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Home My WebLink About1667 CORTE ORCHIDIA; ; CBR2018-1700; Permit• Cqty Of Cailsbad,-~ Residential Permit Print Date: 10/10/2019 Permit No: CBR2018-1700 Job Address: 1667 Corte Orchidia Permit Type: BLDG-Residential Work Class: Addition Status: Closed - Finaled Parcel No: 2159502200 Lot it: Applied: 07/12/2018 Valuation: $62,786.66 Reference it: Issued: 01/17/2019 Occupancy Group: Construction Type: Permit Finaled: it Dwelling Units: Bathrooms: Inspector: CRenf Bedrooms: Orig. Plan Check U: Final Plan Check U: Inspection: 10/10/2019 1:12:18PM Project Title: - Description: TAN: 272 SF ADDITION /I 125 SF LOFT IN-FILL /I 60 SF REMODEL /I 217 SF DECK Applicant: Owner: IMELDA BERNARDO. COOWNER CHANG GLENN AND TAN DAl-NEE 1667 Corte Orchidia CARLSBAD, CA 92011 - Co-Applicant: HIGHLAND BUILDERS SERVICES 1934 Parker Mountain Rd Chula Vista, CA 91913-1694 619-948-9331 BUILDING PERMIT FEE ($2000+) $463.59 BUILDING PLAN CHECK FEE (BLDG) . $364.83 ELECTRICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL $43.00 GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION . $170.00 MECHANICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL $52.00 PLUMBING BLDG RESIDENTIAL NEW/ADDITION/REMODEL , ., $80.00 5B1473 GREEN BUILDING STATE STANDARDS FEE $3.00 STRONG MOTION-RESIDENTIAL $8.16 SWPPP INSPECTION FEE TIER 1- Medium BLDG $246.00 SWPPP PLAN REVIEW FEE TIER 1- MEDIUM •• $56.00 Total Fees: $1,486.58 Total Payments To Date: $1,486.58 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 (City o f Carlsbad RESIDENTIAL BUILDING PERMIT APPLICATION B-I Plan Check cDJ—r1o() Est. Value 7S PC Deposit Date Job Address 10 7 CCTE ORCIIIDIA Suite:APN: I5 I2.0 2200 CT/Project #: Lot #: Fire Sprinklers( / no Air Conditioning: no BRIEF DESCRIPTION OF WORK: LJ V1146 -P PW MI&Y tWM -400 Q&J (2 _1PZO' ACO At/ rAZ4e z STM P., Ava NOV a=HC& c 2,Vb PLCO& 1 9 Addition/New: 3AIr New SF, 741r Deck SF, Patio SF, Garage SF I Is this to create an Accessory Dwelling Unit? Yes / No New Fireplace? Yes / No, if yes how many? LI Remodel: SF of affected area Is the area a conversion or change of use? Yes / No O Pool/Spa: SF Additional Gas or Electrical Features? 0 Solar: KW, _Modules, Mounted, Tilt: Yes / No, RMA: Yes / No, Panel Upgrade: Yes / No, Battery Yes / No Reroof: O Plumbing/Mechanical/Electrical Only: 0 Other: APPLICANT (PRIMARY) PROPERTY OWNER Name: _±yYt7ic' 0 Name: iv,t j—,i,i Address: 4r1-W4orri Address: I (ft(l"_Cjc -Q !Z.oil Of .4 City: t%4L.J1 State: C"Zip: QIQ13 City: State: C.#_Zip: 'p)) Phone: pig Q('(#3 Phone: 44q Email:p Ie r _ya IiO C)' Email:____________________________ DESIGN PROFESSIONAL CONTI OR BI S SS Name:(1 k1OL lT '4fl I 2 Nam Address: ! 0.. 4' f 0544 Addr City: FlZ4tJ& 'lAU4ate: CIA Zip: c4? 9 City:fl S. Phone: (yq __fl-55 Phon _1-g- Email: Email: __UUI1'W.._711rl'V _L4 Architect1tate License: C5'3 i State License:\DI DG& 0 Bus. License: _AnnIuc 4. rr (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he/she is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code} or that he/she is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500}). 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carIsbadca.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: O 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 performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Company Name: Policy No. Expiration Date: 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 1 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 jidition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. CONTRACTOR SIGNATURE: (OPTION B ): OWNER-BUILDER DECLAR4TION: I hereby affirm that lam exempt from Contractor's License Law for the following reason: DAGENT DATE: O I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). O I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). O I am exempt under Section Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 Yes 0 No I (have / have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number): I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address) phone / contractors' license number): I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work): OWNER SIGNATURE: DAGENT DATE: CONSTRUCTION LENDING AGENC, IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (I) Civil Code). Lender's Name: Lender's Address: ONLY COMPLETE THE FOLLOWING SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 Yes 0 No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 Yes 0 No Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? DYes 0 No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. APPLICANT CERTIFICATION: I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY INCONSEQUENCE OF THE GRANTING OF THIS PERMIT.OSHA: An OSHA permit is required for excavations over 5'O' deep and demolition or construction of structures over 3 stones in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any tim ie after the work is commenced for a period of 180 days (Sectio 06.4.4 Uniform ing Code). APPLICANT SIGNATURE: DATE: I - 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Buildingccarlsbadca.gov B-I Page 2 of 2 Rev. 06/18 Permit Type: BLDG-Residential Application Date: 07/12/2018 Owner: COOWNER CHANG GLENN AND TAN DAI-NEE Work Class: Addition Issue Date: 01/17/2019 Subdivision: CARLSBAD TCT#98-17 HADLEY PROPERTY Status: Closed - Finaled Expiration Date: 12/24/2019 Address: 1667 Corte Orchidia Carlsbad, CA 92011-4066 IVR Number: 12494 Scheduled Actual inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready. Needs to be wrapped and water No tight, including deck above kitchen off master bedroom. Need to connect 3 inch wasteline for water closet in master bathroom with clean out and topped out to test for leaks. Master bathroom shower needs hot mop test BLDG-14 . No Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout No BLDG-34 Rough Electrical No BLDG-44 No Rough-Ducts-Dampers 0511512019 0511512019 BLDG-84 Rough 091920.2019 Passed Chris Renfro Complete Combo(14,24,34,44) Checklist item COMMENTS Passed BLOC-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 05/2012019 0512012019 BLDG-17 Interior 092501.2019 Passed Michael Collins Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Received CF-611 for insulation installation Yes 06I2712019 06127I2019 BLDG-18 Exterior 095914.2019 Passed Andy Krogh Complete LathlDrywall 10/1012019 10/10/2019 BLDG-Final 107222-2019 Passed Chris Renfro 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 October 10, 2019 Page 2 of 2 Permit Type: BLDG-Residential Application Date: 07/12/2018 Owner: COOWNER CHANG GLENN AND TAN DAl-NEE Work Class: Addition Issue Date: 01/17/2019 Subdivision: CARLSBAD TCT#98-17 HADLEY PROPERTY Status: Closed - Finaled Expiration Date: 12/24/2019 Address: 1667 Corte Orchidia Carlsbad, CA 92011-4066 IVR Number: 12494 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Reinspection Complete Date Start Date - 0312112019 0312112019 BLDG-11 086688.2019 Cancelled Chris Renfro Reinspection Complete FoundationlFtglPier $ (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency No 0312212019 03/22/2019 BLDG-11 086832-2019 Partial Pass Chris Renfro Reinspection Incomplete FoundationlFtg/Pler a (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Inspected rebar and footings/foundation for . 'Yes addition and deck and Den addition. 01< to pour. Collected soils report. 05/0712019 05/0712019 BLDG-11 091227-2019 Passed Chris Renfro FoundationlFtglPler S (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Inspected pier footings for exterior spiral Yes staircase. OK to pour BLDG-83 Roof 091226-2019 Passed Chris Renfro Sheeting, Exterior Shear (13,15) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-13 Shear Panels-HO (ok Yes to wrap) BLDG-15 Roof . Yes Sheathing-Reroof Complete Complete 0510812019 BLDG-84 Rough 091281-2019 Combo(14,24,34,44) Checklist Item BLDG-Building Deficiency BLDG-14 Frame-Steel-Bolting-Welding (Decks) BLDG-24 Rough-Topout BLDG-34 Rough Electrical BLDG44 Rough-Ducts-Dampers 0511312019 05/1312019 BLDG-84 Rough 091720-2019 Combó(14,24,34,44) Failed Chris Renfro Reinspection Complete COMMENTS Passed Not ready. Needs to be wrapped and water No tight. No No No No Failed Chris Renfro Reinspection Complete October 10, 2019 Page lot 2 Carlsbad CBR2018- 1700 11/6118 4 CITY OF CARLSBAD SPECIAL INSPECTION AGREEMENT B-45 Dcvelonment 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- 1067 CoT415 012tI jDM C,kitLg j3y C11 q2oI/ THIS SECTION MUST BE COMPLETED BY THE PROPERTY OWNERIAUTHORIZEO AGENT. Please check if you are Owner-Builder (3. (II you checked as owner-builder you must also complete Section B of this agreement) Name: (Please ptintl /"A/JOti lj) P ,/2.4ifE2. rlrit) (MI) Mailing Addres5J f?Lfli0 VAUt_,2_LQ Email4Q4 OA/ø' )',am O4t ' Phone- lam: UProperty Owner UProperty Owner's Agent of Record 0 Architect of Record ngineer of Record State of California Registration Number..' 9X 7/ Expiration Ozye 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 o approved plans and, as requited by the California Building Code. Signature: - Date:___________________ CONTR TOR ST ME NT OF SPONSIBILITY (07 CBC, Ch 17, Section 1706). This section must be completed by the contractor! bur er - i r. Contractor's Company NameiI1U4'P 'I11 )WiJ sW') 'P)ease check if ycu are Owner-Builder 0 Name: (Please print) 1)tO L 3 wN 0 ç, Mailing Address :_'Cl 14- W4Vci t414( (4 I cW1Y EmaiI:_J1)ilO ( C4I 6101 1 Cjè -Cj' State of California Contractor's Ucense Number: !ILD%Q a tp 0 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 contractors) organization, for the method and frequency ohreporting and the distribution of the reports; and I certify that will have a qualified person within our (the contractors) organization to exercise such control. twill nrovidd a final report/letter in compliance with CBC Section 1704.12 erior treguestlncz final inspection. I I pature: Data: oI 10I B-45 • Page 1 of I Rev. 08/1I Carlsbad CBR2018- 1700 11/6/18 Development Services (.7City of WASTE MANAGEMENT Building Division Carlsbad PLAN 1635 Faraday Avenue 76O602•Z719 B59 www.carlsbadca.gov Owner Contractor Job Address: Phone umber: Permit I,% Estimated (test of Project S___________________________________ Type of Project o New Construction 0 Remodel or T.I. []Residential 0 Commercial 0 Deniolilion (check all that apply) fl Other Nonhazardous construction waste generated during the course of this project shall be recycled and/or salvaged for reuse at a minimum 0150% per cALGreen Srkt 5.408.1. Failure to comply may result in a penalty Ice up to $1.000. For projects which consist of mainly equipment and/or racking. that have a combined weight of new construction disposal that does not exceed 2 lbs per square foot of building area affected by this permit. may be deemed to meet the 5096 minimum requirement upon approval of Building oepartmnenl. ALTERNATIVE FORMS OF COMPLIANCE: (If selected, do not complete Tables I & 2 below) 0 Construction waste shall not exceed 2 tbs. persi. of area. All receipts shall be provided to the Building Official prior to final. (This option not applicable for most construction projects.) Square Feet at construction area X 2 lbs. = tbs. of allowable waste. 0 I plan on using a WASTE MANAGEMENT roll-off bin. All receipts shall be provided to the Building Official prior to Final. Table 1 - Estimated Waste (To be filled out prior to permit issuance - refer to example on Page 2.1 MATERIALS lbs. of waste to be taken to LANDFILL Ih. of waste to he RE-USED or RECYCLED Waste Hauling Company or Re-Use Method Asphalt! Concrete Brick! Masonry Curdbourd Drywall Landscape Debris Lumber/ Wood Metals Mixed Waste Trash / Garbage Other: TOTAL Ibs: Estimated Percentage to be Re-Used or Recycled % I certify that the information provided heroin, to the best of my knowledge. is true and correct. Contractor or Owner(pnnt nanlel Contractor or Owner (signature) Date Official Use Only D Plan Approved C Plan Denied 0 Project Valuation Approved Reviewed / Approved by: Page 1 of 2 La Martin R. Owen PE, GE City of Carlsbad MAR 222019 Geotechnical Engineer Tel: 619-813-8462 BUILDING DIVISION Email: martinowengeotechengineer.com RECORD Copy- SPECIAL INSPECTION FIELD REPORT ADDRESS:1667 Corte Orchidia Carlsbad, CA 92011 DATE: 3-15-9 CONTRACTOR: Highland Building Services REFERENCE: Preliminary Geotechnical Investigation Propose Room Additions 1667 Corte Orchidja Carlsbad, CA 92011 Notes: Scott Burns, P.E., observed footing excavations for proposed additions on 3-15-19. Footings were observed and probed to extend into firm and unyielding natural soils. The geotechnical conditions were as anticipated in the referenced geotechnical report. The footings extend to the proper depth and are suited for the intended improvements. All loose material shall be removed prior to pouring of concrete. If you have any questions, please call. Martin R. Owen PE, GE Geotechnical Engineer EsGil A SAFEbulittompany DATE: 12/18/2018 0 APPLICANT URIS. ,01 JURISDICTION: Carlsbad> PLAN CHECK#.: CBR2018-1700 SET:V PROJECT ADDRESS: 1667 Corte Orchidia PROJECT NAME: Addition and Remodel for Tan Residence The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. 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: 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: Telephone #: Date contacted: ->) Email: Mail Telephone Fax Ii4erson REMARKS: Set IV has been slip sheeted and is now approved set V. Prior to final approval at the jurisdiction: I) Slip sheet updated sheets into any set IV's at the City. 2) Update re -clouded shear wall schedule callouts on sheets SI and S2 for any additional copies at the City 4t, By: Ryan Murphy (for T.F.) Enclosures: EsGil 12/10/2018 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil A SAFEbuittCompany DATE: 11/29/18 JURISDICTION: Carlsbad U APPLICANT U JURIS. PLAN CHECK#.: CBR2018-1700 PROJECT ADDRESS: 1667 Corte Orchidia SET: IV PROJECT NAME: Addition and Remodel for Tan 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. 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: Imelda Bernardo El 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: Imelda Bernardo Telephone #: 619 861-7865 Date contacted: (by: ) Email: bpber@yahoo.com Mail Telephone Fax In Person El REMARKS: By: Tamara Fischer Enclosures: EsGil 11/19/18 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad CBR20 18-1700 11/29/18 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. 11/29/18: The notes in underlined, bold font are current. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil and the Carlsbad Planning, Engineering and Fire Departments. Bring TWO corrected set of plans and calculations/reports to EsGil, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. FOUNDATION AND STRUCTURAL A. 11/29/18: It was noticed that column 6 is not listed on the column schedule. sheet SI. 31, Please provide calculations for lateral loads along with associated shear transfer detailing on the plans. 11/6118: The lateral calculations provided on sheets 16 and 17 are incomplete and the calculation on page 17 is difficult to follow. The following corrections apply. 11/29/18: Revised Calculations were received. The following underlined comments apply: Provide complete shear transfer detailing for each separate condition. 11/29/18: Please provide a shear transfer detail for the new shear wall at grid I at the floor level. Why were calculations provided only for grids I and grid 2 lower level? Please provide -complete lateral calculations for this project. 11/29/18: Revised calculations were received. The following underlined corrections and comments apply. This building does not fit the building frame system designation for use with table 12.2-I ASCE 7-10. It is a bearing wall system, so the wood shear walls should be designed for an R-Value of 6.5. See the definitions in chapter II. ASCE 7-10. Some of the existing shear walls at the lower level per the calculations are not shown, for example at grids B/C and D. Additionally, please show all the lower level shear walls on the foundation plan. CONTINUED Carlsbad CBR2018- 1700 11129118 ii) Some of the shear wall callouts do not match the shear schedule on the plans which has different numbers than the one in the calcs (ie. where type 10 and 12 are called out). Please revise to match. d) It is unclear what is resisting the lateral load at grid 2. If cantilevered columns are intended at any location, comply with the following: Please use the correct R-value from ASCE 7-10 table 12.-I. Calculations are difficult to follow, but it appears the analysis is intended to be based on a moment frame at grid 2 and a dual system. Grid 2 does not have a moment frame. There is not a continuous beam between the columns and the column to beam connections are pinned. It also does not qualify as a dual system. If a moment frame were to be used, complete calculations for the moment frame would be required along with specification of the type of moment frame and all requirements for that type shown. If cantilevered columns are to be used, column calculations for combination bending and axial loads and calculations for the other elements listed in ii) below are required, using the correct R-value, based on the type of cantilevered column to be used with all requirements shown on the plans. Provide column, baseplate and footing calculations, including the lateral loads. (Column calculations provided include only axial loads). ill) Check story drift for compliance with table 12.12-1, ASCE 7-10. This still applies. iv) Provide complete baseplate and footing detailing to match above required calculations. The footings currently shown will likely not be adequate for cantilevered columns. CALIFORNIA GREEN CODE 38. Please submit the Carlsbad special form for Waste Management (included). Completed form was not included. This will be required at permit issuance. CONTINUED Carlsbad CBR20 18-1700 11/29/18 MISCELLANEOUS To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes E3 No U The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Tamara Fischer at EsGil. Thank you. EsGil A SAFEWIV Company DATE: 11/6/18 0 APPLICANT ,%JuRIs. JURISDICTION: Carlsbad PLAN CHECK #.: CBR2018-1700 SET: III PROJECT ADDRESS: 1667 Corte Orchidia PROJECT NAME: Addition and Remodel for Tan 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. El 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. El The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact.person. The applicant's copy of the check list has been sent to: Imelda Bernardo. 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: Imelda Bernardo D ontacted:t,/611r (byi- 6viaii Telephone Fax In Person El REMARKS: By: Tamara Fischer EsGil 10/30/18 Telephone #: 619 861-7865 Email: bpber©yahoo.com Enclosures: 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad CBR20 18-1700 11/6/18 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil and the Carlsbad Planning, Engineering and Fire Departments. Bring TWO corrected set of plans and calculations/reports to EsGil, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. EXITS, STAIRWAYS, AND RAILINGS I see a guard rail detail referenced at the new deck, but it is incomplete and doesn't match the elevations which show wall sections only at the ends, with intermediate posts supporting the guardrail. The attachment of the wall / posts to supporting framing needs to be designed and detailed to resist the 200 lb load perpendicular to the rail. Also, the detail mentions an 8' vertical support into the stringer. This is unclear as there is no stringer at this condition. Section R312. Detail 5/S2 is still referenced at the deck guardrail and does not match the rail shown on the elevation. I see a calculation was provided, but it is difficult to follow and does not seem to relate to the detail. Also railing notes state they must be able to resist 20 plf. They must be able to resist a point load of 2001b in any direction at the top rail. Please revise notes at detail 5/S2 and keynote 11 on sheet A2.1. 11/6/18: I see that detail 5/S2 is revised, but the bottom connection at the intermediate post is not detailed. Provide and reference a complete interior guard detail for the open side of the new office, showing capability to resist the 200 lb point load. Section R312. 11/6/18: I see detail 9/S2 is referenced for interior guard. The following corrections apply: The connection of the railing at the side walls and the bottom connection of the intermediate posts are not detailed. Left side dimension is 3'0" minimum. 3'6" is required. CONTINUED Carlsbad CBR20 18-1700 11/6/18 10. The stair Plan provided is based on the 2013 CRC. Please provide a current plan which is wet stamped and signed by the design engineer. 11/6/18: I see that a revised, wet stamped sheet SS-1 showing that it is an approved standard plan to current code is included in this submittal. Please remove or cross out stair information now imprinted on sheet S3 to avoid confusion in the field. ROOFS/DECKS 15. 10/S2 conflicts with floor plan note 14 on sheet Al. 1. Please coordinate and, if 10/S2 is to be used, specify the thickness of the lightweight concrete and verify that correct dead load was used in the calculations. I 0/S2 still states Pli Deck is to be used. Please correct to agree with keynote 14 on sheet Al. 1. 11/6/18: I see that the Ph-Deck is now intended. Please specify Class A installation per City Ordinance. FOUNDTION AND STRUCTURAL 21. 6/SI does not appear to be accurate where existing slabs and footings occur. 11/6/18: 6/SI is still referenced at some locations where existing slabs and footings occur (for example, at FB6 and FB4 interior supports) and does not reflect the existing portions of the condition. Please reference an accurate detail at those locations. Per the calculations, FB7 should be a 5 %" x 18" PSL. Width is called out as 3 1/2" on the plan. I see beam width was corrected. Please ensure that the callout at the beam matches the framing schedule. 11/6/18: Please detail support of floor and roof framing at the new steel beam (FIB-7). Please show that existing beams at approximately grid B and existing double joists supporting new floor joists are adequate for new plus existing loads. Also show on the plans how these double joists are connected to each other. 11/6/18: Please provide a signed and sealed calculation for the double joists which includes all loads supported by them (including wall and roof above) and provide a detail for the connection of the two TJls and their support of the floor joists. 8/S2 does not show this and is not accurate for the condition. 30. The designer shall complete the city's "Special Inspection Agreement" (Included). 11/6/18: This will be required at permit issuance. CONTINUED Carlsbad CBR2018-1700 11/6/18 31, Please provide calculations for lateral loads along with associated shear transfer detailing on the plans. 11/6/18: The lateral calculations provided on sheets 16 and 17 are incomplete and the calculation on page 17 is difficult to follow. The following corrections apply: Provide complete shear transfer detailing for each separate condition. Why were calculations provided only for grids I and grid 2 lower level? Please provide complete lateral calculations for this project. Please clarify the vertical (section 12.8.3 ASCE 7-10) and horizontal distribution of the lateral loads. It is unclear what is resisting the lateral load at grid 2. If cantilevered columns are intended at any location, comply with the following: Please use the correct R-value from ASCE 7-10 table 12.4. Provide column, baseplate and footing calculations, including the lateral loads. (Column calculations provided include only axial loads). ill) Check story drift for compliance with table 12.12-1, ASCE 7-10. iv) Provide complete baseplate and footing detailing to match above required calculations. CALIFORNIA GREEN CODE 38. Please submit the Carlsbad special form for Waste Management (included). Completed form was not included. This will be required at permit issuance. MISCELLANEOUS To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes 13 No L3 The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Tamara Fischer at EsGil. Thank you. EsGil A SAFEbuitt!Cornpany DATE: 10/3/18 JURISDICTION: Carlsbad PLAN CHECK #.: CBR2018-1700 SET: II PROJECT ADDRESS: 1667 Corte Orchidia PROJECT NAME: Addition and Remodel for Tan Residence U APPLICANT U .JURIS. LI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. LI The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. 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: Imelda Bernardo 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: lmlda Be r rdo Telephone #: 619 861-7865 Date conta : U1/L (by:,) Email: bpberyahoo.com Mail Telephone Fax In Person LI REMAR By: Tamara Fischer Enclosures: EsGil 9/25/18 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad CBR2018- 1700 10/3/18 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil and the Carlsbad Planning, Engineering and Fire Departments. Bring TWO corrected set of plans and calculations/reports to EsGil, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. PLEASE NOTE: I did not receive any written responses to the corrections. I did my best to complete the re-check without them. Sheet A1.2 was not included in the submitted set (there were two copies of sheet A2.1 instead, so some of the corrections may have been on that sheet. FIRE PROTECTION 5. Please show on the plans smoke alarms per note #9 on sheet A1.2 and the following positioning requirements: They shall be not less than 3' from the door opening of a bathroom. They shall be at least 20' from a cooking appliance. They shall be at least 3' from supply registers of heating/cooling systems. They shall be at least 3' from the tip of the blade of a ceiling-mounted fan. No response found. CONTINUED Carlsbad CBR20 18-1700 10/3/18 6. When alterations, repairs or additions are proposed for dwelling units within which fuel-burning appliances are installed (and in dwelling units having attached garages), the dwelling unit shall be provided with carbon monoxide alarms located as required for new dwellings; the carbon monoxide alarms shall be interconnected and hard wired. Exception: Carbon monoxide alarms in existing areas need not be interconnected and hard wired where the alterations or repairs do not result in the removal of interior wall or ceiling finishes exposing the structure, unless there is an attic, crawl space, or basement available which could provide access for hard wiring and interconnection without the removal of interior finishes. Section R315.2. Please show them. Outside each separate sleeping area in the immediate vicinity of the bedrooms. On each story, including basements. No response found. EXITS, STAIRWAYS, AND RAILINGS I see a guard rail detail referenced at the new deck, but it is incomplete and doesn't match the elevations which show wall sections only at the ends, with intermediate posts supporting the guardrail. The attachment of the wall / posts to supporting framing needs to be designed and detailed to resist the 200 lb load perpendicular to the rail. Also, the detail mentions an 8' vertical support into the stringer. This is unclear as there is no stringer at this condition. Section R312. Detail 51S2 is still referenced at the deck guardrail and does not match the rail shown on the elevation. I see a calculation was provided, but it is difficult to follow and does not seem to relate to the detail. Also railing notes state they must be able to resist 20 plf. They must be able to resist a point load of 2001b in any direction at the top rail. Please revise notes at detail 51S2 and keynote 11 on sheet A2.1. Provide and reference a complete interior guard detail for the open side of the new office, showing capability to resist the 200 lb point load. Section R312. No response found. CONTINUED Carlsbad CBR20 18-1700 10/3/18 10. The stair Plan provided is based on the 2013 CRC. Please provide a current plan which is wet stamped and signed by the design engineer. If it is an approved standard plan (City of San Diego, City of LA, ICC, etc), the approval stamp must be on the plan. Otherwise, provide complete calculations and show compliance with all requirements in R311.7, including headroom of 6'6" and the following which is new to the 2016 Code: Stair plan included with this submittal states it is based on an LA City approved standard plan, but there is no approval stamp on it. It also does not appear to be wet signed by the engineer as required. The original correction still applies. a) Minimum run is 6-3h inches measured at the walkline (which is not greater than 24W'). See the figure below. Previous method for measuring tread depth -: Mm. tread depth Tread \ \l 71/2 in. 27.692 6314' n. degrees Walkline 12 Mitt Measuring the tread of spiral stairs at the intersection of the tread nosings and the walkline Max. 121/2 in, radius Maximum walkline radius for a spiral stairway CONTINUED Carlsbad CBR2018- 1700 10/3/18 ROOFS/DECKS 11. Please show minimum %" :12 slope for drainage to deck drain and show / detail how it will be achieved. Please indicate on the plan how the slope will be achieved. Enclosed framing in wood exterior balconies and decks shall be provided with openings that provide a net free cross ventilation area not less than 1/150 of the area of each separate space. CBC Section 2304.12.2.6, as amended by emergency building standards. It is unclear from 6/A2.1 how the joist spaces will be vented. Please clearly show the location of the vents and their sizes on the plan. 10/S2 conflicts with floor plan note 14 on sheet Al. 1. Please coordinate and, if 10/S2 is to be used, specify the thickness of the lightweight concrete and verify that correct dead load was used in the calculations. I0IS2 still states Pli Deck is to be used. Please correct to agree with keynote 14 on sheet A1.1. FOUNDTION AND STRUCTURAL 19. The soils engineer recommends 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." Please provide the above note on the foundation plan. 6/SI does not appear to be accurate where existing slabs and footings occur. No response found. Show distance from new foundations to edges of cut or fill slopes ('distance-to- daylight") and show slope and heights of cuts and fills. Comply with Section R403.I.7. No response found. CONTINUED Carlsbad CBR20 18-1700 10/3/18 23. Please provide an upper roof framing plan showing the span and support points for existing roof framing members. Additionally, please show all existing floor framing at the framing plan on sheet S2. (Needed for verification of loading). The following beams need to have corrections to their loading based on existing framing supported: FB3 supports a varying existing roof load from above up to 13' tributary. F134 supports a variable existing roof load up to 7.5'. The point load to FB4 from F135 is to low (See below) FB5 supports lower and upper roof loads. FB6 point load will change due to FB3 and FB7 loading. F137 supports varying floor load (up tot 8.5') and the tributary width for roof loads is 17.5' (including upper and lower roofs). 25. Deck and floor live load should not be input as a roof live load in Enercaic and total deflection for floor I deck loads should be limited to a maximum of 1/240. I see loading input was corrected, but the floor and deck beam calcs are still based on a total deflection of 11180. All of the beams currently comply with 1/240, but that may change with the above loading corrections. Per the calculations, F137 should be a 5 1/2" x 18" PSL. Width is called out as 3 1/2" on the plan. I see beam width was corrected. Please ensure that the callout at the beam matches the framing schedule. Please show that existing beams at approximately grid B and existing double joists supporting new floor joists are adequate for new plus existing loads. Also show on the plans how these double joists are connected to each other. No response found. 30. The designer shall complete the city's "Special Inspection Agreement" (Included). Completed agreement was not found. 31, Please provide calculations for lateral loads along with associated shear transfer detailing on the plans. This was not found. 32. Detail referencing needs review, for example: c) 3/S2 referenced at the connection of existing beam to FB-4 does not fit. Please call out the spacing of the bolts at detail 2IS2 now called out at that location. CONTINUED Carlsbad CBR20 18-1700 10/3/18 PME For new outlets: Specify GFCI protected outlets for locations described in NEC 210.8(A): Laundry areas, kitchen dishwashers, kitchens, garages, bathrooms, outdoors, within 6' of a sink, etc. Not found. A balcony, deck, or porch that is accessible from the interior of the dwelling will require a minimum of one receptacle outlet. CEC 210.52(E) (3). This receptacle must be GFCI protected and weather protected. Not found. Per CEC Article 210.11(C)3, note on the plans that bathroom circuiting shall be either: A 20-ampere circuit dedicated to each bathroom, or At least one 20 ampere circuit supplying only bathroom receptacle outlets. Not found. As of 7/1/18, new showerheads may not exceed 1.8 GPM of flow. CPC section 412. Please revise general floor plan note 5 on AI.1 and plumbing note 5 on Al. 2. Not corrected on sheet A1.1. A1.2 not included. CALIFORNIA GREEN CODE Please submit the Carlsbad special form for Waste Management (included). Completed form was not included. ENERGY CONSERVATION Residential Energy Lighting Requirements (for new light fixtures): ES 150.0(k) Corrections 42-46 were not found. All installed luminaires shall be high-efficacy in accordance with ES TABLE 150.0-A. Light sources that are not marked "JA8-2016-E" shall not be installed in enclosed luminaires. ES 150.0(k) In bathrooms, garages, laundry rooms, and utility rooms at least one luminaire shall be controlled by a vacancy sensor. Dimmers or vacancy sensors shall control all LED style luminaires. Two exceptions: Fixtures installed in hallways or (closets under 70 square feet). Recessed can light fixtures shall be IC listed, air-tight labeled, and not be equipped with a standard medium base screw shell lamp holder. ES 150.0(k) SFD outdoor lighting fixtures that are attached to a building are required to be high efficacy, be manually on/off switch controlled, and have both motion sensor and photocell control. See ES 150.0(k) 3 for additional control options. CONTINUED Carlsbad CBR2018-1700 10/3/18 A. It was noticed that the referencing for sections A-A and B-B, sheet A2.1 are switched throughout the plans. Please correct. MISCELLANEOUS To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes 13 No U The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Tamara Fischer at EsGil. Thank you. EsGil A SAFEbuRtCompany DATE: 7/26/18 JURISDICTION: Carlsbad PLAN CHECK #.: CBR2018-1700 SET: I PROJECT ADDRESS: 1667 Corte Orchidia PROJECT NAME: Addition and Remodel for Tan Residence U APPLICANT eld 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. LII 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: Imelda Bernardo 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: Imelda Bernardo Telephone #: 619 861-7865 Date canta d: 1(2 It" (b Email: Email: bpberyahoo.com Telephone,. Fax In Person By: Tamara Fischer Enclosures: EsGil 7/16/18 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Ôarlsbad CBR20 18-1700 7/26/18 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK #.: CBR2018-1700 JURISDICTION: Carlsbad PROJECT ADDRESS: 1667 Corte Orchidia FLOOR AREA: 125 sq ft 2nd Floor Infihl Add STORIES: 2 272 sq ft SFD Add, 217 sq ft Roof Deck HEIGHT: N/C REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 7/26/18 DATE PLANS RECEIVED BY ESGIL CORPORATION: 7/16/18 PLAN REVIEWER: Tamara Fischer FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the California version of the International Residential Code, International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that construction comply with the 2016 edition of the California Code of Regulations (Title 24), which adopts the following model codes: 2015 IRC, 2015 IBC, 2015 UPC, 2015 UMC and 2014 NEC. The above regulations apply, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2015 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. * Ôarlsbad CBR2018-1700 7/26/18 [DO NOT PAY— THIS IS NOTAN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK #.: CBR2018-1700 PREPARED BY: Tamara Fischer DATE: 7/26/18 BUILDING ADDRESS: 1667 Corte Orchidia BUILDING OCCUPANCY: R3 / U BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) SF0 Add 272 141.76 38,559 lnfill Add 125 46.51 5,814 Deck . 217 20.03 4,347 Int Remodel 60 46.51 2,791 Air Conditioning Fire Sprinklers TOTAL VALUE 51,511 Jurisdiction Code 1cb IBY Ordinance 1997 UBC Building Permit Fee I V 1997 UBC Plan Check Fee V Type of Review: EI Complete Review Structural Only El Repetitive Fee . Repeats 0 Other 13 Hourly Hr. @ * EsGil Fee I $250.08 Comments: Sheet 1 of 1 Carlsbad CBR2018- 1700 7/26/18 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: I. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602- 2700. The City will route the plans to EsGil and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring TWO corrected set of plans and calculations/reports to EsGil, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. PLANS All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code). Plans deviating from conventional wood frame construction shall have the structural portions signed and sealed by the California state licensed engineer or architect responsible for their preparation, along with structural calculations. (California Business and Professions Code). Please update code references at notes throughout the plan. There are notes which reference the UBC which is no longer in effect (for example, general notes 6 and 9 on sheet Al. 1) and notes which reference outdated editions of the CBC and references to ICBO in several places on sheet SN-I. FIRE PROTECTION Fire Sprinkler note on sheet AO. I states that the existing building does not have a fire sprinkler system, but the Permit Application has "yes" circled next to "Fire Sprinklers." Please clarify. If the existing building has a fire sprinkler system, provide a note stating that any additions/alterations will be provided with an automatic residential fire sprinkler system. Section R313.2. CONTINUED Carlsbad CBR2018- 1700 7/26/18 5. Please show on the plans smoke alarms per note #9 on sheet A1.2 and the following positioning requirements: They shall be not less than 3' from the door opening of a bathroom. They shall be at least 20' from a cooking appliance. They shall be at least 3' from supply registers of heating/cooling systems. They shall be at least 3' from the tip of the blade of a ceiling-mounted fan. 6. When alterations, repairs or additions are proposed for dwelling units within which fuel-burning appliances are installed (and in dwelling units having attached garages), the dwelling unit shall be provided with carbon monoxide alarms located as required for new dwellings; the carbon monoxide alarms shall be interconnected and hard wired. Exception: Carbon monoxide alarms in existing areas need not be interconnected and hard wired where the alterations or repairs do not result in the removal of interior wall or ceiling finishes exposing the structure, unless there is an attic, crawl space, or basement available which could provide access for hard wiring and interconnection without the removal of interior finishes. Section R315.2. Please show them. Outside each separate sleeping area in the immediate vicinity of the bedrooms. On each story, including basements. GENERAL RESIDENTIAL REQUIREMENTS 7. Please specify the operation (or if fixed, please specify) and height of the headers above the new floor level for the existing windows at the new office. This is needed in order to verify compliance with the requirements of section R308.4, which requires safety glazing if the glazing is within 18" of the floor and section R312.2 for fall protection. EXITS, STAIRWAYS, AND RAILINGS 8. I see a guard rail detail referenced at the new deck, but it is incomplete and doesn't match the elevations which show wall sections only at the ends, with intermediate posts supporting the guardrail. The attachment of the wall / posts to supporting framing needs to be designed and detailed to resist the 200 lb load perpendicular to the rail. Also, the detail mentions an 8' vertical support into the stringer. This is unclear as there is no stringer at this condition. Section R312 9. Provide and reference a complete interior guard detail for the open side of the new office, showing capability to resist the 200 lb point load. Section R312. CONTINUED Carlsbad CBR20 18-1700 7126118 10. The stair Plan provided is based on the 2013 CRC. Please provide a current plan which is wet stamped and signed by the design engineer. If it is an approved standard plan (City of San Diego, City of LA, ICC, etc), the approval stamp must be on the plan. Otherwise, provide complete calculations and show compliance with all requirements in R311.7, including headroom of 6'6" and the following which is new to the 2016 Code: a) Minimum run is 6-% inches measured at the walkline (which is not greater than 24%"). See the figure below. Previous method for measuring Edd8Pth Tread Ade 7'/21n. __ I 12 in. jWaikIine Measuring the tread of spiral stairs at the intersection of the tread nosings and the walkline Max. 121/2 in. radius Maximum walkline radius for a spiral stairway CONTINUED Carlsbad CBR2018- 1700 7/26/18 ROOFS/DECKS 11. Please show minimum 1/4" :12 slope for drainage to deck drain and show I detail how it will be achieved. 12. Specify the size of the deck drain and overflow scupper. Section R903.4. 13. Overflow roof drains shall terminate in an area where they will be readily visible and will not cause damage to the building. If the roof drain terminates through a wall, the overflow drain shall terminate 12" minimum above the roof drain. City Policy 84-35. 14. Enclosed framing in wood exterior balconies and decks shall be provided with openings that provide a net free cross ventilation area not less than 1/150 of the area of each separate space. CBC Section 2304.12.2.6, as amended by emergency building standards. 15. 10/S2 conflicts with floor plan note 14 on sheet Al. 1. Please coordinate and, if I 0/S2 is to be used, specify the thickness of the lightweight concrete and verify that correct dead load was used in the calculations. 16. Specify on the plans the following information for the new Class A roof materials, per Section R106.1.1: Manufacturer's name and product name/number. ICC approval number, or equal. The number specified for the tile roof is not a currently valid ICC approval. 17. Specify roof slope of the new roof on the plans. FOUNDTION AND STRUCTURAL 18. The City of Carlsbad requires a soil report for this project. 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. 19. If the soils engineer recommends 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." CONTINUED Carlsbad CBR20 18-1700 7/26/18 Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (if required by the soil report). 6/SI does not appear to be accurate where existing slabs and footings occur. Show distance from new foundations to edges of cut or fill slopes ("distance-to- daylight") and show slope and heights of cuts and fills. Comply with Section R403.1.7. Please provide an upper roof framing plan showing the span and support points for existing roof framing members. Additionally, please show all existing floor framing at the framing plan on sheet S2. (Needed for verification of loading). Balconies and decks shall be designed for 150% of the live load required by Table 1607.1. CBC Table 1607.1, as amended by emergency building standards. Please revise loading assumption on sheet 4 and calculations accordingly. Even if this does not require a change to the design, it must be documented properly. Deck and floor live load should not be input as a roof live load in Enercalc and total deflection for floor I deck loads should be limited to a maximum of 1/240. Please review beam analysis sheets and coordinate with the framing plans and Enercalcs. For example, the spans on FBI and FB3. Per the calculations, FB7 should be a 5 1/2 " x 18" PSL. Width is called out as 3 1/2 on the plan. Please show that existing beams at approximately grid B and existing double joists supporting new floor joists are adequate for new plus existing loads. Also show on the plans how these double joists are connected to each other. Please specify beam and joist hangers on the framing plan or details. The designer shall complete the city's "Special Inspection Agreement" (Included). Please provide calculations for lateral loads along with associated shear transfer detailing on the plans. Detail referencing needs review, for example: Referencing at steel post-to-beam connections is to the incorrect detail. The condition where the steel post is supporting two beams at right angles needs a separate detail. 3/S2 referenced at the connection of existing beam to FB-4 does not fit. CONTINUED Carlsbad CBR2018- 1700 7/26/18 PME 33. For new outlets: Specify GFCI protected outlets for locations described in NEC 210.8(A): Laundry areas, kitchen dishwashers, kitchens, garages, bathrooms, outdoors, within 6' of a sink, etc. 34. A balcony, deck, or porch that is accessible from the interior of the dwelling will require a minimum of one receptacle outlet. CEC 210.52(E) (3). This receptacle must be GFCI protected and weather protected. 35. Per CEC Article 210.11(C)3, note on the plans that bathroom circuiting shall be either: A 20-ampere circuit dedicated to each bathroom, or At least one 20 ampere circuit supplying only bathroom receptacle outlets. 36. Provide a note on the plans: The control valves in showers, tub/showers, bathtubs, and bidets must be pressure balanced or thermostatic mixing valves. CPC Sections 408, 409, 410. 37. As of 7/1/18, new showerheads may not exceed 1.8 GPM of flow. CPC section 412. Please revise general floor plan note Son AI.1 and plumbing note Son Al. 2. CALIFORNIA GREEN CODE 38. Please submit the Carlsbad special form for Waste Management (included). ENERGY CONSERVATION 39. Per energy design, maximum SHGC for folding door is .24. Please revise notes at bottom of AI.l and A1.2. 40. R30 requires a minimum joist depth of 10". 2x8 roof joists are specified at first floor addition. 41. Roof detail on sheet T-24 does not match the plans. CONTINUED Carlsbad CBR2018- 1700 7/26/18 Residential Enerav Lighting Requirements (for new light fixtures): ES 150.0(k) All installed luminaires shall be high-efficacy in accordance with ES TABLE 150.0-A. Light sources that are not marked "JA8-2016-E" shall not be installed in enclosed luminaires. ES 150.0(k) In bathrooms, garages, laundry rooms, and utility rooms at least one luminaire shall be controlled by a vacancy sensor. Dimmers or vacancy sensors shall control all LED style luminaires. Two exceptions: Fixtures installed in hallways or (closets under 70 square feet). Recessed can light fixtures shall be IC listed, air-tight labeled, and not be equipped with a standard medium base screw shell lamp holder. ES 150.0(k) SFD outdoor lighting fixtures that are attached to a building are required to be high efficacy, be manually on/off switch controlled, and have both motion sensor and photocell control. See ES 150.0(k) 3 for additional control options. MISCELLANEOUS To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes L3 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 Tamara Fischer at EsGil. Thank you. Carlsbad CBR2018- 1700 7/26118 Development Services (City of WASTE MANAGEMENT Building Division Carlsbad PLAN 1635 Faraday Avenue 760-602-2719 B59 www.carlsbadca.gov Owner Contractor Job Address: Phone Nun Permit #: Estimated Cost of Project $_______________________________ Type of Project []New Construction 0 Remodel or T.I. 0 Residential 0 Commercial 0 Demolition (check all that apply) 0 Other Non-hazardous construction waste generated during the course of this project shall be recycled and/or salvaged for re-use at a minimum of 50% per CALGreen Sec. 5.408.1. Failure to comply may result in a penalty fee up to $1,000. For projects which Consist of mainly equipment and/or racking, that have a combined weight of new construction disposal that does not exceed 2 lbs per square foot of building area affected by this permit, may be deemed to meet the 50% minimum requirement upon approval of Building Department. ALTERNATIVE FORMS OF COMPLIANCE: (If selected, do not complete Tables 1 & 2 below) 0 Construction waste shall not exceed 2 lbs. per sf. of area. All receipts shall be provided to the Building Official prior to final. (This option not applicable for most construction projects.) Square feet of construction area_________________ X 2 lbs. = lbs. of allowable waste. 0 I plan on using a WASTE MANAGEMENT roll-off bin. All receipts shall be provided to the Building Official prior to final. Table 1 - Estimated Waste (To be filled out prior to permit issuance - refer to example on Page 2.) MATERIALS lbs. of waste to be taken to LANDFILL lbs. of waste to be RE-USED or RECYCLED Waste Hauling Company or Re-Use Method Asphalt/ Concrete Brick/ Masonry Cardboard Drywall Landscape Debris Lumber/ Wood Metals Mixed Waste Trash / Garbage Other TOTAL Ibs: Estimated Percentage to be Re-Used or Recycled I certify that the information provided herein, to the best of my knowledge, is true and correct. Contractor or Owner (punt name) Contractor or Owner (signature) Date Official Use Only o Plan Approved 0 Plan Denied 0 Project Valuation Approved Reviewed/ Approved by Page 1 of 2 Carlsbad CBR2018- 1700 7/26/18 Table 2 -Actual Waste (To be completed after construction.) MATERIALS lbs. of waste taken to LANDFILL lbs. of waste RE-USED or RECYCLED Waste Hauling Company or Re-Use Method (complete only If different than Table 1) Asphalt/ Concrete Brick/ Masonry Cardboard Drywall Landscape Debris Lumber/ Wood Metals Mixed Waste Trash / Garbage Other TOTAL lbs.: Actual Percentage Re-Used or Recycled Official Use Only 050% Goal Achieved 050% Goal Not Achieved []Alternative Compliance Achieved Penalty Paid $ Reviewed / Approved b EXAMPLE: Use the following example as a guide to completing this form. MATERIALS lbs. of waste to be token to LANDFILL lbs. of waste to be RE-USED or RECYCLED Waste Hauling Company or Re-Use Method Asphalt! Concrete 0 2000 AF,C Ha ttl,Eywi Co. Brick/Masonry ioo 450 WM / Re-L4sec4 Brck Ott.-sfte Cardboard o 150 AC FfA LtLtma Co. Drywall 0 50 A-sc, f-taul,Emci Co. landscape Debris 0 120 MLchea F, Rt-ve&4 ovr.-sLte Lumber !Wood 500 0 waste Matt.aetbt Metals 300 200 WM / A1C l- tLLi.ttg Mixed Waste 1500 0 WM Trash! Garbage 300 0 WM 0ther. Pool, 41.*%Lte 0 900 ksea cis Crhe( Sase o-site TOTAL lbs.: 200 390 Percentage to be Re-Used or Recycled 59 % Formula: Total Re-used or Recycled X 100 = % Re-Used or Recycled (Total Combined Waste) 3870 X 100 = 59% Re-Used or Recycled (2700 + 3870) Since 59% exceeds the minimum requirement of 50%, this plan complies. Page 2 of 2 'Gebteefrnica Engr 4596 Mt Hubbard Ave., San Diego, CA 92117 Phone/Text: 619-813-8462 Email: martinowen@geotechengineer.com Job No. 180808 September 20, 2018 To: Ms. Imelda Bernardo Subject: Review of Building Plans for Proposed Room Additions 1667 Corte Orchidia Carlsbad, CA 92011 References: Building Plans for Tan Residence Room Additions, by Manolito P. Ramirez, PE Geotechnical Investigation for Proposed Building Additions, 1667 Corte Orchidia, Carlsbad, CA 92011, by Martin R. Owen PE, GE, dated August 26, 2018 Dear Ms. Bernardo: In accordance with your request, I have reviewed the referenced building plans for the proposed room additions prepared by Manolito P. Ramirez, PE. The plans are in conformance with the recommendations presented in my geotechnical investigation report, referenced above. This opportunity to be of service is appreciated. If you have any questions, please do not hesitate to call or contact me. Very truly yours, Martin R. Owen PE, GE Geotechnical Engineer Martin R. Owen PE, GE 4596 Mt Hubbard Ave., San Diego, CA 92117 Phone/Text: 619-813-8462 Email: martinowen@geotechengineer.com Job No. 180808 August 26, 2018 To: Ms. DaiNee Tan Subject: Geotechnical Investigation for Proposed Building Additions 1667 Corte, Orchidia Carlsbad, CA 92011 Dear Ms. Tan: In accordance with your request, we have conducted a geotechnical investigation for the proposed building additions to be constructed at the subject residence. The project engineer was Scott Burns, PE. SCOPE OF WORK The scope of work performed for this investigation consisted of the following: Review of published geologic maps, Review of limited construction plans and documents, Subsurface soil exploration, Geotechnical analysis and preparation of this report containing my findings, conclusions and recommendations for design and construction of building foundations and floor slabs, and other geotechnical aspects of the proposed construction. SITE DESCRIPTION The site location is shown on the attached Vicinity Map, Figure 1. For the purpose of this report, the front of the lot faces north, Carte Orchidia. The lot is an irregularly-shaped parcel with an area of approximately 8,700 square feet. The site is relatively flat to gently sloping (down to the rear). Geotechnzcal Investigation for Proposed Building Additions Page 2 1667 Corte Orchidia Job No. 180808 Carlsbad, CA 92011 August 26,2018 The lot, is presently occupied by an existing two-story residence constructed in 2003. Other homes border the site to the east and west. Vacant land is located to the south. PROPOSED CONSTRUCTION The proposed construction consists of two building additions, one at the rear (south side) of the residence and the other on the east side of the house. The rear addition will be an approximately 5-1/2 wide by 31 feet long, one-story living room extension with an overlying deck and exterior, spiral steel staircase. The easterly addition will be a 9-1/2 by 10 feet, one- story den. SUBSURFACE SOIL EXPLORATION The subsurface soil exploration consisted of hand excavating two test pits (TP-1 and TP-2) at the approximate locations shown on the attached Figure 2. Test pits were excavated to a maximum depth of 2.5 feet. The test pits were logged by a licensed engineer (Scott Burns, PE). SUBSURFACE SOIL CONDITIONS Logs of the test pits are presented on the attached Figure 3. Please' note soil conditions between test pits and in addition areas may vary and should be confirmed during construction. In Test Pit TP-1 an upper layer of fill approximately 18 inches deep was encountered. The fill consisted of orange-brown, moist, loose to medium dense, silty sand. The fill was underlain by a 6-inch layer of weathered, sedimentary bedrock comprised of dark orange brown, moist, medium stiff, sandy clay. The weathered bedrock is medium expansive based on visual observation. At a depth of 24 inches, unweathered sandstone bedrock (terrace deposits) was encountered. The unweathered bedrock is very low to non-expansive. In TP-2, dense, unweathered sandstone bedrock (terrace deposits) was encountered at the ground surface. GROUNDWATER No groundwater was encountered in the test pits. Perched (shallow) water conditions may develop at times of heavy irrigation or rainfall near the contact between the fill and bedrock. Martin R. Owen PE, GE Geotechnical Engineer Geotechnical Investigation for Proposed Building Additions Page 3 1667 Corte Orchidia Job No. 180808 Carlsbad, CA 92011 August 26,2018 GEOLOGY AND SEISMICITY As noted above, the site is underlain at depth by sedimentary bedrock comprised of sandstone - terrace deposits. There are no mapped earthquake faults at the site. However, the building is subject to ground shaking and possible damage from earthquakes on nearby, or more distant, active faults. SEISMIC DESIGN VALUES Seismic design values for the proposed additions are presented in the attached Figure 4. CONCLUSIONS The site is suitable for construction of the proposed building additions, provided the recommendations presented in this report are followed. RECOMMENDATIONS . 1. Foundations 11 Spread Footings The proposed building additions may be supported on continuous and/or individual Spread footings having a minimum depth of 18 inches below building pad grade and extending through any fill and unweathered bedrock into dense, unweathered sandstone bedrock. It maybe necessary to deepen the footings to 24 inches or more in the southerly addition. Footing Reinforcing Minimum reinforcing in continuous footins should consist of four No. 4 rebars placed two at the top and two at th bottom of the footings. Isolated footings should have a top and bottom grid of reinforcing steel consisting of four No. 4 rebars placed at the top and bottom of the footing. Martin R. Owen PE, GE Geotechnical Engineer Geotechnical Investigation for Proposed Building Additions Page 4 1667 Corte Orchidia Job No. 180808 Carlsbad, CA 92011 August 26,2018 . Allowable Soil Bearing Value Footings in dense, unweathered bedrock may be designed for an allowable, dead plus live load, bearing value of 2,000 psf, with a one-third increase for short term, wind or seismic loads. . Lateral Load Resistance An equivalent fluid, passive soil pressure of 300 pcf may be used for lateral load resistance. A soil/concrete friction factor of 0.35 may also be used. When combining friction and passive resistance, the passive resistance should be reduced by one-third. Anticipated Settlements Total and differential building settlements should be less than Y2 inch for footings designed as above. Cleaning of Footing Excavations Footing excavations should be cleaned of loose soils prior to placing reinforcing steel and concrete. Inspection of Foundations All footing excavations should be inspected and approved by the Geotechnical Engineer. Connections Between New Footings/Floor Slabs and Existing Footings Structural connections (dowels/anchors) between new footings and floor slabs and existing footings should be designed by the project Structural Engineer. Floor Slabs Prior to constructing new floor slabs, the existing subgrade soils should be scarified to a depth of 6 to 8 inches, moistened to slightly above optimum moisture content and compacted to at least 90 percent relative compaction. Martin R. Owen PE, GE Geotechnical Engineer Geot'echnical Investigation for Proposed Building Additions Page 5 1667 Corte Orchidia Job No. 180808 Carlsbad, CA 92011 August 26,2018 New floor slabs should be at least 5 inches thick and reinforced with No. 4 rebars spaced at 18 inches on centers in two directions and placed at mid-height in the slab. New floor slabs should be underlain by 4 inches of clean sand, with a 10-mil visqueen moisture barrier placed at mid height in the sand layer. The on-site soils are not suitable for use as clean sand. All visqueen laps and splices should be in accordance with standard industry practices. Concrete should have a minimum, 28-day compressive strength of 3,000 psi and maximum water-cement ratio of 0.5. Concrete should be placed, finished and cured in accordance with ACI guidelines. An anti-fracture membrane or slip sheet should be placed below floor tiles placed on floor slabs. Filling and Compaction With the exception of clayey weathered bedrock materials, the on-site soils may be reused as compacted fill and trench backfill, provided they are free of organic materials and debris, and rocks or cobbles over 6 inches in dimension. Any imported fill soils should be predominantly granular and approved by the Geotechnical Engineer. Prior to placing fill, the exposed subgrade soils should be scarified to a depth of 6 to 8 inches, moisture conditioned to slightly above optimum moisture content and compacted to at least 90 percent relative compaction. All fill and backfill should be compacted to a minimum relative compaction of 90 percent as determined by ASTM D 1557. Fill should be placed at slightly above optimum moisture conditions in 6 to 8-inch thick layers, with each layer compacted by mechanical means. All fill placement and compaction should be performed in accordance with the grading requirements of the City of Carlsbad and should be observed and tested as necessary by the Geotechnical Engineer or representative. Exterior Slabs New exterior slabs should be at least 5 inches thick and reinforced with No. 4 rebars spaced at 18 inches on centers in two directions and placed at mid-height in the slab. Concrete should be placed, finished and cured in accordance with ACI guidelines. Crack control joints - Martin R. Owen PE, GE Geotechnical Engineer Very truly yours, Martin R. Owen PE, GE Geotechnical Engineer Geot'echnical Investigation for Proposed Building Additions Page 6 1667 Corte Orchidia Job No. 180808 Carlsbad, CA 92011 August 26,2018 should be provided and spaced no more than 10 feet in any direction. Control joints should be scored to a minimum depth of 1.25 inches. Surface Drainage Surface water should not be allowed to pond next to the residence. Finished grades should be sloped at a minimum of 2 percent away from the building. Drainage water should be discharged to an approved outlet. Roof gutters and downspouts discharging to an approved outlet are recommended. Review of Building Plans Building plans should be reviewed by the Geotechnical Engineer to ensure that they conform with the recommendations presented in this report. LIMITATIONS The conclusions and recommendations presented in this report are subject to field conditions and may be modified as necessary during construction. This report should be considered valid for a period of three years and is subject to review and possible changes following that time. If significant modifications are made to the building plans, revision of this report may also be necessary. Please note this report provides no warranty, either expressed or implied, concerning future building performance. Future damage from geotechnical or other causes is a possibilit. This opportunity to be of service is appreciated. If you have any questions, please do not hesitate to call or contact me. Martin R. Owen PE, GE Geotechnical Engineer 11 Geotechnical Investigation for Proposed Building Additions Page 7 1667 Corte Orchidia Job No. 180808 Carlsbad, CA 92011 August 26, 2018 Attachments: Figure 1— VICINITY MAP Figure 2—TEST PIT LOCATION MAP Figure 3—TEST PIT LOGS Figure 4—SEISMIC DESIGN VALUES Martin R. Owen PE, GE 'a Geotechnical Engineer Gedechnical Investigation for Proposed Building Additions Page 8 1667 Corte Orchidia Job No. 180808 Carlsbad, CA 92011 August 26,2018 FIGURE 1 VICINITY MAP IT Dal S OI4 Ki Speed 9 0 )St 0'4idaRoble 3 ... 3 61e ' PaknsDr So --------...--. 'S '- A1ara Tradition 9 çornrnunty 0t13 ITE Park sia Rd North Coast Calvary Chapel 71667 Corte Orchida Dcc€n . S '.:' e . S5 .Carlsbad City Library 9 Aviara Oaks V Cinepolis sf,3, Middle School Luxury Cinemas I a. AVijra Pkwy Avlara -. ,, Prrk Hv:i1 -- Pe sort. Golf bull Four-' I Martin R. Owen PE, GE Geotechnical Engineer TP-10 -10 MR, Geotechnical Investigation for Proposed Building Additions Page 9 1667 Corte Orchidia Job No. 180808 Carlsbad, CA 92011 August 26, 2018 FIGURE 2 TEST PIT LOCATION MAP SCHEMATIC ONLY LEGEND TP-2 11 APPROXIMATE LOCATION OF TEST PIT PROPOSED BUILDING ADDITIONS Martin R. Owen PE, GE Geotechnical Engineer THE IRON SH-OF1.11) IN ONION The Leading Manufacturer of Spiral Stair Kits 5-0", 5!..6fl 6-0, 6'-60 ,, 7'-O" DIAMETER CODE STAIRS . . •1 MODEL NO. STANDARD #111 CODE: 2017 CITY OF LOS ANGELES BUILDING CODE, 2016 CRB.c. / 2016 C.R.C. & 2015 I.B.C. '& 2015 I.R.C. LOS ANGELES CITY LIÔENSED FABRICATOR: #1150 LOS ANGELES CITY STANDARD PLAN #111- CITY OF SAN DIEGO MASTER PLAN: #610615? I )1 *')2/3j/, I*j 4cIV144.. F CM\.* AUG 29 WOOD Engineering, Inc. 10040 FOOTHILL BOULEVARD RANCHO CUCAMONGA, CA 91730 (909) 606-1 OW - FAX (909) 605-8899 Mile Plant & Showroom West Coast Showroom P. G. BOX 547 P. o. Box 3008 400 Reeil Road 394910 Guasti Rd. Brocmø, PA 19008 Ontario, CA. 91761-0901 (610) 5447100 (909) 605-1000 (800) 523-7427 (800) 3824766 Fax (610) 544-7297 Fax(909) 605-8899 THIS ANALYSIS VALID ONLY WITH WET SEAL & SIGNATURE OF ENGINEER &0s-/0-/0 R)Q- v4 c6P2Dig-i1W STORM WATER COMPLIANCE FORM TIER I CONSTRUCTION SWPPP CD R001' — 1706 BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Erosion Control Sediment Control BMPs Tracking Non-Storm Water Waste Management and Materials BMPs Control BMPs Management BMPs Pollution Control BMPs -o C. .2 — C 2 . — C — C -I-. O) D 4) 4) Best Management Practice* 0. 0 - 4, - - - (BMP) Description - E C3 a C1 0 !-fl- $ ; JJIUd U- .E jn tjo o -D 0 .CC 4) - .E - i.- 4, 0 -o C 0 0 0 o 0 -4-i o > - -i-. .2C .0 - 0 J - - 0 = C -o = C o N C C C W C, 0 ... Lii 2 Cfl = V) Cfl .0 L) 2 U- i_ C) . 0 cn:? 0 cn ..- i_ cn o -.-. cn .E .... 0 cn 0 o 0 C 0 0 0 4) - > C.) 0 — in 0 (/, 0.0 l) C.) 0 0 cnm 00 = mC.) 00 CASQA Designation - r 0) r u• co r— .- cJ ) r T Cj1 ? 1- '? co 9) JJLLJJJJJJLLLLJJ cnj,c,,cn Construction Activity Lii Lii Lii Lii in in in U) in Cl) in Cl) Grading/SoilDisturbance Trenching/Excavation - - - - Stockpiling - - - - - - - - - - - - - - - Drilling/Boring - - - - - - - - - - - Concrete/Asphalt Sawcutting - - - -.-- - - - - - - - - - - - - - - / Concrete Flatwork -.-- - - - - - - - - i - - - Paving . - - - - - - - - - - - Conduit/Pipe Installation - - - - - - - - - - - - - - - - - - - - - - J Stucco/Mortar Work - - - -.-- -.-- --- - - - - 7 - - - - - - ' Waste Disposal - - - -.-- - - - - - - - - - - - _•_. - - - - Staging/Lay Down Area - -.-- -- - - - - - - - Equipment Maintenance and Fueling - - - - - - - - - - - - - - - - Substance Use/Storage _Hazardous - -- - - - - - Dewatering - - - - - - - - - - - - - Site Access Across Dirt - - - - - - Other (list): - - -.-- -.-- - - - - - - - - - - - - - - - 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 construction from the list. Check the box where the chosen activity row intersects with the BMP column. STORM WATER POLLUTION PREVENTION NOTES ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION OF EROSION AND SEDIMENT CONTROL BMPs WHEN RAIN IS EMINENT. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SA11SFAC110N OF THE CITY INSPECTOR AFTER EACH RUN-OFF PRODUCING RAINFALL. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY INSPECTOR DUE TO INCOMPLETE GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PECENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST BE INSTALLED AND MAINTAINED. THE CITY INSPECTOR SHALL HAVE THE AUTHORITY TO ALTER THIS PLAN DURING OR BEFORE CONSTRUCTION AS NEEDED TO ENSURE COMPLIANCE WITH CITY STORM WATER QUALITY REGULATIONS. 3. Refer to the CASQA construction handbook for information and details of the chosen BMPs and how to apply them to the project. OWNER'S CERTIFICATE: I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION AC11VIT1ES TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO AVOID THE EXPOSURE OF STORM WATER TO CONSTRUC11ON RELATED POLLUTANTS; AND (2) ADHERE TO, AND AT ALL TIMES, COMPLY NTH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED BY THE CITY OF CARLSBAD. tM.cA- v1J fr 0 OWNER(S)/OWNER'S AGENT NAME (PRINT) OWNER(S)/OR'AG1fXM (SIGNATURE) DATE PROJECT INFORMATION Site Address: ((a(4 600TV OCAI1OM Assessor's Parcel Number: 4.5 0 2 00 Emergency Contact: Name: pAww Tfrt' (Ovi7Nt) 24 Hour Phone: qq 2- i cq Construction Threat to Storm Water Quality (Check Box) 0 MEDIUM 0 LOW E-29 Page 1 of 1 REV11/17