL1.60 plate grip DOL=1.60 Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal 10 the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. Gable studs spaced at 1-4-0 oc. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. This truss has been designed for a live load of 20.Opsl on the bottom Chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. A plate rating reduction of 20% has been applied for the green lumber members. 'Semi-rigid pilchbreaks including heels Member end fixity model was used in the analysis and design of this truss. S6332 P. 6/30/2020 J June 24,2019 A WARNING. Ve,lI, deslgnparurneters and it CAD NO IRS ON T1 Its AND INCLUDED MI TEE RhFERENCEPACF M11-743 w.v. 10r03.2015 BEFORE USE Design valid for use only with MiTeldal connecters. This design is based only upon parameters shown, and is for an individual building component. not a truss system. Before use. the building designer must verity the applicability 01 design parameters and properly incorporate this design into the overall building design. Bracing indicated isle prevent buckling 01 individual truss web andlor chord members only. Additional temporary and permanent bracing MOW always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems. see . ANSUTPII Quality Criteria. DSB.88 and BCSI Building Component 250 King Circle Safety information available from Trans Plate Institute, 218 N. Lee Street. Salle 312, Alexandva, VA 22314. Corona, CA 92880 Job Trss Truss Type Qty Ply 1T1JB K6295316 thirkell I SCISSORS 1 I i Job Reference (optional) Pacific Truss SAN DIEGO, Spring Valley, CA 7.640s Aug 162017 MiTek Industries, Inc. Mon Jun 24 13:39:112019 Page 1 ID:T?nfKrjoHF5kseLVEyE2AwyzpyZ-PmsOelyMBpeN3cBusFrau1wgLdsbRwIKf8aiP?z32uk 6-8-6 . 12.0-a 17.4.10 24.10 6-8-6 5.4-2 5.4.2 6-6-6 Scale = 1:40.8 4s6 = LOU lid 3x12 LOADING (psI) SPACING- 2-0-0 CSI. DEFL in (lc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TIC 0.61 Vert(LL) -0.34 7-8 >853 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.25 BC 0.87 Verl(CT) -1.22 7-8 >238 180 MT18HS 220/195 BCLL 0.0 ' Rep Stress lncr YES WB 0.66 Horz(CT) 0.58 5 n/a n/a BCDL 10.0 Code lBC2015/TP12014 (Matrix-M) . Weight: 87 lb FT = 20% LUMBER- BRACING- TOP CHORD 2X4 DF No.2 G TOP CHORD Structural wood sheathing directly applied or 2-5-6 oc purling. BOT CHORD 2X4 DF No.2 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 OF SW G REACTIONS. (lb/size) 1=1084/0-3-8.5=108410-3-8 Max llorz 1.30(LC 10) FORCES. (lb) -Max. Comp/Max. Ten. -All forces 250 (lb) or less except when Shown. TOP CHORD 1-15=-440410, 2-15=-4341/0. 2-16=-3254/0, 3.16=3198/0, 3-17=-3198/0, 4.17a.3254/0. 4-18=-434110, 5.18=4404/0 BOT CHORD 1-8=0/4178, 78=0/4185. 6-70/4185, 5-6=0/4178 WEBS 3-7=0/1632.2-7=.1180/34.4-7=-1180/34 NOTES- Unbalanced roof live loads have been considered for this design. Wind: ASCE 7-10; Vult=iiomph (3-second gust) Vasd87mph; TCDL=6.opsf; BCOL6.opsf; h°25f1; B=45ft; L24ft; eave4ft; Cat. II; Exp B; enclosed: MWFRS (directional) and C-C Extenor(2) 0-0-0 to 3-0-0. lntenor(1) 3-0-0 to 12-0-8, Exterior(2) 12-0-8 to 15-0-8 zone: cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL1 .60 plate grip DOL1 .60 All plates are MT20 plates unless otherwise indicated. This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. "This truss has been designed for a live load of 20.opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. A plate rating reduction 0120% has been applied for the green lumber members. Bearing at joint(s) 1, 5 considers parallel to grain value using ANSl/TPI 1 angle 10 grain formula. Building designer Should verify capacity of bearing surface. "Semi-rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. June 24,2019 AAA WARNING - VrrIty d064jn flaran,ntors a,,URSAO North ON ties AND iNt:l.uer-o MlhK REFi41ENI.h PAGE sri74?3 ,. 10"03r4015 BEFORE USE. Design valid for she Only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component. not a truss system. Before use, the building designer must eerily lire applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated into prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing WOW is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage. deliuery, erection and bracing of trusses and truss systems, see ANSI/TPII 0aahry Criteria, USE-89 and SCSI Betiding Component 250 Klug Circle Safely Information available from Truss Plato Institute, 218 N. Lee Street, Suite 312. Aleuandna, VA 22314. Corona, CA 92880 Symbols PLATE LOCATION AND ORIENTATION ... ,j 3" Center plate on joint unless x, y offsets are indicated. L Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. O'1is" -t- For 4 x 2 orientation, locate plates 0- i ' from outside edge of truss. - This symbol indicates the required direction of slots in connector plates. * Plate location details available in Milek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION 7 Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING cI Indicates location where bearings (supports) occur. Icons vary but _____________ reaction section indicates joint { number where bearings occur. I r Min size shown is for crushing only. Industry Standards: ANSl/TP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6.48 dimensions shown in ft-in-sixteenths (Drawings not to scale) 2 3 TOP CHORDS CI.2 C2-3 WEBS 1' 0 I Cl-a Ca.? E:.;T1 0 L 0 BOTTOM CHORDS CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, E5R1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI I section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MIt MiTek3 MiTek Engineering Reference Sheet: MlI-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. Never exceed the design loading shown and never stack materials on inadequately braced trusses. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. S. Cut members to bear tightly against each other. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. Design assumes trusses will be suitably protected from the environment in accord with ANS!ITPI 1. Unless otherwise noted, moisture content of lumber shalt not exceed 19% at time of fabrication. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. Top chords must be sheathed or purtins provided at spacing indicated on design. Bottom chords require lateral bracing at 10 II. spacing. or less, if no ceiling is installed, unless otherwise noted. Connections not shown are the responsibility of others Do not cut or alter truss member or plate without prior approval of an engineer. Install and load vertically unless indicated otherwise. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. Design assumes manufacture in accordance with ANSI/TPt 1 Quality Criteria. (èity of Carlsbad This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit. The City will not issue any building permit without a completed school fee form. Project # & Name: Permit #: CBR2019-1940 Project Address: 1082 PALM AVE Assessor's Parcel #: 2051900900 Project Applicant: OWNER THIRKELL BRENDAN J AND JENNIFER L (Owner Name) Residential Square Feet: New/Additions: Second Dwelling Unit: 639 Commercial Square Feet: New/Additions: City Certification: City of Carlsbad Building Division Date: 07/23/2019 Certification of Applicant/Owners. The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/developer of the above described project(s), or that the person executing this declaration is authorized to sign on behalf of the Owner. Carlsbad Unified School District 6225 El Camino Real Carlsbad CA 92009 Phone: (760) 331-5000 Encinitas Union School District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 Phone: (760) 944-4300 x1166 San Dieguito Union H.S. District 684 Requeza Dr. Encinitas, CA 92024 Phone: (760) 753-6491 Ext 5514 (By Appt. Only) San Marcos Unified Sch. C 255 Pico Ave Ste. 100 San Marcos, CA 92069 Phone: (760) 290-2649 Contact: Katherine Marcelja (ByAppt.only) Vista Unified School District 1234 Arcadia Drive Vista CA 92083 Phone: (760) 726-2170 x2222 - SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED. The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may issue building permits for this project. Signature of Authorized School District Official: VN )VC4l( (4kckea1) Title: S\n7ex( Date: Nam of School District: .,ARLBAD UNIFIED SCHOOL DISTRICT Phone: pQ -3 ( -5 OOO 225 CL CAMINO REAL Community & Economic D t92-0%ilding Division 1635 Faraday Avenue I Carlsbad, CA 92008 1 760-602-2719 1 760-602-8558 fax I building@carlsbadca.gov ""C ityof PERMIT REPORT Carlsbad Print Date: 12/16/2020 Permit No: PREV2020-0052 Job Address: 1082 PALM AVE. CARLSBAD, CA 92008-2547 Status: Closed - Finaled Permit Type: BLDG-Permit Revision Work Class: Residential Permit Revisic Parcel #: 2051900900 Track #: . Applied: 04/0.7/2020 Valuation: . $ 0.00 Lot #: Issued: 07/14/2020 Occupancy Group: Project #: DEV2019-b163 Finaled Close Out: 12/16/2020 #of Dwelling Units: 0 Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: CBR2019-1940 In TAlva Plan Check #: Final Inspection: Project Title: THIRKELLADU Description: THIRKELL: REVISION TO FOUNDATION & WALL THICKNESS ON PLUMBING WALL Applicant: Property Owner: OWNER THIRKELL BRENDAN J AND JENNIFER I OWNER THIRKELL BRENDAN J AND JENNIFER 1080 PALM AVE . 1080 PALM AVE CARLSBAD, CA 92008 CARLSBAD, CA 92008 (858) 204-3933 (858) 204-3933 FEE AMOUNT BUILDING PLAN CHECK REVISION ADMIN FEE . $35.00 MANUAL BLDG PLAN CHECK FEE $168.75 Total Fees: $ 203.75 . Total Payments To Date: $_203.75 Balance Due: - $0.00 Building DivisiOn . Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov PLAN CHECK REVISION OR Development Services (Cit.yof DEFERRED SUBMITTAL Building Division Carlsbad APPLICATION . 1635 Faraday Avenue 760-602-2719 B-I 5 www.carlsbacica.gov Original Plan Check NuR'Zl.. 1tjb" Plan Revision Number 2REy2O2cXYD52_ Project Address 4tiL A". General Scope of Revision/Deferred Submittal: ' - 4 WAU- 11c c CONTACT INFORMATION: Name 74 Phone 6t. Fax Address 3e11 hemm i City !L1Wh\A__Zip Email Address _.\ zMpr4. P. 1-T Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 Elements revised: VPIans F1 Calculations Ff Soils Energy fl Other 2. Describe revisions in detail 3. List page(s) where each revision is shown 444 W4C aL # tuM- _z4_-ri iLl. 1fl4 U$i A2_ _tin -j- 4. Does this revision, in any way, alter the exterior of the project? Yes 1% No Does this revision add ANY new floor area(s)? Yes No Does this revision affect any fire related issues? El Yes No Is this a complete set? UN Yes fl No £S ignatu re -T?--- 7-40 U-I Date 04. 1635 Faraday Avenue, Carlsbad; CA 92008 j: 760-602-2719 E: 760-602-8558 Email: building@carlsbadca.gov www.carlsbadca.glov EsGil A SAFEbulittompany DATE: 4/2412020 U APPLICANT URIS. JURISDICTION: Carlsbad PLAN CHECK #.: CBR2019-1940.REV(PREV2020-0052) SET: I PROJECT ADDRESS: 1082 Palm Ave PROJECT NAME: Revision to Plumbing Wall Thickness & Stair Footing/Framing [=1 The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. fl The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. El The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: 14 Telephone #: Date contacted: q ,A4 (by: Email: Mail Telephone Fax In Prson REMARKS: Note to city: hourly rate charged for revision By: Chris Shaver Enclosures: EsGil 4/9/2020 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad CBR20 19- 1940.REV(PREV2O2O-0052) 4/24/2020 [DO NOT PAY— THIS IS NOT ANINVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK #.: CBR2019- 1940.REV(PREV2020-0052) PREPARED BY: Chris Shaver DATE: 4/24/2020 BUILDING ADDRESS: 1082 Palm Ave BUILDING OCCUPANCY: R3 BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code I I #NFA 1997 UBC Building Permit Fee V 1997 UBC Plan Check Fee Type of Review: E Complete Review fl Structural Only F1 Repetitive Fee Repeats * Based on hourly rate E Other Hourly 1.5 Hrs. @ * EsGil Fee $90.00 I ::: ~36,00 / Comments: Sheet 1 of 1 PERMIT REPORT (City of Carlsbad Print Date: 12/16/2020 Permit No: PREV2020-0097 Job Address: 1082 PALM AVE, CARLSBAD, CA 92008-2547 Status: Closed - Finaled Permit Type: BLDG-Permit Revision Work Class: Residential Permit Revisk Parcel #: 2051900900 Track #: Applied' 06/30/2020 Valuation: $ 0.00 Lot #:' Issued: 07/15/2020 Occupancy Group: Project #: DEV2019-0163 Finaled Close Out: 12/16/2020 #of Dwelling Units: 1 Plan #: Bedrooms: : Construction Type: Bathrooms Orig. Plan Check # CBR2019 1940 Inspector TAlva Plan Check #: Final Inspection: Project Title: THIRKELLADU Description: THIRKELL: ADD BEAM & POST TO STIFFEN FLOOR Applicant: . Property Owner: . OWNER THIRKELL BRENDAN J AND JENNIFER L OWNER THIRKELL BRENDAN J AND JENNIFER I 1080 PALM AVE 1080 PALM AVE CARLSBAD, CA 92008 CARLSBAD, CA 92008 (858) 204-3933 . (858) 204-3933 FEE . . AMOUNT BUILDING PLAN CHECK REVISION ADMIN FEE . . . $35.00 MANUAL BLDG PLAN CHECK FEE $262.50. Total Fees: $ 297.50 Total Payments To Date: $ 297.50 Balance Due: $0.00 Building Division . . . Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-2700 1760-602-8560 f I www.carlsbadca.gov . PLAN CHECK REVISION OR Development Services (City Of DEFERRED SUBMITTAL Building Division Carlsbad APPLICATION 1635 Faraday Avenue 760-602-2719 B-I 5 www.carlsbacica.gov 2019-1940 Original Plan Check Number Plan Revision Number Project Address 1082 Palm Ave., Carlsbad, CA 92008 General Scope of Revision/Deferred Submittal: Add beam and post to stiffen floor. CONTACT INFORMAllON: Name Brendan Thirkell Phone 858 204 3933 Address 1080 Palm Ave. city Carlsbad Zip 92008 Email Address steechman@hotmail.com Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person. 1 . Elements revised: IJ Plans % Calculations IJ Soils El Energy El Other 2. Describe revisions in detail 3. List page(s) where each revision is shown The floor is currently deflecting 3/8" without a load and potentially 7/8"-1" with load, which is unacceptable. The engineer used 1J360, which is only advised by Boise Cascade if the floor performance is not of concern. This is noted in the structural attachments. We are adding a beam and post to take the deflection out and stiffen the floor. 4. Does this revision, in any way, alter the exterior of the project? El Yes j No Does this revision add ANY new floor area(s)? 0 Yes M No Does this revision affect any fire related issues? El Yes III No Is this a complete sjy El Yes El] No €cSignaturei3 Date 6/29/2020 1635 Faraday Avenue, Carlsbad, CA 92008 th: 760-602-2719 Ey 760-602-8558 Email: buiIding@cartsbadca.gov www.carlsbadcagov EsGil V/ S.. A SAFEbuiIt'Company DATE: 7/08/2020 JURISDICTION: Carlsbad I PLAN CHECK #.: CBR2019-1940.REV2(PREV2020-0097) PROJECT ADDRESS: 1082 Palm Ave APPLICANT 7 SET:! PROJECT NAME:SFD ADDED A BEAM TO STIFFEN THE FLOOR JOISTS FOR THIRKELL The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. LI The plans transmitted herewith will substantially comply with the jurisdiction's building codes when.minor deficiencies identified below are resolved and checked by building department staff. LI The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. LI The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. LI The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. LI The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. LI EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted:71'174 (bjv1 ) Telephone #: Email: Mail Telephone Fax In Person LI REMARKS: By: Bert Domingo Enclosures: EsGil 7/02/2020 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad CBR2019- 1940.REV2(PREV2O2O-0097) 7/08/2020 [DO NOT PAY - THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK #.: CBR2019- 1940.REV2(PREV2020-0097) PREPARED BY: Bert Domingo DATE: 7/08/2020 BUILDING ADDRESS: 1082 Palm Ave BUILDING OCCUPANCY: R3 BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Air Conditioning Fire Sprinklers ICB TOTAL VALUE 113y Jurisdiction Code Ordinance II UDL DU11U1119 rlIrIuL rcc 1997 UBC Plan Check Fee v I (7(O Type of Review: EJ Complete Review Structural Only j Repetitive Fee E Other V. Repeats Hourly 2 Hrs. @ * EsGil Fee $105.00 I $210.00I * Based on hourly rate Comments: Sheet 1 of 1 Ramskili Structural Engineering tramski1I@attnet 14814 Priscilla Street San Diego, California 92129 (858)612-3702 STRUCTURAL CALCULATIONS FOR ADU FLOOR STIFFENING © 1080 PALM AVENUE CARLSBAD , CALIFORNIA 92008 Do 0 C p4_I I oo4) o o LL '— — L.O(O • LL LL N C o N coo d) CL 0Jo CI,l<.c C6 C14 W 0 0 uJ co 1.1. • I— 14814. Prsc 'San Di90, CA 92129. 1. tk ' •A AA - h1T';.' t16 o&9L L t cjiL 11 Th TomRamskiII,pQaE1__________ 14814 Priscilla St. / ¶ San Diego, CA 92129. ~01 M3$Q LA -ç f' Lf'7 iaop ç; iii 7.J7jt fa L/4'D1 'tMSp\ iPICC0 o cmS QL/ •L( u:.o 'flD Ftan UP&JIVI K Torn Rarnskill, Ph.D.,. S.E San Diego, CA 92129 c: Lotir %frV (41s 'L1) -- -Air _________ • D4i1 lies 4J?o (td1 A"flO ,:(4 c t;q 6w i' Is tri -04 &AI 1c I o) t Tom flèmskill. San Diego, A 92129 fi• • cr!cI.: : f III TIIUTTTI .. F 4' uc\cY Tiçt 4 olq /O g4, - - - SKI '11)4.5 F 04 2?tcv). &\K'J 4 A ll 1øci 6'4* San Diego, CA 92129 .). jøI4I I 1a4 Tom Rarnskifl,Ph.D., L:SYc. ,ri*3& /49t ii t) 4t uts ni I 'Ud) 1t:h 4 HØ 4, I Torn Ramskill, Ph.D!, S. San Diego, CA 92129 11 U'*Av1OltM w"WRELTMONIN MIAMI" -- - 1;. 4 144 - 5ZO M Rarnskill, Ph.D., S.E. 14814 dllt.L San Diego, CA 92129 f Mt)-19 (44; Av)(nI• iAoci; sto Fc