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2405 TORREJON PL; ; CBR2019-3028; Permit
CCityof Building Permit Finaled Carlsbad Residential Permit__ Print Date: 05/19/2020 Permit No: CBR2019-3028 Job Address: 2405 Torrejon P1 Permit Type: BLDG-Residential Work Class: Single Family Detached Status: Closed - Finaled Parcel No: 2162403300 Lot #: Applied: 10/25/2019 Valuation: $94,176.00 Reference #: Issued: 01/16/2020 Occupancy Group: Construction Type PermitFinal Close Out: St Dwelling Units: 1 Bathrooms: Inspector: TAlva Bedrooms: Orig. Plan Check #: Final Plan Check #: Inspection: 05/19/2020 Project Title: Description: RUSS: 640 SF DETACHED ADU Owner: Contractor: TRUST RUSS MIKE AND ANN FAMILY TRUST SPECIALTY HOME IMPROVEMENT INC 12-31-15 2403 Torrejon P1 539 Shadywood Dr CARLSBAD, CA 92009 Escondido, CA 92026-1426 760-738-6270 FEE AMOUNT BUILDING PERMIT FEE ($2000+) $605.35 BUILDING PLAN CHECK FEE (BLDG) $423.74 ELECTRICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL . $43.00 GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION $175.00 MECHANICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL $52.00 PLUMBING BLDG RESIDENTIAL NEW/ADDITION/REMODEL $80.00 PUBLIC FACILITIES FEES - outside CFD $3,296.16 5B1473 GREEN BUILDING STATE STANDARDS FEE $4.00 STRONG MOTION-RESIDENTIAL . $12.24 SWPPP INSPECTION FEE TIER 1 - Medium BLDG L $246.00 SWPPP PLAN REVIEW FEE TIER 1- MEDIUM $55.00 Total Fees: $4,992.49 Total Payments To Date: $4,992.49 Balance Due: $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees; dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. Building Division 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov Page 1 of 1 I'.. RESIDENTIAL .: (City of BUILDING PERMIT Plan Check 302-1 I Carlsbad APPLICATION Est. Value ICATION PC Deposit 4 i B-I ___________ I ADI)?s T00 FL_ Date Job Address 2.Pt 0 PL.. Suite: APN: CT/Project#: Lot #: Fire Sprinklers: yes /07 Air Conditioning:c07 no Electrical Panel Upgrade: yes / no BRIEF DESCRIPTION OF WORK: D Addition/New: ' 9 0 Living SF, Deck SF, Patio SF, Garage SF Is this to create an Accessory Dwelling UnitNo New Fireplace? Yes yes how many? 0 Remodel: SF of affected area Is the area a conversion or change of use? Yes / No J 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: o Plumbing/Mechanical/Electrical Only: El Other: APPLICANT (PRIMARY CONTACT) PROPERTY OWNER Name: 556 Name: tAe— Address: % OQ't 5 CJ'rs A - Address: 2)403 -- p_a c#...i City: A,-ee State:cAZip: 10L01 1 City: CA-2_1-s rA A-0 -State:- CA Zip: '12 00 Phone: 7139151 Phone: Email: eAt5o Email: DESIGN PROFESSIONAL Name: Address: City: — Phone: Email: Architect-State License: State: Zip: CONTRACTOR BUSINESS Name: 5ctAL-rr &Of'G- Address: S 4Oy00t OIL- City: c,co&O toO State:-' Zip: 91-0" Phone: 1O -7'8-?_70 Email: 'sc co.iG-t-- State License: 7'11 S 5 7 Bus. License:r3O5p402 i..( (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 1$500}). 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.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. 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: r G-'2- ' .) _q.A c_. Policy No. 7(,000 19 0 S 8 ct Expiration Date: 1t 12 C) - 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: _.7d AENT DATE: ö/ 'z..S I "j (OPTION 6 ): OWNER-BUILDER DECLARATION: I hereby affirm that lam 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). O 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. 0 Yes 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 have contracted (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? (3 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? 0 Yes 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 UABILmES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID 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 stones 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 X1 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 a period of 180 dayy5'jction 106.4.4 Uniform Building Code). APPLICANT SIGNATURE: DATE: 1635 Faraday Ave Ca Ph: 760-602-2719 Fax: 760-602-8558 Email: BuiIding@jcarIsbadCa.gov B-i Page 2 of 2 . Rev. 06/18 Permit Type: BLDG-Residential Application Date: 10/25/2019 Owner: TRUST RUSS MIKE AND ANN FAMILY TRUST 12-31-15 Work Class: Single Family Detached Issue Date: 01/16/2020 Subdivision: LA COSTA SOUTH #3 Status: Closed - Finaled Expiration Date: 05/18/2021 Address: 2405 TORREJON PL IVR Number: 22713 CARLSBAD, CA 92009-8034 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status Checklist Item COMMENTS Passed BLDG-Building Deficiency March 11, 2020: Yes Shearwall panels/nailing schedule and seismic hold-downs scope of work approved. Qeputy inspectors report verified and approved for additional (8) add itional/relocatedseismic holddowns required per architectural structural plan and details. BLDG 16 Insulation 121980-2020 Passed Tony Alvarado Complete 03117/2020 03/1712020 BLDG-17 Interior 122401-2020 - Passed Tony Alvarado Complete Lath/Drywall BLDG-18 Exterior 122608-2020 Passed Tony Alvarado Complete Lath/Drywall - - - 05/18/2020 05/18/2020 BLDG-43 Air 127767-2020 Cancelled Tony Alvarado Reinspection Incomplete Cond./Furnace Set Checklist Item COMMENTS Passed BLDG-Building Deficiency May 18, 2020: Yes Final inspection approved for ADU secondary dwelling unit. Final documentation reviewed, approved, and filed 05/19/2020 05/19/2020 BLDG-Final Inspection 128001-2020 Passed Tony Alvarado - Complete Checklist Item COMMENTS Passed BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDGStructural Final Yes BLDG-Electrical Final Yes Tuesday May 19, 2020 Page 2 of 2 Building Permit Inspection History Finaled C_City of Carlsbad Permit Type: BLDG-Residential Application Date: 10/25/2019 Owner: TRUST RUSS MIKE AND ANN FAMILY TRUST 12-31-15 Work Class: Single Family Detached Issue Date: 91/16/2020 Subdivision: LA COSTA SOUTH #3 Status: Closed - Finaled Expiration Date: 05/18/2021 Address: 2405 TORREJON PL IVR Number: 22713 CARLSBAD, CA 92009-8034 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 01/27/2020 01/27/2020 BLDG-SW-Pre-Con 117510-2020 Passed Tony Alvarado Complete 01/30/2020 01/30/2020 BLDG-21 117902-2020 Partial Pass Tony Alvarado Reinspection Incomplete UndergroundlUnderflo or Plumbing BLDG-31 118062-2020 Passed Tony Alvarado Complete Underground/Conduit - Wiring 02106/2020 02/06/2020 BLDG-11 11 8627-2020 Passed Tony Alvarado Complete FoundationlFtglPiers (Rebar) BLDG-21 118813-2020 Passed Tony Alvarado Complete Underground/Underflo or Plumbing 03103/2020 03/03/2020 BLDG-83 Roof Sheeting, 121266-2020 Partial Pass Tony Alvarado Reinspection Incomplete Exterior Shear (13,15) Checklist Item COMMENTS Passed BLDG-13 Shear Panels-HD (ok March 3, 2020- No to wrap) 1. Sheatwall nailing scope of work approved-only. 2. HDU2 shearwall panel holddowns missing at four locations. Total HDU2's missing eight quantity. BLDG-15 Roof • Yes Sheath ing-Reroof 03/06/2020 03/06/2020 BLDG-84 Rough • 121610-2020 Passed Tony Alvarado Complete Combo(14,24,34,44) 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 03/11/2020 03/11/2020 BLDG-I3 Shear 122082-2020 Passed Tony Alvarado • Complete Panels/Hp (Ok to wrap) • Tuesday, May 19, 2020 • Page 1 of 2 Ghostrider inc. PH. 760-4734052 Fax 619-367-5791 E-mail, twghostriderOlyahoo.com CUENT Owner DATE 3/5/2020 ARCHITECT KL Drafting & Design 10245 Casa Court Santee, Ca Any Where Any Time Around the World, Around the Clock P.O. Box 1120 Fallbrook, CA 92088 E-mail, Sdmoschgmail.com PAILY INSPECTION REPOR11 i-HIft.c p.DIc1— PROJECT Russ ADU ADDRESS .294510rrej0n Place CA405-) ary Carlsbad, CA 92009 JOB It Ghostrider, Inc. BUILDING PERMIT/DSA/OSHPD# CBR2019-3028 PLAN FILE# Not Applicable W. 0. It Not Applicable ENGINEER KI Drafting & Design 10245 Casa Court Santee, Ca ONTRAC1OR Moore Construction - 760-807-3314 Epoxy All-Thread Concrete, PSI: It Unknown/Existing Approved Plans Not Available Epoxy Type: It Simpson SET-XP (ESR 2508) Compressed Air Blow,Brush,Blow Batch Number: It 1000064598, Exp. 11/2021 Bottle Brush Nylon 1/2" Dia. Threaded-Rod: It 5/8" Dia. (Galv.) Edge Distance Approved Weather Sunny Bright Safety Gear: Hardhats,Glasse REMARKS: Inspected epoxy all-thread of 8 added holdowns on project as shown on the approved drawings for project (S1.0). Contractor used 5/8" Dia. (Galv.) all-thread. Contractor drilled %" Dia. X 12" deep holes. Contractor used clean dry compressed air & a nylon bottle brush to clean holes. Holes were filled and rods installed. Work on project is ongoing. I 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 of the building codes. For this report to be valid it must have afinal report, signed by the special inspector, stating "Final Report of inspection and material testing' Without afinal report this document is invalid. This report covers the locations of the work reported only and doesn't constitute engineering opinion or project controL Time in: Time out: Signature Taylor White Authorization: THE DEPUTYS A. W.S. & I.C.C. & San Diego 1287: This Is not a government form. The Federal, State. County and ate seals only signitu that insoections are conducted under FederaL state. County and ate Codes 12013. CBLI. This document Is not used for alvertisino. marketing o,aromotlons. This document Is used to convey crnnIIance with the Codes. Ghostrider, Inc. 01-2008. Rev. (18)9/2015 -- _ F 54011A - TESITEI if "qq 9j AV PWSS 1L I2MI+: Cg701€f_ O2-, P.O. Box 1195 Lakeside, CA 92040 (619) 443-0060 Date _1 / .2i2 Foundation Excavation Inspection for Address.? lbccPjD-i pj C4"/cMd1 64 ag /11/7/:, -J9 I have inspected foundation excavations for the jproposed structure. The following apply: 'Soils are substantially the same as those encountered in our previous reports. dFooting excavations for the proposed: extend to the proper depth and bearing strata and conforrnto the previous report as to soil expansion and bearing capacity. I I & Note: Footing recommendations in our report are based on minimum standards for the soil type. Please seestructural engineer or approved foundation plans for any additional requirements. From SOIL TESTERS REPRESENTATIVE ( EsGil A SAFEbuRtCompany DATE: 1/14/2020 APPLICANT JURIS. JURISDICTION: Carlsbad PLAN CHECK #.: CBR2019-3028 SET: III PROJECT ADDRESS: 2405 Torrejon Place PROJECT NAME: Russ ADU The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building 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. LII 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' chck has been completed. EsGil staff did advise the applicant that the plan check has been completed. LI] REMARKS: By: Tamara Fischer Enclosures: EsGil 1/7/2020 1 1 14 jaz ;~ t 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsG il A SAFEbuiftCompany DATE: 12/30/19 JURISDICTION: Carlsbad PLAN CHECK #.: CBR2019-3028 SET: II PROJECT ADDRESS: 2405 Torrejon Place PROJECT NAME: Russ ADU U APPLICANT U JURIS. 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. 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. fl 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: Jesse Leon 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: Jesse Leon Telephone #: 619 733-8134 Date contacted: (by: ) Email: jessealeon@hotmail.com Mail Telephone Fax In Person LI REMARKS: By: Tamara Fischer Enclosures: EsGil 12/19/19 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad CBR20 19-3028 12/30/19 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil and the Carlsbad Planning, Engineering and Fire Departments. Bring TWO corrected set of plans and calculations/reports to EsGil, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. An ADU may have a separate utility service installed, or sub fed via existing service with adequate capacity. ADU's require electrical load calculations per CEC 220.83 to justify existing electrical service size is adequate. Please show compliance. The load calculation provided is for the ADU alone. Load calculations for the existing house plus the ADU are needed for sizing of the main electrical service. Based on the information available, it appears that the existing I OOA service will not be adequate. A separate (detached building with a separate foundation and slab) ADU requires a separate ground electrode system per CEC 250.32. Assuming the ADU is being fed by a panel at the existing building, please provide a single line diagram showing the subpanel for the ADU and its feeder and grounding design. Also show the location of the ADU subpanel. Please show cold water bond at the ADU. 20. Please correct the gas diagram. f) The minisplit is powered by electricity. The minisplit is still shown on the gas diagram. Also, the range and dryer are not shown. If they are to be electric, please specify this on the plans. CONTINUED Carlsbad CBR20 19-3028 12/30/19 MISCELLANEOUS To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes No L3 The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Tamara Fischer at EsGil. Thank you. V EsGil A SAFEbuileCompany DATE: 11/11/19 JURISDICTION: Carlsbad PLAN CHECK #.: CBR2019-3028 SET: I PROJECT ADDRESS: 2405 Torrejon Place PROJECT NAME: Russ ADU APPLICANT ci JURIS. 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 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. 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. The applicant's copy of the check list has been sent to: Jesse Leon 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. —Pesen-contcted:Jesse Leon Telephone #: 619 733-8134 'Date contacte)l (iZ (by: 77), Email: jessealeon@hotmail.com E Mail Telephone Fax In Person By: Tamara Fischer Enclosures: EsGil 10/28/19 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad CBR2019-3028 11/11/19 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK #.: CBR2019-3028 JURISDICTION: Carlsbad PROJECT ADDRESS: 2405 T?rrejon Place FLOOR AREA: 640 sq ft ADU DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 11/11/19 STORIES: 1 HEIGHT: 11' Approx per CRC DATE PLANS RECEIVED BY ESGIL CORPORATION: 10/28/19 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 CBR20 19-3028 11/11/19 (DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK #.: CBR2019-3028 PREPARED BY: Tamara Fischer DATE: 11/11/19 BUILDING ADDRESS: 2405 Torrejon Place BUILDING OCCUPANCY: R3 BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) SF0 640 141.76 90,726 Air Conditioning 640 5.39 3,450 Fire Sprinklers TOTAL VALUE 94,176 Jurisdiction Code Icb Isy Ordinance I 1997 UBC Building Permit Fee V 1997 UBC Plan Check Fee V I Type of Review: 121 Complete Review Structural Only Repetitive Fee Hi Repeats O Other El Hourly Hr. @ * EsGil Fee c O.29I Comments: Sheet 1 of I Carlsbad CBR2019-3028 11/11/19 1. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil and the Carlsbad Planning, Engineering and Fire Departments. Bring TWO corrected set of plans and calculations/reports to EsGil, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. 2. Permit application indicates address of ADU is 2405 Torrejon. Please indicate this on the plans. 3. If the existing residence does not have fire sprinklers, please clarify this at the development summary on sheet T1.0. (If it does have sprinklers, the ADU is required to have sprinklers). Section R313.2. 4. Specify on the plans the following information for the Class A composition shingle roof materials, per Section RI 06.1. 1: Manufacturer's name and product name/number. ICC approval number, or equal. 5. Where eave vents are installed, insulation shall not block the free flow of air. A minimum of I" of air space shall be provided between the insulation and the roof sheathing. To accommodate the thickness of insulation plus the required I" clearance, member sizes may have to be increased for rafter-ceiling joists. Section R806.3. 6. Show location of attic access with a minimum size of 22"x30", unless the maximum vertical headroom height in the attic is less than 30". Access must be provided to each separated attic area (if over 30 sq. ft.), shall be located in a hallway or other readily accessible location and 30" headroom clearance is required above the opening. Section R807.I. 7. For drainage away from the building, specify that the grade shall fall a minimum of 6" within the first 10 feet. Show drainage pattern. Section R401.3. CONTINUED Carlsbad CBR20 19-3028 11/11/19 8. Provide a copy of the project soil report. The report shall include foundation design recommendations based on the engineer's findings and shall comply with Section R401.4. The City of Carlsbad requires a soil report for this project since it exceeds 500 sq ft. Please ensure that all recommendations from the soil report are incorporated into the design. 9. If the soils engineer recommended that he/she review the foundation excavations, note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: The building pad was prepared in accordance with the soils report, The utility trenches have been properly backfilled and compacted, and C) The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report." 10. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (if required by the soil report). 11. Show on the site plan the location and gradient (ie 2:1) of any slopes. Compliance with Section R403.1.7 for foundation setbacks from ascending and descending slopes must be clearly shown on the plans. 12. Please specify minimum 48" lap splice at top plates. Section R602.3.2. 13. Please specify 2x6 framing for exterior walls at section on sheet S2 per the energy design. 14. You have chosen to use the conventional construction bracing provisions outlined in the CRC Section R602.10. Please include the following in order to show compliance: In order to comply with section R602.10.2.2.1, provide a hold down capable of resisting 1800 lb uplift at the end closest to the corner of the building for each braced panel which does not start at the corner of the building. (Both panels at the rear elevation, the right panel at the front elevation and the 66" panel at the right elevation). Provide an additional braced panel with a footing below it, minimum 4' in length at the wall between the shower and the laundry closet. 15. Detail 5/S2.0 referenced at the interior braced panel on sheet S1.0 does not fit. This braced panel-is parallel to the trusses. Detail shows it is perpendicular. CONTINUED Carlsbad CBR20 19-3028 11111/19 16. An ADU may have a separate utility service installed, or sub fed via existing service with adequate capacity. ADU's require electrical load calculations per CEC 220.83 to justify existing electrical service size is adequate. Please show compliance. 17. A separate (detached building with a separate foundation and slab) ADU requires a separate ground electrode system per CEC 250.32. Assuming the ADU is being fed by a panel at the existing building, please provide a single line diagram showing the subpanel for the ADU and its feeder and grounding design. Also show the location of the ADU subpanel. 18. Per CEC Article 210.11 (C)1, note on the plans that there will be a minimum of 2 small appliance branch circuits within the locations specified in Article 210.52(B), 19. Please complete the Carlsbad Waste Management Form. https://www.carlsbadca .qov/civicax/filebank/blobd load .aspx?Blobl D=34404. 20. Please correct the gas diagram. Specify it is to be a dedicated line from the gas service. The length of the pipe to the gas service is incorrect based on the site plan. The sizing should be based on the total developed length form the service. Specify the length of each portion of the pipe. The pipe size should remain the same between branches. The minisplit is powered by electricity. 21. Instantaneous water heaters shall have isolation valves on both the cold and the hot water piping leaving the water heater complete with hose bibs or other fittings on each valve for flushing the water heater when the valves are closed. ES 110.3 22. Please remove electrical note 11 as it is outdated and does not comply with current requirements. 23. Mechanical whole house ventilation must be provided. Identify the exhaust fan providing the whole house ventilation (complete with CFM and maximum I Sone noise rating) on the floorplans. ES 150.0(o). 24. Installed heat pump outdoor condensing units shall have a clearance of at least (5) feet from the outlet of any dryer exhaust duct termination. Please show compliance. CONTINUED Carlsbad CBR20 19-3028 11111/19 MISCELLANEOUS To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes E3 No U The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Tamara Fischer at EsGil. Thank you. Pages or sheets covered by this seal: K6785572 thru K6785573 My license renewal date for the state of California is September 30, 2020. 20' M Mileke MiTek USA, Inc.. 250 Mug Circle Corona, CA 92880 951-245-9525 Re: ross_adu RECEIVrD OCT 25 2019 CITY OF .LSBAD BUILD:, .JIVISION The truss drawing(s) referenced below have been prepared by Milek USA, Inc. under my direct supervision based on the parameters provided by Pacific Truss. - October 15,2019 Zhao, Xiaoming 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 ANSlITPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MfTek 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. Muck 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 property incorporate these designs into the overall building design per ANSIITPI 1, Chapter 2. I CI3RZoII 3ô2? Jol Truss Type ri QtyPly Reference(oglional) K6785572 ross_adu FINK 11 Job Pacific Truss SAN DIEGO, Spring Valley, CA 7.640 a Aug 162017 MiTett Industries. Inc,Tue Oct 1510:49:17 2019 Page 1 ID:ola5lmTNT9n7x76ulmsWiiy95Ea-FqlZjm9Ow2b8wEFPdsNrEsmPjKPLxNa7EnPcE)TBc0 5.8.0 10.6.4 154-8 21.0.8 I 5-6.0 4-10-4 4-10.4 546 Scales 1:35.2 454 = 3x6 = 3x4 = 3x4 = 354 3x6 = I 7_3_7 LOADING (pat) SPACING- 2411.0 CSi. TCLL 20.0 Plate Grip DOL 1.25 IC 027 TCDL 15.0 Lumber DOL 1.25 BC 0.45 BCLI. 0.0 * Rep Stress lncr YES WS 0.23 BCDL 10.0 Code IBC2015iTP12014 (Matrlx-M) LUMBER- TOP CHORD 2X4 OF No.2 G BOT CHORD 2X4 OF No.2 G WEBS 2X4DF Sid G REACTIONS. (lb/size) 1=9471(11-3.8,5=94710-3-8 Max Horz 1=26(LC 11) DEFL. in (Inc) Well Lid PLATES GRIP Veit(LL) -0.08 6-8 >999 240 MT20 220/195 Vert(CT) -0.31 6-8 >816 180 Hosz(C1) 0.07 5 n/a n/a Weight 78 lb FT = 20% BRACING. TOP CHORD Structural wood sheathing directly applied or 4-2-3 cc purIna. BOT CHORD Rigid ceiling directly applied or 10-0-ooc bracing. FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-2100126, 2-15-2049136, 2161845/13. 3-164-1787/27, 3-17-1787!27. 4171845113. 4-164-2049/36, 5.182100I26 BOT CHORD 1-64-3/1943,7-8=0/1330,6-7=0/1330, 5-6=-3/1943 WEBS 2-64-381/75,3-8=0/560,3-8=0/580.4-64-381115 NOTES- Unbalanced roof live loads have been considered for this design. Wind: ASCE 7-10; Vult=llomph (3-second gust) Vasd87mph: TCDL6.0p91 BCDL=6.0psf h=25ft B=45111; L=24ft; eave=411 Cat. II; Exp B; enclosed; MVVFRS (directional) and C-C Extenor(2) 04-0 to 3-0-0. Intellor(1) 3-0-0 to 1044, Exterior(2) 1041-4 to 1344 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL--11.60 plate grip 00L160 This truss has been designed for a 10.0 psf bottom chord live load nonconcaurrent with any other live loads. • This truss has been designed for a live load of 20.0p51 on the bottom chord in all areas where a rectangle 340 tall by 240-0 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-dgid pitthbreaks including heels' Member and fixity model was used In the analysis and design of this truss. C70068 * 1* October 15,2019 A WANJENG- Vorfi design perimeters and READ NOtES ON THIS AND INCL UDED MITER REFERENCE PAGE W1674 ?3 rev. I063P4 015 BEFORE LISE Design valid for use only with MlTek8connestois. This design is based only upon parameters shown, and Is for an Individual building component net a truss system. Before use, the building designer must verify the npyilcabltly of design parameters end property incorporate this design Into the overall building design. erasing indicated Is to prevent buchOng or Individual truss web ouster died members only. Additional temporary and permanent bracing Milek is always required for stability and to provost collates with possible personal Injury and property damage. For general guidance regarding the fabrIcation, storage, delivery, erection and leasing of trusses and truss systerrm, see AREUTFt1 Qualify Ofteda. D$B19arrd SCSI &IMing Conweneirf 250 klug circle Sarelylrrfemrafian avelleldo from T,uss Plate trrSlitute, 218 N. Lee Slrent Suite 312. puexelnlrla. VA 22314. Corona, CA 92880 Jolt ss Truss Type Qty Ply r1A [lob 1(6785573 ross_adu GABLE 1 Reference (optional) ?aO1lC Truss SAN OBEiU, Spnng Valley, GA 7.540 $ Aug 192017 MileS In6ustfle5. Inc. TUG Oct15 10-49:18 2019 Page 1 ID:ola5lrxTThn7x76ulmsWvy95Ea-3Olyra69ehLpYOqbBav4n3JaTklaGqqGTJ0ykgyTBc? 5.80 108.4 15.4.8 2148 5.8.0 4.10.4 4-10.4 5.8-0 Scale= 1:35.2 454 = MT 1.5x3 ON EACH FACE OF BOTH ENDS OF UN-PLATED MEMBERS OR EQUIVALENT CONNECTION BY OTHERS. 3x8 = 3x4= - 3x4 354- 3_ LOADING (pat) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.27 TCDL 15.0 Lumber DI 1.25 Sc 0.45 BCLL 0.0 • Rep Stress Inor YES WB 0.23 BCDL 10.0 Code lBC2015fPl2014 (Matrix-M) LUMBER. TOP CHORD 2X4 DF No.2 G BOT CHORD 2X4 OF No.2 G WEBS 2X4 OF Std G OTHERS 2X4 OF Std G REACTIONS. (lb/size) 1>847/0-3-8,5=94710-3-8 Max Hoez126(LC 11) DEFL In (bc) Well L/d PLATES GRIP Vest(LL) -0.08 64 >999 240 MT20 220/195 Vert(CT) .0.31 6-8 >816 180 Hoiz(CT) 0.07 5 n/a n/a Weight: 106 lb FT = 20% BRACING. TOP CHORD Structural wood sheathing directly applied or 4-2-3 cc purling. BOT CHORD Rigid ceiling directly applied or 10-0-00c bracing. FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (Jb) or less except when shown. TOP CHORD 1-41=-2100/26, 241=2O49/36. 2.42.1845/13, 3-42=-1787/27, 343=.1787/27, 4-43=-1845/13, 4-44=-2049/36, 5.44.2100/26 BOT CHORD 1-8=-3!1943, 7.6=0/1330,6.7=011330, 5-6=-311943 WEBS 2-6=481175. 3.8=0/580,3.6=01560,4.6=481115 NOTES- Unbalanced roof live loads have been considered for this design. WInd: ASCE 7-10: Vultll0mph (3-second gust) Vasd>87mph; TCOL6.0p51 BCDL=6.opsf; tw25ft 8=4511; L=241111; eave=4ft; Cat. II; Exp B; enclosed: MWFRS (directional) and C-C Extenor(2) 0-0-0 to 340. lntedor(1) 344 to 10-64. Exterior(2) 1044 to 1344 zone: cantilever left and right exposed: end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSIITPI 1. Gable studs spaced at 14-0 cc. This truss has been designed for a 10.0 psI bottom chord live load nonooncurrent with any other live loads. This truss has been designed for a We load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2411-0 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.rlgld pitchbreaks including heeler Member end fixity model was used in the analysis and design of this truss. October 152019 I A WARNING. Vedfydoalgn parameters and NEW NOTES ON THIS AND INCLUDED MITEI( REFERENCE PAGE MII-7473 rev. 10W211I5 BEFORE USE I I Design voId for use only well w1etNI connentom. Thi> design is be only upon parameters shown, and is for an Individual building component not I a truss system. Before use, the building designer must verily the applicability ordesign parameters and properly Incorporate this design Into the overall building design. erasing Indicated Is to prevent bucleng orindlvldual bliss web endlordto,d members only. Addlllonal temporary and permanent bmduig I MiTek I I is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the I I I fabrtnotlon etorege. delivery. emotes and bradrrg of trusses end IsBn systenra. see ARE&OPU Quality 0~46 688.89 and BC$I Bullotng component I KIte Circa I Safnlylnfonnarion available from Truss Plate histilute, 216 N. Leo Street SuIte 312. Alexandria. VA 22314. CA 9260 I Symbols PLATE LOCATION AND ORIENTATION 4-1 V Center plate on joint unless x, offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. O-'lie" 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. aPlate location details available In MiTek 20120 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 > Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING <fl 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: ANSI/IPIl: 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 8-4-8 dimensions shown in ft-in-sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSILETIERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2382, ESR-1 397, 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 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved W1 0 MiTek® MiTek Engineering Reference Sheet: M11-7473 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 Tot 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. Cut members to bear tightly against each other. Place plates on each face of truss at each Joint and embed fuily. Knots and wane at Joint locations are regulated by ANSIITPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSlITPI 1. S. Unless otherwise noted, moisture content of lumber shall 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 puilins provided at spacing indicated on design. Bottom chords require lateral bracing at 10 It. 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. 17. Install and load vertically unless Indicated otherwise. IS. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Review at portions of this design (front, back, words and pictures) before use. Reviewing pictures alone Is not sufficient. Design assumes manufacture in accordance with ANSWTPI 1 Quality Criteria. ('iity of eq 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: ___ I Carlsbad Unified School District nLlVtDI 6225 El Camino Real Permit # CBR2O19-3028 I JAN 16 2 Carlsbad CA 92009 020 I Project Address: 2405 TORREJON P1 r . ni Phone: (760) 331-5000 Assessor's Parcel #: 2162403300 BUILDING DIVISION Project Applicant TRUST RUSS MIKE AND ANN FAMILY TRUST 12-31-15 (Owner Name) Residential Square Feet: New/Additions: 640 Second Dwelling Unit: Commercial Square Feet: New/Additions: City Certification: City of Carlsbad Building Division Date: 12/19/2019 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. EIEncinitas Union School District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 Phone: (760 4-4300 x1166 San DieguitoUn S. District eza Dr. Encinitas, CA 92024 Phone: (760) 753-6491 Ext 5514 (By Appt. Only) LU San Marcos Unified Sch. District 255 Pico Ave Ste. 100 San Marcos, CA.92069 Phone: (760) 290-2649 Contact: Katherine Marceija (By Appt.only) EU 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: 'L John Addleman Title: Director of Planning & Date: rintiit: "i4LWU. Name of School District: San Dieguito Union High School District Phone: - 75T' Community & Economic Development - Building Division 1635 Faraday Avenue I Carlsbad, CA 92009 1 760-602-2719 1 760-602-8558 fax I building@carlsbadca.gov 4i,7c tyof 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. RECEIVED Project # & Name: Permit # CBR2019-3028 OF r'Ar. I'r.p- C TY O Project Address: 2405TORREJON PL BUILDI NG DIVISION Assessor's Parcel #: 2162403300 Project Applicant: TRUST RUSS MIKE AND ANN FAMILY TRUST 12-31-15 (Owner Name) Residential Square Feet: New/Additions: 640 '1. 1. Second Dwelling Unit: Commercial Square Feet: New/Additions: City Certification: city of Carlsbad Building Division Date: 12/19/2019 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. L1 Carlsbad Unified School District 6225 El Camino Real Carlsbad CA 92009 Phone: (760) 331-5000 *EEncin]itas:Unlo chool District cho 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. District 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 Sign Title Name of School District: 5jJj- 1jv — Phone: 1'It.#3$ Community & Economic Development - Building Division 1635 Faraday Avenue I Carlsbad, CA 92008 1 760-602-2719 1 760-602-8558 fax I building@carlsbadca.gov (City of Carlsbad FFV- Leucadia Wastewater District 1960 La Costa Ave. Carlsbad, CA 92009 (760) 753-0155 FOR VaIllecitos Water District 201 Vallecitos de Oro San Marcos, CA 920-6-9 (760) 744-0E CE JAN 16 2020 The following project has been submitted for building permits: CITY OF CARLSBAD 0 BUILDING DIVISION Plan Check #: Permit #: CBR2 19-3028 Property Owner: RUSS MIKE AND ANN FAMILY TRUST 12-31-15 Project Address: 2405 TORREJON PL Assessor's Parcel #: 2162403300 Project Description: RUSS: 640 SF DETACHED ADU City Certification: City of Carlsbad Building Division Date: December 19, 2019 Please indicate in the space below that the owner has entered into an agreement to have your agency provide public sewer service to the premises, and/or if the existing service is adequate for this project and all required conditions have been satisfied. Permits will not be issued until this form is completed and returned to our office. This space to be completed by District Personnel I certify the district requirements for sewer service have been satisfied. Approved by: J7 Date: Title: FIELD SERVICES SPECIALIST Community & Economic Develo - Building Division 1635 Faraday Avenue, Carlsbad, CA 920084314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov 6 15V IV O -jS'1 STORM WATER POLLUTION PREVENTIN.NOTES BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Best Management Precdoe* (BMP) Description 1181111111810188180881866 Reuel iM TAI']1TrI.Ir4 rr. InstructIons: Check the box to the left of all applicable construction activity (first column) expected to occur during construction. Located along the top of the BMP Table is a fist of BNPs with it's corresponding California Stormwater Quality Association (CASQA) designation number. Choose one or more BliPs you intend to use during construction from the list. Check the box where the chosen activity row Intersects with the BLIP column. Refer to the CASQA construction handbook for information and details of the chosen BLIPs and how to apply them to the project •i 7. THE CITY INSPECTOR SHALL HAVE THE AUTHORITY TO ALTER Nli THIS PLAN DURING OR BEFORE CONSTRUCTION AS NEEDED TO ENSURE COMPLIANCE WITH CITY STORM WATER QUALITY 01171 REGULATIONS. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPs WHEN RAIN IS EMINENT. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY INSPECTOR AFTER EACH RUN—OFF PRODUCING RAINFALL. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY INSPECTOR DUE TO INCOMPLETE GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PECENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. OWNER'S CERTIFICATE: I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (I) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO AVOID THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND (2) ADHERE TO. AND AT ALL TIMES, COMPLY INN THIS CITY APPROVED TIER 1 CONSTRUCTION SRPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARLSBAD. i($( L-c" OWNER(S)/OWNER'S AGENT PRINT) OWHER(S)/OWNE AGENT E (SIGNATURE) DATE E-29 SHOW THE LOCATIONS OFALL CHOSEN BMPs ABOVE ON THE PROJECTS SITE PLAN/EROSION CONTROL PLAN. SEE THE REVERSE SIDE OF THIS SHEET FORA SAMPLE EROSION CONTROL PLAN. -BMP's are subject to field inspection- Page 1 of I PROJECT INFORMATION Site Address: 2.Lto5 Assessor's Pored Number Emergency Contact: Name._'tB cs 24 Hour Hour Phone: _7(O - 47 I5 Construction Threat to Storm Water Quality (Check Box) 0 MEDIUM 0 LOW STORM WATER COMPLIANCE FORM TIER I CONSTRUCTION SWPPP E-29 REV 02/16 r C"Cittv 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. 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. NOTE: The following type of permits are not required to fill out this form + Patio + Decks •:• PME (w/o panel upgrade) + Pool .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. A Details on CAP ordinance requirements are available on the city's website. .4 A CAP Building Plan template (form B-55) shall be-added to the title page all building: plans. This template shall be completed to demonstrate project compliance with the CAP ordinances. Refer to the building app!ication webpaqe and download the latest form. Application Information Project Name/Building Permit No.: Property Address/APN: Applicant Name/Co.: Applicant Address: Contact Phone: BP No.: yd5 CASP CX (,s.7e)) e")9 Contact Email: Contact information of person completing this checklist (if different than above): Name: Contact Phone: Company name/address: Contact Email: Applicant Signature: Date: 1 12-5 11', B-50 Page 1 of 6 Revised 08/19 City of Carlsbad Climate Action Plan Consistency Checklist La Use the table below to determine which sections of the Ordinance Compliance checklist are applicable to your project. For alterations and additions to existing buildings, ttach Building Permit Valuation worksheet. Building Permit Valuation (BPV) from worksheet:l Construction Type Complete Section(s) Notes: A high-rise residential building is 4 or more stories, including a I1 Residential Low-rise High-rise mixed-use building in which at least 20% of its conditioned floor area is residential use i11 New construction 2A, 3A, IB2B 4A 3B, 4A and alterations: 0 BPV < $60,000 1 N/A I N/A I All residential additions and alterations BPV 2! $60000 1-2 family dwellings and townhouses with attached garages 1A, 4A 4A 0 Electrical service panel upgrade only only 'Multi-family dwellings only where interior finishes are removed 0 BPV $200,000 1A, 4A* 1 B, 4A* and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed LI Nonresidential O New construction I I B, 2B, 3B, 4B and 5 D Alterations: BPV ~ $200,000 or additions ~ 1,000 1B, 5 square feet BPV a $1,000,000 1B, 2B, 5 2:2,000 sq. ft. new roof addition 2B, 5 Building alterations of ? 75% existing gross floor area 1 1 B also applies if BPV ? $200,000 CAP Ordinance Compliance Checklist Item Check the appropriate boxes, explain all not applicable and exception items, and provide supporting calculations and documentation as necessary. 1. Energy Efficiency Please refer to Carlsbad Municipal Code (CMC) sections 18.21 .155 and 18.30.190, and the California Green Building Standards Code (CALGreen) for more information when completing this section. A. A Residential addition or alteration? $60,000 building permit valuation, 0 N/A_____________________________ See CMC section 18.30.190. 0 Exception: Home energy score? 7 (attach certification) Year Built Single-family Requirements Multi-family Requirements Before 1978 Select one: Duct sealing 0 Attic insulation 0 Cool roof 0 Attic insulation 1978 and later Select one: Lighting package 0 Water heating Package Between 1978 and 1991 Select one: 0 Duct sealing 0 Attic insulation 0 Cool roof 1992 later and Select one: 0 Lighting package 0 Water heating package B. D Nonresidential* new construction or alterations? $200,000 building permit valUation, or additions? 1,000 square feet 0 N/A_____________________________ Updated 8/15/2019 2 City 6? Carlsbad Climate Action Plan Consistency Checklist Annual TDV Energy use:*** x.80= Mm. system size: kWdc ***Attach calculation documentation using modeling software approved by the California Energy Commission. 3. Water Heating A 0 Residentialand hotel/motel new construction Please refer to CIVIC sections 18.30.150 and 18.30.170 when completing-this section. 0 For systems serving individual dwelling units choose one: Heat pump water heater AND Compact hot water distribution AND Drain* water heat recovery (low-rise residential only) Heat pump water heater AND PV system .3 kWdc larger than required in CIVIC section 18.30.130 (high rise residential hotel/motel) or CA Energy Code section 150.1(c) 14 (low-rise residential) O Heat pump water heater meeting NEEA Advanced Water Heating Specification Tier 3 or higher Solar water heating system that is either .60 solar savings fraction or 40 s.f. solar collectors 0 Exception: 0 For systems serving multiple dwelling units, install a central water-heating system with all of the following: Gas or propane water heating system Recirculation system per CIVIC 18.30.150(B) (high-rise residential, hotel/motel) or CIVIC 18.30.170(B) (low- rise residential) O Solar water heating system that is either: .20 solar savings fraction .15 solar savings fraction; plus drain water heat recovery 0 Exception: B. 0 Nonresidential new construction Please refer to Carlsbad Ordinance CIVIC section 18.30.150 when completing this section. 0 Water heating system derives at least 40% of its energy from one of the following (attach documentation): 0 Solar-thermal 0 Photovoltaics 0 Recovered energy Water heating system is (choose one): 0 Heat pump water heater Electric resistance water heater(s) oSolar water heating system with .40 solar savings fraction Exception: Updated 8/15/2019 4 ' City of Carlsbad Climate Action Plan Consistency Checklist See CMC 18.21 .155 and CALGreen Appendix A5, Division A5.2 - Energy Efficiency. A5.203.1.1 Choose one: 0.1 Outdoor lighting 0.2 Warehouse dock seal doors .3 Restaurant service water heating (comply with California Energy Code section 140.5, as amended) 0 N/A_____________________________ 0.4 Daylight design PAR 0.5 Exhaust air heat recovery A5.203.1.2.1 Choose one as applicable: 0.95 Energy budget 0.90 Energy budget 0 N/A_____________________________ A5.211.1 On-site renewable energy 0 N/A_____________________________ A5.211.3 Green power (if offered by local utility provider, 50% minimum renewable sources) 0 N/A - A5.212.1 Elevators and escalators 0 N/A___________________________ A5.213.1 Steel framing 0 N/A________________________ * Includes hotelslmotels and high-rise residential buildings For alterations ~ $1,000,000 BPV and affecting >75% existing gross floor area, or afterations that add 2,000 square feet of new roof addition: comply with CMC 18.30.130 instead. 2. Photovoltaic Systems F1 Residential new construction (for low-rise residential building permit applications submitted after 111120). Refer to 2019 California Energy Code section 150.1(c)14 for requirements. Notes: 1) High-rise residential buildings are subject to nonresidential photovoltaic requirement (213 below) instead. 2) If project includes, installation of an electric heat pump water heater pursuant to CMC 18.30.150(8) (high-rise residential) or 18.30.170(B) (low-rise residential), increase system size by .3kWdc if PV offset option is selected. Floor Plan ID (use additional sheets if necessary) CFA #d.u. Calculated kWdc* Exception 0 0 0 0 Total System Size: kWdc = (CFAx.572) /1,000 + (1.15 x #d.u.) *Formula calculation where CFA = conditional floor area, #du = number of dwellings per plan type If proposed system size is less than calculated size, please explain. [1 Nonresidential new construction or alterations 41,000,000 BPV and affecting 275% existing floor area, or addition that increases roof area by 22,000 square feet. Please refer to CMC section 18.30.130 when completing this section. Note: This section also applies to high-rise residential and hotellmotel buildings. Choose one of the following methods: 0 Gross Floor Area (GFA) Method GFA: Mm. System Size: kWdc 0 If < 10,000s.f. Enter: 5 kWdc 0 If 2: 10,000s.f. calculate: 15 kWdc x (GFNI0,000) ** **Round building size factor to nearest tenth, and round system size to nearest whole number. 0 Time- Dependent Valuation Method Updated 8/15/2019 City orCrlsbad Climate Action Plan Consistency Checklist 4. Electric Vehicle A Eq Residential New àonstruction and major alterations* Please refer to Carlsbad Ordinance CMC section 18.21 .140 when comoletina this section. One and two-family residential dweDing or townhouse with attached garage: kane EVSE Ready parking space required llException:LOCA1O f'Orec—mAsi cat-45 0 Multi-family residential: 0 Exception: Total Parking Spaces Proposed I 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 *a $60,000 or include an electrical service panel upgrade; (2) for multifamily dwellings (three units or more without attached garages), aerations have a building permit valuation ;-,, $200,000, interior finishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed. B. D Nonresidential new construction (includes hotels/motels) 0 Exception: TotaFParking Spaces Proposed I 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 0-9 1 . I 10-25 2 . .26-50 4 2 51-75 6 3 76-100 9 5 101-150 12 . 6 151-200 17 . 9 201 and over . 10 percent of total 50 percent of Required EV Spaces Updated 8/15/2019 . . 5 City of Carlsbad Climate Action Plan Consistency Checklist 5. 0 Transportation Demand Management (1DM): Nonresidential ONLY An appràved Transportation Demand Management (TOM) Plan is required for all nonresidential projects that meet a threshold of employee-generated ADT. City staff will use the table below based on your submitted plans to determine whether or nor your permit requires a TOM plan. If TOM is applicable to your permit, staff will contact the applicant to develop a site-specific TOM plan based on the permit details. Employee ADT Estimation for Various Commercial Uses Use first 1,000 s.f 1000 s.f Office (all)2 20 13 Restaurant 11 11 Retail3 . 8 4.5 .!dustri 4 3.5 4 3 Manufacturing 1 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 may be 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 = 8 ADT 9,334 sf- 1,000 sf= 8,334 sf (8,334 sf/1,000 x 4.5) + 8 = 46 Employee ADT Acknowledgment: I acknowledge that the plans submitted may be subject to the City of Casbad's Transportation Demand Management Ordinance. I agree to be contacted should my permit require a TOM plan and understand that an approved TOM plan is a condition of permit issuance. . Applicant Signature: Date: Person other than Applicant lobe contacted for TDM compliance (if applicable): Name (Printed): Phone Number: Email Address: [I Updated 8/15/2019 6