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Home My WebLink About2691 OCEAN ST; ; CB060189; Permit.,-j ' City of Carlsbad i 1635 Faraday Av Carlsbad, CA 92008 02-08-2006 Miscellaneous Permit Permit No: CB060189 Building Inspection Request Line (760) 602-2725 Job Address: 2691 OCEAN ST CBAD Permit Type: MISC Subtype: OTHER Status: ISSUED Parcel No: 2031402900 Lot #: 0 Applied: 01/24/2006 Valuation: $0.00 Entered By: SB Reference #: Plan Approved: 02/08/2006 Issued: 02/08/2006 Project Title: BENEDICT RES ADD BAY WINDOWS Inspect Area: RE-Sl DE, FOUNDATION WORK, RE ROOF Applicant: Owner: ENDRE BARTANYI BENEDICT MARITAL TRUST 12-16-85 8357 TURTLE CREEK CIR 1321 STRATFORD CT 92014 LAS VEGAS NV 89113 858-755-6005 Miscelaneous Fee #1 INSP FEE, & P,E,M $221.00 Miscelaneous Fee #2 PLAN CHECK FEE $120.00 Additional Fees $0.00 TOTAL PERMIT FEES $341.00 Total Fees: $341.00 Total Payments To Date: $341.00 Balance Due: $0.00 a (7 FIN4AIPQL Inspector: I Date:4' / Clearance: NOTICE: Please take NOTICE that approval of your project includes the 'imposition of fees, dedications, reservations, or other exactions hereafter collectively referred to as"fees/exactions." 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 nreviouslv been aiven a NOTICE similar to this. or as to which the statute of limitations h,c nreviriiislv otherwise enired PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ON PLAN CHECK NO4 L. 1? EST. VAL. Plan Ck. Deposk.. Validated Date kl '2c? `FTfl0FK0JFG.;) IN CtJ &7 Address (include Bldg/Suite #) LaT 27 1 0M. A urn &3 Business Name (at this address) £.)4JfD C'. Legal Description Lot No: Subdivision Name/Number Unit No. Phase No. Total # of units 06~5_ 14-o- Assessor's Parcel # Existing Use -' ttP4-i'P. vrOf&/< C 3 1 Proposed Use A/D P&ovA 1-Ab Descrip o of Woik. a s SQ. FT. #of Stories # of Bedrooms # of Bathrooms z ' Name Address City State/Zip Telephone # Fax # APPLlC Wner nér Name Address City State/Zip Telephone # relephone # (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' t4Tht he 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 is exempt therefrom, and the basis for the alleged - exemption. Any violation of Section 7031.5 by any applicant for a pe mit s jectsthe applic t to a civil nal y of no more than five hundred dollars ($5001). (?.e IA,,t -c. ' SAVk ci 1 Name ( Address City State/Zip Telephone # State License # 4"? 2-~"' License Class City Business License # k 2. q, 4-4 c Name Address City State/Zip Telephone State License # WORKERSCOMPENSAT .... . .., Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent-to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Or I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance.of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company Policy No.(.1' t (8.3 3 2..5 Expiration Date t (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE.HUNDRED DOLLARS ($1001 OR LESS) CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued. I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollarsj$lOO, addioo the cost of compensation, damages as provided for in Section 3706 of thor code, interest and attorney's fees. DATE g1ja (on SIGNATUREI:w I heieby affirm that I am exempt from the Contractor's License Law for the following reason: , 0 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). 0 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 ONO 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 number / 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 number / 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 number / type of work): PROPERTY OWNER SIGNATURE ' DATE 777 - 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. I hereby affirm that there isa construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). LENDER'S NAME ' LENDER'S ADDRESS_______________________________________________________ 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 representatives of the Citc 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 IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. - OSHA: An OSHA permit is required for excavations over 5'0 deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issuedA fe Official under the provisions of this Code shall expire by limitation and become null and void if the building or wárk authorized by such permit is not com 180 days f m the date of such permit or if the building or work authorized by such permit is suspended or-abandoned at any time after the work is comme d of 180 lays (Section 106.4.4 Uniform Building Code). -. 1161 APPLICANT'S SIGNATURE ___________________________________ DATE / -.2..+ -o< T : i e ,VELLOW: Applicant PINK: Finance City of Carlsbad Bldg Inspection Request For: 04/24/2007 w Permit# CB060189 Inspector Assignment: PY Title: BENEDICT RES ADD BAY WINDOWS Description: RE-SIDE,FOUNDATION WORK, RE ROOF Type: MISC Sub Type: OTHER Job Address: 2691 OCEAN ST Suite: Lot: 0 Location: APPLICANT ENDRE BARTANYI Owner: BENEDICT ALVIN LIVING TRUST 12-16-85 Remarks: Total Time: Phone: 6192063450 Inspector: Requested By: VOLLIE Entered By: CHRISTINE CD Description Act Comments 19 Final Structural ( (Av11(O Comments/Notices/Holds Associated PCRs/CVs Original PC# Inspection History Date Description 03/26/2007 19 Final Structural 10/11/2006 39 Final Electrical 08/25/2006 17 Interior Lath/Drywall 08/14/2006 16 Insulation 08/10/2006 23 Gas/Test/Repairs 08/10/2006 84 Rough Combo 08/09/2006 84 Rough Combo 08/03/2006 18 Exterior Lath/Drywall 03/20/2006 12 Steel/Bond Beam 02/24/2006 11 Ftg/Foundation/Piers Act lnsp Comments CO PY SEE NOTICE PA PC EMR AP PY AP PY AP PY AP PY ADD C/O @ KITCHEN CA PY AP PC AP PC RFI THAT PY REQUESTED IN FILE. AP PY 4 CASSINGS Structural Inspections "A Special Inspection Company" 440 Tilling Way, El Cajon, CA 92020 Telephone: (619) 749-4912, Fax: (619) 749-5693, Cell: (619) 770-9559, Pager: (619)907-3511 Inspection Report Project Name: BENEDICT RESIDENCE Page: _1 of I Report #: 04 Project Address:2691 OCEAN ST. Permit #: CB060189 Architect: ENDRE BARTANYI File #: Engineer:_________________________ DSA#: Contractor: CHESTER CONSTRUCTION Other: INSPECTION MATERIAL SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST E] Structural Steel 0 H.S. Bolts 0 H.S. Bolts Plans/Specs o Masonry 0 Prisms Conc. PSI 4000/57P Clearances Concrete 0 Mortar/Grout 0 Grout PSI Positions o Fireproofing Conc. Cylinders 3 0 Mortar PSI Sizes C] Other: 0 Fireproof Steel #5 Laps o Other: 0 Other: 0 Elect./Wire Consolidation C] Other: 0 Other: 0 Fireproof 0 Torque Ft.Lbs: C] Other: 0 Other: 0 Other: 0 Other: o Other: 0 Other: 0 Other: 0 Other: INt'lL KLINI-UKCIN(i SIL Al Il-lb 2 NEW C.I.P. COLUMNS PRIOR TO CONCRETE PLACEMENT. INSPECTED REBAR FOR SIZE, GRADE, LAP, LOCATION, CLEARANCES. MONITORED THE PLACEMENT, CONSOLIDATION OF 3.0 CUBIC YARDS OF CONCRETE AT THE ABOVE NOTED COLUMNS. OBTAINED ONE SET OF 3 TEST SAMPLES. CONCRETE SUPPLIED BY SUPERIOR. CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected and does not constitute opinion or project control. ,-7 -, /),- Inspector: MARIO BATTAGLIA Cert: City of SD #350 "r I I 3/23/06 Date Copies of report submitted to: Structural Inspections "A Special Inspection Company" 440 Tilling Way, El Cajon, CA 92020 Telephone: (619) 749-4912, Fax: (619) 749-5693, Cell: (619) 770-9559, Pager: (619)907-3511 Inspection Report Project Name: BENEDICT RESIDENCE Project Address: 2691 OCEAN ST. Architect: ENDRE BARTANYI Engineer: Contractor: CHESTER CONSTRUCTION Page: _1 of I Report #:03 Permit #: C6060189 File #: DSA #: Other: INSPECTION MATERIAL SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST o Structural Steel 0 H.S. Bolts 0 H.S. Bolts Plans/Specs o Masonry 0 Prisms 0 Conc. PSI Clearances C] Concrete 0 Mortar/Grout 0 Grout PSI Positions o Fireproofing 0 Conc. Cylinders 0 Mortar PSI Sizes E] Other: 0 Fireproof Steel #5 Laps Z Other: EPDXY 0 Other: 0 Elect.IWire 0 Consolidation o Other: 0 Other: 0 Fireproof 0 Torque Ft.Lbs: o Other: 0 Other: Other: SIMPSON SET Other: ICB0 5279 E] Other: 0 Other: Other: 6" EMBED 0 Other: PERFORMED CONTINUOUS SPECIAL INSPECTION ON THE INSTALLATION OF #5 REBAR DOWELS INTO FOUNDATION AT LOWER LEVEL, FOR NEW C.I.P. CONCRETE WALLS. VERIFIED BOLT TYPES, SIZES, HOLE SIZES, DEPTH, LOCATION, CLEANLINESS AND EPDXY TYPE PRIOR TO INSTALLATION. CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of th work inspected and does not constitute opinion or project control. '-__7_7 Inspector: MARIO BATTAGLIA Cert: City of SD #350 '. 3/17/06 Signat re Date Copies of report submitted to: Structural Inspections "A Special Inspection company" 440 Tilling Way, El Cajon, CA 92020 19) 749-4912, Fax: (619) 749-5693, Cell: (619) 770-9559, Pager: (619)907-3511 Inspection Report Project Name: BENEDICT RESIDENCE Project Address: 2691 OCEAN ST. Architect: ENDRE BARTANYI Engineer: Contractor: CHESTER CONSTRUCTION Page: 1 of I Report #:02 Permit #: CB060189 File #: DSA #: Other: INSPECTION MATERIAL SAMPLING QTY. MATERIAL DESCRIPTION [INSPECTION CHECKLIST o Structural Steel 0 H.S. Bolts 0 H.S. Bolts Plans/Specs o Masonry 0 Prisms 0 Conc. PSI 0 Clearances o Concrete • Mortar/Grout 0 Grout PSI 0 Positions C] Fireproofing 0 Conc. Cylinders 0 Mortar PSI Sizes E] Other: 0 Fireproof Steel 5/8"A.T. 0 Laps Other: EPDXY 0 Other: 0 Elect./Wire 0 Consolidation C] Other: 0 Other: 0 Fireproof 0 Torque Ft.Lbs: o Other: 0 Other: Other: SIMPSONSET 0 Other: o Other: 0 Other: Other:60 EMBED E] Other: PERFORMED CONTINUOUS SPECIAL INSPECTION ON THE INSTALLATION OF 8 TOTAL, 5/8" ALL THREAD EPDXY ANCHOR BOLTS INTO (E) FOOTING AT THE LOW FOUNDATION. REF. DET. 2B/53. VERIFIED BOLT TYPES, SIZES, HOLE SIZES, DEPTH, LOCATION, CLEANLINESS AND EPDXY TYPE PRIOR TO INSTALLATION. CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers the 0 t and does not constitute opinion or project control. Inspector: MARIOBATTAGLIA Ceft City of SD #350 3/6/06 _ati0n75 work inspected Sign Date Copies of report submitted to: Structural Inspections "A Special Inspection Company" 440 Tilling Way, El Cajon, CA 92020 749-4912, Fax: (619) 749-5693, Cell: (619)770-9559, Pager: (619)907-3511 Inspection Report Project Name: BENEDICT RESIDENCE Project Address: 2691 OCEAN ST. Architect:ENDRE BARTANYI Engineer: Contractor: CHESTER CONSTRUCTION Page: _1 of I Report #:01 Permit #: CB060189 File #: DSA #: Other: INSPECTION MATERIAL SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST o Structural Steel 0 H.S. Bolts 0 H.S. Bolts Plans/Specs o Masonry 0 Prisms 0 Conc. PSI 0 Clearances C] Concrete 0 Mortar/Grout 0 Grout PSI 0 Positions o Fireproofing 0 Conc. Cylinders 0 Mortar PSI Sizes o Other: 0 Fireproof Steel #6 0 Laps Other: EPDXY 0 Other: 0 Elect./Wire 0 Consolidation o Other: 0 Other: 0 Fireproof 0 Torque Ft.Lbs: o Other: 0 Other: Other: SIMPSON SET Other: ICBO 5279 o Other: 0 Other: Other: 10' EMBED 0 Other: PERFORMED CONTINUOUS SPECIAL INSPECTION ON THE INSTALLATION OF 12 TOTAL, # 6 REBAR EPDXY DOWELS INTO (E) FOOTING, LOW FOUNDATION AT THE NEW 24" DIA. CAISSONS. VERIFIED BOLT TYPES, SIZES, HOLE SIZES, DEPTH, LOCATION, CLEANLINESS AND EPDXY TYPE PRIOR TO INSTALLATION. INSPECTED REINFORCING STEEL CAGES AFTER PLACEMENT INTO CAISSON. CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies with approved plans, specifications and applicable sections of the building codes. This report covers th ionof e work inspected and does not constitute opinion or project control. Inspector: MARIO BATTAGLIA Cert: City of SD #350 2/23/06 Date Copies of report submitted to: 6(e 1 9' 9 • 2.j,'?/ Structural In s p e c t i o n s SPECJ4L A'NSPECfION SER VIcES' 1661 Vista Dc Monte Mar Ell Cajon, CA 92921 Cell: (619) 770-9559 Inspection Report Project Name:) J ct i. ç;' ProjeccAddress: )— '4 S T' C d4re i ' Engineer: Contractor: kL (p Page:I of S Report #___________ Permit# File# DSA#: Other: INSPECTION MATERIAL SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST - Structural Steel - H.S. Bolts KS. Bolts .ans(Specs Masonry - Prisms Conc. PSI - Clearances - Concrete - Mortar/Grout Grout PSI ,bsItIona - Fireproofing - Cone. Cylinders Mortar PSI Sizes Epoxy Fireproof Steel A ( Laps - Other: Other: - E(ect/Wire Consolidation Other: - Other: Fireproof - rque Ft Las: - Other: - Other: Other: v-_I Other: :I'c it) )A1' - Other: - Other: _ Other: t, -'--1i.c c1 Other: 1Q4 \!cf Sq&LE r\ 1 0)' CERTIFICATION OF COMPLIANCE- All reporte d w o r k , u n l e s s o t h e r w i s e n o t e d , c o m p l i e s w i t h a p p r o v e d p l a n s , s p e c i f i c a t i o n s a n d a p p l i c a b l e s e c t i o n s of the building ctdes. This report covers the loc a t i o n s o f t h e w o r k I n s p e c t e d a n d d o e s n o t c o n s t i t u t e o p i n i o n o r p r o j e c t c o n t r o l . Inspector: MARIO BATI'AGLIA Cert 350 kg~m 2- JZ_2, it3A Signature Date lnsp, Date. Day \ Cy Day 3 Day 4 Day S. i: Time start: Copies of report submitted to: UOWB uasns dp:90 90 ZZ qe 909L69 69 EsGil Corporation In(Partnership with government for Bui(ding Safety DATE: February 7, 2006 JURISDICTION: Carlsbad PLAN CHECK NO.: 06-189 PROJECT ADDRESS: 2691 Ocean St. SET: II U APPLICANT • U PLAN REVIEWER U FILE PROJECT NAME: Benedict Residence Repair & Remodel LI 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. LI The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. LI The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans aresubmitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. Lii The applicant's copy of the check list has been sent to: LI Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Endre Bartanyi Telephone #: In Person Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: Architect to add tempered glass for window I @ bathroom and change electric water heater to gas unit on page 4. Applicant to deliver plans to City. By: Bill Elizarraras Enclosures: Esgil Corporation El GA [:1 MB I1EJ F-1 PC LOG trnsmtl.dot 9320-Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In Partners flip with government for ouilding Safety DATE: February 3, 2006 JURISDICTION: Carlsbad PLAN CHECK NO.: 06-189 SET: I PROJECT ADDRESS: 2691 Ocean St. PROJECT NAME: Benedict Residence Repair & Remodel :APT 1 PLAN REVIEWER 0 FILE LI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. F-1 The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. LI The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation 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: Endre Bartanyi 1321 Straford Ct. Del mar, CA. 92014 LI Esgil Corporation staff did not advise the applicant that the plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Endre Bartanyi Telephone #: 858-755-6005 Date co,ptacted:2.--c2 (by: I&) Fax #: Sa Mail/ Telephone /'Fax /in Person LI REMARKS: By: Bill Elizarraras Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ 0 PC 1/26/06 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 6 (858) 560-1468 • Fax (858) 560-1576 Carlsbad 06-189 February 3, 2006 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 06-189 JURISDICTION: Carlsbad PROJECT ADDRESS: 2691 Ocean St. FLOOR AREA: Remodel & Repair STORIES: 3 HEIGHT: (ex) REMARKS: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: February 3, 2006 FOREWORD (PLEASE READ): DATE PLANS RECEIVED BY ESGIL CORPORATION: 1126/06 PLAN REVIEWER: Bill Elizarraras This plan review is limited to the technical requirements contained in the Uniform 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 residential construction comply with the 2001 edition of the California Building Code (Title 24), which adopts the following model codes: 1997 UBC, 2000 UPC, 2000 UMC and 2002 NEC. The above regulations apply to residential construction, 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. 106.4.3, 1997 Uniform 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 06-189 February 3, 2006 PLANS 1. Please make all corrections on the original tracings, as requested in the correction list. Submit two 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 Corporation and the Carlsbad Planning, Engineering and Fire Departments. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 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. 2. Plans, specifications and calculations shall be signed and sealed by the California state licensed engineer or architect responsible for their preparation. Specify expiration date of license. (California Business and Professions Code). 3. When special inspection is-required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official for approval prior to issuance of the building permit. Please review Section 106.3.5. Please complete the attached form. - 4. Show locations of smoke detectors backup: @ existing. Inside each bedroon, Centrally located in corridor or area giving access to sleeping rooms. C) On each story. When the valuation of a room addition or repair exceeds $1,000, or when sleeping rooms are created, smoke detectors shall be provided per the above, except that smoke detectors added at existing construction need only be battery powered. Section 310.9.1.2. 5. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4: @ 3rd Floor Bath, window 1. a) Where the bottom exposed edge of the window glazing is less than 60 inches above a standing surface and drain inlet of tubs and drains. 6. All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-IR. This applies to the electric water heater, the Title 24 design specify a domestic unit which is assumed to be gas. Please clarity. 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. The jurisdiction has contracted with Esgil Corporation 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 Bill Elizarraras at Esgil Corporation. Thank you. 9. 4 Carlsbad 06-189 February 3, 2006 -awr City of C a rls bad —UMMing Department IF 9L BUILDING DEPARTMENT NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION Do Not Remove From Plans Plan Check No. 06-189 Job Address or Legal Description 2691 Ocean St. Owner Address You are hereby notified that in addition, to the inspection of construction provided by the Building Department, an approved Registered Special Inspector is required to providecontinuous inspection during the performance of the phases of construction indicated on the reverse side of this sheet. The Registered Special Inspector shall be approved by the City of Carlsbad Building Department prior to the issuance of the building permit. Special Inspectors having a current certification from the City of San Diego, Los Angeles, or ICBO are approved as Special Inspectors for the type of construction for which they are certified. The inspections by a Special Inspector do not change the requirements for inspections by personnel of the City of Carlsbad building department. The inspections by a Special Inspector are in addition to the inspections normally required by the County Building Code. The Special Inspector is not authorized to inspect and approve any work other than that for which he/she is specifically assigned to inspect. The Special Inspector is not authorized to accept alternate materials, structural changes, or any requests for plan changes. The Special Inspector is required to submit written reports to the City of Carlsbad building department of all work that he/she inspected and approved. The final inspection approval will not be given until all Special Inspection reports have been received and approved by the City of Carlsbad building department. Please submit the names of the inspectors who will perform the special inspections on each of the items indicated on the reverse side of this sheet. S..... see * ••5 S•s. S • • S • • SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: PLAN CHECK NUMBER: OWNER'S NAME: A. ,?I-JEDIC-7 I, as the owner, or agent of the owner (contractors may n& employ the special inspector, certify that I, or the architectlengineer of record, will be responsible for employing the special inspector(s) as required by Uniform Building Code (UBC) Section 1701.1 for the CQrlstrUctton project loco at the site listed above. USC Section 108.3.5. Signed 1;7 1, as the engineer/architect of record, certify that I have prepared the following special inspection. ". program as required byUBC Section 106.3.5 for the construction project located at the site 1istedJe. Se.... . . Him • 1. List of work requiring special inspection: PSt Compliance Prior to Foundation Inspection ructuraI Concrete Over 2500 PSI 0 Prestressed Concrete R Structural Masonry Designer Specified I 3'aId Welding Igh Strength Bolting Expansion/Epoxy Anchors Spra ed0n Fireproofing Other Name(s) of Individual(s) or firm(s) responsible for the special inspections listed above: A. 4=,4PAJCilC-W 7701.1 TL=re 77I%J s ~ a-1J lucy Duties of the special inspectors for the work listed above., f7 oJcF.ct G Cre> rLJ4L. CCAJ e'c. rii -ic o &E?W Cr - xc.4v*rco'j +1f'4o#j ( /35*Ak9 OUsJL). P/PoeEr GP4CEMP..1- 2O7 P,1 /!ET'J'. 4 /Ai 41A. (4.. Akro I1J)L4Q ampepi 6 OF eei 1t9 49lrE&w1. M5 ?DXY C.'tA. 0 I 1J . b0WL.c (7i ips.e W. laM S*scial inSpectofi she chacic In voth the city and present lhefr credenis for appioval beginning wwk on the job site. Carlsbad 06-189 February' 3, 2006 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 06-189 PREPARED BY: Bill Elizarraras DATE: February 3, 2006 BUILDING ADDRESS: 2691 Ocean St. BUILDING OCCUPANCY: R3/U1 TYPE OF CONSTRUCTION: VN BUILDING IPORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Remodel /Repair Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code 1Cb IBy Ordinance Bldg. Permit Fee by Ordinance I Plan Check Fee by Ordinance 'wi I $120.001 Type of Review: El Complete Review 0 Structural Only 0 Repetitive Fee Other Repeats Hourly ii Hour * Esgil Plan Review Fee I $96.00 * Based on hourly rate Comments: Sheet 1 of I macvalue.doc PLANNING/ENGINEERING APPROVALS. PERMIT NUMBER CB 2(7 p1 9• DATE - '2..-.0(0 ADDRESS 'IL, .'t I C) ( CE=SIDENTIAL ~ RESIDENTIAL ADDITION MINOR (<$10000.00) TENANT IMPROVEMENT PLAZA CAMINO REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFICE BUILDING OTHER PLANNER y € S DATE t 2 - Q(, • • ENGINEER.L DATE evans, colbaugh & assoc., inc. MEMORANDUM 1565 creek street • suite 107 san marcos, california 92078 (760)510-9686 fax 510-9685 TO: Mr. Alvin Benedict ECA 06-03-01 do Endre Bartanyi, Architect FROM: Evans, Colbaugh & Assoc., Inc. DATE: February 25, 2006 SUBJECT: Foundation Underpinning Observations/Recommendations, 2691 Ocean Street REFERENCE: Our "Geotechnical Evaluation of Subsurface Soil Conditions, Remodel/Additions,...", Dated January 18, 2006 On Februiry 17, 2006 wwerereqüested tvisit the site to observe the-excavations-for the foundation underpinning elements. We observed the following: The soil conditions exposed in the westerly two foundation excavations were found to be unsuitable at a depth of five feet and the excavations were extended to a depth of 6.5 feet below the adjacent ground surface (e.g., 0.5' below the planned depth). The soil conditions exposed in the excavations for the easterly two foundation elements were found to be suitable at the proposed depths (e. .g, 4.5 feet below the adjacent ground surface). On February 24, 2006 we were notified that the City of Carlsbad building inspector found that the excavations were not positioned in compliance with the recommendations presented in our referenced report. We had recommended that "....at least one-half of the diameter of the caisson is directly beneath the structure...". Apparently, the structural detail for these elements (attached) show the elements to be positioned on the side of the existing foundation with a portion of the underpinning element providing support via a cantilevered section. The underpinning element is doweled into the existing foundation on the side as opposed to beneath. We defer to the structural engineer's decision to position the element and reinforcing steel per the attached detail. We consider the foundation excavations and structural details to be in substantial conformance with our recommendations. - Sincerel C04S1 I1 co I No. 228 E. David gh Exp. 3-31..07 President Principal Geotechnical Engineer, Attachment: Structural Underpinning geotechnical engineering Fe-24-06 02:02P - 858-755-6005 P.01 endre bartcinyi ai.a. architect 021 :;rarfcrd c:'rt rici rnJr•c3 c2Ol4 Fax Transmittal: 8.8. s0000 Date: To: - _Pftr ye Fax No: Re: r No. or pages C4( 919M ,c'rt. -. 1X15 TING P0077NG 5/M0N 75E10 F. nP. 5FEC/AL INsPEcrIow Q V: -.... - fl. 2..04 TIt!3 CV TOP' NEW 24 w P/AM. CA/ON WITH #G VERT. ANt) ! #4T/13I2O/C 2,500 P.5/ CONCR.LT( TYPE V CEMENT' 21-0 W/t'E CORBEL WITH 246 CQWEL5 3 CLEAR MIN. IN -----.-.. tIGBEN712OWE1S As evans, colbaugh & assoc, inc. 1565 creek street • suite 107 san marcos, california 92078 (760)510-9686 fax 510-9685 January 18, 2006 Mr. Alvin Benedict do Endre Bartanyi, Architect 1321 Stratford Court Del Mar,CA 92104 RCA 06-03-01 Subject: Geotechnical Evaluation of Subsurface Soil Conditions, Remodel/Additions, 2691 Ocean Street, Carlsbad, California. Dear Mr. Benedict, This letter report presents the results of our evaluation of the conditions of the subsurface soils relative to the support of the existing foundation elements of the subject structure. Our work was requested on your behalf by Endre Bartanyi, Architect on January 16, 2006. FINDINGS We visited the site on January 16, 2006 to meet with your contractor to evaluate soft, wet conditions of the soils beneath the grade beam which underlies.the western end of the structure. An excavation was made with hand tools to expose this beam on the north end of the structuxe (see ?late 1.1 - (Jeoteclinical Map). At tills location, it appears as though this grade beam is roughly 24- inches deep relative to the adjoining ground surface. Based on our experience with another residence several buildings to the north this element is, most likely, 24-inches wide. The subsurface conditions exposed in the excavation consisted predominantly of silty to clayey sand with occasional layers/pockets 01 sandy clay, this material is classified as undocumented fill and, most likely, extends to the beach deposits below. We understand that when the excavation was started, there was free water seeping into the excavation from the northeast corner. Observations of the adjoining property to the north indicates that there is a drain pipe/hose extending out of the structure and exits onto the strip of soil along the fence line in tnis vicinity. As shown of the log of the test pit (Plate 2) the near surface material is near saturated and low in density. the moisture content decreases slightly with depth with a corresponding increase in density. The results of laboratory testing of the samples retrieved from the test pit indicates that the soils at a depth of* roughly three teet are more suitable for support ottbundation elements than that which is currently supporting the existing foundation elements. § geotechnical engineg / 5 VE:L Mr. Alvin Benedict ECA 06-03-01 'January 18, 2006 Page 2 Distress features to the exposed interior of the structure consisted of cracks/separations/offset-of the masonry block walls atboth the north and south corners of the west end of the building. Additionally, there is a hairline crack which traverses the slab-on-grade in a north/south direction. This crack is located roughly 10 feet in from the west end of the structure. CONCLUSIONS Based on the results of our observations and laboratory testing, we offer the following: The structure element (e.g., grade beam) supporting the west wall of the structure is not embedded in material competent enough to provide adequate vertical and/or lateral support for the structure. While the structure defects described above appear to be associated with original construction .(circa early 1970's) practices and/or materials, the inadequate vertical and/or lateral support (e.g., compressible soils) of the foundation system is, most likely, a contributory factor in the observed distress. To a lesser extent, the effects of the water which is being directed to drain toward the common property line from the property to the north is also contributory to the observed distress. RECOMMENDATIONS Based on the above information we present the following recommendations: Foundation Enhancement. We recommend that the grade beam which supports the west wall of the structure be underpinned on the north and south ends. The underpinning elements should consist of 18-inch diameter (minimum) reinforced concrete caissons at least six feet deep (i.e., 4.5 feet below the existing grade beam. These elements should be positioned such that at least.one-half of the diameter of the caisson is directly beneath the structure to accommodate the proper connection between the two elements (e..& dowels). The reinforcing should be determined by the architect and/or structural engineer. Additionally, we recommend that two additional caissons be installed along the north and south sides of the structure at a distance of 15 feet to the east of the west wall of the structure (see Plate 1.2 - Geotechnical Repair Plan). These caissons should be at least 18-inches in diameter and extend to a depth of roughly 4.5 feet below the adjacent ground surface (i.e., 2.5 feet below the exiting foundation element. Likewise, these 'elements should extend beneath the existing foundation to assure proper connection between these elements. Mr Alvin Benedict ECA 06-03-01 January 18, 2006 Page 3 Limitations. The conclusions and recommendation presented herein are based on our experience in the area and observations and laboratory testing of samples retrieved from a single exploratory excavation. We recommend that a representative be present to observe the conditions of the underpinning excavations prior to the placement of reinforcing steel to assure that the subsurface soil conditions extrapolated across the site are relatively accurate. The recommendations presented herein may need to change or be augmented if the conditions exposed vary considerably from those described herein. If you have any questions pertaining to any of the information provided herein, please call at. your convenience. Respectfully submitted, Evans, Col ta& Associates, F E. David C, M.Sc., PE, C President Principal Geotechnical Engineer, Attachments: Plate 1.1 - Geotechnical Map Plate 1.2 - .Geotechnical Repair Plan Plate 2- Shear Strength Plate 3 - Consolidation Test Results 1• Seepage Sheet of -1.-- Scale: 1"=4' Plate 1.1 _______ evans, colbaugh& assoc, inc. Project No. 06-03-01 Prepared by EDC Date _ 01/06 Project 2691 Ocean Street Reviewed by Date Subject Geotechnical Map - Sheet of -z. Scale: 1=4' Pronncd Cinn (" Plate 1.2 _____ evans, colbaugh & assoc., inc. 06-03-01 Project No. Prepared by EDC Date 01/06 Project 2691 Ocean Street Reviewed by Date Subject Geotechnical Repair Plan U) (U Ile • III I-j X. to — In M CO 1 10 0 - I Depth • - ____________ (feet) __ i rr ___ Sample Type - - ___ Dry a.. 0 t•J Density (pcf) - Moisture 00 0 Content Other _ _ Tests In C) Graphic • Log __________El (U C> - CD (U II I. -J UI I CD (D Ii (DC. C.,-.. U, C) '1 o rt .I. 0 001 (D <a • • 00 Sheet _____ of N Plate 3 ,so& ans, colbaugh& assoc.. inc. Prepared by EDC Date - Reviewed by Date - Project No. 06-03-01 Project 2691 Ocean Street Subject Shear Strength sS '1 S5 \ 4 C C I p A I 0 N S T R 0 I N a N L I D A T I . 101 100 1,000 b..C)00 STRESS (psi) Date: Job No.: 06-03-01 Iowa CONSOLIDATION/EXPANSION Plate TEST DATA evans, colbaugh & assoc. inc. 2691 Ocean Street Line Symbol - - - - ------ ...... - - - -. - Location, Depth, Ft. -TP-1,3 TP-1,3 TP-1,4 .- Sample Type USCS Group Symbol Moisture Content, % 20 18 18 Dry Density, Pcf. 100 107 -- 105 Liquid Limit, _% Plasticity _Index, _% Fines, _% Water Added At, Psf. 250 500 .500 -