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HomeMy WebLinkAbout1310 BASSWOOD AVE; ; CBR2020-0705; PermitBuilding Permit Finaled Residential Permit Print Date: 07/01/2021 Job Address: (Cityof Carlsbad Permit No: CBRZ0Z0-0705 Status: Closed -Finaled Permit Type: 1310 BASSWOOD AVE, BLDG-Residential 2050522500 $117,533.96 CARLSBAD, CA 92008-1903 Work Class: Second Dwelling Unit Parcel#: Valuation: Occupancy Group: #of Dwelling Units: 1 Track#: Lot#: Project#: Plan#: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check#: Occupant Load: Plan Check#: Code Edition: Sprinkled: Project Title: Description: OGDEN: 773 SF DETACHED ADU W/ 68 SF PATIO COVER Applicant: Property Owner: STEVE RAGAN 143 S CEDROS AVE SOLANA BEACH, CA 92075-1914 (858) 442-3522 OGDEN FAMILY TRUST 09-22-07 1308 BASSWOOD AVE CARLSBAD, CA 92008 FEE BUILDING PERMIT FEE ($2000+) BUILDING PLAN CHECK FEE (BLDG) ELECTRICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION MECHANICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL PLUMBING BLDG RESIDENTIAL NEW/ADDITION/REMODEL SB1473 GREEN BUILDING STATE STANDARDS FEE STRONG MOTION-RESIDENTIAL SWPPP INSPECTION FEE TIER 1-Medium BLDG SWPPP PLAN REVIEW FEE Tl ER 1-MEDIUM Total Fees: $2,009.11 Total Payments To Date: $2,009.11 Applied: Issued: Finaled Close Out: Inspector: Final Inspection: Contractor: 03/31/2020 10/20/2020 CRenf 07/01/2021 COASTLINE CONSTRUCTION AND AWNING INC 5742 RESEARCH DR HUNTINGTON BEACH, CA 92649-1617 (714) 891-9798 Balance Due: AMOUNT $689.90 $482.93 $66.00 $175.00 $92.00 $182.00 $5.00 $15.28 $246.00 $55.00 $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. Building Division Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 I 760-602-2700 I 760-602-8560f I www.carlsbadca.gov t> (. City of Carlsbad RESIDENTIAL BUILDING PERMIT APPLICATION B-1 Plan Check CfA,2020-Ql Est. Value l\41 '-\?,t)- PC Deposit -------- Date •28 ~~ 3-31--20 Job Address ~10 t10'I B111sswood ave. ___ _.SuJte: ____ APN: _205-0S2-2S-0O __ CT/Project #: _________________ lot#: ___ _ Fire Sprinklers: 0 YES 0 NO Air Condltlonlng:0 YESO NO Electrical Panel Upgrade0 YEs@ NO BRIEF DESCRIPTION OF WORK: NEW 773 SQUARE FOOT ACCESSORY DWELLING UNIT v-.y t,i5 't>F 9o.:t\'0 C£1'./'U" Is this to create an Accessory Dwelling Unit? 0 Y O N New Fireplace? 0 Y ® N , if yes how many? __ 0 Remodel: ____ SF of affected area Is the area a conversion or change of use ? 0 Y ON 0 Pool/Spa: ____ SF Additional Gas or Electrical Features? ______________ _ □solar: ___ KW, __ Modules, Mounted:0Roof0Ground, Tilt:O vO N, RMA:OVON, Battery:Ov ON, Panel Upgrade: Ov ON D Reroof: _______________________________ _ D Plumblng/Mechanlcal/Electrlcal Only: _____________________ _ D Other: _______________________________ _ APPUCANT (PRIMARY CONTACT} Name: STEVE RAGAN Address: 143 S CEOROS AVE B203 City: SOLANA BEACH State: CA Zip: 92075 Phone: 858 442 3522 Email: Steve@newmoderndeslgn.com PROPERTY OWNER Name: DIANE OGDEN Address: 1308 BASSWOOD AVE City: CARLSBAD State: CA Zip: _92_o_o_s __ Phone: _________________ _ Email: _________________ _ DESIGN PROFESSIONAL CONTRACTOR BUSINESS Name: ______________ Name: COASTLINE CONSTRUCTION Address: _____________ Address: 12140 CARROLLTON SQUARE City: ______ State:. __ .Zlp: ____ City: SAN DIEGO State: CA Zip: _9_2_1_28 ___ _ Phone: Phone: (858) i'lS-0329 Email: _______________ _ Email: _____________ ='""'" ___ _ State license: 535698 Bus, License: B.LoS i 232 Ob8 Architect State license: _________ _ {Set, 7031.5 Business and Professions Code: Any City or County whkh requires a permit to conitrud, alter, lmprO'III!, 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 provlslon1 of the Contractor's License Law {Chapter SI, commending with Section 7000 of Division 3 of the Business and Professions Code}orthat he/she Is eitempt therefrom, and the basis for the alleged l!Kemptlon. Any lllolation of Section 7031.5 by any applicant for • permit subjects the applicant to a cMl penalty of not more than five hundred dolars ($500}), 163S Faraday Ave Carlsbad, CA 92008 Ph: 760-602·2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov 8-1 Page 1 of2 Rev. 06/18 •·--------- ( OPTION A}: \A(ORKERS'COMPENSATION DECLARATION: I hearby affirm under penalty of perjury 2Qg of the following declarations: Di have and will maintain a certificate ofconSfflt to ulf-insurefor workers' compensation provided by Section 3700of-the Labor Code, for the performilnce of1he work which this permit is Issued. ~ I have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for tti~~Jl.1,11.Pf lb1!.~rk.Jp1_whlch this .e.eiril!tb jssued. My workers' compensation Insurance carrier and policy number are: Insurance CO~ny N;nn•: WhS'l"hKN SU KE'l'Y COMP AN Y Polley No. 65053361 Expiration Date: _Q.5LQ_4..._./2a.,,0..,.2-l __ _ D Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any perSOfl in any manner so as to be come subject to the workers' compensation Laws of CaUfornla. WARNING: Failure to secure workers oompenHtlon covarap II unlawfut and shall subject an employer to crtmlnal penalties and civil fines up to $100,000.00, In addition the to the cost of compenslltlon, damages n provided for In Section 3706 of the Labor Code, Interest and attorney's fees. CONTRACTOR SIGNATURE: ~ fd...iue □AGENT DATE: lO.lS.lO ---------------------- ( OPTION 8 ): OWNER-BUILDER 0EClARAnoN: I hereby affirm that I am exempt from Contractor's Ucense Law for the Joi/owing reason: DI, as owner of the property or my employees with wages as their sole oompensatlon, will do the work and the structure Is not Intended or offered for sale (Sec. 7044. Business end Professions Code: The Contractor's license Law does not apply to an owner of property who bllllds 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, how111Ver, the building or Improvement Is sold within one year of completion, the owner-builder wlH have the burden of proving that he did not budd or Improve for the purpose of sale), DI, as owner of the property, am el!dUslvely c011traetlng with lleensed conttattors to construct the project (Sec, 7044, Business and Professions Code: The Contractor's Lic.ense Law does not apply to an owner of property who builds or Improves thereon, and contracts for suc.h projects with contractor(s) licensed pursuant to the Contractor's license Law). DI am exempt under Section _______ ,Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. QVES Q NO 2, I (have/ have notl signed an application for a bulldlilg permit for the proposed work. 3, I have contracted with the foffowing person (firm) to provide the proposed construction (includename address/ phone/ contractors' license number}: 4. I plan to provide portions of the work, but I hive hired the following person to coordltu1te, supervise and Pfovlde the major work (Include-name/ address/ phone/ contractors' license number): 5, I will provide some of the work, but I have contracted (hlredl th11 following persons to provide the work indicated (include name/ address/ phone/ type of work): OWNER SIGNATURE: □AGENT DATE: ----------------------------- CONSTRUCTION LENDING AGENCV, IF ANY: I hereby affirm that there Is a construction lending agency for the performance of the work thl~ permit Is issued (Sec. 3097 (I) Ovll Code). lender's Name: __________________ Lender'1Address: _________________ _ ONLY COMPLETE THE FOLLOWING SECTION FOR NON::RESID£NTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business pl11t1, acutely hazardous materials registration form or risk 1naQ11gement IK!d prevention program under Sections 25505, 25533 or 25534 of the Pl'esley-Tallfler Harar.dousSubstance Account Act? Yes f No Is the appUc.int or future bull ding occupant required to obtain a permit from the air pollution control district or air quality management dlstrict1 Yes / No k the facility lo be constructed within 1,000 feet of the outer boundary of a school site? Yes / No IF ANV OF THE ANSWERSARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAV NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF TH£ OFFICE OF EMERGENCY SERVICES AND THE AIR 1'01.LUTION CONTROL DISTRICT. APPLICANT CERTIFICATION: I certlfV that I have read the application and state that the •bove information Is correct and that the Information oo the plans Is arxurete. I agree to comply with an City ordinances and State laws relating to bulldlng construction. I hereby aU1horize representative of the City ofCerl5bad 110 enter upon the above mentioned property for inspection purposes. I Al50 AGREE TOSAV£, INDEMNIFV AND KEEP HARMLESS THE CllY OF CMI.SttAO AGAINST ALL UABIUT1£S. JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANV WAY ACCRUE AGAINST SAIO CJlY IN CONSEQUENCE OF THE GRANTING Of THIS PERMIT.OSHA: An OSHA permit is required for excavations owr 5'0' deep and demolltlon or construcllon of structll'es over 3 stories In hellht EXPIRATION: Every permit issued by the Bulkllna Officiah1nder the provisions of this Code shall eicplre by I imitation and become nuhnd void If the buHdlngor worhuthorlzed by such permit Is not commenced within l80~ 11 of such permit or If the building or work authorized by such permit is suspended or abandoned at any~ after the WOl1t is «immencedfor a period of 180 vs (S 1 4.4 Unlfo,m BuHdll'8 Code~ 1635 Faraday Ave carlsbad, CA 92008 8-1 Ph: 760-602-2719 Fax: 760-t;Q2•8558 Page 2 of2 Email: Bujldins@cartsbadca.g9)l Rev. 06118 ·---------------~--···-----··--····. PERMIT INSPECTION HISTORY for (CBR2O2O-O7O5) Permit Type: BLDG-Residential Application Date: 03/31/2020 Owner: TRUST OGDEN FAMILY TRUST Work Class: Second Dwelling Unit Status: Closed -Finaled 09-22-07 Issue Date: 10/20/2020 Subdivision: PARCEL MAP NO 02758 Expiration Date: 08/17/2021 IVR Number: 25627 Address: 1310 BASSWOOD AVE CARLSBAD, CA 92008-1903 Scheduled Date Actual Inspection Type Start Date Inspection No. Inspection Primary Inspector Reinspection Inspection Checklist Item BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolling-Welding (Decks) BLDG-24 Rough-Topaut BLDG-34 Rough Electrical BLDG-44 Rough-Ducts-Dampers COMMENTS 02/18/2021 02/18/2021 BLDG-17 Interior 150859-2021 Lath/Drywall Checklist Item COMMENTS BLDG-Building Deficiency 07/0112021 07/01/2021 BLDG-Final Inspection 160975-2021 Thursday, July 1, 2021 Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final COMMENTS Status Passed Passed ·-~,.,_..._. ___ .... ~--H-1'il,o,c_,,.,_._.......,... ____ . ___ _ Chris Renfro Chris Renfro Passed Yes Yes Yes Yes Yes Passed Yes Passed Yes Yes Yes Yes Yes Complete Complete Page 2 of 2 Building Permit Inspection History Finaled (city of Carlsbad PERMIJ" INSPECJ"ION RIS"l"ORY for (C:BR2020-0705) Permit Type: BLDG-Residential Application Date: 03/31/2020 Owner: TRUST OGDEN FAMILY TRUST 09-22-07 Work Class: Second Dwelling Unit Issue Date: 10/20/2020 Subdivision: PARCEL MAP NO 02758 Status: Closed -Finaled Expiration Date: 08/17/2021 IVR Number: 25627 Address: 1310 BASSWOOD AVE CARLSBAD, CA 92008-1903 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Date Start Date Status 11/13/2020 11/12/2020 BLDG-81 Underground 143717-2020 Passed Chris Renfro Combo(11,12,21,31) Checklist Item BLDG-Building Deficiency BLDG-11 Foundation-Fig-Piers (Rebar) BLDG-12 Steel-Bond Beam BLDG-21 Underground-Underfloor Plumbing BLDG-31 Underground-Conduit Wiring COMMENTS 11/18/2020 11/18/2020 BLDG-11 144060-2020 Passed Tony Alvarado Foundatlon/Ftg/Plers (Rebar) Checklist Item BLDG-Building Deficiency COMMENTS November 18, 2020: 1. Foundation footings reinforcement steel re bar for ADU. located at rear side of property yard scope of work, per architectural and structural engineer plans and detail specifications-approved .. 1212212020 1212212020 BLDG-15 Roof/ReRoof 146795-2020 Failed Chris Renfro (Patio) Checklist Item BLDG-Building Deficiency Checklist Item BLDG-Building Deficiency COMMENTS Need to add strapping at ridge line. Call for reinspection COMMENTS FaceTime re-inspection completed on 12/22/2020. Same day corrections completed 02/11/2021 02111/2021 BLDG-84 Rough 150371-2021 Passed Chris Renfro Combo(14,24,34,44) Thursday, July 1, 2021 -----"\'"~ ...... --1•------· .. , .. -. Reinspection Inspection Passed Yes No No Yes Yes Passed Yes Complete Complete Relnspectlon Incomplete Passed No Passed Yes Complete Page 1 of 2 DATE: 10/6/2020 JURISDICTION: Carlsbad PLAN CHECK#.: CBR2020-0705 ✓• EsG1I 4. SAFEbuilt Company SET:IV PROJECT ADDRESS: 1310 Basswood Avenue PROJECT NAME: Ogden ADU □ APPLICANT □ JURIS. ~ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D 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. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D 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. D EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: Mail Telephone (b-d'h ) Fax Werson Telephone#: Email: 0 REMARKS By: Richard Moreno EsGil Enclosures: 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 DATE: 7/8/2020 JURISDICTION: Carlsbad PLAN CHECK#.: CBR2020-0705 ✓• EsG1I A SAFEbu1lt Company SET: II PROJECT ADDRESS: 1310 Basswood Avenue PROJECT NAME: Ogden ADU □ APPLICANT □ JURIS. D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D 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. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. C8J The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. C8J The applicant's copy of the check list has been sent to: Steve Ragan D EsGil staff did not advise the applicant that the plan check has been completed. C8J EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Steve Ragan Telephone#: (858) 442-3522 Date contacted: (by: ) Email: steve@newmoderndesign.com Mail Telephone Fax In Person 0 REMARKS: By: Richard Moreno for I.W. Enclosures: EsGil 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 Carlsbad CBR2020-0705 7/8/2020 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. PLANS 1. The following note should be given with each correction list: 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: 1. 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. 2. 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. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). PLANS 3. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). Signatures on the final sets of plans will be verified before they are approved. 7/8: structural calculations were not provided on resubmittal. CONTINUED Carlsbad CBR2020-0705 7/8/2020 7/8: NO STRUCTURAL RESPONSES OR CALCULATIONS SUBMITTED ON SET II. CALCULATIONS TO BE PROVIDED ON RESUBMITTAL. STRUCTURAL 11. Structural Calculations: A. Please revise the lateral calculations to consider ASCE 7-16 Section 11.4.4. Where Site Class D is selected as the default site class per Section 11.4.3, the value of Fa shall not be less than 1.2, Ref. ASCE 7-16 § 11.4.4 & 2019 CBC 1613.2.3. If the geotechnical engineer has performed the appropriate soil testing and found the site classification to be D-Stiff Soil based on the parameters found in ASCE 7-16 Tbl 20.3-1 (i.e. Average Shear Wave Velocity, Average Field Standard Penetration Resistance, Average Undrained Shear Strength); please provide the testing data. If site class D is being used as a default, please amend the seismic design parameters to use an Fa value of 1.2. Note: Per ATC Hazards by Location tool SDS=0.839 when using D-Default. Please amend the lateral calculations and plans as required. B. Provide structural calculations for the interior headers at the pocket doors. C. At the lateral calculations, clarify how the square footage for the exterior wall weight was determined. Amend the design as required. 12. Please provide the stamp and signature of the specialty engineer responsible for the solar panel anchorage design and details on all sheets containing structural solar information (i.e. PV-4.0). 13. Roof Framing Plan: A. Clearly show where each kicker lands along the interior bearing wall with pocket door headers -see structural calculations comment B. B. Please provide diaphragm opening/skylight framing details. Provide straps at the edges per ASCE 7-16 § 12.10.1. C. Specify interior header requirements at the pocket doors. 14. Sheet SN1: A. Revise timber note 3 to reference the appropriate code and section (2019 CBC). B. Revise timber note 10 to reference the appropriate sections in the 2019 CBC. Note: sections referenced in the plans do not exist. C. Revise timber note 17 to reference the appropriate sections in the 2019 CBC. Note: sections referenced in the plans do not exist. ,. DATE: 5/15/2020 JURISDICTION: Carlsbad PLAN CHECK#.: CBR2020-0705 ✓• EsG1I A SAl'Ebuilt Company SET: I PROJECT ADDRESS: 1310 Basswood Avenue PROJECT NAME: Ogden ADU □ APPLICANT □ JURIS. D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D 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. D 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. D 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: Steve Ragan D 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: Steve Ragan Telephone#: (858) 442-3522 Date contacted: (by: ) Email: steve@newmoderndesign.com Mail Telephone 0 REMARKS: By: InterWest EsGil Fax In Person Enclosures: 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 Carls~d CBR2020-0705 5/15/2020 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK#.: CBR2020-0705 JURISDICTION: Carlsbad PROJECT ADDRESS: 1310 Basswood Avenue FLOOR AREA: ADU 773 sq-ft REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 5/15/2020 FOREWORD (PLEASE READ): STORIES: 1 HEIGHT: 12-ft C.R.C. DATE PLANS RECEIVED BY ESGIL CORPORATION: . PLAN REVIEWER: InterWest 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 2019 edition of the California Code of Regulations (Title 24), which adopts the following model codes: 2018 IRC, 2018 IBC, 2018 UPC, 2018 UMC and 2017 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 2018 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 CBR2020-0705 5/15/2020 PLANS 1 . The following note should be given with each correction list: 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: 1. 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. 2. 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. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). PLANS 1. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). Signatures on the final sets of plans will be verified before they are approved. 2. On sheet A-1.0: A. Please indicate if main residence has fire-sprinklers on the building information section on the cover sheet of the plans. If so, ADU also requires fire sprinklers. Note that if sprinklers are required, a deferred permit application shall be submitted for sprinklers. B. Indicate building type of construction (usually VB). C. Indicate occupancy group of ADU (R3) D. List the building codes applicable to this project including, but not limited to: 2019 California Residential Code, 2019 California Building Code, 2019 California Mechanical Code, 2019 California Plumbing Code, 2019 California Electrical Code, 2019 California Green Building Standards Code, and 2019 California Energy Code Carlsbad CBR2020-0705 5/15/2020 E. Indicate the PV system shall be under a separate permit. F. Indicate building height. 3. The plans show the proposed ADU at 4' from the side and rear property line. Per Table R302.1(1) these walls are required to have a rated wall design which is 1 hour-tested in accordance with ASTM El19, or UL 263 with exposure from both sides. Please revise the plans to include a listed, rated assembly detail for these walls which meets that criteria. Please include the listing agency, listing number and all necessary materials, fasteners and directions for the construction of the rated assembly. R302.1 4. Eave projections located between 2 feet and 5 feet are required to have 1-hour fire resistive construction on the underside or show fire-blocking will be installed from the wall top plate to the underside of the roof sheathing. No eave vents. Please revise the plans to indicate how the eaves will comply. Table R302.1 (1) 5. Please revise the plans to show all attic vent locations and provide ventilation calculations. Enclosed attics and enclosed rafter spaces shall be cross ventilated. Total net free attic ventilation needs to be at least 1/150 of the attic area and shall have cross ventilation for each separate space. The area of ventilation may be reduced to 1/300 provided at least 40% and no more than 50% of the required ventilating area is provided by ventilators located in the upper portion of the attic or rafter space. Upper ventilators shall be located no more than 3' below the ridge. R806.2 and R806.3 MECHANICAL 6. Please revise the plans to show the location of the mini-split HVAC system as modeled in the energy calculations. R106 ELECTRICAL 7. On sheet E-1.0: A. Please revise the plan to show a receptacle at the kitchen island. Peninsular or island counters are to be provided with at least one receptacle. Receptacles are to be located 12" below the countertop where the countertop does not extend more than 6" beyond its support base. CEC 210.52(C) B. Please show additional receptacles at the kitchen and living room walls. Receptacles shall be installed so that no point measured horizontally along the floor line in any wall space is more than 6' from a receptacle outlet. Wall spaces greater than 2' in width and unbroken along the floor line by openings or fireplaces shall be provided with a receptacle. These receptacles shall be provided in kitchens, family rooms, dining rooms, living rooms, dens, bedrooms, or similar rooms. CEC 210.52(A) ---------------· ····"'·······•··•--· -·-·· -., .... _ ,., __ _ Carlsbad CBR2020-0705 5/15/2020 . C. Please revise the plans to show at least one GFCI, weatherproof receptacle outlet readily accessible from grade and not more than 6'-6" above grade level shall be installed at the front and back of the dwelling. CEC 210.52 (E)(1 & 2), 210.8, 406.9 D. Please revise the plans to show a 120 V receptacle shall be located within three (3) feet of the new water heater and shall be accessible to the water heater with no obstructions. 150.0(n) E. Please revise the plans to show at least one wall switch-controlled lighting outlet shall be installed to provide illumination on the exterior side of outdoor entrances or exits with grade level access. CEC 210.70 (A)(2) F. Please show lighting controls in bedroom 2. G. Please revise the plans to show a GFCI, weatherproof receptacle at the rear patio. Balconies, decks, and porches that are attached to the dwelling unit and are accessible from inside the dwelling unit shall have at least one receptacle outlet installed. The receptacle shall not be located more than 6'-6" above the balcony, deck, or porch surface. CEC 210.52 (E)(3), 210.8, 406.9 PLUMBING 8. On sheet AN-2, please update notes 30 and 39 to: A Update residential lavatory faucets max flow rate to s; 1.2 gpm @ 60 psi in lieu of 2.2 gpm. CGBSC 4.303.1.4.1 B. Update showerhead and multiple showerheads max flow rate to s 1.8 gpm @ 80 psi in lieu of 2.9 gpm. CGBSC 4.303.1.3 9. Please revise the plans to show the location of the instant water heater as modeled in the energy calculations. ENERGY CONSERVATION 10. On sheet AN-2, several lighting notes are outdated and incorrect. Please omit electrical notes 5, 40, 45, 46, 47. Please revise the plans to note the following 2019 residential lighting requirements per CBEES 150.0(k): A. All installed luminaires shall be high-efficacy in accordance with Table 150.0-A. B. In bathrooms, garages, laundry rooms, and utility rooms, at least one luminaire in each of these spaces shall be controlled by a vacancy sensor. ',_,.......__..., _________ _ Carlsbad CBR2020-0705 5/15/2020 C. Luminaires recessed into ceilings shall meet all the following: Listed for zero clearance insulation, labelled that certifies the luminaire is airtight with a leakage less than 2.0CFM at 75 pascals, sealed with a gasket or caulk, allow replacement and maintenance to be readily accessible from below the ceiling without cutting holes in the ceiling, shall not contain screw base sockets, and shall contain light sources that comply with JAB. D. All outdoor lighting shall be controlled by a manual ON and OFF switch that does not override to ON and one of the following: controlled by photocell and motion sensor, photo control and automatic switch control, astronomical time clock, or energy management control system. CBEES 150(k)3 E. No controls shall bypass a dimmer or vacancy sensor function where that dimmer or vacancy sensor has been installed to comply with 150.0(k). STRUCTURAL 11. Structural Calculations: A. Please revise the lateral calculations to consider ASCE 7-16 Section 11.4.4. Where Site Class D is selected as the default site class per Section 11.4.3, the value of Fa shall not be less than 1.2, Ref. ASCE 7-16 § 11.4.4 & 2019 CBC 1613.2.3. If the geotech nical engineer has performed the appropriate soil testing and found the site classification to be D-Stiff Soil based on the parameters found in ASCE 7-16 Tbl 20.3-1 (i.e. Average Shear Wave Velocity, Average Field Standard Penetration Resistance, Average Undrained Shear Strength); please provide the testing data. If site class D is being used as a default, please amend the seismic design parameters to use an Fa value of 1.2. Note: Per ATC Hazards by Location tool SDS=0.839 when using D-Default. Please amend the lateral calculations and plans as required. B. Provide structural calculations for the interior headers at the pocket doors. C. At the lateral calculations, clarify how the square footage for the exterior wall weight was determined. Amend the design as required. 12. Please provide the stamp and signature of the specialty engineer responsible for the solar panel anchorage design and details on all sheets containing structural solar information (i.e. PV-4.0). 13. Roof Framing Plan: A. Clearly show where each kicker lands along the interior bearing wall with pocket door headers -see structural calculations comment B. ---•-........... ,.. Carlsbad CBR2020-0705 5/15/2020 B. Please provide diaphragm opening/skylight framing details. Provide straps at the edges per ASCE 7-16 § 12.10.1. C. Specify interior header requirements at the pocket doors. 14. Sheet SN1: A. Revise timber note 3 to reference the appropriate code and section (2019 CBC). B. Revise timber note 10 to reference the appropriate sections in the 2019 CBC. Note: sections referenced in the plans do not exist. C. Revise timber note 17 to reference the appropriate sections in the 2019 CBC. Note: sections referenced in the plans do not exist. D. Revise timber note 18 to reference the appropriate table (i.e. 2019 CBC Table 2304.10.1). E. Structural Design Basis, Lateral Design; please revise seismic design parameters to coordinate with Structural Calculations comment A. F. Revise the allowable shear capacities for each shear wall to coordinate with SDPWS Table 4.3A (e.g. type A shear wall capacity is 260 plf). Note: Shear wall capacity along grid line 2 has been exceeded per calculations. Amend as required. 15. All new residential buildings, including additions, require a soils report. An update letter is required if the report is more than 3 years old. If a room addition is less than 500 sq. ft. in area and only one story, then a soils report is not required. The 500 sq. ft. limitation need not include any covered patios, covered decks, etc. The maximum allowable soil bearing value used in any design must be 1500 psf for this exception. Under this condition, Esgil staff should advise the City (upon final transmittal) to place their "soils notice" stamp on the plans. Carlsbad has ruled that a stand-alone accessory dwelling unit, if under 500 square feet, may a/so qualify for this exception.· For the following types of projects, a minimum of one "EVSE (Electric Vehicle Supply Equipment) ready space" shall be installed: • New one-and two-family dwellings • Townhouse style with attached garages • Major residential renovations (defined as renovations/additions having a valuation of $60,000 or more) • Any project with an electrical service upgrade (including upgrades for PV installation) -----·--·~··-> •• _._,.,., ••. , ... '"4-.,,,.~ Carlsbad CBR2020-0705 5/15/2020 The "EVSE ready space" shall have the following: Panel capability, 40A 2 pole breaker, 1" raceway, No. 8 conductors installed to the anticipated charger location. Major exceptions: 1. ADU's without additional parking are exempted. 2. Renovations that do not include an electrical upgrade do not require the panel capability or the 40A breaker. Check with the City for complete information. If CalGreen requires a Waste Management Plan from the City If special inspection is required, the designer shall complete the city's "Special Inspection Agreement" found at the end of this list. MISCELLANEOUS To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. • Have changes been made to the plans not resulting from this correction list? Please indicate: Yes □ No □ The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact lnterWest. Thank you . .. ., ····-·· "··---------------·----.~··-··· Carlsbad CBR2020-0705 5/15/2020 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PREPARED BY: InterWest BUILDING ADDRESS: 1310 Basswood Avenue BUILDING OCCUPANCY: !BUILDING I AREA. I Valuation (Sq.Fl) Muliplier PORTION Living Space 773 cilvesl Patio cover 68 Air Conditioning PLAN CHECK#.: CBR2020-0705 DATE: 5/15/2020 Reg. VALUE ($) Mod. 117,554 Fire Sprtnklers TOTAL VALUE 117,554 ./~ Jurisdiction Code cb By Ordinance 1997 USC Building Permit Fee I ·r.;1 f•I; 1997 UBC Plan Check Fee I 'hi f.l: Type of Review: 0 Repetitive Fee ,. • Repeats -··-I •! .. . . ·-· ---~---' 0 Complete Review □ 01her □ Homy EaGIIFee 0 Structural Only ----IHr.@• Comments: In addition to the above fee, an additional fee of$ $ /hr.) for the CalGreen review. v., .... _____ , ••-•-••-. .. , .. __ .............. ••r• / $448.471 ✓ is due ( hour@ Sheet of PCSD Engineering Corp 3529 Coastview Court Carlsbad, CA 92010 Ph: 760-207-1885 Structural Design Calculations Accessory Dwelling Unit Client Diane Ogden 1308 Basswood Avenue Carlsbad, CA 92008 Project Paul S. Chrj$te!)sb.n~ RCE C57182. exp. 12/31/21 March 10, 2020 PCSD File #: 20-080 (, i' I 11 . , -,.J ~ p,._wl <.!-f..ri.;t""'"" 5,._., !>u.'f<> ~»,inurin~ 0 ~ u.. (j) oo Lt) ONO l(') 0 NN h........ N-■- LD~ 0 0-I l(') ('() 0 0 N N 0 N ~ co 0 Paul Christenson San Diego Engineering 3529 Coastvtew Ct -Carlsbad, CA 92010 Telephone (760) 207-1885 -Email: paul.pcad@gmail.com 1.0 Design Criteria: Ogden Residence 20-080 Code: Timber: 2019 CaUfornla Building Code -ASCE 7-16 Douglas Fir-Larch (DF-L), WWPA or WCLIB 2x Wall Framing: DF-L #2 (unless noted otherwise) 2x Rafters & Joists: DF-L #2 " " Posts & Beams: OF-L #1 " " Glue-Lam Beams: Simple Span: Grade 24F-V4 (DF/DF) Grade 24F-V8 (OF/OF) Cantilevers: Sheathing: Min. APA-Rated Sheathing, Exposure 1, Plywood or OSB (U.N.O.) Engineered Framing Wood I-Joists: T JI 110,210,230,380,580 ICC ESR-1153 1.9E Microllam, 2.0E Parallam ICBO ER-4979 Concrete: Concrete Block: Mortar: Grout: LVL,PSL Compressive Strength @ 28 days per ASTM C39-96: Footings: fc = 2500 psi Grade Beams: f c = 3000 psi Grade N-l per ASTM C90-95, fm = 1500 psi per ASTM E447-92 Type S Mortar Cement per ASTM C270-95, Min. fm = 1800 psi@ 28 days. Coarse Grout w/ 3/8" Max. Aggregate per ASTM C476-91, Min. fm = 2000 psi @ 28 days. Reinforcing Steel: #4 & Larger: #3 & Smaller: ASTM A615-60 (Fy = 60 ksi) ASTM A615-40 (Fy = 40 ksi) Structural Steel: 'W' Shapes: ASTM A992, Fy= 50-65 ksl Plates, Angles, Channels ASTM A36, Fy = 36 ksi Tube Shapes: ASTM A500, Grade B, Fy= 46 ksi Pipe Shapes: ASTM A53, Grade B, Fy=35 ksi Welding Electrodes: Structural Steel: E70-T6 E90 Series Bolts: Soils: References: A615-60 Rebar: Sill ?tate Anchor Botls & Threaded Rods: Steel Moment & Braced Frames: 1500 psf Bearing Pressure _____ ._._ .. _ . ............,. ___ , .... A307 Quality Minimum A325 (Bearing, U.N.O.) JOB $'°,,J"'t;'~-""~ ~J SHEET NO CALCULATED BY CHECK BY SCALE L OF 3529 Coaatview Ct • Carlsbad, CA 92010 Tele hone (780) 207-1885 • Email: paul.pcsd mall.com 2.6 LOAD LIST 2.1 Roof (Vaulted) Roofing 15/32" Sheathing Roof Framing S/8" Gyp. Bd. Insulation and Misc. IDL= ILL= Total Load• 2.2 Roof Cw/ eeiling) Roofmg 15/32" Sheathing Roof Framing Insulation and Misc. 2.3 Celling Ceiling Joists IoL= ILL= Total Load= S/8" Gyp. Bd. Insulation and Misc. Xu= Total Load• 2.4 Walls Exterior Wall 7 /8" Stucco I 5/32" Sheathing 2x4 Studs@ 16" o.c. 5/8" Gypsum Bd. Misc. 5.0 psf 2.0 psf 2.8 psf 2.8 psf 1.4 psf 14.0 psf 20.0 psf 34.0 psf 5.0 psf 2.0 psf 2.8 psf 1.2 P!f 11.0 psf 20.0 psf 31.0 psf 1.3 psf 2.8 psf 1.9 psf 6.0 psf 10.0 psf 16.0 psf 9.0 psf 1.5 psf 1.1 psf 2.8 psf 0.6 psf IS.O psf Interior Wall 1/2" Gyp. Bd. (2 Sides) 2x4 Studs@ 16" o.c. Misc. ---•--•Oll\r•• • w•••, ........,. ... -•---...,.._Im•• --~-.-... ' PSC oA:·"""r~E~3/--10/2~0~ DATE ------- 4.6 psf 1.1 psf 2.3 psf 8.0 psf $',uff;,('~ ~--~ .£~J 3529 Coastvlew Ct-Carlsbad, CA 92010 Telephone 760) 207-1885-Emall: paul.pcsd Z.O LOAD LIST <CONTINl 2.5 Floor Floor Cover Sheathing 2xF.J. SIS" Gyp. Bd. Insulation and Misc. Io1-= I,IL = Total Load• 5.S psf 2.3 psf 3.1 psf 2.8 psf 1.3 psf 15.0 psf 40.0 psf (60.0 psf-Decks) 55.0 psf JOB 20-080 SHEET NO ' OF _ _......_..,...._ __........,,..,.,,..,,,... CALCULATED BY -1!!£_ DATE 3/10/20 CHECK BY DATE __ _ SCALE mall.com WIND PARAMETER§ 2.6Wind Basic Wind Speed = 110 mph Exposure Cat = B Ps = AKzt•l•Ps30 (ASCE 7-10-Elquation 28.6--1) P = 26.6 psf P = 16.0 psf ("0.6 ASD) 2.7 Seismic ~s = 1.134 Sos = (2/3) SMS Sos= 0.756 Cs=~ (R/1) Cs= 0.116 USE: V= 0.116 Wo1, ASD BASE SHEAR VAso V ;.so= 0.083 Wo1, (11.4-3) .. ·----·~--------- /t. = 1.00 (fig. 28.6.1-Ps30= 26.6 psf Kzt= 1.00 (fig. 26.8-1) I= 1.0 USGS APPLICATION S,= 1.049 S1 = 0.381 Fa"' 1.08 Fv= 0.00 R= 6.5 I= 1.00 h,, = 15.00 Occupancy Category: Site Class: 2 D SEISMIC DESIGN CATEGORY (11.4.1 ASCE 7-16) (fig. 28.6-1) (table 11.5-1) T1 =c;• (b.)0·''= 0.152 Ts -Soi/Sos.. 0 k= 1.0 Sqn. 12.S. l Not 01 Ta<0.5 Seismic Design Category: D 3/11/2~20 U.S. Seismic Design Maps • Ogden 1308 Basswood Ave, Carlsbad, CA 92008, USA Latitude, Longitude: 33.1616694, -117.3367884 ~-,\ ·-:~ ~-t ~.: +,~ .·. ~ . .• ···o ·T ~rbor Vi:ioria ft'< .. ' _. 'Residential T ··,.· OSHPD ;~, . ' i iC,arisbad Village O ·%.':.:·•·. Academy Y . ~ ' .q -.. ,. -. :· ,Polka Dot :Whim;y Q Ame.rica~ Glass ft . .... , •/' \ k ·... · &-Mirror Co .. T ''.: \ ... ·.,, ~ .. -~ -...... . •... ,-----~---..... ; __ . 3/11/2020, 10:50:17 AM i ; o .. lgn Code Reference Document ASCE7-16 I !R~C•~~ II l s1te Clau D • Stiff Soll t---•-.. -.......... M .. ,_._,...,_, .......... _ ... _. ,n, ••-•~· ... --~ .,, -~•••• ... ••"·••••-.. • .. ••••-••• •o ••~ ............ --•••••"• .. O ... •-•••----·•• ;Type Value De1crlptJon ! Ss 1.049 MCER ground motlon. (for 0.2 second period) ' : S1 0.381 MCER ground motion. (for 1.0s period) ; SMs 1.133 Slte-modlfted spectral acceleration value l ; SM1 null -See Section 11.4 .8 Site-modified spectral acceleration value I / Sos 0.755 NIJl'llBric ssJ8mJc desJQn value at 0.2 s&COnd SA ; S01 null -See Section 11.4.8 Numeric seismic design value at 1.0 second SA L ··--.• ~· ..... ···---·--· . .. -.... ~ -··-l Type Value , . ---..... -, ···-c,;;;.irtk>~--., __ ........ "'"· -· -... ,.., -... " l SOC null -See Section 11.4.8 Seismic design category l : Fa 1.081 Site amplification factor at 0.2 second l i F v null -See Section 11.4.8 Site amplification factor at 1.0 second \ PGA 0.461 ' i FPGA 1,139 I /PG~ 0.525 !rl 8 ' I SsRT 1.049 [ SsUH 1.17 i ! SsO 1.5 I , S1RT 0.381 l S1UH 0,42 i srn 0.6 ! PGAd 0,542 : CRS 0.896 J l https:1/selsmlcmaps.org MCEG peak ground eccelerallon Site amplification factor at PGA Site modified peak ground acceleration Long-period transition period In seconds Probabilistic risk-targeted ground motion. (0.2 second) Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration Factored determlnfstrc accereratron value. (0.2 second) Probabilistic risk-targeted ground motion, (1.0 second) Factored uniform-hazard (2% probability of exceedance In 50 years) spectral acceleration. Factored deterministic acceleration value. (1.0 second) Factored deterministic acceleration value. (Peak Ground Acceleration) Mapped value of the risk coefficient at short periods . --· -----·--- Map data ©2020 1/3 ~FORTE"mD MEMBER REPORT ADU, (RR·l) Rafters PASSED 1 plece(s) 2 x a Douglas Flr4Larch No. 2 O 16" oc uJ + 0 12 41 Sloped Length: 14' 10 1/8" 13' 6" All locations illre measured from the outside face of left suppo,t (or left cantilever end). All dimensions are horlzontill, Shear (lbs) 1631 1.25 .. 0 Member Lenglt, : 15' 9/16' System : Roof Moment ft-lbs 1700 1.25 1,0 D + 1.0 Lr (All Spans) Member Type : Joist Building Use : Residential fMldi,g Code : llJC 2015 Detlgn Methodology : ASO Member Pitch : ◄/12 Uve Load Dell. (In 0.305 C 7' 1/2" 0,720 1.0 0 + 1,0 Lr All ns) Total load Oeft, (ln) 0.530 @ 7' 112· 0.960 1.0 o + 1.0 Lr (AR Spans • Deftectlor'I cnterll: LL (L/2<IO) and Tl. (L/180). • Top Edge Bracing (Lu): Top <:Ompn!SQOM edge must be braced at 9' 1' o/C bllsed 011 loads 1Pl)lled, unless detailed olhelwlse. • 8ottcm Edge Bracing (Lu): Bottom aimpression edge must be braced et 1'1' 10' o/c based 011 loads applied, unless detailed otheiwise, • A 15'11, ~ In the moment capacity h&s been added to account for~ member US1ge. • Appllcable calculatlons are based on NOS. ~-.nu; that lhe sizing« 115 proood:Swll lJe In KCOldlnal! wltll ~ product dMlg!, c1'ltlenl and publslied de5ign Yllues. w.,,,.,-,. e,q,N!Slly dl&daln1s any othel' MITlll1t1es r'llated to the S<lft>Nare. Used this software ts not Intended to drcumv.nt the need for I design protesslonll as d-.ntned by the authol1ty havi"9 JunsdlctlOn. The designer d record, builder or fram• Is responstble to assure that thl9 caleulatlon Is compatible with tile overall project. AccessorleS (Rim Board, Bloddng Panels and Squash Blocks) are not deslone(I by tl1ls software. Products manufactured et Weyerf,__. fadlltlet are third-party certll1ed to sualnlble fctestrv slllndards. Weyerhaeuser fnglne<!red lumber Products have been evaluated by ICC-ES under evah.1ation reporta ESR-1153 end ESR-1387 ar,d/or tested In ecc.ordanc• wtth applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product Kterature and lnstallatlon delallls re/er to --~,a,m/woodproducts/documel1t•llbnlry. The p(oduct appllcatlon, lnpUt design toads, dimensions and support lnformatlon haw been pnMded by FclteWEB Sonware Operator l'arteWU ~ ()perator JaltNotM Paul Christenson PCSD Engineering (760) 207-1885 A paul.padOQmall,CQlll 3/11/2020 5:56:23 PM UTC ForteWEB v2,3, Engine: VB.0.0.21, Data: V7.3.2.0 FIie Name: Ogden Pagel/ 1 f:IJFORTE~mD + 0 MEMBER REPORT ADU, (RB·l) Hdr Bm 1 plece(s) 4 x 6 Douglu Fir-Larch No. 2 Overall length: 6' 7" All locations are measured from the out:skle face of lf!!lt support (or lelt cantilever end). All dimensions are horizontal. 967 C, 2" Passed (13%) 746@ 9" Passed (26%) 1.25 1434 @ 3' 3 1/2" 2151 Passed (67%) 1.25 PASSED rl + 0 system : Roof 0.073 0 3' 3 1/2" 0.313 Passed l/999+) 1.0 D + 1.0 Lr All ns Member T'jpe : Drop Beem Mdlng Use ; Resldentlal Bui#dln!/ Code : IBC 2015 Design Methodology : ASD Membel' Pltdl ; 0/12 0.130 Cl 3' 3 1/T 0.417 Passed (I./S78) 1.0 D + 1.0 Lr (All Spans) • o.n«tlon aitarta: LL (1/240) and TL (IJ180). • Top Edge Bracing (LU): Top compression edge must be brxed at 6' ?' o/c based on loilds applied, unless detailed otherwise. • Bott:om Edge llnldng (Lu): Bottom compression edge must be braced at 6' r o/c based on loads applied, unless detailed otherwise. • Appilcable calculatlons are based on NOS. wevem-_.,.nts that Ille .ming di 11s prodUCls v,11111e In accor$nce W1ttl wevemaeuser product desl9n crrte,1t and l)ltJISlled deslQn values. 'W~ ~ dlsdalm1 any Clther warnn!les rdelled to 1t,e soltwere, USe r;,t 1tllt ~ Is not intended !O tln;umvent lhe need for a design prolaslonal as determined by the authority having Jurisdiction, The designer r;,t record, bl.ilder or fnlmer Is f1!IPO'lllble to 11sure that this calculation Is compatible with the overall projea. Aues&orles (Rim Board, lllodclng Panels and SqUIISh 81ocks) are not desl9ned bv this sottware. Products manufld!Jred at Weyert,aeuser tadlltles are thlrd1)1rty certified to JUStalnable forest,y sblrdards. Weyer~ Engineered Lumber Products have been evaluated by ICC•ES under evaluation reports ESll-1153 and ESR-1387 r,r,d/or lmted In 110t'OrdatK:e with appllcable ASTM star1dards. For cu,rent ~ MklatJon reports, Weyemaeuser product lterahJre and lnstall1tlon dmll5 reflr to www.weyerhaal9er.corn/W00dproducl!l,ldocurnent..Jttnry. The product appliutlon, Input design loads, dlmenslonS and support Information haw been provided by FcrteWE8 Sollwllre Operator PortaWU aaftware 0pen,tor .Jol,Nataa Paul Olllstenson PCSO Englnetrtng (760) 207-1885 A peul.pad{llgmllll.aim 3/12/2020 9:08:46 PM UTC ForteWEB v2.3, Engine: VB.0.0.21, Data: V7.3.2.0 Ale Name: Ogden Page 1 / 1 + 0 MEMBER REPORT ADU, (RB-2) Hdr Bm 1 plece(I) 4 x 6 Douglas Fir-larch No. 2 PASSED 6/ + 0 All locations are measured from the outside race of left support (or lett cantilever end). All dimensions are horizontal. ·,-,; ' lbs) 1411 (!I 2" 1063 C 9" 1917@ 3' 112• 0,086 0 3' 1/2" 0.147 !DI 3' 1/X' • Dellectloo a1teria: LL (LJ240) and Tl (lJlBO). 1.0 D + 1.0 Lr All ns 1.25 1.0 0 + 1.0 Lr (All Spans} 2151 1.25 1.0 0 + 1.0 Lr (All Spans) 0.287 1.0 D + 1.0 Lr (All ns) 0.383 1.0 D + 1.0 lr All ns) System : Roof Member Type : Drop ee.,,, Building Use : Re51dentlaf fJu/ld/ng Code : lee 2015 Design MethodolOgy : ASD Member P!tth : 0/12 • Top Edge Bradng (Lu): Top compression edge lfflJ5I be braced at 6' 1 • o/c based on loads applied, unless detaUed otherwise. • Bottom Edge Bnldng (lu): Bottom compression edge mim be breced 1t 6' 1' o/t based on loads alll)lied, unless detailed otherwise. • Appllclble ailcollllons are based oo NOS, 0to6'1"C~ ·,,:~·l, ~~~·1 ~. -~-~'fjl ~"(.- ~ wwrants 1tllt !he SIZlng r111:s l)l'O(bb wffl be In accordance ..«ti Weve,t,aeuser product design a1tw and publshed design values. WeyerhNuser apmsty dlsdalmS any other warranlles related to the soft.ware, Use tlf this 50ftwlln: Is not Intended to circumvent the need for a de5lgn professional as detennlned by the author1ty hiving Jur1sdlction, The designer d record, bullcler or fnlmer Is responslble to ISSIA that this calculltton ts c:ompaUble with the overall project, Acce5&orles (Rim Board, lllocldn9 Panels and Squash Blodcs) are n« designed by INs software. Products manufactured at Weyemaeuser flldltles .,. third-party cerUlled to susllllnable forestl'y standllrds. Weyerhaeuser Engineered Lumber ProductS have been evaluated by ICvES under evaluation l'll!)OrtS ESR-1153 and ESR· 1387 and/or tested In accordance with appllclbie ASTM standards. For current oode evaluation reports, Weyerhae1Jser p,oduct lterature and lnsblllatton details rffl!I' to www.~.com/woodproduds/doaJment-Nbrary. The product appllcaljoo, Input design loads, dlmenslon5 and •upport loformatlon have been provided by ForteWEB Soltware Operator l'ot18WU laftwara 0perlltor lobNot. Paul Christenson PCSO Englneering (760) 207-1885 A pnu,padOgmell.rom 3/12/2020 9:10:37 PM UTC ForteWEB v2.3, Engine: ve.0.0.21, Data: V7.3.2.0 FIie Name: Ogden Pagel/1 JOB 20-080 1 OF --,._..,---...f!Q._DATE 3110/20 ?..l'f:~ ~_, ~ £.P"""'°'J SHEET NO CALCULATED BY CHECK BY SCALE ____ DATE __ _ 3529 Coastvlew Ct • Carlsbad, CA 9201 0 Te hone 60 207-1885-EmaH: ul. man.com S.O Lateral Design & Analysis Wind: p == A Kzt I p830 (ASCE7-Bq,wmn2U-I) >.= 1.00 (ftg.:2U,l) {Flfllll.11-1} {fi1. 28,(;. JI (!able 11.S-l) Seismic: V = C,WDL S,= 1.049 (CBC Eqalli111 12.8-1) s. = 0.381 Fv= 0.0 I= 1.00 Kzt= 1.0 F.= 1.1 PS30=-26.6 psf R= 6.SO I= 1.0 V = 0.083 • Wt • p (p -Redundancy) P= 16.0 psf Criteria Eael'I Story Re11sta > 35% a.a Shear: Wind Loads Any Shear Wall w/ (h/1)>1.0 is < 33% Story Force: P = 16.0 psf x Tn'b Area RoofLevcJ Direction: N/S = 16.0 psf X -----207 sq. ft.= 3304 lbs. 285 sq. ft.= 4S49 lbs. Direction: E/W = 16.0 psf X ----- Roof Weight RoofWt. = Exterior Wall Wt = Interior Wall Wt = Ceiling Wt = 11.0 psf x 1008 sq. ft.= 11088 lbs. 15.0 psf x 40 sq. ft.= 600 lbs. 8.0 psf x o sq. ft. = O lbs. 3.0 psf x 840 sq. ft. = 2s20 lbs. ____ _,;,__ Total Trib. Wa. = 14208 lbs. Total Seismic Dead Load: Wt = 14208 lbs. ASD Base Shear: V = 0.083 • Wt = 1180 lbs. p= 1st Stoff 2nd story not satisfied not satisfied #REF! satisfied 1 l ?,,,J"(;,rn'.de#IO# ~IN ~o EnfatltlrUIJ 3529 Coastview Ct-Carlsbad, CA 92010 JOB 20-080 OF PSC DATE 3/10/20 SHEET NO CALCULATED BY CHECK BY SCALE ____ DATE __ _ Telephone (760) 207-1885-Email: paul.pcsd@gmail.com S.1 Lateral Design & Analysis -1st Story Shear Walls N IS E /W Gridline Length of Shearwalls Total Wall Ht. Type Gridline Length of Shearwalls Total Wall Ht. Type l 9 9.0 9 A A 12 12 9 A 2 5 5.0 9 A B 11 10.5 9 A 0.0 0 0 0.0 .0 0 0.0 0 0.0 F E 0 #DI /0! 0.0 F SE 0 #D /01 0.0 FAL E 0 #D /0! 0.0 FA SE 0 #D /0! 0.0 FA E 0 # /0! r?.Jr:r~ .r .. ~ &..,._,.J 3529 Coastview Ct -Carl8bad, CA 92010 T one (760) 207-1885 -Email: paul.pcsd ail.com 5.1 Lateral Dpign & ;'\91lysis (cont.) Gridline CD so o/o ( 3.304 X o.so = 1652 #) 1652 lbs. V = 9 ft. = 184 plf OTF = 1560 lbs. Gridline G) 50 o/o ( 3304 X 0.50 = 1652 #) 1652 lbs V = 5 ft. = 27S plf OTF ... 2340 lbs. _______________ ,. ____ .,_.... ... ---·· ....... ----,--------·--- JOB 20-080 SHEET NO !I OF CALCULATED BY ~ OA:TE--3/-10/2_0_ CHECK BY SCALE DATE ------- B 'HDU2 11 HDU2 ?,JT;~,, .,,,, ~ JOB 20-080 SHEET NO U2 OF £ptltHUJ CALCULATED BY PSC DATE 3110120 CHECK BY DATE 3529 Coastview Ct-Carlsbad, CA 92010 SCALE Telephone (780) 201-1885-Email: paul.pcsd mail.com 5.1 Lateral Desi,gn & Analysis (cont.) Oridline ~ 50 % ( 4549 X 0.50 2274 #) 2274 lbs. & V = 12 ft. 190 plf OTF -1706 lbs. HDU2 Gridline G:l 50 % ( 4549 X o.so -2274 #) 2274 lbs. ~ V == 10.5 ft. 217 plf OTF .,, 1949 lbs. HDU2 JOB 20-080 ,,.,,,/r;.,r~,, .,..,, ~ £,,.F',,,_J SHEET NO ll OF It CALCULATED_B_Y,..__P_SC_DATE 3/10/20 3529 Coastview Ct -Carlsbad, CA 92010 Telephone (760) 207-1885-Email: aul. sd 6.0 FOUNDATION DESIGN 6, l CONTINUOUS FOOTING CHECK BY DATE SCALE w = 1125 plf ASBP = 1500 psf width= 1125 plf = 0.75 ft (MIN.) ""> 9 INCHES (MIN.) Tsoo psf USE 12 " WIDE CONTIN. FTG W/ I -# 4 TOP AND BOTTOM & EMBED. 12 "INTO UNDISTURBED SOIL (MIN.) 6.2 MAX POINT LOAD ON FOOTING 6,3 PAD DESIGN PI / ' 2(0♦) I I 18 "SQUARE x 12 "THK W/ 3 -# 4 EACH WAY Pa11 = 1500 • _£ • ~ 12 12 Pa11"" 4500 lbs P-= ISOO "' 2 2 Pm.,.= 337S lbs --- Dianne Ogden 1308 Basswood Avenue Carlsbad, California 92008 EAST COUNTY SOIL CONSULTATlON AND ENGINEERING, INC. 10925 HARTLEY ROAD, SUJTE "I" SANTEE, CALIFORNIA 92071 TEL. 619-258-7901 SEP 2 8 2020 September 19, 2020 Project No. 20-1106F5 Subject: Geotechnical lnvestigation for Proposed Accessory Dwelling Unit (Ogden Residence) 1308 Basswood Avenue Carlsbad, California 92008 Dear Ms. Ogden: ln accordance with your request, we have performed a geotechnical investigation at the subject site to evaluate the geotechnical site conditions and provide recommendations for design and construction of the proposed accessory dwelling unit. SCOPE OF SERVICES The following scope of work was performed for this investigation: 0 Site reconnaissance and review of published geologic and geotechnical reports and maps pertinent to the project area. 0 Subsurface exploration consisting of drilling two test borings within the limits of the proposed building area. The test borings were logged by our project supervisor. 0 Collection of representative soil samples at selected depths. The obtained samples were placed in sealed containers and transported to the soil testing laboratory for subsequent analysis. 0 Laboratory testing of samples representative of the types of soils encountered during the field investigation. 0 Geotechnical analysis of the field and laboratory data, which provided the basis for our conclusions and reconm1endations. 0 Production of this repo11, which summarizes the results of the above analysis and presents our findings and recommendations for the proposed construction. .. " Gcotcchnical lnwstigation for Proposed Acccssor~-Dwcllin~ Unit 1308 Ba.'iswood A venue Carlsbad. California 92008 Paic:2 Se1,tcmbcr 19, 2020 Pn>jcct No. 20-11o<;f5 ----~---------~-·---------~------------------------- SITE DESCRIPTION AND PROPOSED CONSTRUCTION The site location is shown on the attached Vicinity Map, Figure 1. The site is an irregular-shaped, residential lot located on the north side of Basswood Avenue in the City of Carlsbad, California. The property is presently partially occupied by a one-story, single-family residence. The building pad is relatively level and the remainder of the lot slopes down gently to the southwest. Vegetation consists of grass, shrubs and a fow trees. The parcel is bordered by Basswood Avenue to the south and similar homes to the north, west and east. The preliminary plans prepared by New Modern Design show that the proposed construction will consist of a one-story accessory dwelling unit located near the northeast comer of the lot. The new ADU will be a wood framed structure founded on continuous and/or individual spread footings and will have a slab-on-grade floor. SUBSURFACE EXPLORATION AND LABORATORY TESTING The subsurface exploration consisted of driHing two test borings to a maximum depth of 6 feet with a hand auger. The borings were drilled on September 9, 2020. The approximate locations of the test borings are shown on Figure 2. Logs of the test borings are shown on Figure 3. Following the subsurface exploration, laboratory testing was pertormed to evaluate the pertinent engineering properties of the foundation materials. The laboratory tests consisted of in place moisture content and dry density tests and an expansion index test. The tests were performed in accordance with ASTM standards. The test results are shown on the logs of the test borings, Figure J and on Figure 4, Results of Laboratory Tests. SUBSURFACE SOIL CONDITIONS The subsurface soil descriptions are interpreted from conditions encountered during the subsurtace exploration and/or inferred from the geologic literature. Detailed descriptions of the subsurface materials are presented on the logs of the test borings, Fibrure 3. The following are general descriptions of the encountered soils: Iopsoil. Topsoil \Vas encountered to a depth of 1.5 feet in Boring B-l and 2 feet in 8-2 and consisted of dark brown, dry to moist, loose and porous. silty sand with some small roots. Terrace Deposits: Terrace deposits w·ere encountered beneath the topsoil at depths of I. 5 to 2 feet to the maximum depth explored of 6 feet. The terrace deposits consisted of reddish brown, moist, medium dense to dense, silty sand. EAST COUNTY SOIL CONSULTATION AND F.NGINEEKING, INC. ---· ... -------•--·· .. ----.-.---.---...... -.. ---.. -~ Geotcchnical lnwstigation for Proposed AccessoQ Dwdling Unit 1308 Basswood A,cnuc Carlsbad, California 92008 Page J September 19, 2020 Project No. 211-llll<>FS ---------------··· ----------------------- SOIL PROPERTIES a Compressible Soils Loose, compressible topsoil was encountered to a depth of approximately 1.5 to 2 feet within the area of the proposed construction. Footings for the proposed ADU should be extended through the topsoil into the underlying, medium dense to dense terrace deposits. b. Expansive Soils An expansion index test was performed on a representative sample of the terrace deposits. The results of the test are shown on Figure 4. An expansion index of O was obtained which indicates the terrace deposits are non-expansive. GROUNDWATER No groundwater was encountered to the depths of the test borings. GEOLOGY From geologic maps published by the State of California. the site is underlain by sedimentary terrace deposits There are no known geologic hazards such as landslides. liquefaction-prone areas, or eanhquake faults at the site. However, the proposed ADU is subject to ground shaking and possible damage from earthquakes on nearby, or more distant, active faults. SEISMIC DESIGN VALUES Seismic design values are presented on the attached Figure 5. CONCLUSIONS AND RECOMMENDATIONS Construction of the proposed one-story ADU is feasible from a geoteclmical standpoint provided the recommendations presented in this report are properly implemented during construction RECOMMENDATIONS SITE GRADING a Site Clearing The area of the proposed construction should be cleared of vegetation and other unsuitable materials, which should be properly disposed of oft:site. The area should be thoroughly EAST COllNTY SOIL CONSULTATION AND ENGINEERING, INC. Gcofl'chnical fm·cstigation for Pro11osed Acccssor~ Dwelling Unit 1308 Bass,rnod An•nue Carlsbad. California 92008 -------------~--------------~------------------------------------------... Pa~e _. Sc1>tcmbcr 19, 2020 Pro,jcct No. 20-110<,FS inspected for buried objects that need to be rerouted or removed prior to construction. All holes, trenches, or loose soil pockets left by the removal of these objects should be properly backfilled with compacted fill materials. b. Removal and Recompaction of Loose Surface Soils Beneath Floor Slabs Beneath floor slabs, the existing, loose topsoil should be removed and recompacted down to medium dense to dense terrace deposits, a depth of approximately l. 5 to 2 feet. Removal depths should be confirmed by our field representative c. Compaction and Method of Filling All fill and trench backfill should be compacted to a mm1mum relative compaction of 90 percent as determined by ASTM D 1557. Fill should be placed at a moisture content slightly above optimum moisture content, in lifts 6 to 8 inches thick, \Vith each lift compacted by mechanical means. All grading, fill placement, and compaction should be performed in accordance \Vith the grading requirements of the City of Carlsbad. Fill placement and compaction should be observed and tested as necessary by our field representative. EROSION CONTROL Due to the sandy nature of the on-site soils, areas of recent grading or exposed ground may be subject to erosion Owing construction, surtace water should be controlled via berms, gravel/ sandbags. silt fences, straw wattles, siltation or bioretention basins, positive surface grades or other method to avoid damage to the finish work or adjoining propenies. All site entrances and exits must have coarse gravel or steel shaker plates to minimize offsite sediment tracking. Best Management Practices (BMPs) must be used to protect storm drains and minimize pollution. The contractor should take measures to prevent erosion of graded areas until such time as pem1anent drainage and erosion control measures have been installed. After complet1on of grading, all excavated surtaces should exhibit positive drainage and eliminate areas where water might pond. TEMPORARY VERTICAL EXCAVATIONS Temporary vertical slopes and excavations should not exceed 5 feet Any slopes and excavations greater than 5 feet in height should be shored or laid back at a I• l (horizontal to vertical) slope ratio. CAL-OSHA guidelines for temporary slopes and trench excavation safety should be implemented during construction. FOUNDATIONS AND FLOOR SLABS • Footings for the proposed one-story ADU should be extended through the upper, loose topsoil and at least 6 inches into the underlying, dense terrace deposits. Anticipated footing depths are EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC. ., ......... ,. ... _ _,..,_ ____ .. ..,. ~-' , .. _,., .. ,.,._~------·-·'"''• Gcotechnical lnwstigation for Pro11oscd AcccssOQ' Dwelling Unit 1308 Basswood Awnuc Carlsbad, California 920118 Page~ September 19, 2020 Project No. 2ll-1106FS ______ ,,, __ ,,,,,----------------------------~ approximately 2 to 2.5 feet below existing grades but may be deeper. Actual footing depths should be determined during construction by our field representative. • Continuous footings should be at least 12 inches wide and reinforced with a minimum of four #4 steel bars; two bars placed near the top of the footings and the other two bars placed near the bottom of the footings Individual footings should be at least 18 inches square and reinforced with a grid of #4 bars spaced 12 inches on centers (each way) and placed on concrete blocks at the bottom of the footing. • An allowable soil bearing value of 2,000 pounds per square foot may be used for the design of continuous and individual spread footings. This value may be increased by one-third for short term wind or seismic loads. Total and differential settlements of 11i inch may be assumed. • Lateral loads may be resisted by an equivalent fluid passive soil pressure of 400 pounds per cubic foot. A coeffkient of friction of 04 may also be used. If passive and friction values are used together. the friction value should he reduced by one-third • Total and differential settlements of '<, inch may be assumed 111 basement and non-basement areas. • All footing excavations should be inspected and approved by our field representative Footing excavations should be properly cleaned prior to inspection. • Floor slabs should be at least 5 inches thick and reinforced with #4 bars placed at 18 inches on centers in two directions in the middle of the slab. The reinforcing steel should be supported on steel chairs or concrete blocks. Floor slabs should be underlain by 2 inches of clean sand over a I 0-mil visqueen moisture barrier over 2 inches of clean sand. To minimize the potential for shrinkage cracks. concrete should have a minimum 28-day compressive strength of 3,000 psi and maximum water-cement ratio of 0.5. No special inspection of concrete is required. Some shrinkage cracks are still possible. DRAINAGE Adequate measures should be undertaken so that drainage water is directed away from foundations, footings. floor slabs and the tops of slopes via rain gutters. downspouts. surface swales and subsurface drains towards the natural drainage for this area. As required in the current California Building Code. a minimum gradient of 2 percent is recommended in hardscape areas adjacent to the structure In earth areas. a minimum gradient of 5 percent away from the structure for a distance of at least IO feet should be provided If this requirement cannot be met due to site limitations, drainage can be done through a swale in accordance with Section I 8044 of the current California Building Code. Earth swales should have a minimum gradient of 2 percent. Drainage should be directed to approved drainage facilities. Proper surface and subsurface drainage will be required to minimize the potential of water seeking the level of the bearing soils under the EAST COUNTY SOIL CONSLJLTATION AND ENGINEERING, INC. Gcotechnical lmestigation for Pro1JOscd Acccssor~ Dwelling l!nit 1308 Basswood A,·cnuc Carlsbad. California 92008 Pa!!;C (, Sc1ltcmbcr 19, 2020 Project No. 20· l 106 F5 foundations, footings and floor slabs, which may otherwise result in undermining and differential settlement of the structure and other improvements. LIMITATIONS OF INVESTIGATION Our investigation was perfonned using the skill and degree of care ordinarily exercised, under similar circumstances, by reputable soils engineers and geologists practicing in this or similar localities. No other warranty, expressed or implied, is made as to the conclusions and professional advice included in this report. This report provides no warranty, either expressed or implied, concerning future building pertom1ance. Future damage from geotechnical or other causes is a possibility. This report is prepared for the sole use of our client and may not be assigned to others without the written consent of the client and ECSC&E, Inc. The samples collected and used for testing, and the observations made, are believed to be representative of site conditions; however, soil and geologic conditions may vary significantly between exploration trenches, boreholes and surtace exposures. As in most major projects. conditions revealed by construction excavations may vary with preliminary findings. If this occurs, the changed conditions must be evaluated by a representative of ECSC&E and designs adjusted as required or alternate designs recommended. This report is issued with the understanding that it is the responsibility of the O\vner, or his/her representative to ensure that the infonnation and recommendations contained herein are brought to the attention of the project architect and engineer Appropriate recommendations should be incorporated into the structural plans. The necessary steps should be taken to see that the contractor and subcontractors carry out such recommendations in the field. The findings of this report are valid as of this present date. However, changes in the conditions of a property can occur with the passage of time, whether they are due to natural processes or the works of man on this or adjacent properties. In addition. changes in applicable or appropriate standards may occur from legislation or the broadening of knowledge. Accordingly, the findings of this report may be invalidated wholly or partially by changes outside of our control. Therefore, this report is su~ject to review and should be updated after a period of two years ADDITIONAL SERVICES The re"iew of plans and specifications, field observations and testing under our direction are integral parts of the recommendations made in this report. lf East County Soil Consultation and Engineering, lnc is not retained for these services, the client agrees to assume our responsibility for any potential claims that may arise during construction. Observation and testing are additional services, which are provided by our finn, and should be budgeted within the cost of development. EAST COiiNTY SOIL CONSULTATION AND ENGINEERING. INC. Gcotcchnical lm·cstigation for Pro1>0sed Accessory DwellinJ.! Unit 1308 Basswood A nnue Ca1·lsbad, California 92008 ~--. .. ,..·--···--·-----···---~ Page 7 Se1>tember l'J, 2020 Pro.ject No. 20-1106F5 This opportunity to be of service is appreciated. If you have any questions, or we can be of further service. please do not hesitate to call or contact us. Respectfully Submitted, Martin R. Owen, PE, GE Geotechnical Engineer Attachments: Figures 1 through 5 -- EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC. Gcotcchnical lme ·tig,ltion for Pro1JOsed Acccssor~ D\\clling nit 1308 Basswood A ,·enuc Carlsbad. California 92008 ... FIGURE 1 VICINITY MAP Page 8 c1Jtembcr 19, 2020 Project o. 20-l 106F5 G OLDE C LSBAO G :m-, s 8 RRIO 9 =~. 1308 Basswood Ave, C~rlsbad, CA 92008 ., EA TCOU TY OIL O ULTATIO D ENGi EERI G, I C. Gcotcchnical ln,·cstigation for Pro1,oscd Acee sor~· Onclling nit 1308 Bassnood ,·cnuc Carlsbad, alifornia 92008 FIGURE 2 LOCA TIO SOFTEST BORINGS LEGE 0 8-2 e APPROXl TE LOC ATIO OFT T BORl EA T OU TV. OIL ,0 LT TIO P.1ge 9 eptcmhcr 19, 2020 Pro_jcct o. 20-1 J06F5 Gcotechnical lnvcstij!ation for Proposed Acccssor) Dwcllinl! Unit 1308 Basswood A \'enue Carlsbad, California 92008 Paj!c HI September 19, 2020 Pro.icct No. 20-1 I06F5 -------·-----·····--------·------------------ DEPTH Surface 15 6.0' FIGURE J LOGS OF TEST BORINGS BORING 8-l SOIL DESCRIPTION TOPSOIL dark brown. moist. loose. porous. silty sand with rootlets TERRACE DEPOSITS reddish brown. moist. medium dense to dense, silty sand bottom of test boring. no caving. no groundwater test boring backfilled 9/9/2020 y M 113 l 7.6 ---------------------... .-------.... ---------------------------------------......... _______ .,. ..... __________________________ _ DEPTH Su1facc 2.0' 5.0' BORING B-2 SOIL DESCRIPTION TOPSOIL dark bro,\n. moist, loose. porous. silty sand with rootlets TERRACE DEPOSITS reddish brown, moist medium dense to dense. silty sand bottom of test boring, no caving. no ground,\atcr test boring backfilled 9/9/2020 y M X.6 ... ----------------------------·-· --------------------------------------------------------------------------------------- Y c:=. DRY DENSITY IN PCF M =°' MOISTURE CONTENT IN °1;, EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC. Gcotcchnical Investigation for Proposed Acccssor~ Dwelling Unit 1308 Basswood A\.'Cnuc Carlsbad, California 92008 FIGURE 4 LABORATORY TEST RESULTS EXPANSION INDEX TEST Page 11 Scptrmhcr 19, 2020 Project No. 20-1 JO<,F5 ~-----r--~A_S_T_M_.~D4829~) __ ATION MOISTLRE MOISTURE ! DRY INDEX EXPANSION 1 POTENTIAL EJ-ST---INITIAL SATURATE.D ! INITIAL 1-EXPANSION I CONTENT CONTENT(%) ! DENSITY l 1 i I C%) ! (PCF) i : I -----·--·----+---+-------------+----··-----·---··--·-~------------·--·-·-·----1 B-t·d,1.5" ! 9.2 I 17.9 1105 . 0 i NON- 'i _____ · -···--~· ______ ; __ ·---------···--~-, EXPANSIVE _j EAST COUNTY SOIL CONSULTATION AND ENGINEERING. INC. . . Gcotechnical Investigation for Pro11oscd Accessor~ Dwcllin~ Unit 1308 Bas ·wood A ,·couc Page 12 September 19, 2020 Pro_jcct No. 20-1 I06F:i Carlsbad, California 92008 FIGURE 5 SEISMIC DESIGN VALl ES 1308 Basswood Ave, Carlsbad, CA 92008, USA Date Design Code Reference Document Risk Category Sita Class Type Value s, -· 9 s 0.'.!81 . s C .:33 s.' null -See Sect•on -4 :3 S:: 0 75'.i S:: n.ill -See Section 14.8 Type Value soc null -See Section :!.1.4.8 r. ] 08 F, null •St'e Section 11.4.8 Description 9/16/20)0, 7 39:25 AM ll D · Stiff S011 Description ~ ([q ground rnotion. tf r 0.2 st!lcnd per od) MG-ground motion. ( or l.0s period) Site-lOCh ,erl pt>-~tnl accef~rd on val e Site-r odifiecl spe::u:i d':Celerat,on value Numeric s~•ismi design vak,e at 0 .. 1 second SA Numeric st?1srn11: design val 1e dl l I) second SA ~e1sm1c design category <; ·e rnphf caao•1 • -tor a· 0 2 second Site ampliftcation factor at 1.0 second EAST COUNTY SOIL CONSULT A TIO AND E GIN EERI G, I C. C cityof Carlsbad This form must be completed by the aty, the applicant, and the appropriate school districts and returned to the City prior to issuing a building permit. The Qty will not issue any building permit without a completed school fee form. Project# & Name: Permit#: CBR2020-0705 Project Address: 1310 BASSWOOD AVE ------------------- Assessors Par ce I#: 2050522500 Project Applicant: TRUST OGDEN FAMILY TRUST 09-22--07 (Owner Name) Residential Square Feet: New/Additions: ____________ ...;.;.. _____ _ Second Dwelling Unit _77_2 _______ 0""'{1J...,~-2-g ..._2.,..8~~a---- Commercial Square Feet: New/Additions: ------------------- City Certification: City of Carlsbad Building Division Date: 03/31/2020 Certification of Applicant/ONners. 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 Car1sbad CA 92009 Phone: (760) 331-5000 D Encinitas Union School District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 Phone: (760) 944-4300 x1166 D San Dieguito Union H.S. District 684 Requeza Dr. Encinitas, CA 92024 Phone: (760) 753-6491 Ext 5514 (By Appt. Only) D San Marcos Unified Sch. District 255 Pico Ave ste. 100 San Marcos, CA 92069 Phone: (760) 290-2649 Contact Katherine Marcelja (By Appt.only) D Vista Unified School District 1234 Arcadia Drive Vista CA 92083 Phone: (760) 726-2170 x2222 SCHOOL DISTRICT SCHOOL FEE CERTIFICATI ON (To be completed by the sc:hool 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. Signalure of Authorized School Dismct Official:·12o, , B , r -~c, O 4 , --1 ,cl, • ~ _JJ__JJ_ . (_c:_, ~U<'{'\.. \ '-.rv--.L. Title:$ ,J?R '{'-,~(» :::\/\,..is::; Date: (o -FJ!.t -·ol_GJ Name of School District: ~FIED SCHOOL DISTRICT Phone: '7 (p O :3 3 I s d) Community & Economiffffl.§~M>~~~Q.9Building Divi sion 1635 Faraday Avenue I Carlsbad, CA 92008 I 760-602-2719 I 760-602-8558 fax I building@carlsbadca.gov I m s .,, STORM WPJIE.R POLLUTION PREVENTION NOTES I» .. 1. ALL NECESCI\RY EQUIPMENT AND MATERIALS SHALL BE AVAILABLECDN SITE TO FACILITATE RAPID INSTALLATION OF EROSIO~ND SEDIMENT CONTROL BMPs WHEN RAIN IS EMINENe: 2. THE OWNE,CONTRACTOR SHALL RESTORE ALL EROSION CONTROL ~ICES TO WORKING ORDER TO THE SATISFACTION OF THE Cl3' INSPECTOR AFTER EACH RUN-OFF PRODUCING RAINFALL"""' 3. THE OWNE~CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL hS.SURES AS MAY BE REQUIRED BY THE CITY INSPECTOR..QIJE TO INCOMPLETE GRADING OPERATIONS OR UNFORESE!j CIRCUMSTANCES WHICH MAY ARISE. 4. ALL REMO'ifBLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE E~ OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN t::ftOBABILITY FORECAST EXCEEDS FORTY PECENT ( 40%). SIL "O\ND 011-lER DEBRIS SHALL BE REMOVED AFTER EACH RAIN~LL. 5. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE. 6. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. 7. THE CITY INSPECTOR SHALL HAVE THE AUTHORITY TO ALTER THIS PLAN DURING OR BEFORE CONSTRUCTION AS NEEDED TO ENSURE COMPLIANCE WITH CITY STORM WATER QUALITY REGULATIONS. OWNER1S CERTIFICATE: I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO AVOID THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND {2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP lHROUGHOUT lHE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL lHE CONSlRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARLSBAD. Diane Ogden OWNER(S)/OWNER'S AGENT NAME (PRINT) Zk~uU' ~,/eh OWNER(S)/0 R'S AGENT NAME (SIGNATURE) E-29 10.15.20 DATE ------------------·--------------- STORM WATER COMPLIANCE FORM TIER 1 CONSTRUCTION SWPPP E-29 BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Erosion Control Sediment Control BMPs Tracking Non-Stonn Water Waste Management and Materials BMPs Control BMPs Management BMPs Pollution Control BMPs C -C: C: ~ -0 0 C: C: "C :;:; :;;; C'l 0 Q) "O (I) "O (I) C: u u C: .E C'l E C: E C: -0 -:::, :::, .2 ·.:::: 0. 0 0 0 E ... L "C ... ·s Q) ~ "C (I) O'> .... CD -..., ..... C: -0::::.. >, C'l 0, C: (I) I.. C: Q) £ (I) (I) (I) §? ·;;:: O" I.. 0 C: Oc 0. (I) "o.. ·.:::: C: Cl) C: (!) L. w Q) C: 0 Best Management Practice* -Id .E 0 co ... 0 Q) 0 I.. Q) .2: :;::; (I) 3:: {/l '--Q) 0 C: 0 ... 0 Q) ..... (l) 0 -~ C: f-E Q) 0, '6 C: (I) "Cl Cl) ~ --0 ~ (I) :::;; C: Q) C: (BMP) Description ➔ (/J ~ 11,J (/) ·a Q) .!!!. CTI en 0, C: C 0 ::::> Q) -(I) Q) ~ Q) ..... 0 0 ;r: C: .. 0 ~~ "Cl >, a "' C: C 0 O"> > (I) E ~ :::, ci u 0 ro vi·-CTI 0 0 Q) Q) C: 0 o.-:!lo 0 (I) c Q) :g j Q) ::it Clo, C: (I) Ct:: E 0 ..... N Ul u a,~ (I) ..!!:?.E 'o.. .__ X 0 Q) E ~ g! ..... :::, .0 E ~ = Ill =il= .._•-:c •-0, a.. e 01 Q) "O ~c: V I.J... '--Q) :J :i:i f ·--o .,!!?O C: 0 u C: I... 0 .:,,:, "O 0 ...., u -0 ......... _a 0 "> ~ C •-0 V .._ Q) 0 r-C 0 0 +' ·-c.. '6 Cl> (I) 0 Q) u C: 00 0 0, ...., ..c: II) ...., a ....., a ·-C: i ... 0 0 :!::'. ..0 .!:-o .s 0 cO 0~ 0 0 0. 0 oo <I) 0 ... Q) .c ... 0 _.._ ..... C: 3:: a:: Q)_ o...., ...., c.:, WO u'i ti5 U) u i,;:: (.') VJ> (/) (/)Q._ (/)_ (/} O'.'. 0...0 n. >U ::::!E (/) :::;; U) (/)(.) (/) ::it CASQA Designation ➔ " ro m .-r-".l '<I-10 co " co 0 N I') " co ,..... <N l".l '<I-LO ' --' ' I I I I I I I I I I I I I I I I I I I I (.) (.) (..) (.) w w w w Li.I La.J La.J La.J g: g: (/) (/) (/} (/} ~ ~ I I ~ Construction Activity w w w w (/) (/) (/) (/) (n (f) en (/} z z z z X Gradinq/Soil Disturbance X X x Trenchinq/Excavation X X Stockoilino Drill ina /Borina Concrete/Asphalt Sawcutting X Concrete Flatwork y X Pavinq Conduit/Pipe Installation X Stucco/Mortar Work X X Waste Disposal Stoaina/Lav Down Area Eauioment Maintenance and Fuelino Hazardous Substance Use/Storaae Dewoterina Site Access Across Dirt x other (list): X X X X X Instructions: 1. Check the box to the left of all applicable construction activity (first column) expected to occur during construction. 2. Located along the top of the BMP Table is a list of BMP's with it's corresponding California Stormwater Quality Association (CASQA) designation number. Choose one or more BMPs you intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP column. 3. Refer to the CASQA construction handbook for information and details of the chosen BMPs and how to apply them to the project. SHOW THE LOCATIONS OF ALL CHOSEN BMPs ABOVE ON THE PROJECTS SITE PLAN/EROSION CONTROL PLAN. SEE THE REVERSE SIDE OF THIS SHEET FOR A SAMPLE EROSION CONTROL PLAN. PROJECT INFORMATION Site Address: 1308 basswood ave Assessor's Parcel Number: 205-052-25-00 Emergency Contact; Nome: john dale 24 Hour Phone: 619·952.SlOO Construction Threat to Storm Water Quality (Check Box) 0 MEDIUM Ii] LOW (I) ...... (I) 0 ~-C: Cl) (l.l ::::iE 0 (I) 1: 0, oO N C: co :c ::::!E <.O l I X (I) ..... (I) o-~~ (I) E _. Cl) ~ O"> uo C: C: oo O:::::ii co I i X Page 1 of 1 REV 02/16 -----··-- •'I · ~ City of Carlsbad PURPOSE CLIMATE ACTION PLAN CONSISTENCY CHECKLIST 8-50 Development Services Building Division 1635 Faraday Avenue (760) 602-2719 www.carlsbadca.gov 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 I ❖ Decks I ❖ PME (w/o panel upgrade) I ❖ Pool ...111 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. ,; Details on CAP ordinance requirements are available on the city's website. ,; A CAP Building Plan template (form 8-55) 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 application webpage and download the latest form. Appllcatlon Information Project Name/Building PermitNo.: OGDEN ADU BP No.: ~2020-0705 ------------------ Property Address/APN: 205-052-25-00 Applicant Name/Co.: STEVE RAGAN ApplicantAddress: 143 Cedros Ave b203, Solana Beach, CA 92075 Contact Phone: 858-442-3522 Contact Email: Steve@newmoderndesign.com Contact information of person completing this checklist (if different than above): Name: Company name/address: B-50 Contact Phone: Contact Email: Page 1 or 6 Revised 08/19 ·, 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 alterations and additions to existing buildings, attach Building Permit Valuation worksheet. Building Permit Valuation (BPV) from worksheet: $_5_oo_o_o ____ _ Conttructlon Type [l] Residential □ New construction 0 Additions and alterations: [ZJ BPV < $60,000 □ BPV 2: $60,000 □ Electrical service panel upgrade only □ BPV 2: $200,000 D Nonresidential □ New construction □ Alterations: □ BPV 2: $200,000 or additions 2: 1,000 square feet □ BPV 2: $1 ,000,000 □ 2: 2,000 sq. ft. new roof addition Checklist ltllm I Complete Sectlon(1) I Notes: A high-rise residential building is 4 or more stories, including a Low-rise High-rise mixed-use building in which at least 20% of its conditioned floor area is residential use 2A, 3A, 1B, 2B, 4A 3B,4A NIA N/A All residential additions and alterations 1A,4A 4A 1-2 family dwellings and townhouses with attached garages only 'Multi-family dwellings only where interior finishes are removed 1A,4A' 1B, 4A' and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed 1B, 2B, 3B, 4B and 5 1B,5 1B, 2B, 5 Building alterations of 2: 75 % existing gross floor area 2B,5 1 B also applies if BPV 2: $200,000 Check the appropriate boxes, explain al not applicable and exception lema, and provide supporting cak:ulations and documentation 88 nece&881Y. 1. Energy Efficiency Please refer to Cartsbad 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 D Residential addition or alteration i!: $60,000 building permit valuation. See CMC seotion 18.30.190. Year Built Single-family Requirements D Before 1978 Select one: □ Duct sealing □Attic insulation □Cool roof 0 1978 and later Select one: D Lighting package □Water heating Package □ Between 1978 and 1991 □ 1992 and later □ N/A _________ _ □ Exception: Home energy score.: 7 (attach certification) Multi-family Requirements D Attic insulation Select one: D Duct sealing □ Attic insulation □Cool roof Select one: □ Lighting package □ Water heating package B. D Nonresidentiar new construotion or alterations i!: $200,000 building permit valuation, or additions i!: 1,000 square feel □ N/A Updated 8/15/20 19 2 City of Carlsbad Climate Action Plan Consistency Checklist See CMC 18.21.166 and CALGreen Appendix A6, Division A6.2 -Energy Efficiency, AS.203.1.1 Choose one: D .1 Outdoor lighting D .2 Warehouse dock seal doors D .3 Restaurant service water heating (comp~ with Callomia Energy Code section 140.5, as amended) □ N/A _________ _ D .4 Daylight design PAFs D .5 Exhaust air heat recoveiy AS.203.1.2.1 Choose one as applicable: D .95 Energy budget D .00 Energy budget □ NIA AS.211.1** D On-site renewable energy 0 N/A AS.211.3** D Green power (if offered by local utility provider, 50% minimum renewable sources) D N/A AS.212.1 □ Elevators and escalators D NIA AS.213.1 D Steel framing □ N/A • Includes hotels/motels and high-rise residential buildings •• For alterations~ $1 ,000,000 BPV and affecting> 75% existing gross floor area, or alterations that add 2,000 square feet of new roof addition: comply with CMC 18.30.130 instead . 2. Photovoltaic Systems A. 0 Residential new construction (fer low-rise residential building permit applications submitted after 1/1/20). R•f•r to 2019 California Energy Cede section 160.1(0)14 fer requirements. Notes: 1) High-rise residential buildings are subject to nonresidential photovoltaic requirement (2B below) instead, 2) If project includes installation of an electric hut pump water heater pursuant to CMC 18.30.160(B) (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 CFA #d.u. Calculated kWdc* sheets if necessary) pv-1-pv-8 733 1 1.76 Total System Size: kWdc = (CFAx.572) / 1,000 t (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. Exception n/a □ □ □ D kWdc B. D Nonresidential new construction or alterations ?:$1,000,000 BPV and affecting ?:76% existing fleer area, er addition that increases roof area by ?:2,000 square feet. Please refer to CMC section 18.30.130 when completing this section. Note: This section also applies to high-rise residential and hotel/motel buildings. Choose one of the follovving methods: □ Gross Floor Area (GFA) Method GFA: 12) If < 10,000s. f. Enter: 5 kWdc Min. System Size: □ If 2: 10,000s.f. calculate: 15 kWdc x (GFA/10,000) .. kWdc **Round building size factor to nearest tenth, and round system size to nearest whole number. □Time-Dependent Valuation Method Updated 8/15/2019 3 City of Carlsbad Climate Action Plan Consistency Checklist Annual TDV Energy use:.... ______ x .80= Min. system size: _____ kWdc ...... Attach calculation documentation using modeling software approved by the California Energy Commission. 3. Water Heating A. D Residential and hotel/motel new construction Please refer to CMC sections 18.30.160 and 18.30.170 when completing this section. Ill For systems serving individual dwelling units choose one: 12) Heat pump water heater AND Compact hot water distribution AND Drain water heat recovery (low-rise residential only) D Heat pump water heater AND PV system .3 kWdc larger than required in CMC section 18.30.130 (high rlse residential hotel/motel) or CA Energy Code section 150.1(c) 14 (low-rise residential) D Heat pump water heater meeting NEEA Advanced Water Heating Specification Tier 3 or higher D Solar water heating system that is either .60 solar savings fraction or 40 s.f. solar collectors D Exception: D For systems serving multiple dwelling units, install a central water-heating system with all of the following: D Gas or propane water heating system D Recirculation system per CMC 18.30.150(8) (high-rise residential, hotel/motel) or CMC 18.30 .170(8) (low- rise residential) D Solar water heating system that Is either: D .20 solar savings fraction D .15 solar savings fraction , plus drain water heat recovery D Exception: 8. D Nonresidential new construction Please refer to Carlsbad Ordinance CMC section 18.30.160 when completing this section. D Water heating system derives at least 40% of its energy from one of the following (attach documentation): D Solar-thermal D Photovoltalcs D Recovered energy □Water heating system is (choose one): D Heat pump water heater D Electric resistance water heater(s) □Solar water heating system with .40 solar savings fraction D Exception: Updated 8 15/20 19 4 City of Carlsbad Climate Action Plan Consistency Checklist 4. Electric Vehicle Charging A [Z] Residential New construction and major alterations• 8. Please refer to Carlsbad Ordinance CMC section 18.21.140 when com letin this section. One and two-family residential dwelling or townhouse with attached garage: Done EVSE Ready parking space required D Exception : D Multi-family residential· D Exception · Total Parking Spaces EVSE Soaces Proposed Capable I Ready I I I 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.") Installed I Total I *Major alterations are: (1) for one and two-family dwellings and townhouses with attached garages, alterations have a building permtt valuation<! $60,000 or include an electrical service panel upgrade; (2) for multifamily dwellings (three units or more 'Nithout 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. n Nonresidential new construction (includes hotels/motels) D Exception : Total Parking Spaces EVSE Spaces Proposed Capable I Ready I Installed I Total 10 2 I 5 I 1 I 8 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 1 -10-25 2 1 -26.50 4 2 51-75 6 3 □ 76-100 9 5 n 101-150 12 6 n 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 6. 0 Transportation Demand Management (TOM): Nonresidential ONLY An approved Transportation Demand Management (TOM) Plan is required for all nonresidential projects that meet a threshold of employee-generated ADT. City staff will use the table below based on your submitted plans to determine whether 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. Acknowledgment: Office (all)2 20 Restaurant 11 Retai'3 8 Industrial 4 Manufacturing 4 Warehousin 4 1 Unless otherwise noted, rates estimated from !TE Trip Generation Manual, 10th Edition 13 11 4.5 3.5 3 1 2 For all office uses, use SAN DAG rate of 20 ADT/1 ,000 sf to calculate employee ADT 3 Retail uses include shopping center, variety store, supermarket, gyms, pharmacy, etc. Other commercial uses may be subject to special consideration Sample calculations: Office: 20,450 sf 1. 20,450 sf/ 1000 x 20 = 409 Employee ADT Retail: 9,334 sf 1. First 1,000 sf= 8 ADT 2. 9,334 sf -1,000 sf= 8,334 sf 3. 8 334 sf/ 1,000 x 4.5 + 8 = 46 Em lo ee ADT I acknowledge that the plans submitted may be subject to the City of ca~sbad's Transportation Demand Management Ordinance. I agree to be contacted should my permit require a TOM plan an~mderstand that an approved TOM plan is a condition of permit issuance. ApplamtS~nature: ,,{,t;c 9--Date: 3-26-20 '/ Peraon other than Applicant to be ~contacted for TDM compliance (if applicable): Name (Printed): STEVE RAGAN Ph N b 858-442-3522 one um er: ------ Email Address: steve@newmoderndesig n. com Updated 8/ I 5/2019 6