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HomeMy WebLinkAbout1038 LANDS END CT; ; CBR2019-1112; Permit(rrc ity of Carlsbad Residential Permit Print Date: 11/15/2019 Permit No: .CBR2019-1112 1038 Lands End Ct BLDG-Residential 2145312000 $84,772.48 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: Description: Work Class: Addition Status: Closed - Finaled Lot #: Applied: .05/06/2019 Reference #: Issued: 07/15/2019 Construction Type: . Permit Finaled: Bathrooms: Inspector: PBurn Orig. Plan Check #: Final Plan Check #: Inspection: 11/15/2019 1:11:39PP CHRISTIAN: DETACHED 598 SF GUEST HOUSE (NOT AN ADU SHALL NOT HAVE COOKING FACILITIES) Applicant: Owner: KEITH KULBERG TRUST CHRISTIAN SARA LIVING TRUST 137 N Acacia Ave 09-23-07 Solana Beach, CA 92075-1103 1038 Lands End Ct 619-719-8030 CARLSBAD, CA 92011 BUILDING PERMIT FEE ($2000+) $561.05 BUILDING PLAN CHECK FEE (BLDG) $392.74 ELECTRICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL $43.00 GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION $175.00 MECHANICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL . $52.00 • PLUMBING BLDG RESIDENTIAL NEW/ADDITION/REMODEL $80.00 5B1473 GREEN BUILDING STATE STANDARDS FEE $4.00 STRONG MOTION-RESIDENTIAL $11.02 SWPPP INSPECTION FEE TIER 1 - Medium BLDG $246.00 SWPPP PLAN REVIEW FEE TIER 1 - MEDIUM $58.00 Total Fees: $1622.81 Total Payments To Date: $1,622.81 Balance Due: $0.00 Please take NOTICE that approval of your project includes the 'Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul. their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. 1635 Faraday Avenue, Carlsbad, CA 92008-7314 1 760-602-2700 1 760-602-8560 f I www.carlsbadca.gov cep-400k. ity of Carlsbad RESIDENTIAL BUILDING PERMIT APPLICATION B-I Plan Check ZMN I I I (1 cy. Est. Value PC Deposit Date 5/b Z1 9 Job Address 1 6 APN:______________ CT/Project #:_ Lot #: Fire Sprinklers: yes /4) Air Conditioning: yes BRIEF DESCRIPTION OF WORK: Peo Prlq cte gi ç .Ont U9 Addition/New: I 6 Living SF, Deck SF, Patio Garage SF Is this to create an Accessory Dwelling Unit? Yes No New Fireplace? Ye No if yes how many? 0 Remodel: SF of affected area Is the area a conversion or change of use? Yes / No LI Pool/Spa: SF Additional Gas or Electrical Features? Li Solar: KW, ______ Modules, Mounted: Roof! Ground, Tilt: Yes / No, RMA: Yes / No, Battery: Yes / No Panel Upgrade: Yes / No 0 Reroof: o Plumbing/Mechanical/Electrical Only: El Other: APPLICANT (PRIMARY CO PROPERTY Name: J-t' fl63 Name: &AfS54i".' Address: I7 iJ._Ikac_A Address: /-O? LA's £iiI -4 - City: g(JIIlO 1eit1 State: (.4 Zip: ç2a2c City: 6f1 Statez4 Zip: 9zo if Phone: hf'Y7'°/- te'i3) Phone: ______________ Email:XWL4tI&'j , SL (/44btM ajI:cA(4 kg'Ic+,QA cd/' (€b%& 4 (.2V DESIGN PROFESSIONAL -LdName:triis-- Addrpcc: I I '7ft1 CU.- City: 14kPC, tLt Phone:_________ Email: kCFic-4 Architect State License: CONTRACTOR BUSINESS Name: '4ca* tJI4 - 2i€ Address: ) ?7 /l/. A.c4t4 City:~J47 iaCJ'State: Ct Zip: Z-67 ç Phone: _ig Email:______________________________ State License: _¶ Z&-3 I Bus. License:_______ (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he/she is licensed pursuant to the provisions of the Contractor's License Law {Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code} or that he/she is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$5001). 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: BuiIdingccarlsbadca.gov B-I Page 1 of 2 Rev. 06/18 (OPTION A ): WORKERS'COMPENSATION DECLARATION: I hearby affirm under penalty of perjury one of the following declarations: 0 I have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. O I have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the perforipan of the k for wIth this permit is issued. My workers' co 4io insurance carrier and policy number are: Insurance C nan Name: ''4ti. Policy No. T'T'r4O 07) ' -Expiration Date: /11/ ' O Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to be come subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. CONTRACTOR SIGNATURE: ! V DAGENT DATE: (OPTION 13 ): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: O I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). O I am exempt under Section Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. DYes 0 No I (have / have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone / contractors' license number): I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work): OWNER SIGNATURE: DAGENT DATE: CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name: Lender's Address: ONLY COMPLETE THE FOLLOWING SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 Yes 0 No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 Yes 0 No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 Yes 0 No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. APPLICANT CERTIFICATION: I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply witl all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE crry OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINSISAID CITY IN CONSEQUENCE OF THE GRANTING OF TH IS PERMIT.OSHA: An OSHA permit is required for excavations over 5'O' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any tir1e after the work is commenced for a period of 180 days (Section 106.4.4 Uniform Building Code). I APPLICANT SIGNATURE: (L K-6O2-2719 DATE: i2óI'1 1635 Faraday Ave Carlsbad, CA 92008 Ph: 76 Fax: 760-602-8558 Email: BuiIdingcarIsbadca.ov B-I Page 2 of 2 - Rev. 06/18 Permit Type: BLDG-Residential Application Date: 05/06/2019 Owner: TRUST CHRISTIAN SARA J LIVING TRUST 09-23-07 Work Class: Addition Issue Date: 07/15/2019 Subdivision: CARLSBAD TCT#92-01 Status: Closed - Finaled Expiration Date: 04/06/2020 Address: 1038 Lands End Ct Carlsbad, CA 92011-3409 IVR Number: 18865 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspectuon. Complete 0911812019 0911812019 BLDG-13 Shear 104533.2019 Passed Peter Dreibelbls Complete Panels/HD (Ok to wrap) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-84 Rough • 104534-2019 Passed Peter Drelbelbis Complete Combo(14,24,34,44) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-14 Yes Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout Yes BLDG-34 Rough Electrical Yes BLDG-44 Yes Rough-Ducts-Dampers 1010212019 1010212019 BLDG-16 Insulation 106163-2019 BLDG-18 Exterior 106162.2019 Lath/Drywall BLDG-27 Shower 106161-2019 PanlTubs 1010912019 1010912019 BLDG-17 Interior 106974.2019 Lath/Drywall Checklist Item Passed Tony Alvarado Complete Passed Tony Alvarado Complete Passed Tony Alvarado Complete Passed Paul Burnette Complete COMMENTS Passed BLDG-Building Deficiency . . Yes 11/15I2019 1111512019 BLDG-Final 110953-2019 Passed Paul Burnette Complete Inspection . Checklist Item COMMENTS . Passed BLDG-Building Deficiency Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final . Yes BLDG-Electrical Final Yes November 15, 2019 . . Page 2of2 Permit Type: BLDG-Residential Application Date: 0510612019 Owner: TRUST CHRISTIAN SARA J LIVING TRUST 09-23-07 Work Class: Addition . Issue Date: 07/15/2019 Subdivision: CARLSBAD TCT#92-01 Status: Closed - Finaled Expiration Date: 04/06/2020 Address: 1038 Lands End Ct Carlsbad, CA 92011-3409 IVR Number: 18865 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date 07/2512019 07125/2019 BLDG-SW-Pre-Con 098645.2019 . Passed Paul Burnette Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 0713012019 0713012019 BLDG.12 Steel/Bond 099083-2019 Passed Paul Burnette Complete Beam Checklist Item COMMENTS Passed BLDG-Building Deficiency . No 0810512019 08105l2019 BLDG-66 Grout 099667.2019 Passed Paul Burnette . Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency : Yes 0810812019 08I08/2019 BLDG-21 100228.2019 Cancelled Paul Burnette Reinspection Complete • UndergroundlUnderf loor Plumbing • Checklist Item COMMENTS . Passed BLDG-Building Deficiency No 0810912019 08109/2019. BLDG-21 100412-2019 Passed Paul Burnette Complete Underground/Underf loor Plumbing Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes 0811312019 08/1312019 BLDG-Il 100558.2019 . Passed Paul Burnette . Complete FoundationlFtglPier ) s (Rebar) Checklist Item COMMENTS . . Passed BLDG-Building Deficiency Yes 08/16/2019 08I16/2019 BLDG-12 SteellBond 100559.2019 . Passed Paul Burnette . Complete Beam Checklist Item COMMENTS Passed BLDG-Building Deficiency No 0911012019 09I10I2019 BLDG-15 103542.2019 Failed Paul Burnette Reinspection Complete Roof/ReRoof (Patio) Checklist Item COMMENTS Passed BLDG-Building Deficiency • No 0911712019 09/17/2019 BLDG-IS 104363.2019 Passed Peter Dreibetbis Complete Roof/ReRoof (Patio) Checklist Item COMMENTS Passed BLDG-Building Deficiency • . Yes. November 15, 2019 . Page 1 of 2 Carlsbad CBR2019-1112 May 22, 2019 SPECIAL INSPECTION, Deve!pment Services Building Division CITY OF AGREEMENT JUL - 319 1635 Faraday Avenue B-45 CITY OF CARLSBAD 760-60219 CARLSBAD BUILDING DIVISION In accordance with Chapter 17 of the California Building Code the following must be completed when work being performed requires special inspection, structural observation and construction material testing. 'roject/Permit: Lt LLft?- Project Address:_ 4/1) 'C I CA-. 72611 THIS SECTION MUST BE COMPLETED BY THE PROPERTY OWNERIAUTHORIZED AGENT. Please check if you are Owner-Builder CJ. (If you checked as owner-builder you must also complete Section B of this agreement.) Name: (Please printLS .%'' J r Q _ iFult Mailing Address, I O,,3 Land Ed_CLoad '( / 1 Email t-t fl PhoflJ)jL( I am OProperty, Owner UProperty Owner's Agent of Record DArchitect of Record DEngineer of Record State of California Registration Number - Expiration Date:___________________ AGREEMENT: I, the undersigned, declare under penalty of perjury under the laws of the State of California, that I have read, understand, acknowledge and promise to comply with the City of Carlsbad requirements for special inspections, structural observations, construction materials testing and off-site fabrication of building components, as prescribed in the statement of special inspections noted on the approved plans and, as required by the California Building Code. Signature..CL.. _%C1J Date. (o 2-5 - _.)_0 ( CONTRACTOR'S STATEMENT OF RESPONSIBILITY (07 CBC, Ch 17, Section 1706). This section must be completed by the contractor! builder I owner-builder. - ______________ Please check if you are Owner-Builder Cl _ 'gJ4e (Last) Mailing Address: A.0% - "C Phone: State of California Contractor's License Number:l .IJ------- . Expiration Date: I acknowledge and, am aware, of special requirements contained in the statement of special inspections noted on the approved plans; (acknowledge that control will be exercised to obtain conformance with the construction documents approved by the building official; I will have in-place procedures for exercising control within our (the contractor's) organization, for the method and frequency of reporting and the distribution of the reports; and I certify that I will have a qualified person within our (the contractor's) organization to exercise such control, o I will àrovide a final report I letter ia.campliancewith CBC Section1704.1.2 prior to requestingfinal inspection. Signature,.... Date: 8-45 Page 1 of 1 Rev. 08111 Contractor's Company Name Name. (Please print) EsGil A SAFEbui1tCompany DATE: 7/11/2019 JURISDICTION: CARLSBAD PLAN CHECK#.: CBR2019-1112 SET: III PROJECT ADDRESS: 1038 LANDS END COURT PROJECT NAME: NEW GUESTHOUSE FOR CHRISTIAN APPLICANT LJ\J URIS. The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. 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. 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: KEITH EsGil staff did not advise the applicant that the plan check has been completed. El EsGil staff did advise the applicant that the plan check has been completed. Person contacted: KEITH Telephone #: 619 719 8030 Date contacted: (by:') Email: Mail Telephone Fax In Person REMARKS: Sheet S4.0 was slip sheeted in the office. We included the same Sheet S4.0 for your use. By: Bert Domingo Enclosures: EsGil -qo1 LO iW)Ov-1 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil A SAFEbuiItCompany DATE: 7/5/2019 JURISDICTION: Carlsbad APPLICANT U JURIS. PLAN CHECK#.: BR2019-1112 PROJECT ADDRESS: 1038 Lands End Ct. SET: II PROJECT NAME: New Guesthouse for Christian Residence The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. F-1 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. F-1 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: Keith 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: Keith Telephone #: 619-719-8030 Date c9ntacted: (by: A---'~Email: kkulberqsolanavistabuilders.com ,Mail '' Telephone Fax In Person El REMARKS: By: Bert Domingo Enclosures: EsGil 6/27/2019 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil A SAFEbuitf Company DATE: 7/5/2019 JURISDICTION: Carlsbad PLAN CHECK#.: CBR2019-1112 SET: II PROJECT ADDRESS: 1038 Lands End Ct. PROJECT NAME: New Guesthouse for Christian Residence U APPLICANT U JURIS. The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. LI The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Keith Lii 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: Keith Telephone #: 619-719-8030 Date contacted: (by: ) Email: kkuIbergcsoIanavistabuilders.com Mail Telephone Fax In Person Li REMARKS: By: Bert Domingo FOR KAT Enclosures: EsGil 6/27/2019 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad CBR2019-1112 7/5/2019 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 Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil and the Carlsbad Planning, Engineering and Fire Departments. Bring TWO corrected set of plans and calculations/reports to EsGil, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. 2. All sheets of glans must be signed by the person responsible for their preparation. (California Business and Professions Code). STRUCTURAL 17. Specify truss identification numbers on the plans. A) Please show the designed force for the drag truss along line 4 shown on sheet S4.0. The same should be reflected on the affected truss in the calculations. B) Please show the capacity of the shear walls inn the schedule. MISCELLANEOUS 32. Complete Carlsbad special inspection form. Carlsbad CBR2019-1112 7/5/2019 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 L1 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 Bert Domingo at EsGil. Thank you. Carlsbad CBR2019-1112 7/5/2019 CITY OF CARLSBAD SPECIAL INSPECTION AGREEMENT B-45 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carisbadca.gov In accordance with Chapter 17 of the California Building COde the foliowing must be completed When work being performed requires special inspection, structural observation and construction material testing. 'rojéct/POrmit: Project Addr THIS SECTION MUST BE COMPLETED BY THE PROPERTY OWNERIAUTHORIZED AGENT. Please check it you are Owner-Builder Q. (If you checked as owner-builder you must also complete Section B Of this agreement.) Name: (Please (First) (MI.) (Last) Mailing Address: Email Phone:________________________ I am: OProperty Owner OProperty Owner's Agent of Record DArchitect of Record 13 Engineer of Record State of California Registration Number Expiration Date: AGREEMENT: I, the undersigned, declare under penalty of perjury under the laws of the State of California, that I have read, understand, acknowledge and promise to comply with the City of Carlsbad requirements for special inspections, structural observations, construction materials testing and offsite fabrication of building components, as prescribed in the statement of special inspections noted on the approved plans and, as required by the California Building Code. Signature: Date: CONTRACTOR'S STATEMENT OF RESPONSIBILITY (07 CBC, Ch 17, Section 1706), This section must be completed by the contractor / builder I owner-builder. Contractor's Company Namê Please check if you are Owner-Builder CI Name: (Please print) (First) (M.I.) (Last) Mailing Address: Email:_________________________________________________________ Phone:___________________________ State of California Contractor's License Number: Expiration Date: I acknowledge and, am aware, of special requirements contained in the statement of special inspections noted on the approved plans; I acknowledge that control will be exercised to Obtain conformance with the construction documents approved by the building official; I will have in-place procedures for exercising control within our (the contractor's) organization, for the method and frequency of reporting and the distribution of the reports; and I certify that I will have a qualified person within our (the contractor's) organization to exercise such control. I will provide a final reportLietterin compliance with CBC Section 1704.1.2 odor to reauestina final Inspection. Signature: Date: B-45 Page 1 of 1 Rev. 08/11 V EsGil A SAFEbuitCCompany DATE: May 22, 2019 JURISDICTION: Carlsbad PLAN CHECK#.: CBR2019-1112 PROJECT ADDRESS: 1038 Lands End Ct. PROJECT NAME: New Guesthouse for Christian Residence U APPLICANT U JURIS. The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. LII The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. 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: Keith 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: Keith Telephone #: 619-719-8030 Date contacted: (by: ) Email: kkuIberqcsolanavistabuiIders.com Mail Telephone Fax In Person LII REMARKS: By: Kat Frankowski Enclosures: EsGil 5/9/2019 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad CBR2019-1 112 May 22, 2019 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK#.: CBR2019-1112 JURISDICTION: Carlsbad PROJECT ADDRESS: 1038 Lands End Ct. FLOOR AREA: Guesthouse = 598 SF REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 5/6/2019 DATE INITIAL PLAN REVIEW COMPLETED: May 22, 2019 STORIES: 1 HEIGHT: DATE PLANS RECEIVED BY ESGIL CORPORATION: 5/9/2019 PLAN REVIEWER: Kat Frankowski FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the California version of the International Residential Code, International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that construction comply with the 2016 edition of the California Code of Regulations (Title 24), which adopts the following model codes: 2015 IRC, 2015 IBC, 2015 UPC, 2015 UMC and 2014 NEC. The above regulations apply, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2015 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad CBR2019-1112 May 22, 2019 [DO NOT PAY - THIS IS NOT ANINVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK#.: CBR2019-1112 PREPARED BY: Kat Frankowski DATE: May 22, 2019 BUILDING ADDRESS: 1038 Lands End Ct. BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) 598 84,772 Air Conditioning Fire Sprinklers TOTAL VALUE 84,772 Jurisdiction Code 1cb IBY Ordinance 1997 UBC Building Permit Fee V ii usc Plan Check Fee V Type of Review: El Complete Review El El Other Repetitive Fee Repeats El Hourly V EsGil Fee El Structural Only Hr. © * I $339.251 Comments: Sheet 1 of 1 Carlsbad CBR2019-1112 May 22, 2019 PLANS Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil and the Carlsbad Planning, Engineering and Fire Departments. Bring TWO corrected set of plans and calculations/reports to EsGil, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. 2. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). Per Carlsbad requirements for EVSE ready space, please add this note to the plans: 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. FIRE PROTECTION Show locations of permanently wired smoke alarms with battery backup, per Section R314: a) Such smoke alarm locations shall comply with the following: i) They shall be not less than 3' from the door opening of a bathroom. EXITS, STAIRWAYS, AND RAILINGS Show landings at exterior doors. There shall be a landing or floor on each side of each exterior door. The width of each landing shall not be less than the door served and have a minimum or 36-inches measured in the direction of travel. Exterior landings shall be permitted to have a slope not to exceed 1h-inch per foot. Landings or finished floors shall not be more than 1.5 inches lower than the top of the threshold for outward swinging exterior doors or 7.75" for doors that do not swing outwards. R311.3. ROOFS/DECKS/BALCONIES Roof plan on Al calls out both attic areas as B. Specify on the plans the following information for the roof materials, per Section R106.1.1: a) Manufacturer's name and product name/number. Carlsbad CBR2019-1112 May 22, 2019 b) ICC approval number, or equal. 8. Where eave vents are installed, insulation shall not block the free flow of air. A minimum of 1" of air space shall be provided between the insulation and the roof sheathing. To accommodate the thickness of insulation plus the required 1" clearance, member sizes may have to be increased for rafter-ceiling joists. Section R806.3. 9. Note on the plans: "Attic ventilation openings shall be covered with corrosion-resistant metal mesh with 1/16" minimum to 1/4" maximum openings. Section R806.1. FOUNDATION REQUIREMENTS 10. Provide a copy of the project soil report. The report shall include foundation design recommendations based on the engineer's findings and shall comply with Section R401.4. 11. The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: The building pad was prepared in accordance with the soils report, The utility trenches have been properly backfilled and compacted, and The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report." If applicable 12. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). 13. Note on plans that surface water will drain away from building and show drainage pattern. The grade shall fall a minimum of 6" within the first 10 feet. Section R401.3. 14. Indicate thickness of vapor barrier. STRUCTURAL 15. Please provide the cut sheets for the Simpson strong wall. 16. Shear wall on line E is missing hold downs. 17. Specify truss identification numbers on the plans. Carlsbad CBR2019-1112 May 22, 2019 Please provide evidence that the engineer-of-record (or architect) has reviewed the truss calculation package prepared by others (i.e., a "review" stamp on the truss calculations or letter). CBC Section 107.3.4.1. The dead load for the roof in the truss calcs doesn't match the design loads in the structural calcs. Show trusses are designed to have space for FAU in attic. The plans shall indicate that special inspection will be provided for the following work. (CBC Chapter 17 and Section 107.2) a) Structural Wood. Special inspection is required for wood shear walls where the fastener spacing of the sheathing is 4" or less. MECHANICAL Show on the plans the type and size (Btu's) of all heating and cooling appliances or systems. Note that passageway to the mechanical equipment in the attic shall be unobstructed, have continuous solid flooring not less than 24 inches wide, and be not more than 20 feet in length from the access opening to the appliance. CIVIC Section 304.41. Show a permanent electrical receptacle outlet and lighting fixture controlled by a switch located at the entrance for furnaces located in an attic. CIVIC Section 304.4.4 Show the minimum 30" deep unobstructed working space in front of the attic installed furnace. Section CIVIC Section 304.1. Show how makeup air will be provided for the washer and dryer enclosure. The code requires an opening with a minimum of 100 square inches of makeup air CIVIC 504.4.1 (can be louvered door). ELECTRICAL Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. If the service is over 200 amperes, submit a single line diagram, panel schedules, and provide service load calculations. Note that a new ground electrode will be provided for the guesthouse. PLUMBING An instantaneous water heater is shown on the plans. Please include a gas pipe sizing design (isometric or pipe layout) for all gas loads. a) The gas pipe sizing for a tank type water heater shall be based upon a minimum 199,000 Btu gas input rating. Energy Standards 150.0(n). Carlsbad CBR2019-1112 May 22, 2019 ENERGY CONSERVATION 30. Note or provide the following design requirements for gas water heaters installed to serve individual dwelling units: ES 150.0(n) Gas piping sizing based upon a minimum input of 200,000 btu/hr. A condensate drain installed no higher than 2" above the base of the heater that also allows for gravity drainage. The "B" vent installed in a straight position from the room containing the water heater to the roof termination. (For future possible sleeving for high efficiency heater venting.) A 120 volt receptacle accessible to the heater installed within 3'. 31. Instantaneous water heaters shall have isolation valves on both the cold and the hot water piping leaving the water heater complete with hose bibs or other fittings on each valve for flushing the water heater when the valves are closed. ES 110.3 MISCELLANEOUS 32. Complete Carlsbad special inspection form. 33. 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. 34. 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 L3 No U 35. 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 Kat Frankowski at EsGil. Thank you. Carlsbad CBR2019-1112 May 22, 2019 CITY OF CARLSBAD SPECIAL INSPECTION AGREEMENT B-45 Development Services Building Division 1635 Faraday Avenue 760-602-2719 www.carlsbadca.gov In accordance with Chapter 17 of the California Building Code the following must be completed when work being performed requires special Inspection, structural observation and construction material testing. 'roject/Permit: Project Address: THIS SECTION MUST BE COMPLETED BY THE PROPERTY OWNERIAUTHORIZED AGENT. Please check if you are Owner-Builder U. (If you checked as owner-builder you must also complete Section B of this agreement.) Name: (Please print) (First) (Mi) (Last) Mailing Address: Email:______________________________________________________ Phone:________________________ I am: OProperty Owner OProperty Owner's Agent of Record DArchitect of Record DEngineer of Record State of California Registration Number Expiration Date: AGREEMENT: I, the undersigned, declare under penalty of perjury under the laws of the State of California, that I have read, understand, acknowledge and promise to comply with the City of Carlsbad requirements for special inspections, structural observations, construction materials testing and off-site fabrication of building components, as prescribed in the statement of special inspections noted on the approved plans and, as required by the California Building Code. Signature: Date: CONTRACTOR'S STATEMENT OF RESPONSIBILITY (07 CBC, Ch 17, Section 1706). This section must be completed by the contractor I builder I owner-builder. Contractor's Company Name: Please check if you are Owner-Builder 0 Name: (Please print) (MI) (Lost) Mailing Address: Email: Phone: State of California Contractor's License Number: Expiration Date: I acknowledge and, am aware, of special requirements contained in the statement of special inspections noted on the approved plans; I acknowledge that control will be exercised to obtain conformance with the construction documents approved by the building official; I will have in-place procedures for exercising control within our (the contractor's) organization, for the method and frequency of reporting and the distribution of the reports; and I certify that I will have a qualified person within our (the contractor's) organization to exercise such control. I will orovide a final reDort/letter in comoliance with CBC Section 1704.1.2 prior to reauestinq final inspection. Signature: Date: B-45 Page 'l of 1 Rev. 08111 PLAN CHECK RESPONSE LIST - Residential Building Code Plan Check (page 1 of 2) Plan Check Number: CBR201 9-1112 Owner: Sara Christian. t Carlsbad/EsGil Comments Dated: 22 May 2019 U 20 '-L See General Note number 17. 1O '0i FIRE PROTECTION See sheet "Al .1 ", Power Plan, Power and Utility Symbol Key, and Power and Utility General Notes (note number 9). Also, see sheet "CVR", General Notes (note number 8). EXITS, STAIRWAYS, AND RAILINGS See sheet "A1.0" Floor Plan, for added door and landing code reference note. ROOFS/DECKS/BALCONIES Attic "A" now indicated on Roof Plan. See sheet "AI.O". Roof material and approval numbers indicated on sheet "Al.O". See West Exterior Elevation. See added note on Roof Plan Symbol Key, Sheet "Al .0'. See added note on Roof Plan Symbol Key, and Ventilation Calculations, Sheet "Al .0". FOUNDATION REQUIREMENTS A soil report has been included with the plan check re-submittal. II. See Foundation Plan General Notes on sheet S4.0, note number 5. See response items 10 and 11 above. Soil report letter provided. See sheet "SCH", Elevation and Section Keynotes. Keynote 3122 19 A: Finish Grade See sheet "SCH", Elevation and Section Keynotes. Keynote 07 26 00 A: Vapor Barrier. STRUCTURAL Simpson Wood Strong Wall cut sheet has been added, see sheet SW1. Holdowns have been added at grid line "E" and at line "5". See sheet S4.0. See Roof Framing Plan, sheet S4.0. Truss identifications have been added. See attached and updated truss calculations with structural engineer of record stamp. The truss calculations have dead loads as follows: 14 PSF on the top chord; 10 PSF on the bottom chord. That is adequate and per the specified structural design. See attached truss calculations and revised sheet S4.0 for FAU space. See sheet "CVR", Required Special Inspection for added note regarding inspection of walls with 4" or less fastener spacing. MECHANICAL See sheet "SCH", Existing Residence Gas Loads, Plumbing Schedule item P-OS, and Mechanical Schedule item M-01. See sheet "Al .0", Roof Plan Symbol Key, for added note. See sheet "A1.0", Roof Plan for added attic receptacle and lighting. See sheet "S4.0", Roof Framing Plan for designated equipment service space. See sheet "SCH", Door Schedule for added louvered door #2. ELECTRICAL See sheet "CVR", Plot Plan for added amperes note and meter location. See sheet "Al .1", Power Plan for guesthouse sub-panel location behind entry door. See sheet "AL]", Power Plan for added ground. PLUMBING See added sheet P0.4 Riser Diagram - Gas or layout of all gas loads. Please refer to Gas Sizing Calculations and Riser Diagram for minimum tankless water heater load of 199,000 BTU. S PLANS Acknowledged and complete. Acknowledged and complete. Requested note has been added on sheet "CVR" t's kao 1'q - 111. PLAN CHECK RESPONSE LIST - Residential Building Code Plan Check (page 2 of 2) Plan Check Number: CBR2019-1112 ENERGY CONSERVATION See added note on Power Plan, sheet "Al. I " regarding gas water heater. See added note on Power Plan, sheet "Al.!" regarding gas water heater. MISCELLANEOUS Acknowledged and to be completed by applicant. Acknowledged and complete. Two changes have been to the plans that are not in response to comments provided as a part of the Plan Review Correction List. Change one: The bedroom sliding door wall has been switched with the wall containing windows numbered 01, 02, and 03. Change two: A retaining site wall has been located on the Easterly side of the guesthouse. Acknowledged. PLAN CHECK RESPONSE LIST - Planning Division Building Plan Check (page 1 of 1) Plan Check Number: CBR2019-1112 Address: 1038 Lands End Court APN: 214-531-2000 Owner: Sara Christian. City of Carlsbad Comments Dated: 18 May 2019 ADDITIONAL COMMENTS I. See sheet A1.0'. Definition and identification of "wetbar" has been incorporated on the Floor Plan. 2. Acknowledged by applicant. EsGil A SAFEbuiftCompny DATE: May 22, 2019 JURISDICTION: Carlsbad O APPLICANT o JURIS. PLAN CHECK#.: CBR2019-1112 PROJECT ADDRESS: 1038 Lands End Ct. SET:I PROJECT NAME: New Guesthouse for Christian Residence The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. 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. E-1 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: Keith EsGil staff did not advise the applicant that the plan check has been completed. Z EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Keith Telephone #: 619-719-8030 Date contacted: (by: ) Email: kkulberqsolanavistabuiIders.com Mail Telephone Fax In Person LI REMARKS: By: Kat Frankowski Enclosures: EsGil 5/9/2019 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 Carlsbad CBR2019-1112 May 22, 2019 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK #.: CBR2019-1112 JURISDICTION: Carlsbad PROJECT ADDRESS: 1038 Lands End Ct. FLOOR AREA: Guesthouse = 598 SF REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 5/6/2019 DATE INITIAL PLAN REVIEW COMPLETED: May 22, 2019 FOREWORD (PLEASE READ): STORIES: 1 HEIGHT: DATE PLANS RECEIVED BY ESGIL CORPORATION: 5/9/2019 PLAN REVIEWER: Kat Frankowski This plan review is limited to the technical requirements contained in the California version of the International Residential Code, International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that construction comply with the 2016 edition of the California Code of Regulations (Title 24), which adopts the following model codes: 2015 IRC, 2015 IBC, 2015 UPC, 2015 UMC and 2014 NEC. The above regulations apply, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2015 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copv 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 CBR2019-1 112 May 22, 2019 PLANS Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil and the Carlsbad Planning, Engineering and Fire Departments. Bring TWO corrected set of plans and calculations/reports to EsGil, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. 2. All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). Per Carlsbad requirements for EVSE ready space, please add this note to the plans: 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. FIRE PROTECTION Show locations of permanently wired smoke alarms with battery backup, per Section R314: a) Such smoke alarm locations shall comply with the following: i) They shall be not less than 3' from the door opening of a bathroom. EXITS, STAIRWAYS, AND RAILINGS Show landings at exterior doors. There shall be a' landing or floor on each side of each exterior door. The width of each landing shall not be less than the door served and have a minimum or 36-inches measured in the direction of travel. Exterior landings shall be permitted to have a slope not to exceed %-inch per foot. Landings or finished floors shall not be more than 1.5 inches lower than the top of the threshold for outward swinging exterior doors or 7.75" for doors that do not swing outwards. R311.3. ROOFS!DECKSIBALCONIES Roof plan on Al calls out both attic areas as B. Specify on the plans the following information for the roof materials, per Section R106.l.1: a) Manufacturer's name and product name/number. Carlsbad CBR2019-1112 May 22, 2019 b) ICC approval number, or equal. 8. Where eave vents are installed, insulation shall not block the free flow of air. A minimum of 1" of air space shall be provided between the insulation and the roof sheathing. To accommodate the thickness of insulation plus the required 1" clearance, member sizes may have to be increased for rafter-ceiling joists. Section R806.3. 9. Note on the plans: "Attic ventilation openings shall be covered with corrosion-resistant metal mesh with 1/16" minimum to 1/4" maximum openings. Section R806.1. FOUNDATION REQUIREMENTS 10. Provide a copy of the project soil report. The report shall include foundation design recommendations based on the engineer's findings and shall comply with Section R401.4. 11. The soils engineer recommended that he/she review the foundation excavations. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: The building pad was prepared in accordance with the soils report, The utility trenches have been properly backfilled and compacted, and The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report." If applicable 12. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report). 13. Note on plans that surface water will drain away from building and show drainage pattern. The grade shall fall a minimum of 6" within the first 10 feet. Section R401.3. 14. Indicate thickness of vapor barrier. STRUCTURAL 15. Please provide the cut sheets for the Simpson strong wall. 16. Shear wall online E is missing hold downs. 17. Specify truss identification numbers on the plans. Carlsbad C3R2019-1112 May 22, 2019 Please provide evidence that the engineer-of-record (or architect) has reviewed the truss calculation package prepared by others (i.e., a "review" stamp on the truss calculations or letter). CBC Section 107.3.4.1. The dead load for the roof in the truss caics doesn't match the design loads in the structural calcs. Show trusses are designed to have space for FAU in attic. The plans shall indicate that special inspection will be provided for the following work. (CBC Chapter 17 and Section 107.2) a) Structural Wood. Special inspection is required for wood shear walls where the fastener spacing of the sheathing is 4" or less. MECHANICAL Show on the plans the type and size (Btu's) of all heating and cooling appliances or systems. Note that passageway to the mechanical equipment in the attic shall be unobstructed, have continuous solid flooring not less than 24 inches wide, and be not more than 20 feet in length from the access opening to the appliance. CIVIC Section 304.41. Show a permanent electrical receptacle outlet and lighting fixture controlled by a switch located at the entrance for furnaces located in an attic. CIVIC Section 304.4.4 Show the minimum 30" deep unobstructed working space in front of the attic installed furnace. Section CIVIC Section 304.1. Show how makeup air will be provided for the washer and dryer enclosure. The code requires an opening with a minimum of 100 square inches of makeup air CIVIC 504.4.1 (can be louvered door). ELECTRICAL Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. If the service is over 200 amperes, submit a single line diagram, panel schedules, and provide service load calculations. Note that a new ground electrode will be provided for the guesthouse. PLUMBING An instantaneous water heater is shown on the plans. Please include a gas pipe sizing design (isometric or pipe layout) for all gas loads. a) The gas pipe sizing for a tank type water heater shall be based upon a minimum 199,000 Btu gas input rating. Energy Standards 150.0(n). Carlsbad CBR2019-1112 May 22, 2019 ENERGY CONSERVATION 30. Note or provide the following design requirements for gas water heaters installed to serve individual dwelling units: ES 150.0(n) Gas piping sizing based upon a minimum input of 200,000 btu/hr. A condensate drain installed no higher than 2" above the base of the heater that also allows for gravity drainage. The "B" vent installed in a straight position from the room containing the water heater to the roof termination. (For future possible sleeving for high efficiency heater venting.) A 120 volt receptacle accessible to the heater installed within 3'. 31. Instantaneous water heaters shall have isolation valves on both the cold and the hot water piping leaving the water heater complete with hose bibs or other fittings on each valve for flushing the water heater when the valves are closed. ES 110.3 MISCELLANEOUS 32. Complete Carlsbad special inspection form. 33. 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. 34. 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. o Have changes been made to the plans not resulting from this correction list? Please indicate: Yes NoD 35. 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 KatFrankowski at EsGil. Thank you. Carlsbad CBR2019-1112 May 22, 2019 2 1974-2019 Geotechnical. Geologic. ' 11VERSAJ Coastal • Environmental 5741 Palmer Way • Carlsbad, California 92010 • (760) 438-3155 • FAX (760) 931-0915 • www.geosoilsinc.com June 19, 2019 W.O. 7647-A-SC Solana Vista Builders, Inc. 137 North Acacia Avenue Solana Beach, California 92075 RECEIVED .JUN 252019 Attention: Mr. Keith Kulberg CITY OF CARLSBAD Subject: Limited Geotechnical Evaluation, Proposed 'Detached Guesthouse at 1038 Lands End Court, Carlsbad, San Diego County, California 92011, APN 214-531-20-00 Dear Mr. Kulberg: In accordance with your request, GeoSoils, Inc. (GSI) has obtained a representative sample of site soil for laboratory testing. The purpose of our testing was to evaluate soil parameters for the proposed guesthouse. The scope of our services includes a site reconnaissance, soil sampling, a review of documents presented in the Appendix (References), laboratory testing, engineering analyses, and preparation of this report. This summary report has been prepared for the sole purpose of simply providing a limited evaluation of soil engineering parameters derived from testing of site soil samples in our laboratory, and does not constitute a comprehensive geotechnical evaluation of the overall site. PREVIOUS WORK Based on our review, the subject site is Lot 20 of the Costa do Sol subdivision. Grading of the subdivision, including the site, generally occurred during October through December 1995, with observation and testing services provided by GSI (1995, 1996b). Based on our review of GSI (1995, 1 996b), Lot 20 is a plan "cut" lot that was undercut ±3 to 8 feet to expose sedimentary formation and brought to grade with compacted fill. It is unknown if the existing foundation is of the post-tension or the conventional variety. In addition, M.J. Schiff & Associates, Inc. ([MJS&A], 1995) performed a corrosion study at the site, and the soils were classified as corrosive to ferrous metals, aggressive to copper, and deleterious to concrete (high sulfate content-Type V concrete). C6a0VM416 1111 FIELD EXPLORATION Hand Auger B-i was advanced on the northwest corner of the site, in the center of the proposed guesthouse's foundation, and extended to a depth of about 51/2 feet. Hand Auger B-i encountered grass sod and landscape soils within the upper 6 inches, underlain with interlayered fill consisting of clayey sand and sandy clay to a depth of about 31/2 feet. These fill materials were typically noted to be yellow brown to gray brown, slightly moist to moist, and medium dense (sand) and stiff (clay). Reddish brown clayey sand beneath the fill was noted to be moist and medium dense. Groundwater was not encountered to the depths explored. LABORATORY TESTING Laboratory tests were performed on representative samples of site earth materials in order to evaluate their physical characteristics. The results of our testing are summarized as follows: Expansion Index Testing was performed on a representative composite soil sample of the soil column from near the surface, to a depth of about 3'/2 feet, in general accordance with ASTM D 4829. Test results and the soil's expansion potential are presented in the following table. I SAMPLE LOCATION I DESCRIPTION I EXPANSION INDEX I EXPANSION POTENTIAL I B-i © O'-3½' Olive Brown, Clayey Sand 29 Low (composite) It should be noted that the results of this test appear to be consistent with the finding of GSI (1996b). Particle-Size Analysis A particle-size evaluation was performed on a representative, soil sample (B-i @ 0'-3.5') in general accordance with ASTM D 422-63. The testing was utilized to evaluate the soil classification in accordance with the Unified Soil Classification System (USCS). The results of the particle-size evaluation indicate that the tested soil is a Clayey Sand ([USCS Symbol SC], 59.5 percent sand and 40.5 percent fines). It should be noted that the results of this test appear to be consistent with the finding of GSI (1 996b). Solana Vista Builders, Inc. W.O. 7647-A-SC 1038 Lands End Court, Carlsbad June 19, 2019 Fi1e:e:\wp12\7600\7647a.1ge GeoSoils, Inc. P.age 2 14, U Atterberg Limits Testing of representative soil samples to evaluate their liquid limit, plastic limit, and plasticity index (P.1.) was performed in general accordance with ASTM D 4318. The test results are presented in the following table: I SAMPLE LOCATION I LIQUID LIMIT I PLASTIC LIMIT I PLASTICITY INDEX I B-i @ 0'-3.5' I 29 I 12 I 17 BEARING VALUE Based on a review of Table 1806.2 of the 2016 California Building Code ([2016 CBC], California Building Standards Commission [CBSC], 2016a), an allowable bearing value of 2,000 pounds per square foot (psf) may be assumed for continuous footings, a minimum 12 inches wide and 12 inches deep (below lowest adjacent grade [excluding soft soils, landscape zones, slab and underlayment thickness, etc.]), bearing on suitable, approved soil. It is anticipated that depths for any new footings will likely be deeper than any existing footings, in order to penetrate any loose, near surface soils. Since the near surface soils are about 31/2 feet thick, any new footings would need to completely penetrate those soils. New footing depths would be based on conditions exposed within the footing excavation. The allowable bearing value may be increased by 20 percent for each additional 12 inches in depth of embedment, into approved suitable bearing soil, to a maximum value of 2,500 psf. The above values may be increased by one-third when considering short duration seismic or wind loads. Differential settlement may be minimally assumed as 1 inch in a 40-foot span, provided the footing bears on suitable, competent and similar earth materials, approved by GSI. Foundations should be designed for all applicable surcharge loads and should consider the inherent corrosive environment. LATERAL PRESSURE Total Lateral Resistance (TLR) for shallow foundations is provided by the friction along the footing bottoms and the passive pressure across footing faces in contact with either fill or natural soil deposits. The TLR is influenced by the depth of the footing and the cohesion (or apparent cohesion) of the soil material. The normal force or dead load on the footing from the overlying structure will influence the amount of frictional resistance. For sands, or predominantly sandy soils, this friction is higher than clay or clayey/silty soils. No direct shear laboratory tests were performed for this earth material on this project. As such, the empirical approach to the TLR and vertical bearing of the soil was derived from an expansion index, sieve analysis, soil(s) description and the use of Table 1806.2 of the 2016 CBC (CBC, 2016a). Solana Vista Builders, Inc. W.O. 7647-A-SC 1038 Lands End Court, Carlsbad June 19, 2019 Fi1e:e:\wp12\7600\7647a.Ige GeoSods, Inc. Page 3 The TLR for the sandy soils onsite that comprise compacted fill may be taken as an equivalent fluid of 150 pcf (150 psf/ft of depth) per foot of depth. This maybe added to the frictional resistance of the sandy earth material using a coefficient of 0.25 when multiplied by the normal (dead load) force. When combining the frictional and passive components of the TLR, the passive value should be reduced by 1/3 (one-third). The total maximum lateral bearing pressure of 2,000 psf may be used for this site unless further testing and analysis is performed. GSI believes this to be a reasonably conservative value considering the limited site data and testing that was authorized by the project owner. Please note that if foundations for either the main or appurtenant structures are pile or pier supported, the frictional value noted above should be neglected. SEISMIC DESIGN General It is important to keep in perspective that in the event of an upper bound (maximum probable) or credible earthquake occurring on any of the nearby major faults, strong ground shaking would occur in the subject site's general area. Potential damage to any structure(s) would likely be greatest from the vibrations and impelling force caused by the inertia of a structure's mass than from those induced by the hazards listed above. This potential would be no greater than that for other existing structures and improvements in the immediate vicinity. Seismic Shaking Parameters Based on the site conditions, the following table summarizes the updated site-specific design criteria obtained from the 2016 CBC (CBSC, 2016a), Chapter 16 Structural Design, Section 1613, Earthquake Loads. The computer program "U.S. Seismic Design Maps," provided by the Structural Engineers Association of California and California's Office of Statewide Health Planning and Development (2019), was utilized to aid in design. The short spectral response utilizes a period of 0.2 seconds. 2016 CBC SEISMIC DESIGN PARAMETERS - PARAMETER VALUE 2016 CBC REFERENCE Risk Category II Table 1604.5 Site Class D Section 1613.3.2/ASCE 7-10 (p. 203-205) Spectral Response -(0.2 sec), S 1.127 g Section 1613.3.1 Figure 1613.3.1 (1) Spectral Response - (1 sec), 5, 0.434 g Section 1613.3.1. Figure 1613.3.1 (2) Solana Vista Builders, Inc. W.O. 7647-A-SC 1038 Lands End Court, Carlsbad June 19, 2019 Fi1e:e:\wp12\7600\7647a.Ige "Souls, Inc. Page 4 I 2016 CBC SEISMIC DESIGN PARAMETERS PARAMETER VALUE 2016 CBC REFERENCE Site Coefficient, F1 1.049 Table 1613.3.3(1) Site Coefficient, F1 1.566 Table 1613.3.3(2)• Maximum Considered Earthquake Spectral 1.183 g Section 1613.3.3 Response Acceleration (0.2 sec), 5MS (Eqn 16.37) Maximum Considered Earthquake Spectral 0.68 g Section 1613.3.3 Response Acceleration (1 sec), SM, (Eqn 16-38) 5% Damped Design Spectral Response 0.788 g Section 1613.3.4 Acceleration (0.2 sec), SDs (Eqn 16-39) 5% Damped Design Spectral Response 0.453 g Section 1613.3.4 Acceleration (1 sec), S01 (Eqn 16-40) PGA, - Probabilistic Vertical Ground Acceleration may be 0.472 g ASCE7-10 (Eqn 11.8.1) assumed as about 50% of these values. Seismic Design Category D Section 1613.3.5/ASCE 7-10 (Table 11.6-1 or 11.6-2) GENERAL SEISMIC PARAMETERS PARAMETER I VALUE Distance to Seismic Source (Rose Canyon) ±4.7 mi (7.6 km)' Upper Bound Earthquake (Rose Canyon) M = 7.2(2) - From Blake (2000) - Cao, et al. (2003) Conformance to the criteria above for seismic design does not constitute any kind of guarantee or assurance that significant structural damage or ground failure will not occur in the event of a large earthquake. The primary goal of seismic design is to protect life, not to eliminate all damage, since such design may be economically prohibitive. Cumulative effects of seismic events are not addressed in the 2016 CBC (CBSC, 2016a) and regular maintenance and repair following locally significant seismic events (i.e., M5.5) will likely be necessary, as is the case in all of southern California. DEVELOPMENT CRITERIA Grading Any grading should minimally conform to the guidelines presented in the 2016 CBC (CBSC, 2016a), and the City. When Code references are not equivalent, the more stringent code should be followed. During earthwork construction, all site preparation and Solana Vista Builders, Inc. W.O. 7647-A-SC 1038 Lands End Court, Carlsbad June 19, 2019 Fi1e:e:wp12\7600\7647a.Ige GeoSoils, Inc. Page 5 the general grading procedures of the contractor (if grading is to occur) should be observed and the fill selectively tested by a representative (s) of GSI. If unusual or unexpected conditions are exposed in the field, they should be reviewed by this office and if warranted, modified and/or additional recommendations will be offered. All applicable requirements of local and national construction and general industry safety orders, the Occupational Safety and Health Act, and the Construction Safety Act should be met. Type B soils may be assumed per Cal-OSHA. GSI does not consult in the area of safety engineering. The contractor is responsible for the safety of construction workers onsite. Loose and/or compressible materials appear to occur at the surface, overlying suitable bearing material. At a minimum, any slab subgrade should be scarified and moisture conditioned to a depth of at least 12 inches, then compacted to at least 90 percent relative compaction per ASTM D 1557, and to at least the soils optimum moisture content. Compactive effort should be applied to the exposed subgrade before any foundation excavation work is performed. Foundations Current laboratory testing indicates that the onsite soils exhibit expansion index values of 29, which is classified as low expansion ([E.l.] range of 21-50). As such, site soils appear to meet the criteria of detrimentally expansive soils as defined in Section 1803.5.2 of the 2016 CBC (CBSC, 2016a), and the geotechnical recommendations provided below are considered minimal design criteria. Foundation systems constructed within the influence of detrimentally expansive soils (i.e., E.I. > 20 and P.I. ? 15) will require specific design to resist expansive soil effects per Sections 1808.6.1 or 1808.6.2 of the 2016 CBC, and this should be provided by the project structural engineer. Based on our review of MJS&A (1995), site soils present a moderate to high sulfate exposure to concrete. As such, reinforced concrete mix design for new foundations, slab-on-grade floors, and pavement should minimally conform to Exposure Classes S2, per ACI 318-14. GSI does not practice in the field of corrosion engineering. Accordingly, consultation from a qualified corrosion engineer may be obtained, based on the level of corrosion protection requirements by the project architect and structural engineer. From a geotechnical viewpoint, foundation construction should minimally conform to the following: New exterior and interior footings for one-story floor loads should be founded at a minimum depth of 18 inches below the lowest adjacent grade. Footing widths should be per Code. Isolated pad footings should be 24 inches square, by 24 inches deep. If the loose surficial soil is not removed and recompacted, the footings should extend through the surficial soil, and the dimensions for embedment will increase by the thickness of the surficial soil. Solana Vista Builders, Inc. W.O. 7647-A-SC 1038 Lands End Court, Carlsbad June 19, 2019 Fi1e:e:\wp12\7600\7647a.lge GeoSods, Inc. Page 6 t. I All new footings should be minimally reinforced with four No.4 reinforcing bars, two placed near the top and two placed near the bottom of the footing. Isolated pad footing reinforcement should be per the structural engineer. New Interior and exterior column footings should be tied together via grade beams in at least one direction to the main foundation. The grade beam should be at least 12 inches square in cross section, and should be provided with a minimum of two No.4 reinforcing bars at the top, and two No.4 reinforcing bars at the bottom of the grade beam. The base of the reinforced grade beam should be at the same elevation as the adjoining footings. A minimum concrete slab-on-grade thickness of 5.0 inches is recommended for any new concrete slabs. Please note that if the loose, existing surficial soil is not removed and recompacted, such soils, if left under the new slab, would be subject to excessive settlement. Accordingly, if this is the case, the slab should be designed as a structural slab, with the slab spanning between footings embedded in bedrock, and not relying on the soil for support. New concrete slabs should be reinforced with a minimum of No. 3 reinforcement bars placed at 18 inches on center, in two horizontally perpendicular directions (i.e., long axis and short axis). All slab reinforcement should be supported to ensure proper mid-slab height positioning during placement of the concrete. "Hooking" of reinforcement is not an acceptable method of positioning. Slab subgrade pre-soaking is recommended for these soil conditions. Slab subgrade should be pre-wetted to at least the soils optimum moisture content, to a depth of 12 inches, prior to the placement of the underlayment sand and vapor retarder. Loose and/or compressible materials likely occur at the surface, overlying suitable bearing material. As such, a deeper footing will likely be recommended, and should be anticipated should any new foundations be planned. The depth of the deepened footing should be evaluated prior to the placement of reinforcing steel. The loose superficial soils under the slab should be removed and recompacted to 90 percent of the laboratory standard. Should these removals not be performed, then any new slab would need to be designed as a structural slab, not relying on the soil for support, and spanning between foundations. New foundations should maintain a minimum 7-foot horizontal distance between the base of the footing and any adjacent descending slope, and minimally comply with the guidelines per the 2016 CBC (CBSC, 2016a). This may also result in a deeper footing. Solana Vista Builders, Inc. W.O. 7647-A-SC 1038 Lands End Court, Carlsbad June 19, 2019 FiIe:e:wp12\7600\7647a.Ige GeoSoils, Inc. Page 7 New Floor Slabs GSI has evaluated the potential for vapor or water transmission through any new concrete floor slabs, in light of typical floor coverings, improvements, and use. Please note that slab moisture emission rates range from about 2 to 27 lbs/24 hours/1,000 square feet from a typical slab (Kanare, 2005), while floor covering manufacturers generally recommend about 3 lbs/24 hours as an upper limit. The recommendations in this section are not intended to preclude the transmission of water or vapor through the foundation or slabs. Foundation systems and slabs shall not allow water or water vapor to enter into the structure so as to cause damage to another building component or to limit the installation of the type of flooring materials typically used for the particular application (State of California, 2019). These recommendations may be exceeded or supplemented by a water "proofing" specialist, project architect, or structural consultant. Thus, the client will need to evaluate the following in light of a cost vs. benefit analysis (owner expectations and repairs/replacement), along with disclosure to all interested/affected parties. It should also be noted that vapor transmission will occur in new slab-on-grade floors as a result of chemical reactions taking place within the curing concrete. Vapor transmission through concrete floor slabs as a result of concrete curing has the potential to adversely affect sensitive floor coverings depending on the thickness of the concrete floor slab and the duration of time between the placement of concrete, and the floor covering. It is possible that a slab moisture sealant may be needed prior to the placement of sensitive floor coverings if a thick slab-on-grade floor is used and the time frame between concrete and floor covering placement is relatively short. Considering the E.I. test results presented herein, and known soil conditions in the region, the anticipated typical water vapor transmission rates, floor coverings, and improvements (to be chosen by the Client and/or project architect) that can tolerate vapor transmission rates without significant distress, the following alternatives are provided: Non-vehicular concrete slab-on-grade floors should be at least 5 inches in thickness. Concrete slab underlayment should consist of a 15-mil vapor retarder, or equivalent, with all laps sealed per the 2016 CBC and the manufacturer's recommendation. The vapor retarder should comply with the ASTM E 1745 - Class A criteria, and be installed in accordance with American Concrete Institute (ACI) 302.1 R-04 and ASTM E 1643. An example of a vapor retarder product that complies with ASTM E 1745 -Class A criteria is Stego Industries, LLC's Stego Wrap. The 15-mil vapor retarder (ASTM E 1745 - Class A) shall be installed per the recommendations of the manufacturer, including all penetrations (i.e., pipe, ducting, rebar, etc.). Concrete slabs, shall be underlain by 2 inches of clean, washed sand (SE > 30) above a 15-mil vapor retarder (ASTM E-1 745 - Class A, per Engineering Bulletin 119 Solana Vista Builders, Inc. W.O. 7647-A-SC 1038 Lands End Court, Carlsbad June 19, 2019 Fi1e:e:\wp12\7600\7647a.Ige GeoSoils, Inc. Page 8 I [Kanare, 2005]) installed per the recommendations of the manufacturer, including all penetrations (i.e., pipe, ducting, rebar, etc.). The manufacturer shall provide instructions for lap sealing, including minimum width of lap, method of sealing, and either supply or specify suitable products for lap sealing (ASTM E 1745), and per code. ACI 302.1 R-04 (2004) states "If a cushion or sand layer is desired between the vapor retarder and the slab, care must be taken to protect the sand layer from taking on additional water from a source such as rain, curing, cutting, or cleaning. Wet cushion or sand layer has been directly linked in the past to significant lengthening of time required for a slab to reach an acceptable level of dryness for floor covering applications." Therefore, additional observation and/ortesting will be necessary for the cushion or sand layer for moisture content, and relatively uniform thicknesses, prior to the placement of concrete. The vapor retarder should be underlain by a capillary break consisting of at least 2 inches of clean sand (SE 30, or greater) (see NOTE below). The vapor retarder should be sealed to provide a continuous retarder under the entire slab, as discussed above. Concrete should have a maximum water/cement ratio of 0.50. This does not supercede Table 19.3.1.1 of ACI (2014a) for corrosion or other corrosive requirements (such as coastal, location, etc.). Additional concrete mix design recommendations should be provided by the structural consultant and/or waterproofing specialist. Concrete finishing and workablity should be addressed by the structural consultant and a waterproofing specialist. Where slab water/cement ratios are as indicated herein, and/or admixtures used, the structural consultant should also make changes to the concrete in the grade beams and footings in kind, so that the concrete used in the foundation and slabs are designed and/or treated for more uniform moisture protection. The owner(s) should be specifically advised which areas are suitable for tile flooring, vinyl flooring, or other types of water/vapor-sensitive flooring and which are not suitable. In all planned floor areas, flooring shall be installed per the manufactures recommendations. Additional recommendations regarding water or vapor transmission should be provided by the architect/structural engineer/slab or foundation designer and should be consistent with the specified floor coverings indicated by the architect. Regardless of the mitigation, some limited moisture/moisture- vapor transmission through the slab should be anticipated. Construction crews may require special training for installation of certain product(s), as well as concrete finishing techniques. The use of specialized product(s) should be approved by the slab designer and water-proofing Solana Vista Builders, Inc. W.O. 7647-A-SC 1038 Lands End Court, Carlsbad June 19, 2019 Fi1e:e:\wp12\7600\7647a1ge GeoSoils, Inc. Page 9 consultant. A technical representative of the flooring contractor should review the slab and moisture retarder plans and provide comment prior to the construction of the foundations or improvements. The vapor retarder contractor should have representatives onsite during the initial installation. Planting Water has been shown to weaken the inherent strength of all earth materials. Only the amount of irrigation necessary to sustain plant life should be provided. Over-watering should be avoided as it can adversely affect site improvements, and cause perched groundwater conditions. Plants selected for landscaping should be light weight, deep rooted types that require little water and are capable of surviving the prevailing climate. Utilizing plants other than those recommended above will increase the potential for perched water, staining, mold, etc., to develop. A rodent control program to prevent burrowing should be implemented. These recommendations regarding plant type, irrigation practices, and rodent control should be provided to all interested/affected parties. Drainage Adequate lot surface drainage is a very important factor in reducing the likelihood of adverse performance of foundations and hardscape. Surface drainage should be sufficient to prevent ponding of water anywhere on the property, and especially near structures. Lot surface drainage should be carefully taken into consideration during landscaping. Therefore, care should be taken that future landscaping or construction activities do not create adverse drainage conditions. Positive site drainage within the property should be provided and maintained at all times. Water should be directed away from foundations and not allowed to pond and/or seep into the ground. In general, the area within 5 feet around a structure should slope away from the structure. We recommend that unpaved lawn and landscape areas have a minimum gradient of 1 percent sloping away from structures, and whenever possible, should be above adjacent paved areas. Consideration should be given to avoiding construction of planters adjacent to structures. Site drainage should be directed toward the street or other approved area(s). Although not a geotechnical requirement, roof gutters, downspouts, or other appropriate means may be utilized to control roof drainage. Downspouts, or drainage devices should outlet a minimum of 5 feet from structures or into a subsurface drainage system. Areas of seepage may develop due to irrigation or heavy rainfall, and should be anticipated. Minimizing irrigation will lessen this potential. If areas of seepage develop, recommendations for minimizing this effect could be provided upon request. Landscape Maintenance Only the amount of irrigation necessary to sustain plant life should be provided. Over-watering the landscape areas will adversely affect existing and proposed site improvements. We would recommend that any proposed open-bottom planters adjacent to proposed structures be eliminated for a minimum distance of 10 feet. As an alternative, Solana Vista Builders, Inc. 1038 Lands End Court, Carlsbad Fi1e:e:\wp12\7600\7647a.Ige GeOSoiIs, Inc. W.O. 7647-A-SC June 19, 2019 Page 10 p closed-bottom type planters could be utilized. An outlet placed in the bottom of the planter, could be installed to direct drainage away from structures or any exterior concrete flatwork. If planters are constructed adjacent to structures, the sides and bottom of the planter should be provided with a moisture retarder to prevent penetration of irrigation water into the subgrade. Provisions should be made to drain the excess irrigation water from the planters without saturating the subgrade below or adjacent to the planters. Consideration should be given to the type of vegetation chosen and their potential effect upon surface improvements (i.e., some trees will have an effect on concrete flatwork with their extensive root systems). From a geotechnical standpoint leaching is not recommended for establishing landscaping. If the surface soils are processed for the purpose of adding amendments, they should be recompacted to 90 percent minimum relative compaction. Gutters and Downspouts As previously discussed in the drainage section, the installation of gutters and downspouts should be considered to collect roof water that may otherwise infiltrate the soils adjacent to the structures. If utilized, the downspouts should be drained into PVC collector pipes or non-erosive devices that will carry the water away from the house. Downspouts and gutters are not a geotechnical requirement provided that positive drainage is incorporated into project design (as discussed previously). Subsurface and Surface Water Subsurface and surface water are generally not anticipated to significantly affect site development, provided that the recommendations contained in this report are properly incorporated into final design and construction and that prudent surface and subsurface drainage practices are incorporated into the construction plans. Perched groundwater conditions along zones of contrasting permeabilities may not be precluded from occurring in the future due to site irrigation, poor drainage conditions, or damaged utilities, and should be anticipated. Should perched groundwater conditions develop, this office could assess the affected area(s) and provide the appropriate recommendations to mitigate the observed groundwater conditions. Groundwater conditions may change with the introduction of irrigation, rainfall, or other factors. Site Improvements Recommendations for exterior concrete flatwork design and construction can be provided upon request. If in the future, any additional improvements (e.g., pools, spas, etc.) are planned for the site, recommendations concerning the geological or geotechnical aspects of design and construction of said improvements are recommended to be provided at that time. This office should be notified in advance of any fill placement, grading of the site, or trench backfilling after rough grading has been completed. This includes any grading, utility trench, and retaining wall backfills. Solana Vista Builders, Inc. 1038 Lands End Court, Carlsbad File:e:\wp1276O07647a.Ige GeOSoils, Inc. W.O. 7647-A-SC June 19, 2019 Page 11 b Footing Trench Excavation All footing excavations for any new foundations, should be observed by a representative of this firm subsequent to trenching and prior to concrete form and reinforcement placement. The purpose of the observations is to verify that the excavations are made into the recommended bearing material and to the minimum widths and depths recommended for construction. If loose or compressible materials are exposed within the footing excavation, a deeper footing or removal and recompaction of the subgrade materials would be recommended at that time. The Client may want to consider having a representative of GSI onsite at the start of foundation trenching to evaluate the depth to competent, bearing soils and to provide recommendations to the contractor for footing embedment of any new foundations. Footing trench spoil and any excess soils generated from utility trench excavations should be compacted to a minimum relative compaction of 90 percent, if not removed from the site. Trenching Considering the nature of the onsite soils, it should be anticipated that caving or sloughing could be a factor in subsurface excavations and trenching. Shoring or excavating the trench walls at the angle of repose (typically 25 to 45 degrees) may be necessary and should be anticipated. All excavations should be observed by one of our representatives and minimally conform to Cal-OSHA and local safety codes. Utility Trench Backfill All interior utility trench backfill should be brought to at least optimum moisture content and then compacted to obtain a minimum relative compaction of 90 percent of the laboratory standard. As an alternative for shallow (12-inch to 18-inch) under-slab trenches, sand having a sand equivalent value of 30, or greater, may be utilized and jetted or flooded into place. Observation, probing, and testing should be provided to verify the desired results. Exterior trenches adjacent to, and within, areas extending below a 1:1 plane projected from the outside bottom edge of the footing, and all trenches beneath hardscape features and in slopes, should be compacted to at least 90 percent of the laboratory standard. Sand backfill, unless excavated from the trench, should not be used in these backfill areas. Compaction testing and observations, along with probing, should be accomplished to verify the desired results. All trench excavations should conform to Cal-OSHA and local safety codes. Utilities crossing grade beams, perimeter beams, or footings should either pass below the footing or grade beam utilizing a hardened collar or foam spacer, or pass through the footing or grade beam in accordance with the recommendations of the structural engineer. Solana Vista Builders, Inc. W.O. 7647-A-SC 1038 Lands End Court, Carlsbad June 19, 2019 FiIe:e:\wp12\7600\7647a.1ge Crmftils, Inc. Page 12 ft. SUMMARY OF RECOMMENDATIONS REGARDING GEOTECHNICAL OBSERVATION AND TESTING We recommend that observation and/or testing be performed by GSI at each of the following construction stages that may occur. During grading/recertification. During significant excavation (i.e., higher than 4 feet). During placement of subdrains or other subdrainage devices, prior to placing fill and/or backfill. After excavation of building footings, retaining wall footings, and free standing walls footings, prior to the placement of reinforcing steel or concrete. Prior to pouring any slabs or flatwork, after presoaki ng/presatu ration of building pads and other flatwork subgrade, before the placement of concrete, reinforcing steel, capillary break (i.e., sand, pea-gravel, etc.), or vapor retarders (i.e., visqueen, etc.). During retaining wall subdrain installation, prior to backfill placement. During placement of backfill for area drain, interior plumbing, utility line trenches, and retaining wall backfill. During slope construction/repair. When any unusual soil conditions are encountered during any construction operations, subsequent to the issuance of this report. When any improvements, such as flatwork, spas, pools, walls, etc., are constructed. A report of geotechnical observation and testing should be provided at the conclusion of each of the above stages, in order to provide concise and clear documentation of site work, and/or to comply with code requirements. OTHER DESIGN PROFESSIONALS/CONSULTANTS The design civil engineer, structural engineer, architect, landscape architect, wall designer, etc., should review the recommendations provided herein, incorporate those recommendations into all their respective plans, and by explicit reference, make this report part of their project plans. This report presents minimum design criteria for the design of slabs, foundations and other elements possibly applicable to the project. These criteria Solana Vista Builders, Inc. W.O. 7647-A-SC 1038 Lands End Court, Carlsbad June 19, 2019 Fi1e:e:\wp12\76007647a.Ige GeOSoils, Inc. Page 13 should not be considered as substitutes for actual designs by the structural engineer/designer. The structural engineer/designer should analyze actual soil-structure interaction and consider, as needed, bearing, expansive soil influence, and strength, stiffness and deflections in the various slab, foundation, and other elements in order to develop appropriate, design-specific details. As conditions dictate, it is possible that other influences will also have to be considered. The structural engineer/designer should consider all applicable codes and authoritative sources where needed. If analyses by the structural engineer/designer result in less critical details than are provided herein as minimums, the minimums presented herein should be adopted. It is considered likely that some, more restrictive details will be required. If the structural engineer/designer has any questions or requires further assistance, they should not hesitate to call or otherwise transmit their requests to GSI. In order to mitigate potential distress, the foundation and/or improvement's designer should confirm to GSI and the governing agency, in writing, that the proposed foundations and/or improvements can tolerate the amount of differential settlement and/or expansion characteristics and design criteria specified herein. LIMITATIONS The materials encountered on the project site and utilized for our analysis are believed representative of the area; however, soil and bedrock materials vary in character between excavations and natural outcrops or conditions exposed during mass grading. Site conditions may vary due to seasonal changes or other factors. Inasmuch as our study is based upon our review, engineering analyses, and laboratory data, the conclusions and recommendations presented herein are professional opinions. These opinions have been derived in accordance with current standards of practice, and no warranty is express or implied. Standards of practice are subject to change with time. This report has been prepared for the purpose of providing soil design parameters derived from testing of a soil sample received at our laboratory, and does not represent an evaluation of the overall stability, suitability, or performance of the property for the proposed development. GSI assumes no responsibility or liability for work or testing performed by others, or their inaction; or work performed when GSI is not requested to be onsite, to evaluate if our recommendations have been properly implemented. Use of this report constitutes an agreement and consent by the user to all the limitations outlined above, notwithstanding any other agreements that may be in place. In addition, this report may be subject to review by the controlling authorities. Thus, this report brings to completion our scope of services for this portion of the project. Solana Vista Builders, Inc. W.O. 7647-A-SC 1038 Lands End Court, Carlsbad June 19, 2019 Fi1e:e:\wp12\7600\7647a.1ge G$oils, Inc. Page 14 The opportunity to be of service is sincerely appreciated. If you should have any questions, please do not hesitate to contact our office. Respectfully subm GeoSoils, Inc. No. 1340 i-Certified ( 171_ \ ohnp ranklin OPCAI..*° Engineering Geologist, C 40 DavidWe.e4 Civil Engineer, ACE MJS/DWS/JPF/jh Attachment: Appendix - References Distribution: (2) Addressee Solana Vista Builders, Inc. W.O. 7647-A-SC 1038 Lands End Court, Carlsbad June 19, 2019 Fi1e:e:wp12\7600\7647a.1ge GeOSoils, Inc. Page 15 REFERENCES American Concrete Institute, 2014a, Building code requirements for structural concrete (ACI 318-14), and commentary (ACI 318R-14): reported by ACI Committee 318, dated September. 2014b, Building code requirements for concrete thin shells (ACI 318.2-14), and commentary (ACI 318.213-14), dated September. 2004, Guide for concrete floor and slab construction: reported by ACI Committee 302; Designation ACI 302.1 R-04, dated March 23. American Society for Testing and Materials (ASTM), 1998, Standard practice for installation of water vapor retarder used in contact with earth or granular fill under concrete slabs, Designation: E 1643-98 (Reapproved 2005). 1997, Standard specification for plastic water vapor retarders used in contact with soil or granular fill under concrete slabs, Designation: E 1745-97 (Reapproved 2004). American Society of Civil Engineers, 2014, Supplement No. 2, Minimum design loads for buildings and other structures, ASCE Standard ASCE/SEI 7-10, dated September 18. 2013a, Expanded seismic commentary, minimum design loads for buildings and other structures, ASCE Standard ASCE/SEI 7-10 (included in third printing). 2013b, Errata No. 2, minimum design loads for buildings and other structures, ASCE Standard ASCE/SEI 7-10, dated March 31. 2013c, Supplement No. 1, minimum design loads for buildings and other structures, ASCE Standard ASCE/SEI 7-10, dated March 31. Blake, Thomas F., 2000, EQFAULT, A computer program for the estimation of peak horizontal acceleration from 3-13 fault sources; Windows 95/98 version. California Building Standards Commission, 2016a, California Building Code, California Code of Regulations, Title 24, Part 2, Volume 2 of 2, based on the 2015 International Building Code, 2016 California Historical Building code, Title 24, Part 8, 2016 California Existing Building Code, Title 24, Part 10, and the 2015 International Existing Building Code. 2016b, California Building Code, California Code of Regulations, Title 24, Part 2, Volume 1 of 2, Based on the 2015 International Building Code. GeoSoils, Inc. 2016c, California green building standard code of regulations, Title 24, Part 11, ISBN 978-1-60983-462-3. California Office of Statewide Health Planning and Development (OSHPD), 2019, Seismic design maps, https://seismicmaps.org/. Cao, T., Bryant, W.A., Rowshandel, B., Branum, 0., and Willis, C.J., 2003, The revised 2002 California probalistic seismic hazard maps, dated June, http ://www.conversation .ca. gov/cgs/rghm/psha/fault_parameters/pdf/documents /2002_ca_hazard maps. pdf. GeoSoils, Inc., 1996a, Soil corrosivity study results and concrete design parameters, Costa Do Sol Development, Carlsbad Tract CT 92-1, City of Carlsbad, San Diego County, California, W.O. 1770X-SC, dated February 14. 1996b, Final geotechnical report of rough grading, Costa Do Sol Development, Carlsbad Tract 92-1, City of Carlsbad, San Diego County, California, W.O. 1770-B-SC, dated December 9. 1995, Interim summary of rough grading, Lots 1-5, 17-20 and 91, costa Do Sol development, Carlsbad, California, W.O. 1770-B-SC, dated December 7. Kanare, H.M., 2005, Concrete floors and moisture, Engineering Bulletin 119, Portland Cement Association. M. J. Schiff & Associates, Inc., 1995, "Re: Soil Corrosivity Study, Greystone Homes, Inc., Costa Do Sol Development, Tract No. CT 92-1, Carlsbad, California, Your #1770X-SC," MJS&A #95174, dated December 8. Sowers and Sowers, 1979, Unified soil classification system (After U. S. Waterways Experiment Station and ASTM 02487-667) in Introductory soil mechanics, New York. State of California, 2019, Civil Code, Sections 895 et seq. Structural Engineers Association of California and California Office of Statewide Health Planning and Development, 2019, Seismic design maps, https://seismicmaps.org/ Solana Vista Builders, Inc. - Appendix Fi1e:e:\wp12\7600\7647a.1ge GeoSoils, Inc. Page 2 / 4LCO of Carlsbad CERTIFICATION OF SCHOOL FEES PAID This form must be completed by the City, the applicant, and the appropriate school districts and returned to the. City prior to issuing a building permit. The City will not issue any building permit without a completed school fee form. Project # & Name: Permit #: CBR2019-1112 Project Address: 1038 LANDS END CT Assessor's Parcel #: 2145312000 Project Applicant: TRUST CHRISTIAN SARA J LIVING TRUST 09-23-07 (Owner Name) Residential Square Feet: New/Additions: 598 'Second Dwelling Unit: Commercial Square Feet: New/Additions: City Certification: City of Carlsbad Building Division Date: 05/06/2019 Certification of Applicant/Owners. The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/developer of the above described project(s), or that the person executing this declaration is authorized to sign on behalf of the Owner. 21 Carlsbad Unified School District 6225 El Camino Real Carlsbad CA 92009 Phone: (760) 331-5000 FNI Encinitas Union School District 101 South Rancho Santa Fe Rd Encinitas, CA 92024 Phone: (760) 944-4300 x1166 San Dieguito Union H.S. District 684 Requeza Dr. Encinitas, CA 92024 Phone: (760) 753-6491 Ext 5514 (By Appt. Only) San Marcos Unified Sch. District 255 Pico Ave Ste. 100 San Marcos, CA 92069 Phone: (760) 290-2649 Contact: Katherine Marcelja (By Appt.only) FOR Vista Unified School District 1234 Arcadia Drive Vista CA 92083 Phone: (760) 726-2170 x2222 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED. The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may issue building permits for this project. Signature of Authorized School District Official Title: E CAfiLSBAD UNIFIED SCHOOL DISTRICT Name of School District: 5CAMINO REAL CARLSBAD, CA 92009 C FD 3 Community & Economic Development - Building Division Phone: C ?3 1-SZO 1635 Faraday Avenue I Carlsbad, CA 92008 1 760-602-2719 1 760-602-8558 fax I building@carlsbadca.gc.. Development Services (city of Carlsbad CLIMATE ACTION PLAN CONSISTENCY CHECKLIST B-50 Building Division 1635 Faraday Avenue (760) 602-2719 www.carlsbadca.gov PURPOSE This checklist is intended to assist building permit applicants identify which Climate Action Plan (CAP) ordinance requirements apply to their projects. Unless none of the requirements apply, the completed checklist must be included in the building permit application. It may be necessary to supplement the completed checklist with supporting materials, calculations or certifications, to demonstrate full compliance with CAP ordinance requirements. For example, projects that propose or require a performance approach to comply withenergy- related measures will need to attach to this checklist separate calculations and documentation as specified by the ordinances. .4 If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordinance, an explanation must be provided to the satisfaction of the Building Official. .4 Details on CAP ordinance requirements are available on the city's website. Application Information Project Name/Building Permit No.: ___ BP No.: C6 Q019 Property Address/APN: 16~315- ,i)ç 66A ti'ôc.t1 Applicant Name/Co.: j(e 4 L K fI2c.5 Applicant Address: , 3_7 /J - / q •'. Contact Phone: ( / L.. 7/ q-J63 p Contact Email: Contact information of person completing this checklist (if different than above): Name: Je1-I4 Contact Phone: / Company name/address: . )AA Contact Email: <'i4 . L&12-s-d_____________ 1T7 N A&-iei- I - /3iaiA, p• . Applicant Signature: kL.2__ _ki._7 Date: 6-50 Page 1 of 3 Revised 04/19 City of Carlsbad Climate Action Plan Consistency Checklist Use the table below to determine which sections of the Ordinance Compliance checklist are applicable to your project• For residential alterations and additions to existing buildings, contact the building counter for the building permit valuation. Building Permit Valuation (BPV) $ " Construction Type Complete Section(s) Notes: 1 Residential YO New construction I 1A I I O Alterations: 0 exempt BPV ~: $60,000 1A 1-2 family dwellings and townhouses with attached garages O Electrical service panel upgrade 1A only - Multi-family dwellings only where interior finishes are removed BPV ? $200,000 IA and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed Nonresidential O New construction 113 and 2 Alterations 2 11. Electric Vehicle Charging to Residential New construction and major alterations (or electric panel upgrade)* Please refer to Carlsbad Ordinance CS-349 when completing this section. - 13 One and two-family residential dwelling or townhouse with attached garage: One EVSE ready parking space required 0 Exception: - 0 Multi-family residential: 0 Exception: Total Parking Spaces Proposed EVSE Spaces Capable Ready Installed Total Calculations: Total EVSE spaces =J 0 x Total parking (rounded up to nearest whole number) EVSE Installed = Total EVSE Spaces x.50 (rounded up to nearest whole number) EVSE other= Total EVSE spaces - EVSE Installed (EVSE other may be 'Capable," "Ready" or "Installed.') *Major alterations are: (1) for one and two-family dwellings and townhouses with attached garages, alterations have a building permit valuation $60,000 indude an electrical service panel upgrade; (2) for multifamily dwellings (three units or more without attached garages), alterations have a building permit v ~t $200,000, interior finishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are pr( El Nonresidential new construction (includes hotels!motels) 0 Exception:___________________________________ Total Parking Spaces Proposed EVSE Spaces Capable Ready Installed Total Calculation: Refer to the table below: - Total Number of Parking Spaces provided Number of required EV Spaces Number of required EVSE Installed Spaces 0-9 1 1 - 10-25 2 1 - 26-50 4 2 - 51-75 6 3 - 76-100 9 5 - 101-150 12 6 - 151-200 17 9 - 201 and over 10 percent of total 50 percent of Required EV Spaces - ed4/12/2019 Upda City of Carlsbad Climate Action Plan Consistency Checklist 2. El Transportation Dmand Management (TOM) I List each proposed nonresidential use and gross floor area (GFA) allocated to each use. Employee ADTI1 ,000 square feet is selected from the table below. Use GFA Employee ADT for first 1,000 S.F. Employee ADT for each subsequent 1,000 S.F. Total Employee ADT Total If total employee ADT is greater than or equal to 110 employee ADT, a TOM plan is required. TOM plan required: Yes 0 •No 0 ( Employee ADT Estimation for Various Commercial Uses ADT for JThYYI1ii Office (a11)2 20 20 -Resurart 11 11 Retail3 . 8 4.5 !dutrial 4 3.5 Manufacturing . -...... 4 3 Warehousing 4. - I i Unless otherwise noted, rates estimated from ITE Trip Generation Manual, 1011 Edition 2 For all office uses, use SANDAG rate of 20 ADT/1 ,000 sf to calculate employee ADT Retail uses include shopping center, variety store, supermarket, gyms, pharmacy, etc. . Other commercial uses maybe subject to special consideration Sample calculations: Office: 20,450 sf 1. 20,450 sf11000 x 20 = 409 Employee ADT Retail: 9,334 sf - First l,0Ô0sf=8ADT 9,334 Sf- 1,000 sf= 8,334 sf (8,334 sf/1,000 x 4.5) + 8 = 46 Employee ADT Updated 4/12/2019 3 ccity of Carlsbad DETERMINATION OF PROJECTS SWPPP TIER LEVEL AND CONSTRUCTION THREAT LEVEL E-32 Development Services Land Development Engineering 1635 Faraday Avenue 760-602-2750 www.carlsbadca.gov I'm applying for: 0 Grading Permit 21 Building Permit 0 Right-of-way permit 0 Other Project Name: Christian Guest House Project ID: DWG #1CB#___________ Address: 1038 Lands End Court APN214-531-20-O0 Disturbed Area: .02 Ac Section 1: Determination of Project's SWPPP Tier Level SWPPP Tier (Check applicable criteria and check the corresponding SWPPP Tier Level, then go to section 2) Level Exempt - No Threat Proiect Assessment Criteria My project is in a category of permit types exempt from City Construction SWPPP requirements. Provided no significant grading proposed, pursuant to Tablel, section 3.2.2 of Storm Water Standards, the following permits are exempt from SWPPP requirements: 0 Exempt Electrical 0 Patio 0 Mobile Home 0 Plumbing 0 Spa (Factory-Made) El Fire Sprinkler 0 Mechanical 0 Re-Roofing 0 Sign 0 Roof-Mounted Solar Array Tier 3— Significant Threat Assessment Criteria - (See Construction General Permit (CGP) Section l.B)* My project includes construction or demolition activity that results in a land disturbance of equal to or greater than one acre including but not limited to clearing, grading, grubbing or excavation; or, My project includes construction activity that results in land disturbance of less than one acre but the construction activity is part of a larger common plan of development or the sale of one or more acres of disturbed land surface; or, My Project is associated with construction activity related to residential, commercial, or industrial Tier 3 development on lands currently used for agriculture; or My project is associated with construction activity associated with Linear Underground/Overhead Projec( ) (LUP) including but not limited to those activities necessary for installation of underground and overe A-' linear facilities (e.g. conduits, substructures, pipelines, towers, poles, cables, wire, towers, poles, qbles, regulating and transforming equipment and associated ancillary facili3eIJA nd. wires, connectors, switching, include but not limited to underground utility mark out, potholing, concrete and asphalt cutting ad/erIova! 4' g trenching, excavation, boring and drilling, access road, tower footings/foundation, pavempnt'cêpa\or replacement, stockpile/borrow locations. C Other per CGP Tier 2 - Moderate Threat Assessment Criteria: My project does not meet any of the Significant Th&at ' Assessment Criteria described above and meets one or more of the following criteria: Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad Municipal Code); or, Project will result in 2,500 sq. ft. or more of soils disturbance including any associated construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one or more of the additional following criteria: 0 Tier 2 located within 200 ft. of an environmental!y sensitive area or the Pacific Ocean; and/or, disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical; and/or disturbed area is located along or within 30 ft. of a storm drain inlet, an open drainage channel or watercourse; and/or construction will be initiated during the rainy season or will extend into the rainy season (Oct. 1 - Apr. 30) Tier I - Low Threat Assessment Criteria 21 My project does not meet any of the Significant or Moderate Threat criteria above, is not an exempt permit type per above and the project meets one or more of the following criteria: 10 Tier 1 results in some soil disturbance; and/or includes outdoor construction activities (such as roof framing, saw cutting, equipment washing, material stockpiling, vehicle fueling, waste stockpiling) Items listed are excerpt from CGP. CGP governs criteria torrnggers for Tier i vvt. ueveoperiowner snaii coniirm coverage unuer inc uueuL and any amendments, revisions and reissuance thereof. - __Page lof2 Vo1i l SWPPP Section 2: Determination of Project's Construction Threat Level Construction Tier (Check applicable criteria under the Tier Level as determined in section 1, check the Threat Level corresponding Construction Threat Level, then complete the emergency contact and Level signature block below) Exempt - Not Applicable - Exempt Tier 3 - High Construction Threat Assessment Criteria: My Project meets one or more of the following: Project site is 50 acres or more and grading will occur during the rainy season Project site is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA High Soil at site is moderately to highly erosive (defined as having a predominance of soils with Tier 3 USDA-NRCS Erosion factors krgreater than or equal to 0.4) Site slope is 5 to 1 or steeper Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 -April 30) Owner/contractor received a Storm Water Notice of Violation within past two years Tier 3— Medium Construction Threat Assessment Criteria Medium e All projects not meeting Tier 3 High Construction Threat Assessment Criteria Tier 2— High Construction Threat Assessment Criteria: My Project meets one or more of the following: Project is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA Soil at site is moderately to highly erosive (defined as having a predominance of soils with High USDA-NRCS Erosion factors kf greater than or equal to 0.4) Tier 2 0 Site slope is 5 t 1 or steeper Construction is initiated during the rainy season or will extend into the rainy season (Oct. 1 —Apr. 30) Owner/contractor received a Storm Water Notice of Violation within past two years Site results in 10,000 sq. ft. or more of soil disturbance Tier 2— Medium Construction Threat Assessment Criteria 0 Medium My project does not meet Tier 2 High Threat Assessment Criteria listed above Tier 1 - Medium Construction Threat Assessment Criteria: My Project meets one or more of the following: Owner/contractor received a Storm Water Notice of Violation within past two years Medium 0 e j Site results in 500 sq. ft. or more of soil disturbance Tier 1 Construction will be initiated during the rainy season or will extend into the rainy season (Oct.1 -April 30) 1 Tier I - Low Construction Threat Assessment Criteria 0 L ow My project does not meet Tier 1 Medium Threat Assessment Criteria listed above - - -- I certify to the best 01 my xnowieage mat me acove siatements are uue aria txnrem i win prepare aria 5UUf11II all appropriate uer level ovvrrr M UCLCIIIUUeU duvve prepared in accordance with the City SWPPP Manual. I understand and acknowledge that I must adhere to and comply with the storm water best management practices pursuant to Title 15 of the Carlsbad Municipal Code and to City Standards at all times during construction activities for the permit type(s) checked above. The City Engineer/Building Official may authorize minor variances from the Construction Threat Assessment Criteria in special circumstances where it can be shown that a lesser or higher SWPPP Tier Level is warranted. Emergency Contact Name: . - Telephone No: Keith Kulberg, Solana Vista Builders, Inc. 619-719-8030 Owner/Owner's Authorized Agent Name: Title: Dale Combs, CAPA Architecture, Inc. , f 1 President Date: I Owner/Owner's Authorized Agent Signature~~/4Z I May 6, 2019 I FAR (ITV 11SF ONLY City Concurrence: Yes No By: Date: E-32 Page 2 of 2 REV. 02116. I' • Is I'm applying for: o Grading Permit IE:tii1di'ngPémiit: E 7.7 L Qthë! Project Name Christ'an Guest House Project ID ___________ ___________ Address 1038 Lands End Coi,rt APN 214-53t20-P0 Dis 'd Area E 02 Ac .eç •1;:béteflTII ation.ofPrOJècVS SWPfler1LèveI SW PP (Check applicable criteria and check the corresponding SWPPP Tier Level, then go to section 2) Level :ernptNo1.reatrpaject A sessment Criteria My project is in a category of permit types exempt from City Qonstructon SWPPP requirements Provided no significant grading proposed, pursuanto Tablel section 32 2 of Storm Water Standards the followiog permits are exempt from SWPPP require ments Exempt Electncal 0 Patio Qr Mobiie Home 1.0 Plumbing 0 Spa (F.80OW-1. Fire Spnnkler 0 Mechanical 13 Re-Roofing 0 Sign D'Roof-Mounted Solar Tier 3— Significant Threat Assessment Criteria - (See Construction General Permit (CGP) Section I B)* 0 My project includes construction or demolition activity that results in'...a land disturbance of equal to or greater than one acre including but nofilimited4o clearing, grading, grubbing or excavation, or O My project includes construction actinty that results in land disturbance of less rthan one acre but the construction activity is part of a larger common plan of development or the sale of one or m.pre acres of disturbed land surface, or E3. My Project is associated with construction activity related to residential .09t. or industrial Tier 3 development prj lands currently used for agriculture or My, project is associated with construction actMty associated with Linear Undergound/Ovethead Projects (LUP) including bu not limited to those açtivities necessary for installation of1 underground and overhead linear facilities (e g conduits, scbstructures pipelines, towers, poles cables, wire towers poles, cables wires connectors, switching regulating and transforming equipment and associated ancillary facilities) and include 66t7,not limited to underground utility mark out potholin doncrete and asphalt cufting and emoal' trenching excavation bonrtg and drilling access roadl tower footings/foundation pavement repair or replacement stockpile/boii-ow locat,orts DQtherperCGP..... . ... ........................................ Tier 2 - Moderate Threat Assessment Criteria My project does not meet any' of the Significant Threat Assessment Criteria descñbed above and meets one or more of the following criteria Project requires a grading plan pursuant tothe Carlsbad Grading Ordinance(Chapter 15 16 of 7the Càrlsbd Municipal Code) or 13 Project will result in2 500 sq ft or çnore of soils distujbance including any associated constructionstaging stockpiling pavement removal equipment storage refueling and maintenan- 11ce areas and project meets one or more of the additional following criteria 0 Tier 2 located within 200 t of an environmentally sensitive area or the Pacific Ocean andIoz, disturbed rarea is located on a slope with a grade at or exceeding 5honzontal to I vertical and/or disturbed area is lbcated along or within 30 ft of a storm drain inlet ran open drainage channel or watercourse;.and/ár 0 construction will be initiated during the rainy season or will extend into the rainy season ............................................................... ...,...,.. 00• Tier I ::Low Th àtAssessrrènt criteria l My project does not meet any of the Significant or Moderate Threat criteria al,o,e is not an exempt permit type pe r above andlhe project meets one or more of the following criteria i ; results jfl 5ome.jFdjstüth. .. V includes outdoor construction activities. (such as roof framing, sawcutting, equipment washing, material stockpiling vehicle fueling waste stockpiling) .i(emsiiSted are excerpttrom telo0rmggerstor TeriSWPiI. .ueveiOperlOwner.shaii and any amendments revisions and reisuancë thereof E32 Peget0f2 REVO2I16 Section 2 Determination oI Project's Construction U-. j..ereI construction T uer (Check applicable criteria under the Tier Level as detennined in section 1, check the '.Threat-..-. corresponding Construction Threat Level, then complete the emergency contact and Level L eve - ....... ........... .....................:...... ...... :. .. :.:........... .. Exempt - Not Applicable - Exept p Tier 3 - High Construction Threat Assessment Criteria My Proiect meets one or more of the .fóllowing: ............... lj Project site is 50 acres or moieand grading will occur during the rainy-$. $Oh Project site is located within he Buena Vista or Agua Hedionda lagoon wtershed inside or within 200 feet of an enviroimefltally sensitive area (ESA) or discharges directly to an ESA Hi 0 Soil at site is moderately to highly erosive (defined+as having a predominance of'soils with Tier 3 USDA-NRCS Erossdri1factors ktgrêãter than or equal to 04) Site slope is 5 to I pr eçper 1. Construction is initiated during the rainy1 season or will extend into the rainy season (Oct 1 - April 30) Owner/co ntraãtor received a Storm Water Notice f Violation within past twc 1 iër—Médum M edium All projectsöt meeting Tier 3 HighConstructiön Threat Asesment Criteria - Tier 2 — High Construdron Threat Assessment Criteria My iroject meets one or more of the following El Project is located within the 8uena Vista or Agua jiedionda Lagooi watershed, inside or withIn 200 feet of an environmentally sensitive area (ESA) or dischäes diri"iectly to an ESA Soil at site is moderatelyto highly erosive (defined s having a predom!nnceof soils with Hi h g USDA-NRCS Erosion factors ki greater than or equal to 04) Tier 2 0 Site Clope Is 5 to I or steeper O Coistructibn is initited during the rainy season or will extend into the rainy season (Cct1•—Apr30) Owner/contractor received a Storm Water Notice of Violation within past two years Site results in 10 000sq ft or more of soil disturbance Tier2 - Medium Construction Threat Assessment Criteria Med 0 turn project does not meet Tier 2 High Threat Assessment Criteria hstçd above I-MédIum:onsfruction follo*ing Owner/contractor received a.Storm Water Notice of Violation within past two years Meu m Site results in 500 sq.-A or more of soil disturbance - Tier 1 construction will be initiated during the rainy season or will exthnd into the rainy season QAP1JI:.30) : ............... ...... .... ..... .......::: . ......... Tier I - Low Construction Threat Assessment Criteria Low O My project does not mee(Tier 1 Medium Threat Assessment Critena listed above rq !jpepa.ç;anasiom..nappropn.. aaoye prepared in accordance with the City SWPPP Manual I understand and acknowledge that I must adhere to and comply with the storm water best management practices pursuant to Title 15 ol the Crlsbad Munica1 Code and to City Standards a! all times dunng construction acjivrnes fôr the permit type(s) checked above The r. 0. City EngineerlBudding Oihciai may authohze minor vaifances from the Constnjction'Threat Assessment Cnteria in special circumstances where it can be shown that a or cit COncurn B. :Page,o.: R:O2/1I6J OR.CFFY:USONIã: ?e :j .NO ?nce: BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Erosion Con Tracking Non-Storm Water . Waste Management and Materials BMPs ) Sediment Control BMPs ° Control BMPs Management BMPs Pollution Control BMPs 0 CO 4-1 - Best Management Practice* 0 2 c .41 - - - (BMP)Description -3 c31 10 co 3W .flq Z • o 0 - - a o c o _ 0LT a a a - a > w o - o = = c r.i C C' 0 W C .2 C = cfl w C') .0 C) 2 Ls. &. C' - a C')> a C') .-. i_ C') 0 -.-. C') .E ..-.. 0 cn 0 i... CL . C CL 0 0 CL q) > C) 0 in 0 -i- C') 0 C') C) 0 D Cfl a a a 0 CASQA Designation —3 0) .-. N) * in CO N Go CD C1 N) C-4 rn 00 LO co Construction Activity W WLU LL C') C') U) C') C') C/) C') C') . Grading/SoilDisturbance ---- - Trenching/Excavation - - - --- - - - - - - - - - - - - - - Stockpiling - - -. - - - - - - - - - - - - - - - - - - - - - - Drilling/Boring - -- - - - - - - - - - - - — Concrete/Asphalt Sawcutting - - - - - - - - - - - - - - - - Concrete Flatwork - Paving . . - Conduit/Pipe Installation - - -- - - - - - - - - - - - - - Stucco/Mortar Work - - - - - - - - - - - - - - - - - - - - - - - - Waste Disposal - Staging/Lay Down Area - - -.--- - - - - - - - - - - - - --- Equipment Maintenance and Fueling - - - - - - - HazardousSubstanceUse/Storage - Dewatering - - - - - - - - - - - - - - Site Access Across Dirt ----i- -- - - - - - _lOther (list): I- - - - Instructions: Check the box to the left of all applicable construction activity (first column) expected to occur during construction. Located along the top of the BMP Table is a 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 constructionj from the list. Check the box where the chosen activity row intersects with the BMP column. Refer to the CASQA construction handbook for information and details of the chosen BMPs and how to apply them to the project. / PROJECT INFORMATION Site Address: _/_.Y /_a'M/2 Assessor's Parcel Number: Z/_Zo ' Emergency Contact Name: frZU' 4(j.ks 24 Hour Phone: 1_fr-.7/_-7 6. -O 6 Construction Threat to Storm Water Quality (Check Box) 0 MEDIUM LOW Page 1 of 1 REV11/17 STORM WATER COMPLIANCE FORM TIER I CONSThUCTION SWPPP - STORM WATER POLLUTION PREVENTION NOTES ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLA11ON OF EROSION AND SEDIMENT CONTROL BMPs WHEN RAIN IS EMINENT. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING. ORDER TO THE SATISFACTION OF THE CITY INSPECTOR AFTER EACH RUN—OFF PRODUCING RAINFALL. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY.THE CITY INSPECTOR DUE TO INCOMPLETE GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. ALL REMOVABLE PROTEC11VE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PECENT (407.). SILT AND OTHER DEBRIS SHALL BE REMOVED . AFTER EACH RAINFALL. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. THE CITY INSPEfiOR Si-iALL HAVE THE AUTHORITY TO ALTER THIS PLAN DURING OR BEFORE CONSTRUCTION AS NEEDED TO ENSURE COMPLIANCE WITH CITY STORM WATER QUALITY REGULATIONS. OWNER'S 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 NTH 11-115 CITY APPROVED TIER 1 CONSTRUCTION SWPPP THROUGHOUT THE DURA11ON OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE 91TY OF CARLSBAD ?4r1- g1A /6-el OWNER(S)/OWN 'S AGENT NA (PRINT) OWNER(S)/OWNER'S AGENT NAME 5NATURE) DATE E-29