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HomeMy WebLinkAbout1018 KNOWLES AVE; ; CB002105; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No:0B002105 :Building Inspection Request Line (760) 602-2725 11/01/2000 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: 1018 KNOWLES AV CBAD RESDNTL Sub Type: RAD 1552514600 Lot #: 0 $66,444.00 Construction Type: VN Reference #: 0 Structure Type: 0 Bathrooms: 0 BEESON RES-678 SF RAD MASTER BED/BATH Status: ISSUED Applied: 06/05/2000 Entered By: RMA Plan Approved: 10/11/2000 Issued: 11/01/2000 Inspect Area: Orig PC#: Plan Check#: Applicant: _Owner: BEESON WILLIAM E&MCMAHON-BEESON YVONNE A BEESONWILL!AM E&G WEN /ONjE A COP 66743 1018 KNOWLES AVE - 1018 KNOWLES AVE CARLSBAD CA 92008 CARLSBAD CA 92008 / --2 1J1. ! (( Total Fees: $977.34 • ToaIPymënts..To Date: $30991 'Balance Due: $667.43 / _\\ Building Permit / Add'I Building Permit Feè-'-,. Plan Check I Add'I Plan Check Fee ( ( Plan Check Discoint Strong Motion Fe Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'I Renewal Fee Othe(BuiIding Fee Pot. Water Con. Fee Meter Size Add'I Pot. Water Con. Fee Red. Water Con. Fee ) / $476.79-Meter Size wa __-7 / "ç$o:ooAdd'I.Rec[.ter Con. Fee $0.00 $309.91 '—Mèter Fee \ $0.00 $0.00. SDCWA Fee A) t $0.00 $0.00 CFD' CFDPayoff Fee V nd ' $0.00 $6'4 '\.'PFFf' 1 $0.00 \ so:p1o( 4 F (CFD Fund)\/ \S $0O0 LièeneTax'( Q $0.00 $0.00 License Tax(CFp F $0.00 \ $0.00 Träffic.Imp'a'ctFee 7 / $0.00 $O'OO \Traffic.Impact (CFD çund) / $0.00 $0.00 LFMZ Transportation Fee L $0.00 '$Q00. IlCO•MIkrFee / S $0.00 PLUMBIN 0 <'. \ /' $12.00 ! I1D 'D!I T $o:oo Sewer Fee: $0.00 TOT"ALMI S S!GL4 FINAL APPROVAL no Inspector: DAN 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 "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 capactiy 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 oreviouslv been aiven a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. vI PERMIT APPLICATION CITY OF CAR LSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 ' r Address (include BldqLS ite ) c1.9 1.:. 90,33 06/05/00 0001 01 02 - C—rni 91 Business Name (at this address) FOR OFFICE USE ONLY PLAN CHECK NO. (i7O -)sS EST. VAI Z,L{L 1-4 Plan Ck. Deposit Validatej By_________________________ Date Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total # of Units 161ST-2571_44,_'64) 51Mz.4C f,W/Y DuZLjI.Jc, ,?czThzq AVJ7/770/V '-/ Assessor's Parcel # Existing Use I A Proposed Use EOm ,fDLV77oAI 6 74 Description of Work -. SQFT. _,,/j#of Stories # of Bedrooms # of Bathiooms .Y 'r.......... — ,. .,.,,. - fH/A/07/3,M 42 ,5RIVTI'J ñl-/C/4 __50 4rV 3q_92075 3- 35-b/o Name Address City State/Zip Telephone # Fax # PCAi !tct A9 rnactd . Name . .. Address City State/Zip Telephone # ÔPE'kUQWER N - iiCE?_bE BA/ ____ 22M//~ Pt C/4'LP47J _CA_9c _ () 72 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 for a permit Subjects the applicant to a civil penalty of not more than five hundred dollars t$500)). Name - Address City State/Zip Telephone # State License # License Class City Business License # I Designer Name . . Address City State/Zip Telephone State License # .--. Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: C] 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. C1 I have and will maintain workers' compensation, as éequired 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 ($100) OR LESS) C] 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 ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees, SIGNATURE . . DATE Li I hereby affirm that I am exempt from the Contractor's License Law fOr theióllowing 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). I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The tontractor'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). Cl 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. YES ONO l have not) signed an application for a building,parmit for the proposed work. I have cntracted 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,l have hired the following person to coordinate, 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 62 - Is the applicant or future building. occupant. required to sLjbmit 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, TRiCT Y ' I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Coda). LENDER'S NAME . . LENDER'S ADDRESS__________________________________________________________ LICCjf1Jö.N '' 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 complywith all 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 A'LL 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 50* deep and demolition or construction of structures over 3 stories in height. EXPIRATION: -Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180days 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 commenced to a period 01180 days (Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE _ - DATE WHITE: File YELLOW: Applicant PINK: Finance City of Carlsbad Bldg. Inspection Request For: 08/14/2002 (LDA Permit# CB002105 Inspector Assignment: SR Title: BEESON RES-678 SF RAD Description: MASTER BED/BATH Type: RESDNTL Sub Type: RAD - Phone: 7607298436 Job Address: 1018 KNOWLES AV Suite: Lot 0 Location: Inspector: Sk— APPLICANT BEESON WILLIAM E&MCMAHON-BEESON YVONNE A Owner: BEESON WILLIAM E&MCMAHON-BEESON YVONNE A Remarks: Total Time: CD Description 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Requested By: WILLIAM BEESON - Entered By: CHRISTINE Act Comments WOO Associated PCRs/CVs CV010537 CLOSED lnsDection History Date Description 08/12/2002 19 Final Structural 08/12/2002 29 Final Plumbing 08/12/2002 39 Final Electrical 08/1212002 49 Final Mechanical 03/05/2002 17 Interior Lath/Drywall 03/05/2002 23 Gas/Test/Repairs 03/01/2002 16 Insulation -. 01/31/2002 84 Rough Combo 11/15/2001 16 Irsulation 03/19/2001 13 Shear Panels/HD's 03/19/2001 15 Roof/Reroof 03/16/2001 15 Roof/Reroof 03/15/2001 13 Shear Panels/HD's 01/17/2001 15 Roof/Reroof 11/20/2000 22 Sewer/Water Service Act lnsp Comments CO SR CO SR NEED TO ALL BE INSTALLED CO SR NEED GFI PROTECTED CIRCUITS THROUGHOUT THE KITCHEN CO SR AP PY AP PY AP PY AP PY WC PY PA SR NEEDS A-35 AT 16 IN O.C. AT SHEAR WALLS ONLY / NEED LETTER OF REVISIONS - ALL ELSE OK WC SR CA SR CO SR NO STAMPED SET OF PLANS ON SITE AP SR AP SR 0 ew-N- City of Carlsbad Bldg Inspection Request For: 08/14/2002 Permit# CB002105 Inspector Assignment: SR .11/16/2000 11 Ftg/Foundation/Piers AP SR APPROVED ON 11/15 11/16/2000 21 Underground/Under Floor AP SR 11/15/2000 11 Ftg/Foundation/Piers AP SR OK TO POUR 11/08/2000 21 Underground/Under Floor AP SR / EsGil Corporation 1n Partnership with Government for Building Safety DATE: October 5, 2000 JURISDICTION: Carlsbad PLAN CHECK NO.: 00-2105 SET: II PROJECT ADDRESS: 1018 Knowles Ave. IJ APPLICANT PLAN REVIEWER IJ FILE PROJECT NAME: Beeson Residence Addition The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. - The applicant's copy of the check list has been sent to: Esgil 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: 0 Telephone #: tec ntacted: (by: ) Fax #: Mail e ephone Fax In Person RE 5: Designer to show the size of all windows in Mst. Bathroom. (On page A2) Elizarraras Enclosures: Title 24, Soils Rpt. & Truss Calc's Esgil Corporation JGA F71 MB EEJ LJPc 9/28/00 tmsmtLdot 9320 Chesapeake Drive, Suite 208 • San Diego,' California 92123 • (858) 560-1468 • Fax (858) 560-1576 EsGil Corporation In Partnership with government for Bui&ing Safety DATE: June '15, 2000 JURISDICTION: Carlsbad PLAN CHECK NO.: 00-2105 SET: I PROJECT ADDRESS: 1018 Knowles Ave. PROJECT NAME: Beeson Residence Addition O APPLICANT 0 PLAN REVIEWER 0 FILE The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Shiji Isaacs 426 Santa Alicia, Solana Beach, CA. 92075 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: Shiji Isaacs Telephone #: 858-350-8010 Date contacted:G (IS 'cc (by: k- ) Fax #: Maik.-Telephone, Fax In Person F-1 REMARKS: By: Bill Elizarraras Enclosures: Esgil Corporation E] GA LIMB LIEJ [I]PC 6/6/00 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 4 (858) 560-1468 • Fax (858) 560-1576 Carlsbad 60-2 105 June 15, 2000 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES PLAN CHECK NO.: 60-2 105 JURISDICTION: Carlsbad PROJECT ADDRESS: 1018 Knowles Ave. FLOOR AREA: 678 sqft. Dwelling Add'n STORIES: 1 HEIGHT: REMARKS: DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: ESGIL CORPORATION: 6/6/00 DATE INITIAL PLAN REVIEW PLAN REVIEWER: Bill Elizarraras COMPLETED: June 15, 2000 FOREWORD (PLEASE READ): 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 1998 edition of the California Building Code (Title 24), which adopts the following model codes: 1997 'UBC, 1997 UPC, 1997 UMC and 1996 NEC (all effective 7/1/99). 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 00-2105 June 15, 2000 . PLANS 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 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. 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. 2. 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 EPDXY ANCHORS PER ICBO REPORT @ HD's 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. . FIRE PROTECTION Show locations of permanently wired smoke detectors with battery backup: Inside each bedroom. Centrally located in corridor or area giving access to sleeping rooms, NOTE: Detectors shall sound an alarm audible in all sleeping areas of the unit. Section 310.9.1. Carlsbad 00-2105 June 15, 2000 5. 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. . GENERAL RESIDENTIAL REQUIREMENTS 6. Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms and water closet compartments, 1/20 of area is required and minimum is 1.5 sq. ft. Section 1203.3. Show window sizes at bathroom. 7. Glazing in the following locations should be of safety glazing material in accordance with Section 2406.4 (see exceptions): Where the bottom exposed edge of the window glazing is less than 60 inches above a standing surface and drain inlet of tubs and showers. Fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed, edge of the glazing is less than 60 inches above the walking surface. . GARAGE 8. Show a self-closing door, either 1-3/8" solid core or a listed 20 minute assembly, for openings between garage and dwelling. Section 302.4. . FOUNDATION REQUIREMENTS 9. The following anchor bolt requirements shall apply in Seismic Zones 3 and 4, per Section 1806.6.1: a) Plate washers (minimum size of 2" x 2" x 3/16") shall be used on each anchor bolt. 10. Show size and embedment of hold down anchors on foundation plan. Section 106.3.3. This applies to . FRAMING 11. Show nailing will be in compliance with Table 23-I1-B-I. 12. Show clearance between top plate of interior partitions and bottom chord of trusses. (To ensure nonbearing condition between supports as designed). Carlsbad 00-2105 June 15, 2000 13. Per UBC Section 2321.4, provide the following note on the plans if trusses are used: "Each truss shall be legibly branded, marked or otherwise have permanently affixed thereto the following information located within 2 feet of the center of the span on the face of the bottom chord: Identity of the company manufacturing the truss. The design load. The spacing of the trusses." 14. Show the following on the plans for the required braced wall panels. If the requirements of braced wall panels in conventional light frame construction are not possible, provide design calculations from a licensed Engineer or Architect. a) Show on the plans the location, length and type of braced wall panel as per UBC Section 2320.11.3 and Table 23-IV-C-1. Braced wall panels shall start at not more than 8' from each end of a braced wall line. Braced wall lines shall be in line or offset from each other by not more than 4feet. b) Interior braced wall panels shall extend to the roof or floor diaphragm level. Show details. c) Any braced wall panel required by Section 2320.11.3 may be replaced by an alternate braced wall panel. UBC Section 2320.11.4. For alternate braced wall panels in one story buildings, show compliance with the following on the plans: i) Minimum braced panel length is 2'-8" in width and a maximum height of 10'-0". ii)- Each braced wall panel is sheathed on at least one face with 3/8" plywood sheathing nailed with 8d common or galvanized box nails per 23-I1-13-I and blocked at all plywood edges. A minimum of two anchor bolts installed in accordance with * Section 1806.6 between hold down devices. An approved hold down device fastened to the foundation and capable of providing an uplift capacity of not less than 1,800 pounds is provided at each panel end. The foundation that supports the braced panels is continuous across the entire length of the braced wall line and reinforced with a minimum of one #4 bar top and bottom. 15. Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. Sections 2315 and 2513. Match shear schedule with called out symbols. 16. Show location of attic access with a minimum size of 22"x30". Section 1505.1. 17. Specify plywood grade and panel span rating. Table 23-11-E-1. Carlsbad 00-2105 June 15, 2000 MECHANICAL (UNIFORM MECHANICAL CODE) Provide dryer vent to outside. The maximum length is 14 feet with two 90-degree elbows. UMC, Section 504.3.2. . ELECTRICAL (NATIONAL ELECTRICAL CODE) Note on the pla'ns that bathroom receptacle outlets shall be supplied by a minimum of one 20-ampere branch circuit. Such circuits shall have no other outlets. This circuit may serve more than one bathroom. NEC Art. 210-52(d). Show on the plan that ground-fault circuit-interrupter protection complies with NEC Art. 210-8, which reads as follows: Code update. All 125-volt, single-phase, 15- and 20- ampere receptacles installed in bathrooms, garages, basements, outdoors, kitchen counters and at wet bar sinks. MISCELLANEOUS To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: Yes El No EI 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 Carlsbad 00-21,05 June 15, 2000 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: PLAN CHECK NUMBER: OWNER'S NAME: 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 required by Uniform Building Code (UBC) Section 1701.1 for the construction project located at the site listed above. UBC Section 106.3.5. Signed I, as the engineer/architect of record, certify that I have prepared the following special inspection program as required by UBC Section 106.3.5 for the construction project located at the site listed above. Engineer's/Architect's Seal & Signature Here Signed 1. List of work requiring special inspection: LI Soils Compliance Prior to Foundation Inspection fl Field Welding LI Structural Concrete Over 2500 PSI 1=1 High Strength Bolting fl Prestressed Concrete' . LI Expansion/Epoxy Anchors Structural Masonry . . LI Sprayed-On Fireproofing LI Designer Specified LI Other 2. Name(s) of individual(s) or firm(s) responsible for the special inspections listed above: 3. Duties of the special inspectors for the work listed above: Special inspectors shall check in with the City and present their credentials for approval prior to beginning work on the job site. Carlsbad 00-2105 June 15, 2000 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 00-2105 PREPARED BY: Bill Elizarraras DATE: June 15, 2000 BUILDING ADDRESS: 1018 Knowles Ave. BUILDING OCCUPANCY: R3/U1. TYPE OF CONSTRUCTION: VN BUILDING PORTION BUILDING AREA (Sq. Ft.) VALUATION MULTIPLIER VALUE ($) Dwelling Add'n 678 er City Estimate 66,444 66,444 Air Conditioning Fire Sprinklers TOTAL VALUE 66,444 fl 1994 UBC Building Permit Fee fl Bldg. Permit Fee by ordinance: $ 476.70 1994 UBC Plan Check Fee Plan Check Fee by ordinance: $ 309.85 Type of Review: Z Complete Review Structural Only Hourly Repetitive Fee Applicable Other: Esgil Plan Review Fee: $ 247.88 Comments: Sheet of 1 macvalue.doc 5100 By/ By: / Date: By: Date: Iv & , ISY!JJ C arlsbad Pub Ii BUILDING PLANCHECK CHECKLIST DATE: PLANCHECK NO.: CB. BUILDING ADDRESS: Io)tr PROJECT DESCRIPTION: /€4qb •- ? . ASSESSOR'S PARCEL NUMBER: /1 c/—. tL to EST. VALUE: ENGINEERING DEPARTMENT 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 office 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. EA Right-of-Way permit is required prior to construction of the following improvefnents: DENIAL Please se a ached report of deficiencies marke ith 0. M e necessary corrections to plans or s cifi for compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. By: FOR OFFICIAL USE ONLY TO ISSUE BUILDING Date: LI Dedication Application LI Dedication Checklist LI Improvement Application LI Improvement Checklist LI Future Improvement Agreement LI Grading Permit Application LI Grading Submittal Checklist ENGINEERING DEPT. CONTACT PERSON Name: KATHLEEN M. FARMER City of Carlsbad Address: 1635 Faraday Avenue Phone: (760) 602-2741 CFD INFORMATION Parcel Map No: Lots: LI Right-of-Way Permit Application Recordation: LI Right-of-Way Permit Submittal Checklist Carlsbad Tract: and Information Sheet .LI Sewer Fee Information Sheet A-4 1635 Faraday Avenue • Carlsbad, CA 92008-7314. (760) 602-2720. FAX (760) 602-8562 BUILDING PLANCHECK CHECKLIST SITE PLAN 3RDI 1. Provide a fully dimensioned site plan drawn to scale. Show: -Crth Arrow —T3 operty Lines ,B'xisting & Proposed Structures -Easements ç..-Eisting Street Improvements —T Right-of-Way Width & Adjacent Streets ,G-1riveway widths U 0 1 • 2. Show on site plan: A. Drainage Patterns 1. Building'pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. 2. 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 3. Include on title sheet: Site addres 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 DISCRETIONARY APPROVAL COMPLIANCE Project does not comply with the following Engineering Conditions of approval for Project.No.._• S All conditions are in compliance. Date: plancfleck Cicist BP000I FaiTh KF.doc - 2 Rev. 9131W BUILDING PLANCHECK CHECKLIST DEDICATION REQUIREMENTS 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 $ pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: 5/ Dedication required. Please have a, registered Civil Engineer or Land Surveyor prepare the appropriate legal d cr1 tittIievWtttTfl ö ½" x Ii" plat map and submit i e repo . ment docurrienTs—m—u-sle approved an signe owner s nor to issuanc~ot = re ermi. ttached please md an application form an su mi a c e Ce ication 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 6a. All needed public improvements upon. and adjacent to the building site must be constructed at time of building-'çonstructiofl whenever the value of the construction exceeds $ _L _17ZT'L-) , pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required 'as follows: Attached please find an application form and submittal checklist for the 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 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: 'Q ID - 6b. Construction otthe 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 $_2-?). so we may prepare the necessary Future 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: H:\WORORMERXAThV\MASTERSBU 'O Planched, Cldst 8P0001 Form KF.doc 3 Rev. 913/97 BUILDING PLANCHECK CHECKLIST sV/ 2' 3rdl LL l 6c. Enclosed please find your Future Improvement Agreement. agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: Please return 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective improvements found adiacent 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 Se.ction 11.06.030 of the Municipal Code. 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities (cut, fill import, export). U 7b. Grading Permit required. A separate grading plan prepared by a registered Civil V 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: U U 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) • . 7d. No Grading Permit required. U 7e. If grading is not required, write "No Grading" on plot plan. MISCELLANEOUS PERMITS /i0 U U 8. ARIGHT-017-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, tieing into public storm drain, sewerand water utilities. Right-of-Way permit required for: H:WORD\FARMERATHY\MASTERS'%BUUdfl9 flanthedc Cicist BP000I Form KF.CtOC 4 • Rev. 913/97 4 BUILDING PLANCHECK CHECKLIST 2' 3rd' )c'\. LI LI A SEWER PERMIT is required concurrent with the building permit issuance. The fee is noted in the fees section on the following page. LI LI 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 Carnino 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 153, for • assistance. • Industrial Waste permit accepted by: • Date: LI • LI LI ii. NPDES PERMIT Complies with the City's requirements of the National Pollutant Discharge Elimination System (NPDES) permit. The applicant shall provide best management practipes 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. LI LI 12. LI e1tiired fees are attached No fees required • LI LI LI 13. Local Facilities Management Zone Transportation Fee Agmt Signed. LI • LI 14. Additional Comments: H:\WORD\FARMER\XAThWAASTER$BUUiü19 PLincheck Cicist BP000I Farm KFdOC 5 • Rev. 9t3197 PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST Plan Check No. CB OO ' 4 Address 0 f KVA) Le Pite Planner 'O¼O( 611AA)iT) Phone (619) 438-1161, extension APN: Type of Project & Use: ''F 4A . Net Project Density: DU/AC Zoning: • General Plan: RL4'V\. Facilities Management Zone: CFD 1in/n,it # Date of participation: Remaining net dev acres:______ Circle One > > > CV (For non-residential development: Type of land used created by . this permit:__________________________________________________ Legend: z Item Complete Item Incomplete - Needs your action E fl Enironmental Review Required: YES NOX TYPE DATE OF COMPLETION: .-'. Compline with conditions ofapproval? If not, state conditions which require action. Conditions of Approval: D Discretionary Action Required: YES NO ____ TYPE APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance withconditions or approval? If not, state conditions which require action. Conditions of Approv&:____________________________________________________ 1) '. Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES N&( CA Coastal Commission Authority? YES NO If C'alifornia Coastal Commission Authority: Contact them at - 3111 Camino Del Rio North, Suite 200, San Diego CA 92108-1725; (619) 521-8036 Determine status (Coastal Permit Required or Exempt): Coastal Permit Determination Form already completed? YES NO If NO, complete Coastal Permit Determination Form now. Coastal Permit Determination Log #: Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2), Complete CoastaI.Permit Determination Log as needed. F-1 lnclusiónary Housing Fee required: YES ___ NOX (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry. Completed? YES NO (A/P/ps, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees; Construct Housing Y/N, Enter Fee, UPDATE!) Site Plan: Provide a fully dimensional site p1an drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing Street improvements, right-df4,ay width, dimensional setbacks and existing topographical lines. Provide legal description of property and assessor's parcel number. Zoning: / D 1. Setbacks: Front: . Required Shown Interior Side: Required -'L " Shown Street Side: Required fJ/j- Shown Rear: Required h-f' W" Shown 2. Accessory structure setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown Structure separation: Required Shown Lot Coverage: Required .'-147 Shown (. FT 7, D Z 4. Height: Required - Shown LL- LI 5. Parking: Spaces Required 2 2Ct-Ia Shown 2—'k"x. 2_o' Guest Spaces Required Shown LI Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTERJ)AAQATE 5 IS [cP ENGINEERING GEOLOGY CONSULTANTS 4 P.O. BOX 161079 SAN DIEGO, CALIFORNIA 92176-1079 (619)230-9492 Project No. 00-26 April 13, 2000 Mr. Bill Beeson 1018 Knowles Avenue Carlsbad, California 92007 Subject:, Soil/Geological Investigation Proposed Property. Improvements 1018 Knowles Avenue Carlsbad, California Dear Mr. Beeson: In accordance with your request and authorization, we are pleased to present the results of our soils/geological investigation at the subject property. The purpose of our work was to evaluate the site soil and geological conditions relative to the plans proposed for the improvement of the property. The primary improvement proposed for the property include a one or two story addition to the rear of the existing residence and construction of a new detached one or two story unit in the rear yard area of the lot. We appreciate this opportunity to be of service. If you have any questions pertaining to this report or require additional service, please do not hesitate to contact us. Respectfully submitted, Ernest R. im CEG pohnNiven RCE Distribution: Distribution: (3) addressee 0 k V 213 1 &1- Zo IV F: . SOILS/GEOLOGICAL INVESTIGATION 1018 KNOWLES AVENUE CARLSBAD, CALIFORNIA INTRODUCTION In response to your request, we have completed a soils/geological investigation at the subject site.. The purpose of our investigation was to evaluate the existing soil/geological conditions at the subject site and provide recommendations and parameters for site improvements to include a one or two story addition to the existing residence and construction of a new detached one or two story unit in the rear yard area of the property. We were also to evaluate the potential of on-site geological hazards. This report presents the results of our findings, as well as our conclusions and recommendations. The following key documents were reviewed and/or utilized for our study: Seismic-Risk in the San Diego Region; .1989,. San Diego Association. of Geologists. Seismic Safety Portion of the Safety Element, San Diego County General Plan; 1990 Draft, County of San Diego Planning Department. Alquist-Priolo Special Study Zone Maps - La Jolla and Point Loma Quadrangles; 1991, California Division of Mines and Geology. SCOPE OF STUDY .The scope of our investigation included the following tasks: * Review of readily available published and unpublished reports and maps relative to the property, and listed above. * Geologic reconnaissance and mapping; * Observation of soil/geologic conditions in two test boring locations. The test boring locations are shown on Figure 1. - * Results of the field findings are presented in the text of this report. * Engineering and geologic analysis; * Preparation of this report presenting our findings, conclusions, and our recommendations. Page Project No. 00-26 April 13, 2000 GENERAL SITE CONDITIONS The subject property is an existing 'single family residential lot with a one story residence and attached garage. 'The property has a primary slope with fall toward the street. The area proposed for construction in the rear yard had vegetation removed with proposed grade exposed. We note the absence of any significant thickness of topsoil or clay soil on the ground surface within the areas proposed for construction. PROPOSED DEVELOPMENT -- We understand that the site is proposed to be improved, with one or two story structures at the locations should on Figure 1. The proposed building loads will be relatively light with final design work for the development and grading to be determined based in part on the findings of this report. SOIL AND GEOLOGIC CONDITIONS Soil/Geologic Unit The entire site appears to be underlain by Pleistocene Terrace Formation. The ground surface has a cover of b-b to marble size iron-oxide and/or manganese nodules. This size faction is generally Associated with the early to middle Pleistocene age Terrace Deposits. In the site area, these deposits are known to be on the order of 20 to 30 +1- feet thick. The two test borings excavated to depths of 2 ½ to 3 feet at the locations shown on Figure 1, indicated the presence of dense to very dense, light reddish brown, silty slightly cemented sandstone. There were no trace of clay soil. Observations of Existing Foundations/Flatwork There, are no apparent significant distress features to the exposed sections of the perimeter foundations and flatwork at the property. Along some edge of the foundation , there are white precipitate stains to heights of about 1 foot 'indicating previous presence of high moisture. The existing foundation and flatwork appear to be performing as designed. ' Page 3 Project No. 00-26 April 13, 2000 Ground Water At the time of our study, no groundwater was encountered in any test excavations. Ground water to the best of our knowledge and findings will not be encountered and should not be a constraint to the proposed improvement. The depth to the regional ground water table is estimated to be greater than 25 feet. Geologic Hazards Faulting Our. review of available geologic literature pertaining to the subject. site indicates that there are no known active or significant surface faults mapped that traverse the subject site. There are many faults within the greater.San Diego County area. The closest significant faults to the site include the Rose Canyon Fault about 5 to 10 +I miles west of the property. Nearby, several mapped faults do not displace the Pleistocene Formation thus are not a constraint to the site. None of these faults project toward or under the subject site. The active Coronado Bank Fault is about 25 miles southwest of the site, and the Elsinore Fault Zone is about 30 to 40 miles northeast of the site, but no faults trend toward or under the site. Principal seismic considerations for development include surface fault ground rupture, liquefaction, and ground shaking or seismically induced ground settlement. The potential for any or all of these hazards depends upon the recency of fault activity and proximity of such faulting to the subject property. The possibility of damage atthis site due to fault ground rupture is considered unlikely to nil since there are no known faults crossing the property. The hazards of liquefaction and seismicity are discussed in the following sections. Seismicity The seismic hazard most likely to impact the subject site is ground shaking following a large earthquake on one of the major active regional faults. Because of the location the Rose Canyon Fault Zone will be considered the most likely fault to affect the site with significant ground shaking, should an earthquake occur on the fault. A maximum probable event on this zone within about 20 miles of the site, of about a 6.5 Richter magnitude (see-reference 1) could produce a peak horizontal acceleration of greater than about 0.2 g at the subject site. With respect to the hazard of seismicity, the site is comparable to others in this general area in similar geologic settings. The proposed buildings should be designed in accordance with the current seismic design requirements of the Uniform Building Code or Structural Engineers Association of California. Page Project No. 00-26 April 13, 2000 Liquefaction Liquefaction of soils can be caused by strong vibratory motion as a result of earthquakes. Both research and historical data indicate that saturated, loose, granular soils are susceptible to liquefaction, while the stability of moist, silty clays and clays and very dense sandstone does not appear to be adversely affected by vibratory motion. Because ground water is not a constraint at the site and the site is underlain by dense to very dense, formational sandstone, the probability of liquefaction and/or seismically induced dynamic settlement at the site is considered unlikely to nil. Other Geologic Hazards Based on our review, knowledge of the geology of the area, and the topographic setting and geological units present, there are no other significant geologic hazards, such as landslides, creep zones, on the subject site. CONCLUSIONS AND RECOMMENDATIONS Based on our soils/geological study of the site and our review of available reports and literature, it is our opinion that the proposed improvement at the site is feasible from a soils engineering and engineering geology standpoint. There appear to be no significant soil or geological constraints on- site that cannot be mitigated by proper planning, design, and utilization of sound construction practices. The following sections discuss the principal soil/geological concerns which should be considered for proper site improvement. Earthwork We understand that no significant grading and/or earthwork is proposed. Fills and Placement If grading or, fill placement is proposed, the on-site fill and natural soils are suitable for re-use as compaëted fill, provided they are free of oversize material, organic materials, and/or other deleterious debris. All areas to receive fill and/or other surface improvements should be scarified to a minimum depth of 6 inches, brought to at least 1 percent over optimum moisture condition and recompacted to at least 90 percent relative compaction. If necessary, import soils for near-surface fills should be predominately granular, possess a low or very low expansion potential, and be approved by the soil engineer. Page 5 Project No. 00-26 April 13, 2000 Lift thickness will be dependent on the size and type of equipment used. In general, fill should be placed in uniform loose lifts not exceeding 8 inches. Placement and compaction of fill should be in accordance with local grading ordinances under the observation and testing of the soil engineering consultant field representative. We suggest that fill soils be placed at moisture content at least 1 percent over optimum, and compacted to at least 90 percent relative compaction. Slope Stability We understand that no significant permanent cut and/or fill slopes will be constructed at the site. Foundations The existing perimeter foundation is founded in sandstone. Footings for the improvements should be reinforced and should be at least 12 inches in depth for one story and 18 inch in depth for two story and 12 inches in width founded in the on-site sandstone. Footings of this width and depth founded in the sandstone may be designed for an allowable soils bearing value of 2,000 pounds per square foot for dead-plus-live loads. This value may be increased by one-third for loads of short duration, including wind or seismic forces. The reinforcement should consist of at least one no. 4 rebar top and one no. 4 rebar bottom. Foundation should be designed for passive lateral bearing pressure of 250 pounds per square foot per foot of depth. The maximum allowable lateral bearing value may be assumed to be 2,000 psf. A coefficient of friction against sliding between the base of the concrete foundation and slab and soil may be assumed to be 0.35.1f the frictional and lateral bearing resistance are combined, the lateral bearing resistance should be reduced by one-third. The above values may be increased by one-third for short duration of seismic and wind forces. Slabs New slab on grade construction should have a minimum thickness of 4 inches and should be reinforced. We recommend that the steel be supported on concrete blocks (lifters or cradles) to assure proper placement at mid-height in the slab. Misplacement of the steel would result in insufficient reinforcement of the slab. Even with reinforcement, some minor slab cracking is normal and possible.The slab should be underlain by at least two inch of sand to aid in concrete curing, with the sand underlain by at least a 10-mil thick visqueen moisture barrier if the slab is for an interior occupied area. The visqueen should be underlain by at least six inches of clean granular sand. We emphasize that it is the responsibility of the contractor to ensure that the slab reinforcement is placed at mid-height of all slabs. Our experience indicates that use of reinforcement in slabs and foundations will generally reduce the potential for drying and shrinkage cracking. However, some cracking should be expected as the concrete cures. Page Project No. 00-26 April 13, 2000 Surface Drainage Surface drainage should be controlled at all times. Positive surface drainage should be provided to direct surface water away from the structure toward suitable drainage facilities. Ponding of water should be avoided adjacent to the structure. CONSTRUCTION INSPECTION AND LIMITATIONS The recommendations provided in this report are based on our observations. We recommend that any foundation excavations and/or fill soil placement operations be observed by a representative of this firm so that construction is performed in accordance with the recommendations of this report. The recommendations contained in this report are based on our review of field exploration, laboratory tests, and our understanding of the proposed improvement. If the scope of the proposed structure changes from that described in this report, our firm should also be notified. This report has been prepared in accordance with generally accepted soil and foundation engineering practices within the greater Southern California area. Professional judgements presented herein are based partly on our evaluations of the technical information gathered, partly on our understanding of the proposed improvement, and partly on our general experience in the geotechnical field. Our engineering work and judgments rendered meet current professional standards. We do not guarantee the performance of the project in any respect. We do not direct the contractor's operations, and we cannot be responsible for the safety of personnel, including our own, on the site. Site safety is the responsibility of the contractor. The contractor should notify the owner if he considers any of the recommended actions presented herein to be unsafe. Page Project No. 00-26 April 13, 2000 \" 'l...c Figure 1: Site Plan, Locations of Field Exploration C it of Carlsbad CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FEES OR OTHER MITIGATION This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City prior to issuing a buidingpermit. The City will not issue any buildjpg permit without a completed school fee form. Project Name: \/L)o444e./-ii Building Permit Plan Check Number: Project Address: A.P.N.: Project Applicant (Owner Name): Project Description: Building Type: Residential: u32z/65 1(1 / Number of New Dwelling Units ..—.SqUare.FeetoLLiving Area in New Dwelling Second Dwelling Unit: Square Feet of Living Area in SDU Residential Additions: Net Square Feet New Area 5 Commercial/Industrial: Square Feet Floor Area City Certification of Applicant Information: Date: SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD 0 San Marcos Unified School District Pme Ave. 215 Mata Way CarlsbidC92O(729- San Marcos, CA 92069 (736-2200) Encinitas Union School District San Dieguito Union High School District 101 South Rancho Santa Fe Rd 710 Encinitas Blvd. Encinitas, CA 92024 (9444300) Encinitas, CA 92024 (753-6491) certification of Applicant/Owners. The person executing this declaration ("Owner") certifies under penalty of perjury that (1) the information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and that (2) the Owner is the owner/developer of the above desried project(s), or that the person executing this declaration is authorized to sign on1behalf of the Owner. /7 Signature: Date: 1D -ii 1635 FrAday Avenue • Carlsbad, CA 92008-7314 • (760) 602-2700 • FAX (760) 602-8560 Revised 4/20/00 SCHOOL DISTRICT SCHOOL FEE CERTIFICATION (To be completed by the school district(s)) THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED. SCHOOL DISTRICT: The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may issue building permits for this project. SIGNATURE.OF AUTHORIZED SCHOOL DISTRICT OFFICIAL A . TITLE / otn FeemavV NAME OF SCHOOL DISTRICT DATE PHONE NUMBER Carlsbad Uriflcd School District EQI Pi:c ua Carlsbad, California 9200 /1 Y.