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HomeMy WebLinkAbout2685 OCEAN ST; ; CB044012; PermitCGP 384-11 $183.24 $384.11 rD Buildinç City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 C,' Residential Permit Permit No: CB644012 Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: Applicant: ENDRE BARTANYI 2685 OCEAN ST CBAD RESDNTL Sub Type: RAD Status: ISSUED 2031403400 Lot #: 0 Applied: 10/26/2004 $36,960.00 Construction Type: NEW Entered By: SB Reference #: Plan Approved: 12/28/2004 0 Structure Type: Issued: 12/28/2004 0 Bathrooms: 0 Inspect Area: KLOSTERMAN RES 336 SF ROOM ADD Orig PC#: 1 BEDROOM AND 1 BATHROOM Plan Check#: Owner: KLOSTERMAN FAMILY TRUST 12-08-95 1565 HILLCREST AVE 1321 STRATFORD ST 92014 GLENDALE CA 91202 858-755-6005 Building Permit $281.91 Meter Size Add'l Building Permit Fee $0.00 Add'I Red. Water Con. Fee $0.00 Plan Check $183.24 Meter Fee $0.00 Add'I Plan Check Fee $0.00 SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $3.70 PFF $0.00 Park in Lieu Fee $0.00 PFF (CFD Fund) $0.00 Park Fee $0.00 License Tax $0.00 LFM Fee $0.00 License Tax (CFD Fund) $0.00 Bridge Fee $0.00 Traffic Impact Fee $0.00 Other Bridge Fee $0.00 Traffic Impact (CFD Fund) $0.00 BTD #2 Fee $0.00 Sidewalk Fee $0.00 BTD #3 Fee $0.00 PLUMBING TOTAL $48.00 Renewal Fee $0.00 ELECTRICAL TOTAL $20.00 Add'l Renewal Fee $0.00 MECHANICAL TOTAL $30.50 Other Building Fee $0.00 Housing Impact Fee $0.00 Pot. Water Con. Fee $0.00 Housing InLieu Fee $0.00 Meter Size Housing Credit Fee $0.00 Add'l Pot. Water Con. Fee $0.00 Master Drainage Fee $0.00 Red. Water Con. Fee $0.00 Sewer Fee $0.00 Additional Fees - $0.00 TOTAL PERMIT FEES $567.35 FINAI APPRO JAL Inspector: IL-" Date: (H 1'V 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 previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. P MI APPL&di4e-)k~RdrA-J CITY OF CARLSBAD BUILDING DEPART ENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO. _________ EST. VAL. 1 Plan Ck. Deposit Validated By __7 i 25 - . ,I, Address (include Bldg/Suite #) Business Name (at this address) L.-o7 4 I?'L-/< A . #A-Y .1 Lr&'Z CO. A4kP . /jJJ . 183-24 Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units Assessor's Parcel # Existing Use Proposed Use Description of Work SQ.FT. #f Stories fedrooms # o'Bahrooms Name . Address I City State/Zip 3OontcT ntforntraciorO 0wner 0 Aor 0wn - Name Address - City 'State/Zip Telephone # Name - Address ' City state/Zip Telephone # (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 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 tori permit subjects the applicant tg.,p civil penalty of not more than five hundred dollars ($5001). Name I - - Address City state State License # 4s '-S. License Class City Business License # Designer Name Address City State/Zip Telephone State License II - - (6. 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. O 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. Expiration Date___________________ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($1001 OR LESS) O CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, -I shall not employ any person in any manner so as to 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 do $100, in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. DATE_ 14&eLocp OWNERthLDEWECLARATIO_'Mir prj I hereby affirm that I am exempt from the Contractor's License Law for the following reason: 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 / hive 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 coordinite, supervise and provide the major work (include name / address I phone number I 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 ONLY7 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, 25533or 25534 of the PresleyTanner 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 is a construction lending agency for the performance of the work for which this permit is issued (Sec. 30970) 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 al City ordinances and State laws relating to building construction. I hereby authorize representatives of the Citt 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 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 commen d ithin 180 days from 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 commence f r eriod 180 . ys (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE . DATE fu -2% WHITE: Filef'YELLOW: Applicant PINK: Finance - City of Carlsbad Bldg Inspection Request im For: 01/18/2006 Permit# CB044012 Title: KLOSTERMAN RES 336 SF ROOM ADD Description: I BEDROOM AND I BATHROOM Type: RESDNTL Sub Type: RAD Job Address: 2685 OCEAN ST Suite: Lot 0 Location: APPLICANT ENDRE BARTANYI Owner: KLOSTERMAN FAMILY TRUST 12-08-95 Remarks: Total Time: Inspector Assignment: PC Phone: Inspector: f~~7 Requested By: NA Entered By: CHRISTINE CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Comments/Notices/Hold Associated PCRs/CVs Original PC# PCRO5060 ISSUED KLOSTERMAN RES- WALL REPAIR; WEST SIDE GRND FLOOR Inspection History Date Description Act lnsp Comments 12/28/2005 39 Final Electrical PA PC emr 12/28/2005 89 Final Combo NR PC 09/16/2005 17 Interior Lath/Drywall AP JM 07/12/2005 16 Insulation AP PC 07112/2005 24 Rough/Topout AP PC 07/05/2005 63 Walls AP PC DRYPACK @ TOP 06/20/2005 11 Ftg/Foundation/Piers AP PC STRUCT COLUMNS OK TO POUR 05/20/2005 12 Steel/Bond Beam AP PD 2 CAISSONS 05/06/2005 14 Frame/Steel/Bolting/Welding AP PC 05/06/2005 24 Rough/Topout CO PC RECHECK EXTERIOR LEAK @ EXIST DRAIN OK TO INSULATE 05/06/2005 34 Rough Electric AP PC 05/06/2005 44 Rough/Ducts/Dampers AP PC 03/29/2005 13 Shear Panels/HD's AP PC City of Carlsbad Bldg Inspection Request For: 12/28/2005 Permit# CB044012 Title: KLOSTERMAN RES 336 SF ROOM ADD Description: I BEDROOM AND I BATHROOM Type: RESDNTL Sub Type: RAD Job Address: 2685 OCEAN ST Suite: Lot 0 Location: APPLICANT ENDRE BARTANYI Inspector Assignment: PC Phone: 6192063450 Inspector: Owner: KLOSTERMAN FAMILY TRUST 12-08-95 Remarks: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical -. 49 Final Mechanical Requested By: BRENNAR Entered By: CHRISTINE Act Comment E1 Comments/Notices/Hold Associated PCRs/CVs PCR05060 ISSUED KLOSTERMAN RES- WALL REPAIR; WEST SIDE GRND FLOOR Inspection History Date Description 09/16/2005. 17 Interior Lath/Drywall 07/12/2005 16 Insulation 07/12/2005 24 Rough/Topout 07/05/2005 63 Walls 06/20/2005 11 Ftg/Foundation/Piers 05/20/2005 12 Steel/Bond Beam 05/06/2005 14 Frame/Steel/Bolting/Welding 05/06/2005 24 Rough/Topout 05/06/2005 34 Rough Electric 05/06/2005 44 Rough/Ducts/Dampers 03/29/2005 13 Shear Panels/HD's 03/29/2005 14 Frame/Steel/Bolting/Welding 02/25/2005 13 Shear Panels/HD's Act Insp AP JM AP PC AP PC AP PC AP PC AP PD AP PC CO PC AP PC AP PC AP PC WC PC PA PC Comments DRYPACK @ TOP STRUCT COLUMNS OK TO POUR 2 CAISSONS RECHECK EXTERIOR LEAK @ EXIST DRAIN OK TO INSULATE BOLTS © INT. SHEAR © WEST GARAGE WALL Carl Schmidt Inspection Services, Inc. P. O. Box 178403 San Diego, CA 92177-8403 (619) 855-9252 Proje Addr City: Permit Number: C/Sq 41 101- Plan File Number: TYPE OF OBSERVATIONS: Reinforcing Steel Reinforced Concrete Structural Masonry Epoxy Prestressed Concrete Shop Welding____ Bolting Number of Samples: _____ Type: MaterialslDesignMixlPsi: Iding Ai~ Fireproofing____ Date: /44JQAa5 WORK INSPECTED CONFOJMS WITH APPROVED PLANS AND SPECIFICATIONS UNLESS OTHERWISE NOTED ZT. - . 41//Jo1J z)3 511 TIME IN:29e5C2 TIMEOUT:1? 00 Inspector (Print) Certification # - General Contractor: (4't.c h- Address: 18354 &4J 43 iL1 City: cfee,-%' 4Ot Phone: - ,V.4- ','Si i' - ' Authorized J9b Site Contact Signatá Structural Insivections "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: KLOSTERMAN RESIDENCE Project Address:2685 OCEAN ST. Architect: ENDRE BARTANYI Engineer: PALOS VERDE ENG.IRJ. Contractor: CHESTER CONST. CORP. Page: _lof I Report #:04 Permit #: CB044012 File #: DSA #: N/A Other: N/A 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 Conc. PSI 6000 Clearances Concrete 0 Mortar/Grout 0 Grout PSI Positions o Fireproofing Conc. Cylinders 3 0 Mortar PSI Sizes o Other: 0 Fireproof Steel #3, 5, 6 Laps o Other: 0 Other: 0 Elect/Wire Consolidation o Other: 0 Other: 0 Fireproof 0 Torque Ft.Lbs: o Other: 0 Other: 0 Other: Other: o Other: 0 Other: 0 Other: Other: INSPECTED REINFORCING STEEL OF THE 2 NEW RETROFIT C.I.P. COLUMNS AT THE LOW FOUNDATION. INSPECTED REBAR FOR SIZE, GRADE, LAP, LOCATION, CLEARANCES. MONITORED THE PLACEMENT, CONSOLIDATION OF 2.0 CUBIC YARDS OF 6,000 PSI CONCRETE AT THE ABOVE NOTED COLUMNS. OBTAINED ONE SET OF 3 TEST SAMPLES. CONCRETE SUPPLIED BY ESCONDIDO READY MIX. CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies wit pproved plans, specifications and applicable sections of the building codes. This report covers the lo, catio the work inspected and does not constitute opinion or project control. 1 Inspector: MARIO BATTAGLIA Cert: City of SD #350 'V / V / 6/21/05 I Sianäture 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: KLOSTERMAN RESIDENCE Project Address:2685 OCEAN ST. Architect: ENDRE BARTANYI Engineer: PALOS VERDE ENG.IRJ. Contractor: CHESTER CONST. CORP. Page: _1 of I Report #:03 Permit #: CB044012 File #: DSA #: N/A Other: N/A INSPECTION MATERIAL SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST o Structural Steel o H.S. Bolts 0 H.S. Bolts Plans/Specs o Masonry 0 Prisms Conc. PSI 6000/29PH 0 Clearances C] Concrete 0 Mortar/Grout 0 Grout PSI 0 Positions o Fireproofing 0 Conc. Cylinders 0 Mortar PSI Sizes E] Other: 0 Fireproof Steel 5/8" ALL THREAD 0 Laps Other: EPDXY 0 Other: 0 Elect/Wire 0 Consolidation o Other: 0 Other: 0 Fireproof 0 Torque Ft.Lbs: E] Other: 0 Other: Other: SIMPSON SET Other: lCBO 5279 o Other: 0 Other: - Other: 6°, 16" EMBED Other: PERFORMED CONTINUOUS SPECIAL INSPECTION ON THE INSTALLATION OF THE FOLLOWING EPDXY INSTALLED ITEMS: 1)4 TOTAL, 5/8" ALL THREAD COLUMN ANCHOR BOLTS INTO (E) LOW FOUNDATION. REF. 2B/53. 2)6 TOTAL, #5 x 40" DOWELS INTO (E) LOW FOUNDATION. REF. DET. 1, 2A/S3. VERIFIED BAR, 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 the work inspected- and does not constitute opinion or project control. Inspector: MARIO BATTAGLIA Cert: City of SD #350 ( 6/13/05 'Signatur 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: KLOSTERMAN RESIDENCE Page: _1 of I Report #: 02 Project Address:2685 OCEAN ST. Permit #: CB044012 Architect:ENDRE BARTANYI File #: Engineer:PALOS VERDE ENG.IRJ. DSA #: N/A Contractor: CHESTER CONST. CORP. Other: N/A 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 Conc. PSI 4000/8275P Clearances Concrete 0 Mortar/Grout 0 Grout PSI Positions o Fireproofing Conc. Cylinders 4 0 Mortar PSI Sizes o Other: 0 Fireproof Steel #6 Laps E] Other: 0 Other: 0 Elect./Wire Consolidation o Other: 0 Other: 0 Fireproof 0 Torque Ft.Lbs: C] Other: 0 Other: 0 Other: 0 Other: E] Other: 0 Other: 0 Other: 0 Other: MONITORED THE PLACEMENT, CONSOLIDATION OF 6.0 CUBIC YARDS OF CONCRETE AT THE 2 NEW CAISSONS. OBTAINED ONE SET OF 4 TEST SAMPLES CERTIFICATION OF COMPLIANCE: All reported work, unless otherwise noted, complies kvith approved plans, specifications and applicable sections of the building codes. This report covers the locati96/f the work inspected and does not constitute opinion or project control. A f7? I II Inspector: MARIO BATTAGLIA Cert: of SD #350 5/24/05 Date Copies of report submitted to: Structural Inspections "A Special Inspection Company" 440 Tilling Way, El Cajon, CA 92020 lephone: (619) 749-4912, Fax: (619) 749-5693, Cell: (619) 770-9559, Pager: (619) 907-3511 Inspection Report Project Name: KLOSTERMAN RESIDENCE Project Address:2685 OCEAN ST. Architect: ENDRE BARTANYI Engineer: PALOS VERDE ENG.IRJ. Contractor: CHESTER CONST. CORP. Page: _lof 1 Report #:01 Permit #: CB044012 File #: DSA #: N/A Other: N/A INSPECTION MATERIAL SAMPLING CITY 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 E] Other: 0 Fireproof Steel #6 0 Laps Other: EPDXY 0 Other: o Elect/Wire o Consolidation o Other: 0 Other: 0 Fireproof 0 Torque Ft.Lbs: o Other: 0 Other: Other: SIMPSON SET Other: ICBO 5279 C] Other: 0 Other: Other: 10" EMBED 0 Other: PERFORMED CONTINUOUS SPECIAL INSPECTION ON THE INSTALLATION OF # 6 REBAR EPDXY DOWELS INTO (E) FOOTINGS AT NEW CAISSONS 24" DIA. REF. DET. A, C/R2 VERIFIED BAR TYPES, SIZES, HOLE SIZES, DEPTH, LOCATION, CLEANLINESS EPDXY TYPE AND EXPIRATION DATE 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 location he work inspected and does not constitute opinion or project control. j --7-- 17/ A I Inspector: MARIO BATTAGLIA Cert: City of SD #350 5/23/05 Date Copies of report submitted to: TESTING SERVICES & INSPECTION INC. 3030 Main Street A Quality AssuranceFirm" San Diego, CA 92113 (619) 234-9904 (619) 234-4931 Fax REPORT OF COMPRESSION TESTS Project Name: KLOSTERMAN RESIDENCE Project Address: 2685 OCEAN STREET Permit Number: CB044012 Architect: ENDRE BARTANY Engineer: PALOS VERDES File Number: Contractor: CHESTER CONSTRUCTION Job Number: N/A To Be Billed To: STRUCTURAL INSPECTIONS I Other: N/A Sample Data Report of ncrD Mortar Grout Other Supplier ESCONDIDO READY MIX Placement Date 5-24-05 Mix Description 4000 1" Ticket No./Load No. 133820, P I Mix Number 8275 P Time in Mixer 60 MINUTES Design Strength 4000 Admixture N/A Type Cement N/A Air Content N/A Concrete Temp. 76 F Unit Weight N/A Slump 4%" Location of Placement: CAISSONS Special Test Instruction or Remarks N/A ASTM Test (s) Performed J SAMPLING FRESHLY MIXED CONCRETE (C172) [] AIR CONTENT BY PRESSURE METHOD (C231) []SL1.MP (C143) ] TEMPERATURE (C1064) MAKING & CURING CONCRETE IN FIELD C31) fl AIR CONTENT BY VOLUMETRIC METHOD (C173) fl UNIT WEIGHT, YIELD, & AIRCONTNT(CI38) Required Strength (f'c) 2500 PSI at 28 days Samples Made by MARIO BATIAGLIA Date Received in Lab 05-27-05 Laboratory Data Age Field Lab Control Date Dimensions Test Area Max Load Compressive AS.TM Identity Number Tested Inches Square Inches Pounds Strength PSI C39 07 Days 0118-05 A 05-31-05 1 6 x 12 28.27 77,000 2,754 B 28 Days 0118-05 B 06-21-05 6 x 12 28.27 116,500 4,120 A 28 Days 0118-05C 06-21-05 6x12 28.27 116,C60 4,100 HOLD 0118-05 D HOLD Lab Use TESTS PERFORMED UNDER THE RESPONSIBLE CHARGE OF RCE #C26676 DENNIS ZIMMERMAN I/CONFORMS ()DOES NOT CONFORM A B C D E Cone Cone & Cone Shear Columnar Split Shear FOR INFORMATION ONLY Sketches of Types of Fractures per ASTM C39 TESTING SERVICES & INSPECTION INC. 3030 Main Street A Qualitii Assurance Ffrm" San Diego, CA 92113 (619) 234-9904 (619) 234-4931 Fax REPORT OF COMPRESSION TESTS Project Name: KLOSTERMAN RESIDENCE Project Address: 2685 OCEAN STREET Permit Number: CB044012 Architect: ENDRE BARTANY Engineer: PAL OS VERDES File Number: Contractor: CHESTER CONSTRUCTION I Job Number: N/A To Be Billed To: STRUCTURAL INSPECTIONS I Other: N/A Samnie Data Report of 4z Conc Mortar - Grout Other Supplier ESCONDIDO READY MIX Placement Date 6-21-05 Mix Description POLYHEAD 9 SK Ticket No./Load No. 282537,# 1 Mix Number 29PH Time in Mixer 70 MINUTES Design Strength 6000 . Admixture N/A Type Cement N/A Air Conten: N/A Concrete Temp. 78 F Unit Weight N/A Slump 5" Location of Placement: C.I.P. COLUMNS AT LOW FOUNDATION Special Test Instruction or Remarks N/A ASTM Test (s) Performed [] SAMPLING FRESHLY MIXED CONCRETE (C172) [] AIR CONTENT BY PRESSURE METHOD (C2:. I) [SLUMP (CI43) I] TEMPERATURE (C1064) ( MAKING & CURING CONCRETE INFIELD (C31) fl AIR CONTEN I BY VOLUMETRIC METHOD (C173) ITI UNIT WEIGHT, YIELD, & AIR CONTENT (C138) Required Strength (Pc) 3000 PSI at 28 days Samples Made by MARIO BATI'AGLR Date Received in Lab 06-23-05 Laboratory Data Age Field Identity Lab Control Number Late Tested :Dimensi:ns Inches Test Area Square Inches Max Load Pounds Compressive Strength PSI ASTM C39 07 Days 0141-05 A 06-28-05 6 x 12 28.27 99,000 3,502 B 28 Days 0141-05 B 0749-05 6 x 12 28.27 167,500 5,925 A 28 Days 0141-05 C 07-19-05 6 x 12. 28.27 153,000 5,412 C TESTS PERFORMED UNDER THE RESPONSIBLE CHARGE OF RCE #C26676 DEWS ZIMMERMAN A Cone Split Sketches of Types Lab Use I J j LI B C D Cone & Cone Shear Shear of Fractures per ASTM C39 [ii E Columnar ICONFORMS DOES NOT CONFORM ()FOR INFORMATION ONLY 4— - EsGil Corporation In cPartners flip witfi covernment for ui(iing Safety DATE: November 9, 2004 JURISDICTION: Carlsbad PLAN CHECK NO.: 04-4012 SET: I. PROJECT ADDRESS: 2685 Ocean Ave PROJECT NAME: SFD Addition for Klosterman APPLICANT _ Cl PLAN REVIEWER O FILE 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. Elil 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: 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: Telephone #: Date contacted: ,,' Ii3Iç: ) Fax #: -- f•) Mail Telephone Fax In Person REMARKS: The architect must sign the fIrst sheet of the structural calculations. 7'Imprint, tape or staple MF-1 R form of the energy calculations. By: Abe Doliente Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ 0 PC 10/28/04 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad 04-4012 November 9, 2004 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad •PLAN CHECK NO.: 04-4012 PREPARED BY: Abe Doliente DATE: November 9, 2004 BUILDING ADDRESS: 2685 Ocean Ave BUILDING OCCUPANCY: R-3/U-1 TYPE OF CONSTRUCTION: V-N BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) SFD Addition 336 per city 36,960 Air Conditioning Fire Sprinklers TOTAL VALUE 36,960 Jurisdiction Code Icb IBY Ordinance I 1 Bldg. Permit Fee by Ordinance V $281.91 Plan Check Fee by Ordinance v] I $183,241 Type of Review: El Complete Review 0 Structural Only El Other 0 Repetitive Fee 1W j Repeats Hourly Hour * Esgll Plan Review Fee $1 57.87 Comments: Sheet I of I macvalue.doc Lee Citv of Carlsbal- I TI 24 - - wasp moil QXZR di iII BUILDING PLANCHECK CHECKLIST DATE: 10/20/1).5 BUILDING ADDRESS: 7,G-05 OMP(~ PROJECT DESCRIPTION ASSESSOR'S PARCEL NUMBER: 20?, - ENGINEERING APPROVAL The item you have submitted for review has been approved. The approval is based on plans, information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifications, must be reviewed by this of.-.e to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to build. PLACHK NO.: CB VZ t)tflO4 I1/1+0.3L EST. VALUE: 3b,'I) DEPARTMENT DENIAL Please see the attached report of deficiencies marked with 0. Make necessary corrections to plans. or specifications for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: Date: U A Right-of-Way permit is required prior to construction of the following improvements: By: Date: By: Date: FOR OFFICIAL USE ONLY ENGINEER AUTHORIZATION TO ISSUE BUILDING PERMIT'L Y: r Date: ATTACHMENTS Dedication Application El Dedication Checklist U Improvement Application Improvement Checklist U Future Improvement Agreement [1 Grading Permit Application U Grading Submittal Checklist U Right-of-Way Permit Application O Right-of-Way Permit Submittal Checklist and Information Sheet O Sewer Fee Information Sheet ENGINEERING DEPT. CONTACT PERSON Name: - Linda Ontiveros City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 920CS Phone: (760) 602-2790 CFD INFORMATION Parcel Map No: Lots: Recordatibn: 1 Carlsbad Tract: ) ) fk CA 920O-7314 • (760) 602-2720 • FAX (760)6028562 BUILDING PLANCHECK CHECKLIST SITE PLAN V D3RD / 0 0 1. Provide a fully dimensioned site plan draw)cale. Show: rth Arrow R-ght-of-Way Width & Adjacent Streets V.Exis9fing & Proposed Structures drawn/ Driveway widths C. xfsting Street Improvements H. Existing or proposed sewer lateral Cg: Lines I. Existing or proposed water service E. Easements J. Existing or proposed irrigation service 0 0 2. Show on site plan: A. Drainage Patterns Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining Street or an approved drainage course. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swale 5' away from building." B. Existing & Proposed Slopes and Topography C. Size, type, location, alignment of existing or proposed sewer and water service (s) that serves the project. Each unit requires a separate service, however, second dwelling units and apartment complexes are an exception. D. Sewer and water laterals should not be located within proposed driveways, per standards. 0 0 3. Include on title sheet: Site address Assessor's Parcel Number Legal Description For commercial/industrial buildings and tenant improvement projects, include:. total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION F:ENG TEcH cOUNrERsBUILDING PLNcHEcIc cKLST FORM.dac 2 Rev. 7114100 BUILDING PLANCHECK CHECKLIST ;ST 2ND 3R0 DISCRETIONARY APPROVAL COMPLIANCE El 4a. Project does not comply with the following Engineering Conditions of approval for ProjectNo._______________________________________________ El 0 0 4b. All conditions are in compliance. Date: . DEDICATION REQUIREMENTS iEEi 0 5. Dedication for all Street Rights-of-Way adjacent to the building site and 'any storm drain or utility easements on the building Site is required for all new buildings and for remodels with a value at or exceeding $_15.000_, pursuant to, Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor prepare the appropriate legal description together with an 8 1/2" x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached p!ease find an application form and submittal checklist for the dedication process. Submit the completed application form with the required checklist items and fees to the Engineering Department in person. Applications will not be accept by mail or fax. Dedication completed by: Date: IMPROVEMENT REQUIREMENTS 0 El 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value - of the construction exceeds $_75,000 , pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: - Attached please find an application form and submittal checklist for th3 public improvement requirements. A registered Civil Engineer must prepare the appropriate improvement plans and submit them together with the requirements on the attached checklist to the Engineering Department through a separate plan check process. The completed application form and the requirements on the F:ENG TECH cOUNIEPflUILWNG PLANcHEcK CKIST FORM.doc 3 Rev 7114100 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: Date: U 0 0 6b. Construction of the public improvements may be deferred pursuant to Carlsbad Municipal Code Section 18.40. Please submit a recent property title report or current grant deed on the property and processing fee of $310 so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: 0 0 0 6c. Enclosed please find your Neighborhood Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Neighborhood Improvement Agreement completed by: Date: 0 0 0 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adjacent to building site must be repaired to the satisfaction of the City Inspector prior to occupancy. GRADING PERMIT REQUIREMENTS The conditions that invoke the need for a grading permit are found in Section 11.06.030 of the Municipal Code. 0 U 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). 0 0 0. 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: F1 U 0 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) F,EPdG TECH cOUNTERBUILDING PLANCHECK CKLST FORMAN Rev. 7114100 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD DD ED Q 7d .No Grading Permit required. 7é. If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS. 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or private work adjacent to the public Right-of-Way. Types of work include, but are not limited to: Street improvements, tree trimming, driveway construction, tying into public storm drain, sewer and water utilities. Right-of-Way permit required for: IU ED 0 9. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad sewer Service area, you need to contact the Carlsbad Municipal Water District, located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can provide forms and assistance, and will check to see if your business enterprise is on the EWA Exempt List. You may telephone (760) 438-2722, extension 7153, for assistance. Industrial Waste permit accepted by: Date: 10. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharçe Elimination System (NPDES) permit. The applicant shall provide best management practices to reduce surface pollutants to an acceptable level prior to discharge to sensitive areas. Plans for such improvements Shall be approved by the City Engineer prior to issuance of grading or building permit, whichever occurs first. 11 L Required feesare attached Q,No1ees WATER METER REVIEW O 12a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. All single family dwelling units received "standard" 1" service with 5/8" service. F:ENG TECH COUNTERMILDING PUNcHECK CKLST FORM.doc . P.oy 7114100 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD If owner/developer proposes a size other than the "standard", then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. Maximum service and meter size is a 2" service with a 2" meter. If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand. (manifolds are considered on case by case basis to limit multiple trenching into the Street). O 0 0 12b. Irrigation Use (where recycled water is not available) All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "I", and potable water is typically a circled 'W". The irrigation service should look like: ,-m. STA 1+00 Install 2" service and 1.5: meter (estimated 100 gpm) If the improvement plans do not list the irrigation• meter and the service/meter will be installed via another instrument such as the building plans or grading plans (w/ a right of way permit of course), then the applicant must provide irrigation calculations for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically, Larry Black has .already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep a set for your reference. In general the calculations will include: Hydraulic grade line Elevation at point of connection (POC) Pressure at POC in pounds per square inch (PSI) Worse case zone (largest, farthest away from valve Total Sprinkler heads listed (with gpm use per head) Include a 10% residual pressure at point of connection 3. In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located within the City recycled water F:ENO TEcH cOUNTEffiBUILDING PI.ANCHECK CKLST FORM.doc Rev. 7114100 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. E 0 0 12c. Irrigation Use (where recycled water is available) Recycled water meters are sized the same as the irrigation meter above. If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, this should have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this. 0 0 0 13. Additional Comments: A FENG TECH cOUNTER8UI WING Pt.ANCHECI( CKLST FOAM.dac 7 Rm.7114100 PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST 0 Plan Check No. CB (YIL4OI Address bee-&n Am Planner Chris Sexton Phone (760) 602-4624 APN: Q O.lLIO ( Type of Project & Use: .._f Net Project Density:Yl.O DU/AC Zoning: R3 General Plan: _Ri-i Facilities Management Zone: I CFD (in/out) #_Date of participation: Remaining net dev acres:______ (For non-residential development: Type of land used created by this Circle One permit: ) Legend: Item Complete 0 Item Incomplete - Needs your action AL IL "D rL Required: YES NO V'TYPE 0 Environmental Review ____ DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: 0 0 0 Discretionary Action Required:. YES ,' NO TYPE t'Y) I flOC COP APPROVAL/RESO. NO. DATE_____ PROJECT NO. OP 044c OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: 0 Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES_t/' NO____ CA Coastal Commission Authority?' YES___ NO___ If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): UdUP Coastal Permit Determination Form already completed? YES____ NO____ If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log Follow-Up Actions: Stamp Building Plans as mExempt7 or"Coastal Permit Required" (at minimum Floor Plans). Complete Coastal Permit Determination Log as needed. do 0 IncIusionary Housing Fee required: YES ____ NO .- (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES ___ NO___ (A/PIDs, Activity Maintenance, enter CB#, toolbar, Sôreens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) Site Plan: I1:ADMIN\COUNTERBId9PInCPIkReVChkISt Rev aoi Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines. tq easements, existing and proposed structures, streets, existing Street improvements, right-of-way width, dimensional- setbacks and existing topographical lines (including all side and rear yar slopes). Provide legal description of property and assessor's parcel number. Policy 44— Neighborhood Architectural Design Guidelines at 0 Applicability: YES NO 0 0 0 Project complies YES_NO________ Zoning: E2ti 0 .1. Setbacks: Front: Interior Side: Required O Required . Shown Shown _1 Street Side: Required Shown Rear: Required 10' Shown (O'-+ Top of slope: Required ____Shown 0 2. Accessoly structure setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required. Show Structure separation: Required 0 EE1i 100, Required ° Shown <0 70 Lot Coverage: el000" [3 Height: Required _cO' Shown i.i.i 5. Parking: Spaces Required Shown (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE H:\ADMIMCOUNTERBIdgPInchkRevChIdSt Rev WOI City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Plan Check Revision Permit No:PCRO5O6O O4-26-2O0 Building Inspection Request Line (760) 602-2725 Job Address: 2685 OCEAN ST CBAD Permit Type: PCR Status: ISSUED Parcel No: 2031403400 Lot #: 0 Applied: 03/29/2005 Valuation: $0.00 Construction Type: NEW Entered By: LSM Reference #: CB044012 Plan Approved: 04/26/2005 Issued: 04/26/2005 Project Title: KLOSTERMAN RES- WALL REPAIR Inspect Area: WEST SIDE GRND FLOOR Applicant: Owner: ENDRE BARTANYI KLOSTERMAN FAMILY TRUST 12-08-95 1565 HILLCREST AVE 1321 STRATFORD CT 92014 - GLENDALE CA 91202 (858)755-6005 Plan Check Revision Fee $420.00 Additional Fees $0.00 Total Fees: $420.00 Total Payments To Date: $0.00 Balance Due: $420.00 6801 04/26/05 0002 01 02 420-00 FINAL APPROVAL Date: 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 lees/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 FOR OFFICE USE ONLY Po-"eZT 000 PLAN CHECK NO._ _________ EST.VAL. .JL1JII !I • Plan Ck. Deposit Validated By_________________________ Date________________ PERMIT APPLICATION CITY OF PARTMENT 1635 Far OP, 04 '-10 it Address (include Bldg/Suite #) Business Name (at this address) Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units Assessor's Parcel # Existing Use - Proposed Use - Description of Work SQ. FT. #of Stories # of Bedrooms # of Bathrooms Oi[TAPERSoiI1if pliS ) qn Z.Tñ57AL; 1A,JtI rr ZOi4- Name Address . . City ' State/Zip . Telephone # Fax # Name . Address City State/Zip - Telephone # - Name Address City state/Zip , Telephone # L5 77: CONTFA - - (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 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 exergtiQo. Any violation of Section 7031.5 by any applicant fora permit subjepts the applicant to a civil_pena;y of not more than five hundred dollars ($5001). Name - Address City State/Zip Telephone # State License # 2 ... License Class City Business License # ( 2... L 1 Designer Name Address City State/Zip, Telephone State License # .777 7 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. "l 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 '-It)r.g Policy No.1 04 1 33 -200 11 Expiration 'Date - (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 dollars ($1OO,000),mddition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees. SIGNATURE DATE 4.2C (oq '3uapsi Apu;12us woi uotuusip s) id u1oq qom (pa1M 'pquinjd) pjjsu iai .zo 'asnoq pae31qtJ-1d 'U104 apq9W . OHOW 'oj awes aqi uo sun paqu aj saj i sq 2upnq atp daxa s ameS 'sn.m wow 10 S 'Aflue;-p1nW +sj -(xad-pmth 'xaid)13 xajdnp :-Za) atias jpap 10 '2u)qunijd '2jeai .zaseux arnqs £eui suf1 -suun 2uqjaMp .moj .10 1aan 'otvu 2u UO2UO3 'oj a12uts 0 UO am23n.Us jepuapsai V s2pm t 02 Z 'itW0J-tflLA tr-A jied auzoq ou inq liol 10flPAPUl ue uo iaei 10 awoq aqouz e aq A Auuei2, ptpeap e aq Ae ssausnq 0 10 'ae2 ei patpeap Jo paqee ue aeq Ae 'sapis mo; je uo ewe uado tp1m asnoq Awej-auo y :paq3eap pueJ-a)2uS as - (xajd-jjeq 'asitOti MW 'ano1uhto2 :'2) wass 2upeaq pue 2uqunid UMO SEH 'au[ oj e 'SuTux.zo; 10 'e ;ooi o uoepuno; woij Zupuaxa Sj0M uouTwoz aioui 10 auo tptM 'sasnoq iai.o atom 10 auo 02 patpee asnoq flwe;-auo v paipeuc '4 fl1ue;-aI2uS vs UO!ld!iosaO .., ep03 'uopejdde s!42 ;o uoi; atj uo a2ed ai ;o do2 ati a2epdoldde aq u adX-a1nplu2s 20] ;o apo 2nd S0 Id 2Unj10M aq ifiM TtOA t(M UO fl2flJ2S aq2 saq.z3sap Saq 20t2 a1n3Mu3s jeuapsai JO dd2 at{2 auuaiap )Sj 2UM0Ij0J aq WOIA (Auo ;wa IUD11aP!SU IflIM s) diCj-aanJ3nJ3 - Z Isiri - _ EsGil Corporation In (Partnership with government for tBuilding Safety DATE: April 18, 2005 0 APPLICANT C~qa=UORIS. JURISDICTION: Carlsbad LAN REVIEWER 0 FILE PLAN CHECK NO.: PCRO5-060(04-4012) SET: II PROJECT ADDRESS: 2685 Ocean Avenue PROJECT NAME: Ground Floor Wall Repair for Klosterman D 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.- fl The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. E The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check listis enclosed for the jurisdiction to forward to the applicant contact person. E The applicant's copy of the check list has been sent to: 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: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person REMARKS: Please see the attached outstanding corrections for the architect/engineer to comply. By: Bert Domingo Enclosures: Esgil Corporation D GA 0 MB U EJ 0 PC 4/11/05 tmsmtLdot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 'CarIb'ad PCR05-60(04-4012) April 18, 2005 Please show the height of the walls shown on detail 11S3 to include the depth of embedment of the moment frame column((E) W8). On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. Section 106.3.2. REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 of the Uniform Building Code. ITEM REQUIRED? REMARKS SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION STRUCTURAL CONCRETE OVER 2500 PSI FIELD WELDING EXPANSION/EPDXY ANCHORS PILES/CAISSONS DESIGNER-SPECIFIED OTHER EsGil Corporation In cPartnersñip with government for uifi(ing Safety DATE: APRIL 7, 2005 JURISDICTION: Carlsbad PLAN CHECK NO.: PCR05-060 (04-4012) SET: I PROJECT ADDRESS: 2685 Ocean avenue PROJECT NAME: Ground Floor Wall Repair for Klosterman U PLAN REVIEWER U FILE LI The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. LI 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. fl 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. LII The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Endre Bartanyi 1321 Stratford Court, Del Mar, CA 92014 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: ndre Telephone #: (858) 755-6005 .Date ceMctd: (by: Fax #: Mail elephone Fax In Person REMARKS: By: Bert Domingo Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ 0 Pc 3/31/05 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 carlsbad PCR05-060 (04-4012) APRIL 7, 2005 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: PCR05-060 (04-4012) JURISDICTION: Carlsbad PROJECT ADDRESS: 2685 Ocean avenue STORIES: HEIGHT: Varies FLOOR AREA: REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 07/06/04 DATE INITIAL PLAN REVIEW COMPLETED: APRIL 7, 2005 FOREWORD (PLEASE READ): DATE PLANS RECEIVED BY ESGIL CORPORATION: 3/31/05 PLAN REVIEWER: Bert Domingo 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 1999 NEC (all effective 11/1/02). 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 PCRO5-060 (04-4012) APRIL 7, 2005 Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (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 92009, (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. NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. Final sets of plans and any new calculations to be stamped and signed by engineer and /or architect of record also. Please submit complete calculations for the wall system carrying the existing moment frame system. Please include out of and in plane and vertical loading analysis. Please show the height of the walls shown on detail 1/S3 to include the depth of embedment of the moment frame colUmn((E) W8). Please submit calculations for the existing grade beam to verify stability due to the vertical and overturning effect of the new shear walls. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. Section 106.3.2. REQUIRED SPECIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 1701 of the Uniform Building Code. ITEM REQUIRED? SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION STRUCTURAL CONCRETE OVER 2500 PSI FIELD WELDING EXPANSION/EPDXY ANCHORS PILES/CAISSONS DESIGNER-SPECIFIED OTHER REMARKS Carlsbad PCR05-060 (04-4012) APRIL 79 2005 6. 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. 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 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 Bert Domingo at Esgil Corporation. Thank you., APR-11-2005 13:47 From:PALOS VERDES ENGRG 8587598324 To:858 755 6005 P.I'I Carlsbad PCR05-060 (04-4012) April 7, 2005 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: pt.eg 6g. PLAN CHECK NUMBER: VOWNER'S NAME: Jsi I, as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or the architect/engineer of record, will be responsible for employing the special inspector(s) as ft niform Building Code (UBC) Section 1101.1 for the construction project loc d above. USC Section 106.3.5. Signed I aw I, as the engineerlarchitect of record, certify that I have prepared the following special inspection program as required by USC Section 106.3.5 for the consi located at the site listed above. FESSIo List of work requiring special Inspection: 0FCWr' Soils Compliance Prior to Foundation Inspection S Field We ung Structural Concrete Over 2500 PSI 0 High Strength Bolting O Prestressed Concrete I Expansion/Epoxy Anchors O Structural Masonry 0 Sprayed-On Fireproofing O Designer Specified 0 Other Name(s) of individual(s) or firm(s) responsible for the special Inspections listed above: A. OSj57ROC.7J T&77#J( /jC. C. -S Duties of the special inspectors for the work listed above: A. Cistv&t,ibAf •Po 6iie S. C. SMCISI Inspectors shalt check in with the City and present their cradentiale for approval oiler to beginning work on the job site. V., - Carlsbad PCR05-060 (04-4012) APRIL 79 2005 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: PCRO5-060 (04-4012) PREPARED BY: Bert Domingo DATE: APRIL 7, 2005 BUILDING ADDRESS: 2685 Ocean avenue BUILDING OCCUPANCY: R3 Ui TYPE OF CONSTRUCTION: VN BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code 1CB IY Ordinance Bldg. Permit Fee by Ordinance vj Plan check Fee by Ordinance V I $420,001 Type of Review: D Complete Review Structural Only 0 Repetitive Fee 0 Other __ ourly _ Repeats H Hours 171 0 * Esgil Plan Review Fee I $336.00I * Based on hourly rate Comments: Sheet I of 3 macvalue.doc Mar IS 05 11:46a Evans, Colbaugh & Rssoc 7605109685 p.2 low& evans, colbaugh & assoc, hic. 1565 creek street • suite 107 san marcos, california 92069 (760) 510.9686 fax 510-9685 March 16,2005 Mr. &Mrs Edward Kiosterman ô/oEndre Bartanyl, Architect 1321 Stratford Court Del Mar, CA 92104 ECA 05.19-01 Subject: Geotechnical Evaluation of Subsurface Soil Conditions, Remodel/Additions, 2685 Ocean Street, Carlsbad, California. Dear Mr. & Mrs. Klosterman, 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 March 11, 2005. FINDINGS We visited the site on March 14,2005 to meet with Mr.. BartanyI and your contractor to evaluate soft, wet conditions of the soils beneath the grade beam which underlies, the western end of the structure. Excavations were made to expose this beam on the north and south ends of the structure. At these locations, it appears as though this grade beam is roughly 18 to24-inches deep We understand that it is 24-inches wide. On the north end, the upper, roughly 12 to 18-inches of soil exposed consisted of loose/soft, wet fill soils. The soil material at the base of the foundation also appears to be wet, however, it is a stiff/dense clayey sand to sandy clay. The conditions exposed in the excavation at the south side of the grade beam indicates that there are also liii soils in the upper 12 to 18-inches, some of which are associated with a trench to accommodate several drainpipes along this side of the structure. Again, the soiLbeneath the grade beam appears to be stiff/dense clayey sand to sandy clay. At both locations, the grade beam is resting on soil material which is adequate for vertical support, but it is not embedded in material which is acceptable for lateral support. This is substantiated by our laboratory testing of a sample of the soils from the excavation of the north end of the structure (see Plate 2 - Shear Strength). geotechnical engineering Ql Cr c.6 014 Mar 16 05 11:47a Evans, Co1bauh & Assoc 7605109685 p.3 low& Mr. & Mrs. Klosterman ECA G5-19-01 March 16, 2005 Page 2 The structure wall at the north end of the building is distressed in the form of vertical cracks/separation and general deterioration of the construction materials. While these defects appear to be associated with the original construction (circa early 1970's) practices and/or materials, the inadequate lateral support of the foundation system is, most likely, a contributory factor in the observed distress. We understand that during heavy wind conditions, there is a perception/reality that the structure sways in response to the wind. This swaying motion corresponds to a rocking motion of the foundation system and, coupled with a lack of lateral foundation support, results in excessive distortion of structure frame/exterior walls. We performed a manometer survey to determine the relative levelness oldie lower level stab-on-grade. The results of this survey indicate that the portion ofthe slab along the exterior walls appear to be down, roughly 3/4 to I-inch relative to the center of the slab (see Plate I - Floor Level Survey). Due to the presence of furniture in this room, we were able to expose only a portion of the slab-on-grade in the southeast corner. No cracks were observed in the portiort of the stab exposed. We also probed openings in the north and south side concrete walkways. These openings were made for the purposes of waterproofing the upper portion of the garage retaining wall. The soils in these areas represent backfill soil of the garage wall. These soils were easily probed to a depth of roughly 1 to I Vz feet on the north side and in excess of three feet on the south side. CONCLUSIONS Based on the results of our observations, floor level survey 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 lateral support for the structure. The lack of proper embedment material for the foundation element along the west end of the structure is, at least, contributory to the structure distress to the west wall of the structure. The soil material supporting the garage waWfoundation may be inadequate to. accommodate additional loads. -a a Mar 16 05 11:47a Evans, Co1bauh & Assoc 7605109685 p.4 Iowa Mr & Mrs. Klosterman ECA 05-19-1. March 16,2005 Page 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 reinforced concrete caissons six feet deep. The reinforcing should be determined by the architect and/or structural engineer. Additional investigative Efforts. We recommend that the entire lower level slab-on-grade be exposed and observed for distress features (i.e., cracks) which may indicate other structural deficiencies. At the time ofthe exposure of the garage walls for waterproofing purposes, we recommend that the soil supporting these elements be evaluated for the support of the additional loads related to the remodel/additions. These elements may also be evaluated by enlarging the opening in the. rear wall of the lower level to allow entry into the space below the garage floor, If you have, any questions. pertaining to any ofthe information provided herein, please call at your convenience. Respectfully submitted, Evans, C Ibaugh & Associates,, HA - 1128 -I E. David olbaugh, M. Sc., A. President N,.228 Exp. 3t Attachments: Plate 1 - Floor Level Survey Plate 2- Shear Strength Principal Geotechnical Engineer, Mar 16 05 11:47a Evans, ColbauCh & Assoc 7605109685 p.5 Sheet Of . ...............................-. . . —— V I LE\ftt tL\J( ___1• evan1gh&ascc,in Pt'ojectNo. Preperedby E Date Project Reviewedby Date Subject EtfiAll (01 Mar 16 05 11:47a Evans, Colbaugh I Rssoc 7605109685 p.S - - Sheet - of ....:... ....... ..:. ..•. .....I, . .'. . . -... • n1L (4 • (8 .• .- 'p 11 r '4 I r '1 u ILL f-i T'r - '0 evans cctbaugh& assuc, hic. Project No. )-I Prepared by be... Date C AB-Project 1 Reviewed by Date Subject