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Home My WebLink About2733 ARGONAUTA ST; ; CB031917; PermitCity of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 08-1 1-2003 Res iden t ia I Perm it Building Inspection Request Line (760) 602-2725 Permit No: CB031917 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: 2733 ARGONAUTA ST CBAD RESDNTL SubType: RAD 21 541 00200 Lot#: 0 $81,202.00 Construction Type: VN Reference #: 0 Structure Type: 0 Bathrooms: 0 96 SF STORAGE,REMODEL 1 BEDROOM DAULTON RES-766 SF ADDITION, Applicant: DAULTON TRUST 06-30-00 2733 ARGONAUTA ST CARLSBAD CA 92009 Status: ISSUED Applied: 07/14/2003 Plan Approved: 08/08/2003 Issued: 0811 112003 Entered By: RMA Inspect Area: Orig PC#: Plan Check#: Owner: DAULTON TRUST 06-30-00 2733 ARGONAUTA ST CARLSBAD CA 92009 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee Pot. Water Con. Fee Meter Size Add'l Pot. Water Con. Fee Recl. Water Con. Fee $477.26 $0.00 $31 0.22 $0.00 $0.00 $8.12 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Meter Size Add'l Recl. Water Con. Fee Meter Fee SDCWA Fee CFD Payoff Fee PFF PFF (CFD Fund) License Tax License Tax (CFD Fund) Traffic Impact Fee Traffic Impact (CFD Fund) Sidewalk Fee PLUMBING TOTAL ELECTRICAL TOTAL MECHANICAL TOTAL Housing Impact Fee Housing InLieu Fee Housing Credit Fee Master Drainage Fee Sewer Fee Additional Fees TOTAL PERMIT FEES $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $62.00 $20.00 $24.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $901.60 Total Fees: $901.60 Total Payments To Date: $31 0.22 Balance Due: $591.38 A Inspector: Clearance: NOTICE: Please take NOTICE thqapproval of your project includes the 'Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as 'fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these feedexactions If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified feedexactions DOES NOT APPLY to water and sewer connection fees and capacity PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad CA 92008 FOR OFFICE USE ONLY, EST. VAL. -, Plan Ck. Deposit 310, Ax Validated By @' Date 7 3.ApNc*)EToca*.da OwnlRCahe(a #t!hwW CI Agcwnlbrorror rm6mtJW 2 601 d/7A OA/RtfT~!~ Y) 9rn? d7 Telephone # stateRip 753 &# Name Address cny 4. PRoPmTY- &a$wAw 273344&6UmmJJ LAeL&ww tR 920up ( 760) 438 *6/7s Name Address cny State/* Telephone # (Sec. 7031.5 Bw~lss and plo(Bsstons Code: Any Cny or County which requires a pennlt to conshud, altar. improw. demolsh or repair any structure, pnor to Rs Issuance. also requims the applhxnt for such penlt to file a sgned statemenl that he IS Itcemed pumanl to the prwrsm of the ConlracI01's License Lew [Chaw 9, commending vnth Sect1011 7000 of Dwislon 3 of the Business and Profentons Code] or that he is exempt therefmm. and the basis for the alleged exemplm. Any ndm d Secbon 7031.5 by any applhxnt for a permlt subjects the applhxnl to a CMI penam of nd mom than five hundred ddlars (SSOO]). 5 coMmmmR-COYPUnWAYe Name Address Telephone # state License # % wummm- Worlcers' Compensation Dedaratlon: I hemby aflirm under penalty of perlury one of the follomng declarahons 0 for which this pennlt IS issued. 0 workel's compensatlon insurance cam and polq nu& am. Insurance Company- - PdlcyNo.- Explrat~on Date (THIS SECTKWI NEED NOT BE COMPLETED IF THE PERMIT IS FOR WE HUNDRED DOUARS [SlaO] OR LESS) 0 CERTlFICATE OF MEMPTDN I Cemry that in the performance of the work for whch this permlt IS issued, I shall nol employ any pemn in any manner so as to become suw b the Worlcen' CompensaUon Laws d Callbornla. WbRNm Fail- to suum rorlurr' compmwhn coy.~o. b unia~l. and shall subf.ct an omplopr to crlmlnl p~8fli.r and cMI fine8 up to on hundnd mOusand ddlam($100,000), in addltla, to th. cost of comp.cl..tkn, dmuga am pmrld.d br In 5.ctlon 3708 d th. Labor cod., Irdmmst mnd atwmy's k... SIGNATURE DATE 7. ormkw)Lwt#cuRA;rmr I hereby firm that I am exempt fmm the Contradw's Lmse Law for the folhng reason: 0 I. as owner ofthe pmportyor myemployeesmth wrages as Mecr &e compensatm. mll d the Wand the struclure IS not intended or otfered for sale (Sec. 7044. Business and Pmfesslons code: The ConhcWs License Law does not apply to an owner of property who buikis or improves thereon, and who does such work himsen or through his own employees, pronded that such improvements are not mtended or onered kr sale. If, ho-r, the building M improvemenl is sdd mthin one year d ? I. as owner of the pmperty, am exdusively mntracting wth lmed contractors to wnslrud the pwpd (Sec. 7044, Busimss and Prdesslons Code: The ContnrctDrs License Law does not apply b an owner of properly who builds or impruveS thereon, and wnbacts for such pwjeck wcth mntraaor(s) licensed pursuant to the Contradot's License Law). 0 IamexemptunderSechon Business and Pm(eSsl0ns Codelorlhls reason: I. 2. 3. I have and will maintain a &de of amsent to self-insure for -em' wmpensabon as provnled by Sechon 3700 of the Labor Code, for the performance d the work I have and mll mainlain wufkef's compensatm. as required by secbon 3700 of the labor Code. for the paformarm of itm work for which ths permlt is mued. My plebon, the awner-bullder mll have the burden d provlng that he dtd not bubd or imprwe forthe purpose d sale). I personally plan to plovlde the mapr labor and materials kr mmlrudm of the proposed property improvement. 0 YES 0 NO I (havehave not) slgned an applml~on for a building pemt for the pmp!~~A work. I have contraded wlth the fdtamng person (firm) to pmwde the proposed conslrudm (include name I address / phone number I omtmcbm llc~nse number): 4. 5. I plan to provide pcit~ons dthe work. but I have hired the following person to coordinate, supervisa and prwide the mapr wak (include name I address I phone number / lonlractors licensa number): I will provide some of the work, but I have wed (hired) the following p to provide the work indicaed (include name I addreas I phone number I type of work): n A. I1 PROPERTY OWNER SIGNATURE DATE 7/Q/o3 U WHITE: File YULOW: AWicant PINK: Finance PERM IT *PLICATION 4 CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad CA 92008 Page 2 of 2 Gcmwtm&-aa(ff#llir3#I. Is the applicant or future building occupant required io submlt a business plan, acuiely hazardws malanals registration for or nsk management and prevenhon pmgfarn under Sections 25505,25533 or 25534 d the Presleylanner Hazardous Substance Account Act? 0 YES 0 NO Is the applicant or future building occupant required b &in a pent from the air pollutcon control dlstnd or air qual@ maMgement distnct? Is the faciltty to be construcsd wthin 1,OOO (eet d the outer boundary of a school sb? 0 YES 0 NO REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POUUTlON CONTROL DISTRICT. I hereby affirm that there is a conshcbon lending agency for the performance of the work for whlch MIS permlt IS issued (Sec. 3097(1) Civil code). 0 YES 0 NO IF ANY OF THE ANSWERS ARE YES. A FHAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPUCANT HAS MET OR IS mnffi THE a ~~~~~ON~EWDIIO- LENDERS NAME N/A LENDERS ADDRESS A)/R e. APPuEAwcERIFIcA7lbw I certdy that I have read the appllcabon and state that the above information IS mrred and that the informaon on the plans IS accuate. I agree io comply wth all City ordinances and State laws remng to building construction. I hereby authorize represantabves dthe Crty of Carlsbad to enter upon the above mentioned property for impecbon purposes. I ALSO AGREE TO SAVE, HDWHIFY AND KEEP HARMLESS THE CITY OF CARLSBAO AGAINST ALL UABNITIES, JUDGEMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAlO CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permlt is required for excavatm d SO' deep and dernolltlon or construcbon of strwtures over 3 stones in hagM EXPIRATION: Every permlt lssued by the Ming Olbal under the provrslons of th~~ Code shall explre by lirnltabon and becoma null and vad If the building or wak authonzed by such permlt is not commenced &in 180 day3 ftum Ihe date d such perm* or I the building or work authonzed by such permlt IS suspended or abandoned at any hme alter the work is commenced for a APPLICANT'S SIGNATURE DATE WHITE: File YELLOW: Apdicant PINK: Finance Inspection List Permit#: CB031917 Type: RESDNTL RAD DAULTON RES-766 SF ADDITION, 96 SF STORAGE,REMODEL 1 BEDROOM Date Inspection Item Inspector Act Comments 0311 812004 89 0311 612004 89 1 1 121 /2003 1 8 1 1 12012003 17 1 1 I2012003 18 11120/2003 23 1 111 8/2003 16 1 111 812003 17 1 111 312003 14 1 1 I1 312003 1 8 1 1 /1312003 24 1 111 312003 34 1 1 I1 312003 44 1 1 IO512003 1 3 11/05/2003 84 1011 612003 15 1011 512003 15 09/04/2003 13 0910412003 14 0812212003 11 Final Combo Final Combo Exterior LatWDrywall Interior LathIDrywall Exterior LatWDrywall Gasnest/ Repairs Insulation Interior Lath/Drywall Frame/SteellBoltingMeldin Exterior LatWDrywall Roughflopout Rough Electric Roug hlDucts1Dampers Shear PaneldHDs Rough Combo RoofIReroof RooflReroof Shear PanelsIHD’s FramelSteellBoltingMeldin FtgIFoundationlPiers PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY PY AP FINAL co SEE ATTACHED AP AP co AP AP wc AP wc AP AP AP AP wc AP NS wc NEED GROUND RED AND COL 1 BOND TER PY PA HDS AT SHR WALL BETWEEN HOUSE PY AP & GARAGE, OK TO COVER Wednesday, March 31,2004 Page 1 of 1 City of Carlsbad Bldg Inspection Request For: 1 1/13/2003 Permit# CB031917 Inspector Assignment: PY Title: DAULTON RES-766 SF ADDITION, Description: 96 SF STORAGE,REMODEL 1 BEDROOM Type: RESDNTL SubType: RAD Job Address: 2733 ARGONAUTA ST Suite: Lot 0 Location : APPLICANT DAULTON TRUST 06-30-00 Owner: DAULTON TRUST 06-30-00 Remarks: Phone: 7609087689 Inspector: Total Time: Requested By: WADE CD Description Act Comment Entered By: CHRISTINE 18 Exterior Lath/Drywall *r, 1 4 24 Rough/Topout 34 Rough Electric 44 Rough/Ducts/Dampers Frame/S tee VBol t in weld ing Associated PCRs/CVs lnwection History Date Description 11/05/2003 13 Shear PanelslHDs 11/05/2003 84 Rough Combo 1011 6/2003 15 Roof/Reroof 1011 512003 15 RooWReroof 09/04/2003 13 Shear PanelsMD’s 09/04/2003 14 Frame/SteeVBoltingiWelding 08/22/2003 11 Ftg/Foundation/Piers Act lnsp Comments AP PY wc PY AP PY NS PY wc PY PA PY AP PY HDS AT SHR WALL BETWEEN HOUSE & GARAGE, OK TO COVER City of Carlsbad Bldg For: 03/16/2004 Permit# CB031917 Title: DAULTON RES-766 SF ADDITION, Description: 96 SF STORAGE,REMODEL 1 BEDROOM Type: RESDNTL SubType: RAD Job Address: 2733 ARGONAUTA ST Suite: Lot 0 Location: APPLICANT DAULTON TRUST 06-30-00 Owner: DAULTON TRUST 06-30-00 Remarks: Total Time: CD Description Act Comment 19 Final Structural 29 Final Plumbing 39 Final Electrical 49 Final Mechanical Inspection Request Inspector Assignment: PY Phone: 7609087689 inspector: Requested By: WADE Entered By: CHRISTINE Associated PCRs/CVs Inspection History Date Description 11l21l2003 18 1 1 /2012003 17 1 1 I2012003 1 8 1 1 12012003 23 1 1 I1 812003 1 6 1 1 I1 812003 17 1 1 I1 312003 14 1 1 I1 312003 1 8 1 1 I1 312003 24 1 1 I1 312003 34 1 1 I1 312003 44 1 1 /0512003 13 1 1 I0512003 84 1011 612003 15 1011 512003 15 0910412003 13 Exterior LatNDrywall Interior LatNDrywall Exterior LatWDrywall Gas/Test/ Repairs Insulation Interior LathlDrywall FramelSteellBoItingNVelding Exterior LatNDrywall Roug Wopout Rough Electric RougNDuctsIDampers Shear PanelsIHDs Rough Combo RooflReroof RooflReroof Shear Panels/HD's Act lnsp Comments AP PY AP PY co PY AP PY AP PY wc PY AP PY wc PY AP PY AP PY AP PY NEED GROUND RED AND COL WATER BOND AP PY wc PY AP PY NS PY wc PY -. CITY OF CARLSBAD NOTICE (760) 602-2700 BUILDING DEPARTMENT 1635 FARADAY AVENUE DATE LOCATION Li*&TY& I r PERMIT NO. l3% t 5. f e. PHONE @ CODE ENFORCEMENT OFFICER City of Carlsbad Bldg Inspection Request A7 For: 08/22/2003 Permit# CB031917 Inspector Assignment: Title: DAULTON RES-766 SF ADDITION, Description: 96 SF STORAGE,REMODEL 1 BEDROOM Type: RESDNTL SubType: RAD Job Address: 2733 ARGONAUTA ST Suite: Lot 0 Location: APPLICANT DAULTON TRUST 06-30-00 Owner: DAULTON TRUST 06-30-00 Remarks: Phone: 7608025637 Inspector: Total Time: Requested By: WADE Entered By: CHRISTINE RComment CD Description 11 Ftg/Foundation/Piers Associated PCRs/CVs Inspection Historv Date Description Act lnsp Comments -- CITY OF CARLSBAD NOTICE' (760) - 602-2700 BUILDING DEPARTMEYT 1635 FARADAY AVENUE I a- FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? I7 YES I ION, CONTACT 1 PHONE CODE ENFORCEMENT OFFICER .- Y 5 A Carl Schmidt Inspection Services, Inc. P.O. Box 178403 San Diego, CA 92 177-8403 (61 9) 855-9252 SPECIAL INSPECTION REPORT Project: City: w- Permit Number: c 09 rw 7 Plan File Number: TYPE OF OBSERVATIONS: Reinforcing Steel - Reinforced Concrete __ Structural Masonry __ Field Welding - Epoxy .___ /Prestressed Concrete Shop Welding Bolting - Fireproofing WORK INSPECTED CONFORMS WITH APPROVED PLANS Ab sPECIFICATIONS UNLESS OTHERWISE NOTED Phone: Authorized Job Site Contact Signature SERVICE ENTRANCE OR FEEDER CONDUCTORS: A) SEE: NO. B) MPE: UCU DAL C) HSUUTION: 0) CONDUITSPE: SERVICE GROUN-D: A) SIZE: NO. C) CLAMP LOCATION(S): s) MR: dm 2y) - Sl(C) 0- @ WATERPPE 250 -eo(.). el(.) 0 -- 250 - =(e) 0 GFCl LOCATIONS 210-8.660-70: wm~~cs KITCHEN SINGLE FAMILY DWELLING '- ELECTRICAL SERVICE LOAD CALCULATION OPTION. METHOD NEC 220-30 As an alternative method, the STANDARLl METHOD, found in ARTICLE 220 of the National Electric eo&, may be used 1. GEMERAL LIGHTING LOADS Dwelling Lft9 m sq. ft. x 3 VA = I 11 VA Small appliance loads -220-16 (a) 1500 VA x Lcircuits = E VA Laundry load -220-16(b) 1500 VA x Icircuits = 1S-m VA General Lighting Total VA 2. COOKING EQUIPMENT LOADS - Nameplate Value . 7 Range VA = VA cooktop VA = Oven(s) VA = Cooking Equipment Total 3. ELECTRIC DRYER 220-18 (Nameplate, 5000 VA minimum) Dryer VA = DryerTotal - VA 4. FMED APPLIANCE LOADS 230-30(b3) Dishwasher = I 5-m' VA Disposal = lbao VA Compactor = VA Water Heater = VA Hydromassage Bathtub = VA Mimwave Oven = VA Built-in Vacuum = VA VA Fixed Appliance Total ~-i VA 5. OPTIONAL SUBTOTAL (Add all of the above totals) VA 6. 7. 8. 9. APPLYING DEMAND FACTORS - TABLE 220-30 First 10,000 VA x 100% = 1,000VA Optional Subtotal (from line 5) Remaining 1 orno VA = jm VA 1$5m VA IY,a HEATING OR AC LOAD - TABLE 220-30 Larger of the Heating or AC Load = OPTIONAL LOADS TOTAL (Add totals from lines 6 and 7) = /8,5-& - VA - - Optional Loads Total 240 Volt MINIMUM SERVICE SIZE = XAmpere (Please put total on front of card under Computed Loud) EsGil Corporation m In Partncrsfiip zvith S;ovcmrncnt for Building Safety DATE: AUG. 08,2003 J U RI S DI CTI ON : CARLSBAD PLAN CHECK NO.: 03-1917 SET: I1 0 PLAN REVIEWER 0 FILE PROJECT ADDRESS: 2733 ARGONAUTA STREET PROJECT NAME: SFR REMODEL & ADDITION FOR DAULTON The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s building codes. 0 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. 0 The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. u The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. 0 The applicant’s copy of the check list is enclosed for the jurisdiction to forward to the applicant The applicant’s copy of the check list has been sent to: contact person. Esgil Corporation staff did not advise the applicant that the plan check has been completed. 0 Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: JOSH Date contacted: (by: 1 Fax #: Telephone #: 858-452-771 7 Mail Telephone Fax In Person REMARKS: By: Ali Sadre Enclosures: Esgil Corporation 0 GA 0 MB EJ 0 PC 8f4 tmsmtl.dat DATE: JULY 21,2003 JURIS D I CTI 0 N : CARLSBAD PLAN CHECK NO.: 03-1917 EsGil Corporation In Partnership with Government for Suildhg Safety 0 PLAN REVIEWER 0 FILE SET: I PROJECT ADDRESS: 2733 ARGONAUTA STREET PROJECT NAME: SFR REMODEL & ADDITION FOR DAULTON 0 0 w 0 w 0 w 0 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: JOSH WOOD C/O DON EDSON AIA, 5752 OBERLIN DRIVE, # 104, SAN DIEGO, CA 92121 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: JOSH Date contacted:7]11 103 (by: FAX) REMARKS: Telephone #: 858-452-771 7 (by 3) Fax #: Mail, Telephone Fax/ In Person By: AliSadre Enclosures: Esgil Corporation [7 GA 0 MB 0 EJ 0 PC 711 5 trnsrntl.dot GENERAL PLAN CORRECTION LIST JURIS D I CTl ON : CARLSBAD PLAN CHECK NO.: 03-1917 PROJECT ADDRESS: 2733 ARGONAUTA STREET LIVING AREA ADD = 766; STORAGE ADD = 96; REMODEL = 200 DATE PLAN RECEIVED BY ESGIL CORPORATION: 7/15 JULY 21,2003 REVIEWED BY: Ali Sadre FOREWORD (PLEASE READ): DATE REVIEW COMPLETED: 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 disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. 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. 0 a 0 1. 2. 3. 4. Please make all corrections on the original tracings and submit two new complete sets of prints to: The Building Depadment. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. 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 on the plans. Have changes been made not resulting from this list? 0 Yes 0 No Please specify solid core with self closer for the door between garage & porch. Specify tempered glass in master bath & shower on Sheet 3. Section 2406.4. The city policy requires a limited soils report for a 2-story addition. Please specify staggered nailing in addition to 3x framing when shear walls have capacity over 350 plf. Table 23-11-1-1, F.N.2. 5. 6. 7. 8. 9. IO. 11. 12. Please show smoke detectors for existing bedrooms and hallways leading to them. Section 310.9.1. Note on the plan the soils classification, whether or not the soil is expansive and note the allowable bearing value. Section 106.3.3. All bedroom branch circuits now require arc fault protection. Note clearly on the plans that “Bedroom branch circuits will be arc fault circuit protected.” NEC Art. 2 I 0-1 2( b). New water closets and associated flushometer valves, if any, shall use no more than 1.6 gallons per flush and shall meet performance standards established by the American National Standards Institute Standard A112.19.2. H & S Code, Section 17921.3(b). Please show fluorescent lighting in bathrooms. Provide a statement on the Title Sheet of the plans stating that this project shall comply with the 2001 edition of the California Building Code (Title 24), which adopts the 1997 UBC, 2000 UMC, 2000 UPC and the 1999 NEC. Where is detail X/l 0 as referenced on Sheet 9? 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 Ali Sadre at Esgil Corporation. Thank you. 'VALUATION AND PLAN CHECK FEE JURIS D I CTI 0 N : CARLSBAD PLAN CHECK NO.: 03-1917 PREPARED BY: Ali Sadre BUILDING ADDRESS: 2733 ARGONAUTA STREET BUILDING OCCUPANCY: R3/U1 DATE: JULY 21,2003 TYPE OF CONSTRUCTION: VN Jurisdiction Code By Ordinance I 1994 UBC Building Permit Fee V 1 1994 UBC Plan Check Fee -I Type of Review: Complete Review ORqtitive F~X Repeats I $304.371 0 Structural Only 0 Other 0 Hourly n Hour * Esgil Plan Review Fee I $468,261 Comments: Sheet1 of 1 macvalue.doc 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (858) 560-1468 + Fax (858) 560-1576 BUILDING PLANCHECK CHECKLIST ~ 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 andlor specifications to this office for review. PROJECT DESCRIPTION: ASSESSORS PARCEL NUMBER: ;3 I \';y\o- 0 2, EST. VALUE: GI, '249- ENGINEERING DEPARTMENT APPROVAL , DENIAL 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. @ Right-of-way permit is required prior to construction of the following improvements: By: Date: By: Date: ATTACHMENTS Dedication Application Dedication Checklist ENGINEERING DEPT. CONTACT PERSON Nme: KATHLEEN M. FARMER City of Carlsbad Improvement Application Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Improvement Checklist Phone: (760) 602-2741 Future Improvement Agreement Grading Permit Application Grading Submittal Checklist CFD INFORMATION Parcel Map No: Lots: Right-of-way Permit Application Recordation: Right-of-way Permit Submittal Checklist and Information Sheet Carlsbad Tract: Sewer Fee Information Sheet A-4 BUILDING PLANCHECK CHECKLIST SITE PLAN 2N0 3Ro 0 0 1. Provide a fully dimensioned site plan drawn to scale. Show: Right-of-way Width & Adjacent Streets Driveway widths Existing or proposed sewer lateral Existing or proposed water service Structures Existing or proposed irrigation service 0 0 ,2. Show on site plan: A. Drainage Patterns I. 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 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: I A. Site address B. Assessor’s Parcel Number C. Legal Description For commerciaVindustriaI 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 2 R.V. rnum BUILDING PLANCHECK CHECKLIST 1 ST 2ND 3"' DISCRETIONARY APPROVAL COMPLIANCE 4a. Project does not comply with the following Engineering Conditions of approval for Project No. 0 0 4b. All conditions are in compliance. Date: DEDI CAT1 ON 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 $15,000, pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: 0 0 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@) prior to issuance of Building Permit. Attached please 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 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. 0 0 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 BUILD I NG P LANC H EC K C HEC KLlST I ST 0 0 2ND 0 0 0 0 0 0 3RD 0 0 0 0 0 0 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: 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 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: 6c. Enclosed please find your Future Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Future Improvement Agreement completed by: Date: 6d. No Public Improvements required. SPECIAL NOTE: Damacled or defective improvements found adiacent to buildinq site must be repaired to the satisfaction of the City Inspector prior to occupancy. G RAD1 NG P ERMlT REQUl RE ME NTS The conditions that invoke the need for a grading permit are found in Section 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). 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 Gradinq Permit must be issued and rouqh qradinq approval obtained prior to issuance of a Buildinq Permit. Grading Inspector sign off by: Date: 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) H:\WORDKXJCSCHKLSMUIM~~N Planehedc cklst Fm (GENERIC 7-1cOa).doc 4 Rev. 7114tW BUILDING PLANCHECK CHECKLIST I no0 uon 000 000 7d .No Grading Permit required. 7e. 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: 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 Discharge 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. d fees are attached WATER METER REVIEW 12a. Domestic (potable) Use Ensure that the meter proposed by the ownerldeveloper 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” In service with 5/8” service. 5 Rev. 7/1- BUILDING PLANCHECK CHECKLIST 0 If ownerldeveloper 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 gprn is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. 0 Maximum service and meter size is a 2 service with a 2 meter. 0 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). 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: 1. 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 gprn 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: STA 1+00 Install 2" service and 1.5: meter (estimated 100 gpm) 2. 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: 0 Hydraulic grade line 0 Elevation at point of connection (POC) 0 Pressure at POC in pounds per square inch (PSI) 0 Worse case zone (largest, farthest away from valve 0 Total Sprinkler heads listed (with gpm use per head) 0 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 Rw. 7l1uoO 6 BUILDING PLANCHECK CHECKLIST service boundary, the City intends on switching these irrigation servicedmeters to a new recycled water line in the future. 0 0 12c. Irrigation Use (where recycled water is available) 1. Recycled water meters are sized the same as the irrigation meter above. 2. 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 [7 13. Additional Comments: 7 RN. in- PLANNING DEPARTMENT BUILDING PLAN CHECK REVIEW CHECKLIST 7 r Planner Rebeca Vazauez Phone /760) 602-4625 APN: 2L 5-4 rO-OZ-00 *' Leclend: Item Complete Item Incomplete - Needs your action / ,- CFD (idout) #-Date of participation: Remaining net dev acres: Environmental Review Requlred: DATEOF COMPLETION: YES-NO *>( TYPE F0 Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: Discretionary Action Required: YES- NO^ TYPE APPROVAURESO. NO. DATE PROJECT NO. OTHER RELATED CASES: ' Compliance with conditions or. approval? If not, state conditions which require action. Conditions of Approval: I. Coastal Zone AssessmenVCompIiance Project site located in Coastal Zone? YES NO% CA Coastal Commission Authority? YES- NO- If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Driye, Suite 103, San Diego CA 921 08-4402; (61 9) 767-2370 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 #: 4 Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans). 2) Complete Coastal Permit Determination Log as needed. (Effective date of lnclusionary Housing Ordinance - May 21, 1993.) -&I 0 lnclusionary Housing Fee required: YES - NO x Data Entry Completed? YES - NO - (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) I H:\ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/0 1 Site Plan: 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width, dimensional setbacks and existing topographical lines (including all side and rear yard slopes). 2. Provide legal description of property and assessor's parcel number. 4 Policy 44 - Neighborhood Architectural Design-euidelines 1. Applicability: YES NOZ 2. Project complies YES NO Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required 20' Shown 28' Required 7 ' Shown 7' Shown , Shown v2 Required Required Required Shown 2. Accessory structure setbacks: Front: Required Z!i Shown 28' Interior Side: Required 7' Shown 7' Required \q \ Required Shown Street Side: Rear: Structure separation: Required Shown Shown ~7 3. Lot Coverage: 4. Height: Required Ashown d 23 ,7% -I Required &- a' Shown 22.3 5. Parking: Spaces Required z Shown 2 Residential Guest Spaces Required Shown (breakdown by uses for commercial and industrial projects required) Additional Comments OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER f H:\ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01 NARAG H I EN G I N E E RI N G STRUCTURAL CONSULTANT Tel: (858)455-6090 Fax: (8 58) 4 5 5-6098 STRUCTURAL CALCULATIONS PROJECT NAME: h.J/&. AT. PROJECT NO.: 23 qD5- CLIENT: SCOPE: This signature is to be a wet signature not a copy. i &- DESIGNED BY: TOM NARAGHI PE. DATE: 5/27/0 3 I1 REV1 S I ONS: NARAGHI ENGINEERING STRUCTURAL CONSULTANT JOB SHEET NO: OF CALCULATED BY: DATE NARAGHI ENGINEERING STRUCTURAL CONSULTANT JOB SHEET NO: OF CALCULATED BY: DATE Row' ?b ! 4 92 259 c t NARAGHI ENGINEERING STRUCTURAL CONSULTANT JOB SHEET NO: OF CALCULATED BY: DATE ./ d ip b' NARAGHI ENGINEERING STRUCTURAL CONSULTANT SHEET NO: OF CALCULATED BY: DATE v2 ZQ% NARAGHI ENGINEERING STRUCTURAL CONSULTANT SHEET NO: OF CALCULATED BY: DATE NARAG H I ENGINEERING STRUCTURAL CONSULTANT JOB SHEET NO: OF CALCULATED BY: DATE NARAGHI ENGINEERING STRUCTURAL CONSULTANT JOB SHEET NO: OF CALCULATED BY: DATE JOB OF NARAGHI ENGINEERING SHEET NO: STRUCTURAL CONSULTANT CALCULATED BY: DATE NARAGHI ENGINEERING STRUCTURAL CONSULTANT JOB SHEET NO: OF CALCULATED BY: DATE 1 . ‘ . . -,., _- NARAGH I E NG I NEERl N G STRUCTURAL CONSULTANT SHEET NO: OF CALCULATED BY: DATE NARAG H I EN G IN E E RI NG 1 STRUCTURAL CONSULTANT JOB SHEET NO: OF CALCULATED BY: DATE NARAGHI ENGINEERING STRUCTURAL CONSULTANT JOB SHEET NO: OF CALCULATED BY: DATE 5w 76 +--- NARAGHI ENGINEERING STRUCTURAL CONSULTANT JOB SHEET NO: OF CALCULATED BY: DATE .. JOB NARAGHI ENGINEERING SHEET NO: OF STRUCTURAL CONSULTANT CALCULATED BY: DATE NARAGHI ENGINEERING STRUCTURAL CONSULTANT SHEET NO: OF CALCULATED BY: DATE J */- I#- t ------e---, GEOTECHNICAL EXPLORATION, INC, 24 July 2003 SOIL & FOUNDATION ENGINEERING GROUNDWATER HAZARDOUS MATERIALS MANAGEMENT ENGINEERING GEOLOGY Mr. Stephen Daulton 2733 Argonauta Street Carlsbad, CA 92009 Job NO. 03-8471 Subject : Limited Soil Investiaation and Bearina Value Evaluation Daulton Residence Addition 2733 Argonauta Street Carlsbad, California Dear Mr. Daulton: In accordance with your request, a representative of Geotechnical Exploration, lnc. has visited the subject site and performed an evaluation of the soil conditions in the area of the proposed new storage area and second-story addition in the rear yard area and over the existing garage. It is our understanding that the proposed ground-floor story addition will utilize conventional continuous footings with concrete slab on-grade floors. As part of our investigation, we reviewed the building and foundation plans by Don Edson Architect. The foundation plans have been reviewed from a geotechnical viewpoint and have been prepared in substantial conformance with our recommendations. The field work, conducted on July 15, 2003, consisted of excavating two hand-dug test pits in the approximate location of the proposed addition and improvements. The excavations revealed that the building site is underlain by dense metavolcanic bedrock materials with approximately 2 feet of silty sand with some clay fill soils. Our exploratory excavations terminated at a depth of 21/2 feet penetrating the dense bedrock materials. Based upon our observations and probing of the soil material, it is our opinion that the existing fill will provide adequate bearing strength for the proposed new addition. However, it is our understanding that the proposed 7420 TRADE STREET SAN DIEGO, CA 92121 (858) 549-7222 FAX: (858) 549-1604 E-MAIL: geotech@ixpres.com LE383 -1717 Daulton Residence Additions Job NO. 03-8471 ‘Carls bad, California Page 2 foundations will be 24 inches deep and should bear directly on the underlying bedrock materials. The existing garage foundation was found to have a depth of 18 inches and was founded in the existing fill soils. 1. It is our opinion that the existing fill and bedrock materials will provide adequate bearing strength for the proposed additions foundations. New footings placed in dense native materials or properly compacted fill soils can be designed for an allowable soil bearing capacity of 2,000 pounds per square foot (psf). We do recommend that the proposed footings and slabs contain at least a nominal amount of reinforcing steel to reduce the separation of cracks should they occur. 2. The proposed footings should have a minimum depth of 24 inches and a width of at least 12 inches, founded in the dense formational material. A minimum of steel for continuous footings should include at least four No. 4 bars continuous, with two bars 3 inches from the bottom of the footing and two bars near the top. 3. Concrete slabs on-grade (on properly compacted fill) should be a minimum of 4 inches actual thickness and be reinforced with at least No. 3 steel bars on 18-inch centers, in both directions, placed at mid-height in the slab. The interior slab should be underlain by a 2-inch-thick layer of clean sand overlying a 10-mil vapor barrier over 2 inches of sand. We recommend that isolation joints and sawcuts be incorporated to at least one-fourth the thickness of the slab in any slab designs. The joints and cuts, if properly placed, should reduce the potential for and help control floor slab cracking. In no case, however, shall control joints be spaced farther than 20 feet apart, . Daulton Residence Additions Carlsbad, California Job NO. 03-8471 Page 3 or the width of the slab. Control joints shall be placed within 12 hours after concrete placement as soon as concrete sets and no raveling of aggregate occurs. 4. The active earth pressure (to be utilized in the design of cantilever, non- restrained walls) shall be based on an Equivalent Fluid Weight of 38 pounds per cubic foot (for level backfill only) if on-site soils are used. Additional loads applied within the potential failure block shall be added to the active soil earth pressure by multiplying the vertical surcharge load by a 0.31 lateral earth pressure coefficient. 5. The passive earth pressure of the encountered formational soils (to be used for design of shallow foundations and footings to resist the lateral forces) shall be based on an Equivalent Fluid Weight of 300 pounds per cubic foot. This passive earth pressure shall only be considered valid for design if the ground adjacent to the foundation structure is essentially level for a distance of at least three times the total depth of the foundation and is properly compacted or dense natural soil. An allowable Coefficient of Friction of 0.40 times the dead load may be used between the bearing soils and concrete foundations, walls or floor slabs. 6. Adequate measures shall be taken to properly finish-grade the site after the new addition and other improvements are in place. Drainage waters from this site and adjacent properties are to be directed away from foundations, floor slabs, and footings, onto the natural drainage direction for this area or into properly designed and approved drainage facilities. Proper subsurface and surface drainage will help minimize the potential for waters to seek the level of the bearing soils under the foundations, footings, and floor slabs. Daulton Residence Additions Carlsbad, California Job NO. 03-8471 Page 4 7. Failure to observe this recommendation could result in undermining and differential settlement of the building foundation or other improvements on the site. Due to the possible build-up of groundwater (derived primarily from rainfall and irrigation), excess moisture is a common problem in below-grade structures or behind retaining walls that may be planned. These problems are generally in the form of water seepage through walls, mineral staining, mildew growth and high humidity. In order to minimize the potential for moisture-related problems to develop at the site, proper ventilation and waterproofing must be provided for below-ground areas, in crawl spaces, and the backfill side of all structure retaining walls must be adequately waterproofed and drained. Proper subdrains and free-draining backwall material (such as gravel or geocomposite drains) shall be installed behind all retaining walls on the subject project. If a raised-wood floor foundation is constructed for any portion of the addition, special attention should be directed to insure that the crawl space grade is sufficiently above the exterior yard grade, or subdrains will have to be installed to prevent surface water from going under the house. Geotechnical Exploration, Inc. will assume no liability for damage to structures that is attributable to poor drainage. 8. Planter areas and planter boxes shall be sloped to drain away from the foundations, footings, and floor slabs. Planter boxes shall be constructed with a closed bottom and a subsurface drain, installed in gravel, with the direction of subsurface and surface flow away from the foundations, footings, and floor slabs, to an adequate drainage facility. Daulton Residence Additions * ' Carlsbad, California Job NO. 03-8471 Page 5 Geotechnical Exploration, Inc. recommends that we be asked to verify the actual soil conditions revealed during the footing excavations to be anticipated in this report. Should you have any questions regarding this matter, please contact our office. Reference to our Job No. 03-8471 will help to expedite a response to your inquiries. Respectfully submitted, GEOTECHNICAL EXPLORATION, INC. \ c il. Jay K. \Heiser, Senior Projec;t'Gbologist st C. Burns, R.C.E. 55370 r- Senior Project Engineer JKH/SCB/pj AUG-08-2003 FRI 02:51 PM CITY OF CARSLEAD A. F4X N3. 760 602 8558 P. 03 City of Carlsbad Q&TIFI CATE OF COMPJ. IANCE TIGATION PAYMENT OF SCH 001, REES OR (YTRER MI This fonn musi bo completed by the Ci!y, the appiicant, and the appropriate school districts and returned to the Clty prim to issuing a building permit. The City wiSl not issue any building permit wrU'Iout a completed school fee form. Project Name: Building Permit Plan Check Number: Project Address; A.P.N.: Project Applicant (Owner Name): Project Description: Building Type: Residential: Second Dwethg Unit: Residential Additions: Commercial/lndustriaI: City Certification of - Applicant Information: S Square Feet of Living Area in New Dwelling Square Feet of Living Area in SDU Net Square Feet New Area _L GC Carlsbad Unided School hstrict 6225 El Camino Real Carlsbad CA 922009 (33 1-5000) Eacinitas Union School District 10 1 South Rancho Smta Fe Rd Eacinkw. CA 92024 (9444300) Snn Dieyito Union High &hod Dkkic! 710 Elicitlitas Blvd. Eocirdtas, CA 92024 (753-6491) Certification of ApplicantlOwners. ?he person exwtir~ this declaration ("Owner) ceRifiss under penalty of perjury that (1) the infamaation provided above i8 conact and true to the best of the Owner'$ knowledge, and that tho Owner will file an amended cenification of payment and pay the additional fee it Owner requests, an. increase in the nmber of dwelllng units. or square foatege after the building pennlt !s issued or if ths inltlsl detwtination of unlts or square f.Jot;rge is found to be inconect, and of the above described project@), or that the iwwn exeating this declaraUon is -e 1635 Faraday Avenue Carlsbad. CA 82008-7374 - (760) 602-2700 RPJW mnmn Building Ccwnter - (760) 602-2719 FAX (760) 602-8558 AUC-08-2C03 FRI 02:52 PM CITY OF-CARSLBAD FPX NO, 763 602 8558 P, 04 ..,. . . SCHOOL DISTRICT: The undersigned, being duly authorized by the applicable School District, certifies that the developer, buifder, or owner has satisfied the obligation for schoaf facilities. This is to certify that the applicant listed on page 1 has paid all amounts or completed other applicable school mitigation determined by the School District. The City may issue building permits for this project. SIGNATURE OF AUTHORIZED SCHOOL DISTRICT OFFICIAL TITLE NAME OF SCHOOL DISTRICT DATE I %- 11-0 3 PHONE NUMBER bJ 'a P L - ~. 4 c c F' 1% c E