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Home My WebLink About2215 SARA WAY; ; CB051915; PermitCity of Carlsbad 35 Faraday Av Carlsbad, CA 92008 07-29-2005 \\ Residential Permit Permit No: CB051915 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: 2215 SARA WY CBAD RESDNTL Sub Type: RAD 1675402400 Lot #: 0 $158,143.00 Construction Type: VN Reference #: 0 Structure Type: 0 Bathrooms: 0 KAZAKEVITCH RES 1301 SF1ST&2ND FL ADD,563 SF GARAGE, 117 SF BALCONY Status: ISSUED Applied: 05/26/2005 Entered By: KG Plan Approved: 07/29/2005 Issued: 07/29/2005 Inspect Area: Orig PC#: Plan Check#: Applicant: SAM WRIGHT STE N 2911 STATE ST 92008 760-213-1460 Owner: KAZAKEVITCH MIKHAIL&SVETLANA 2215 SARA WAY CARLSBAD CA 92008 Building Permit $728.28 Meter Size Add'I Building Permit Fee $0.00 Add'I Red. Water Con. Fee $0.00 Plan Check $473.38 Meter Fee $0.00 Add'I Plan Check Fee $0.00 SDCWA Fee $0.00 Plan Check Discount $0.00 CFD Payoff Fee $0.00 Strong Motion Fee $15.81 PFF (3105540) $0.00 Park in Lieu Fee $0.00 PFF (4305540) $0.00 Park Fee $0.00 License Tax (3104193) $0.00 LFM Fee $0.00 License Tax (4304193) $0.00 Bridge Fee $0.00 Traffic Impact Fee (3105541) $0.00 Other Bridge Fee $0.00 Traffic Impact Fee (4305541) $0.00 BTD #2 Fee $0.00 Sidewalk Fee $0.00 BTD #3 Fee $0.00 PLUMBING TOTAL $125.00 Renewal Fee $0.00 ELECTRICAL TOTAL $20.00 Add'I Renewal Fee $0.00 MECHANICAL TOTAL $30.50 Other Building Fee $0.00 Housing Impact Fee $0.00 Pot. Water Con. Fee $0.00 Housing InLieu Fee $0.00 Meter Size Housing Credit Fee $0.00 Add'I Pot. Water Con. Fee $0.00 Master Drainage Fee $0.00 Red. Water Con. Fee $0.00 Sewer Fee $0.00 Additional Fees $0.00 TOTAL PERMIT FEES $1,392.97 Total Fees: $1,392.97 Total Payments To Date: $429.34 Balance Due: $963.63 963-63 I FINAL APPROVAL nsoector: _____ Date: I (p / b (p Clearance: NOTICE: Please take NOT10E.4Iat approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any ()00 Jb C3 ER IT APPLIC)( AT ON CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO.eJ.PiLc EST. VAL. 136 3 Plan Ck. Deposit Validated By________________________ r S-2.t Address (include Bldg/Suite #) Business Name (at this address) AbV1 L,,1 Legal Description Lot No. Subdivision Name/Number ULIj.hJo. Phase No. Total # of units 05/26/05 02 Assessor's Parcel # Existing Use / 7 Proposed Use •"" Description of Work . %3L.1 Q. FT. #of Stories II of Bedrooms # of Bathrooms t .i r _, - ___?_? Attwr Z9 ii 4SIT -1L s , ii. t.4 c le. cRb, 7cc' 2 s (4-47 Name- Address - City State/Zip Telephone #*, Fax # APPUCANTJ Oth Dji fontjcjD 0 AforQwn_____ (,- p.cJ,p 'çc4 4 IZO V EL? Name Address City State/Zip Telephone # rPROPERThO rc.4 4- r'—E_T Name Address City State/Zip Telephone # 5_- (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 Contractors 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 ($5001). Name Address City - State/Zip Telephone # State License # - License Class City Business License # Designer Name . Address City State/Zip Telephone State License # Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: - - Insurance Company Policy No. Expiration Date - (THIS SECTION NEED NOT BE COMPLETED IF-THE PERMIT IS FOR ONE HUNDRED DOLLARS ($1001 OR LESS) 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 L7.7" BU1ILDiR_7DECLARATRFN S I heieby affirm that I am exempt from the Contractor's License Law for the following reason: - 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions,Code: The Contractor's License Law does not apply to an owner of property who builds or,improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is stld 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 Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed - pursuant to the Contractor's License Law). - 0 I am exempt under Section Business and Professions Code for this reason: - I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO I (have / have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number): I plan to provide portions of the work, but I e hired the following person to co inf supervise and provide the major work (include name / address / phone number / contractors license number): - I will provide some of the work, but I hay contracted - d) t o lowing persons to provide the work indicated (include name / address / phone number / type of work): PROPERTY OWNER SIGNATURE " _. • DATE TIAL BUÜ !S -•--- Is the applicant or future but g occupa t required to submit a business plan, acutely hazardous materials registration - form or risk management and prevention program under Sections 25505, 25533 r 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO Is the applicant or future building o pant 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. I8TCONSTRUCTION LENDINGAGEN C Y Si. 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 Code). LENDER'S NAME • LENDER'S ADDRESS - - 5JCANLcE!!ElCATlON 55155_55 55 - 1555] I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City-ordinances and State laws relating to building construction. I hereby authorize representatives of the Cit' of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO VE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN V AY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for exca tions o r 5' 'deep and demolition or construction of Structures over '3 stories in height. EXPIRATION: Every permit issued by the ilding er th ovisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commen d withi 8 ays fro t 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 commenc or a p of 1 0 day ( action 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE . , DATE IF 6V H,44 0 ITE: File YELLOW: Applicant PINK: Finance - Inspection List Permit#: CB051915 Type: RESDNTL RAD KAZAKEVITCH RES 1301 SFIST&2ND FL ADD,563 SF GARAGE,117 SF BALCON Date Inspection Item Inspector Act Comments______ 10/25/2006 19 Final Structural PY AP 10/25/2006 19 Final Structural - RI 09/27/2006 89 Final Combo PY CO 05/03/2006 17 Interior Lath/Drywall PY AP 05/01/2006 17 Interior Lath/Drywall PY NR 05/01/2006 18 Exterior Lath/Drywall PY AP 04/25/2006 14 Frame/Steel/Bolting/Weldin PY AP 04/25/2006 16 Insulation PY AP 04/24/2006 16 Insulation PY CA 04/18/2006 14 Frame/Steel/Bolting/Weldin PY CO #13 SHEAR APPROVED 3/23/06 04/18/2006 24 Rough/Topout PY AP 03/23/2006 14 Frame/Steel/Bolting/Weldin PY WC 03/23/2006 15 Roof/Reroof PY AP 02/21/2006 33 Service Change/Upgrade PY AP EMR 02/02/2006 13. Shear Panels/HD's PY NR 02/02/2006 15 Roof/Reroof . PY CO TRUSS CALCS SEE NOTICE 10/27/2005 11 Ftg/Foundation/Piers PY AP upper ftg 09/14/2005 11 Ftg/Foundation/Piers PY AP Thursday, October 26, 2006 . Page 1 of 1 City of Carlsbad Bldg Inspection Request For: 10/25/2006 Permit# CB051915 Inspector Assignment: PY Title: KAZAKEVITCH RES 1301 SF1 ST&2ND Description: FL ADD,563 SF GARAGE,117 SF BALCONY Type: RESDNTL Sub Type: RAD Job Address: 2215 SARA WY Suite: Lot 0 Location: APPLICANT SAM WRIGHT Owner: KAZAKEVITCH M IKHAIL&SVETLANA Remarks: Total Time: Phone: 7608025269 Inspector: Requested By: JOE Entered By: CHRISTINE CD Description 'Act Comment 19 Final Structural Comments/Notices/Hold Associated PCRs/CVs Original PC# PCR05182 ISSUED KAZKEVITCH RESIDENCE; FRAMING REVISIONS PCR060I8 ISSUED KAZAKEITCHRES- DEFERRED; TRUSS SUBMITTAL Inspection History Date Description 09/27/2006 89 Final Combo 05/03/2006 17 Interior Lath/Drywall 05/01/2006 17 Interior Lath/Drywall 05/0112006 18 Exterior Lath/Drywall 04/25/2006 14 Frame/Steel/Bolting/Welding 04/25/2006 16 Insulation 04/24/2006 16 Insulation 04/18/2006 14 Frame/Steel/Bolting/Welding 04/18/2006 24 Rough/Topout 03/23/2006 14 Frame/Steel/Bolting/Welding 03/23/2006 15 Roof/Reroof 02/21/2006 33 Service Change/Upgrade 02/02/2006 13 Shear Panels/HD's 02/02/2006 15 Roof/Reroof 10/27/2005 11 Ftg/Foundation/Piers 09/14/2005 11 Ftg/Foundation/Piers Act lnsp Comments CO PY AP PY NR PY AP PY AP PY AP PY CA PY CO PY #13 SHEAR APPROVED 3/23/06 AP PY WC PY AP PY AP PY EMIR NR PY CO PY TRUSS CALCS SEE NOTICE AP PY upper ftg AP PY EsGil Corporation In Partnersliip with government for(Building Safety DATE: 07/28/05 0 APPLICANT JURISDICTION: Carlsbad U PLAN REVIEWER U FILE PLAN CHECK NO.: 05-1915 SET: II PROJECT ADDRESS: 2215 Sara Way PROJECT NAME: Room Addition/Garage/Deck for Kazakevitch Residence The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. LI The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. LII The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. LI The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. LI The applicant's copy of the check list is enclosed for the jUrisdiction to forward to the applicant contact person. -. LI The applicant's áopy of the check list has been sent to: Esgil Corporation staff did not advise the applicant that the plan check has been completed. LI Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person LI REMARKS: By: Ray Fuller Enclosures: Esgil Corporation E] GA [I MB DEJ DPc(P) 07/21/05 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 ,.., DATE: 06/09/05 JURISDICTION: Carlsbad PLAN CHECK NO.: 05-1915 EsGil Corporation In (Partners flip witfi çovernment for Bui(€(ing Safety SET:! O_APPLICANT O PLAN REVIEWER 0 FILE PROJECT ADDRESS: 2215 Sara Way PROJECT NAME: Room Addition/Garage/Deck for Kazakevitch Residence The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficienciesidentified below are resolved and checked by building department staff. fl The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. LI The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Sam Wright 2911 State Street Carlsbad, Ca. 92008 L 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 coptactqd; S,am Wright 646)9l "-Telephone #: (760) 720-7631 Date (by: Fax #: (760) 720-7634 Mail-1Iephone Fax-i Person LI REMARKS: By: Ray Fuller Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ 0 PC 05/31/05 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 a Carlsbad 05-1915 06/09/05 PLAN REVIEW CORRECTION LIST SINGLE FAMILY DWELLINGS AND DUPLEXES JURISDICTION: Carlsbad PLAN CHECK NO.: 05-1915 PROJECT ADDRESS: 2215 Sara Way FLOOR AREA: Addition 1103 Garage 563 Balcony 117 REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 05126/05 DATE INITIAL PLAN REVIEW COMPLETED: 06/09/05 FOREWORD (PLEASE READ): STORIES: 2 HEIGHT: 23 ft per UBC DATE PLANS RECEIVED BY ESGIL CORPORATION: 05/31/05 PLAN REVIEWER: Ray Fuller This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that residential construction comply with the 2001 edition of the California Building Code (Title 24), which adopts the following model codes: 1997 UBC, 2000 UPC, 2000 UMC and 1999 NEC (all effective 11/1/02). The above regulations apply to residential construction, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1997 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Carlsbad 05-1915 06/09/05 1. 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: 1) Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92009, (760) 602-2700. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2) 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 ig complete. Final sets of plans and any new calculations to be stamped and signed by engineer of record also. A2 should reflect handrails with returns and be continuous to the 1st step. Minimum size access hole to FAU is to be 30"x 22" and plans state 24"x24" on A2? Note minimum 30" head clearance required for access to FAU and should reference 12/ADI to this location. FAU must be gas as no propane allowed when a pit condition exists as shown. Could not see where FAU was noted to have an 18" platform. Detail and reference a section thru laundry chute reflecting a true 1 hour shaft to include walls and floor /ceiling assembly. This must be detailed to show 5/8X at exterior of shaft with 2 x4 framing for example. At interior of shaft can reflect either .26 gauge galvanized sheet metal with joints lock lapped metal or 5/8X from bottom of the shaft to continue thru floor joists to ceiling. Show 1 hr protection thru the floor i.e. 2 2x solid blocks or continue shaft thru this area. Show 13/8 solid core self closing doors. Please review Section 711 and show how it complies. Are entry wall /gate existing or proposed? If proposed then specify maximum height (6 ft w/o calculations). Carlsbad 05.1915 06/09/05 Note on plans if BBQ is a part or not a part of this permit. If a part then note on plans " Installation Guide to be provided to Building Inspector to verify all clearances to combustibles". (Generally not allowed to have roof overhead and wall/counter framing to be non combustible framing). Please verify that attic access shown on A5 will provide mine 30" head clearance at the lowest point and if so note this on the plans. Plans to reflect sizes of all drains and required overflows. Min size is 2" if vertical; 3" if runs horizontal and min scupper size is 4" in height per UBC 1506.2. Show or note that doors may open to the exterior only if the exterior landing is not than more than one inch lower than the door threshold. Section 1003.3.1.6 See door R's at balcony off master bath on A5 for example. Specify how obtaining the required minimum 1/4 inch per foot deck slope for drainage i.e. ripping, sleepers, slope framing etc. If ripping, note maximum taper cut and calculations to reflect this and if sleepers detail attachment to floor joist. Recheck outlet spacing. Must show outlets within 6 ft of any opening and not to exceed 12 apart. Any isolated wall 2 ft or wider to have outlets. See rear wall at morning room for example. Recheck all locations. The plans do not comply with the soils report and need to be reviewed. For example minimum slab thickness is 4 W, #3's at 18" oc, 10 mil visqueen required, 10 ftto daylight etc. Complete special inspection form for epoxy bolts. Plans need to be reviewed by designer of record, stamp and signed showing that details and floor plans match calculations which in turn show a complete vertical and lateral load path to the foundation. Line B on S5 requires 1-24" HF and plans are reflecting 3- 18" (page 20 of calculations)? Could not locate required Strong Walls for line E on S5 per page 20 of the calculations. Overturning load path to continue to foundation or show in calculations that dead loads from floor framing can resist these loads. See PSL's resisting Hardy Frames above on line H for example on S5. Are the beams used to resist shear walls designed per Table 16-L item #4 and 1630.8.2 and are connections of beam to post/post to foundation able to resist these loads. Will the edge distance of bolt thru the PSL be adequate for example at far right side on line H as 1 1/2" Carlsbad 05-1915 06/09/05' rim joist will be applied to front of PSL? Appears 7/8" bolt will occur very close to end of the PSL. No post shown on. S5 below 46 post required for RB-I where they intersect on S6 (left of line 6)? Detail and reference ledger attachment of roof rafter/ hip to wall to include type member attaching to and size, length and spacing of lags for example. See entry for example on S5. No ceiling joist required above entry on S5? Provide Hardy Frame and Strong Wall details and reference to the plans. Could not locate for example where Hardy Frame to PSL was detailed? Please recheck all point loads to verify adequate members shown below and that spread footing locations and sizes are correct. Reference all details to all applicable places on the plans and cross out or delete those that do not apply. Could not see where soils report addressed the potential for seismically induced soil liquefaction and soil instability in Seismic Zones 3 and 4. Section 1804.5 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 No L3 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 Ray Fuller at Esgil Corporation. Thank you. Carlsbad 05-1915 06/09/05 Citv of Carl's b a d ii\ Building Department BUILDING DEPARTMENT NOTICE OF REQUIREMENT FOR SPECIAL INSPECTION Do Not Remove From Plans Plan Check No. 05-1915 Job Address or Legal Description 2215 Sara Way Owner Address You are hereby notified that in addition to the inspection of construction provided by the Building Department, an approved Registered Special Inspector is required to provide continuous inspection during the performance of the phases of construction indicated on the reverse side of this sheet. The Registered Special Inspector shall be approved by the City of Carlsbad Building Department prior to the issuance of the building permit. Special Inspectors having a current certification from the City of San Diego, Los Angeles, or ICBO are approved as Special Inspectors for the type of construction for which they are certified. The inspections by a Special Inspector do not change the requirements for inspections by personnel of the City of Carlsbad building department. The inspections by a Special Inspector are in addition to the inspections normally required by the County Building Code. The Special Inspector is not authorized to inspect and approve any work other than that for which he/she is specifically assigned to inspect. The Special Inspector is not authorized to accept alternate materials, structural changes, or any requests for plan changes. The Special Inspector is required to submit written reports to the City of Carlsbad building department of all work that he/she inspected and approved. The final inspection approval will not be given until all Special Inspection reports have been received and approved by the City of Carlsbad building department. Please submit the names of the inspectors who will perform the special inspections on each of the items indicated on the reverse side of this sheet. (over) Carlsbad 05-1915 06/09/05 SPECIAL INSPECTION PROGRAM ADDRESS OR LEGAL DESCRIPTION: PLAN CHECK NUMBER: OWNER'S NAME: I, as the owner, or agent of the owner (contractors may Lot 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 prepard 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: O Soils Compliance Prior to Foundation Inspection O Structural Concrete Over 2500 PSI 0 El Prestressed Concrete M Structural Masonry O Designer Specified O Field Welding High Strength Bolting O Expansion/Epoxy Anchors O Sprayed-On Fireproofing O Other 2. Name(s) of individual(s) or firm(s) responsible for the special inspections listed above: . S 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 05-1915 06/09/05 I VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 05-1915 PREPARED BY: Ray Fuller DATE: 06/09/05 BUILDING ADDRESS: 2215 Sara Way BUILDING OCCUPANCY: R3 Ui TYPE OF CONSTRUCTION: VN BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Addition 1103 Per City Est. 136,363 Garage 563 Deck 117 Air Conditioning Fire Sprinklers TOTAL VALUE 136,363 Jurisdiction Code ICB IBY Ordinance I Bldg. Permit Fee by Ordinance Plan check Fee by Ordinance V Type of Review: E Complete Review LI Structural Only I $660.52 I I $429.341 LI Repetitive Fee Repeats 0 Other El Hourly Hour * Esgil. Plan Review Fee I $369.891 Comments: Sheet I of I macvalue.doc ENGINEERING DEPT. CONTACT PERSON 0cçF 09L C4 Ca i t of Carlsbad BUILDING PLANCHECK CHECKLIST DATE: PLANCHECK NO.: CB BUILDINGAóDESS: 2(5 PROJECT DESCRIPTION: _______________________________________ ASSESSORS PARCEL NUMBER: EST. VALUE: /3 ENGINEERING DEPARTMENT APPROVAL DENIAL The item you have submitted for review has been Please see the attached report of deficiencies approved. The approval is based on plans, marked with 0. Make necessary corrections to plans information and/or specifications provided in your or. specifications for compliance with applicable submittal; therefore any changes to these items after codes and standards. Submit corrected plans and/or this date, including• field modifications, must be specifications to this office for review 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. By: Date: El A Right-of-Way permit is required prior to construction of the following improvements: By: Date: By: Date: 3 0 Dedication Application El Dedication Checklist o Improvement Application o Improvement Checklist El Future Improvement Agreement Grading Permit Application Grading Submittal Checklist .0 Right-of-Way Permit Application Name: JOANNE JUCHNIEWICZ City of Carlsbad Address: 1635 Faraday Avenue, Carlsbad, CA 92008 Phone: (760) 602-2775 CFD INFORMATION Parcel Map No: Lots: Recordation: fl Right-of-Way Permit Submittal Checklist Carlsbad Tract: • and Information Sheet • ________________________________ 0 Sewer Fee Information Sheet F1I1 C .7cveflue. Carlsbad, CA 9200817314 • (760) 602-2720 • FAX (760) 602-° 0d-35 BUILDING PLANCHECK CHECKLIST CT I /1 SITE PLAN 3RD El 1. Provide a fully dimensioned site plan drawn to scale. Show: A. North Arrow F. Right-of-Way Width & Adjacent Streets B. Existing & Proposed Structures G. I Driveway widths C. Existing Street Improvements H. Existing or proposed sewer lateral D. Property Lines I. Existing or proposed water service E. Easements J. Existing or proposed irrigation service 0 2. Show on site plan: A. Drainage Patterns Building pad surface drainage must maintain a minimum slope of one percent towards an adjoining street or an approved drainage course. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive drainage of 2% to swate 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 3. Include on title sheet: Site address Assessor's Parcel Number Legal Description For commercial/industrial buildings and tenant improvement projects, include: total building square footage with the square footage for each different use, existing sewer permits showing square footage of different uses (manufacturing, warehouse, office, etc.) previously approved. EXISTING PERMIT NUMBER DESCRIPTION F:BUILDINO PLANCHECK CKLSIF0RM40c 2 Rev. 7114100 BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD DISCRETIONARY APPROVAL COMPLIANCE 0 0 4a. Project does not comply with the fàllowing Engineering Conditions of approval for ProjectNo._________________________________________________________ 0 0 0 4b. All conditions are in compliance. Date: DEDICATION REQUIREMENTS 0 0 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm drain or utility easements on the building site is required for all new buildings and for remodels with a value at or exceeding $ 15.000 , pursuant to Carlsbad Municipal Code Section 18.40.030. Dedication required as follows: Dedication required. Please have a registered Civil Engineer or Land Surveyor. prepare the appropriate legal, description together with an 8 W x 11" plat map and submit with a title report. All easement documents must be approved and signed by owner(s) prior to issuance of Building Permit. Attached please find an application form and submittal checklist for the dedication process. Submit the comp!eted application form with the required checklist items and fees to the Engineering Department. in person. Applications will not be accept by mail or fax. Dedication completed by: Date: IMPROVEMENT REQUIREMENTS 0 0 0 6a. All needed public improvements upon and adjacent to the building site must be constructed at time of building construction whenever the value of the construction exceeds $ 75.000 , pursuant to Carlsbad Municipal Code Section 18.40.040. Public improvements required as follows: Attached please find an application form and submittal checklist for 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 F:BUILDING PI.ANCHECK MST FORM.doc 3 Rev. 7114100 19 U U 101 BUILDING PLANCHECK CHECKLIST. 1ST 2ND 3RD checklist must be submitted in person. Applications by mail or fax are not accepted. Improvement plans must be approved, appropriate securities posted and fees paid prior to issuance of building permit. Improvement Plans signed by: Date: fl El 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 $360 so we may prepare the necessary Neighborhood Improvement Agreement. This agreement must be signed, notarized, and approved by the City prior to issuance of a Building permit. Future public improvements required as follows: Enclosed please find your Neighborhood Improvement Agreement. Please return agreement signed and notarized to the Engineering Department. Neighborhood Improvement' Agreement completed by: Date: 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 Section 15.16.010 of the Municipal Code. El El El 7a. Inadequate information available on Site Plan to make a determination on grading requirements. Include accurate grading quantities in cubic yards (cut, fill, import, export and remedial). This information must be included on the plans. El El El 7b. Grading Permit required. A separate grading plan prepared by a registered Civil Engineer must be submitted together with the completed application form attached. NOTE: The Grading Permit must be issued and rough grading approval obtained prior to issuance of a Building Permit. Grading Inspector sign off by: Date: El. 'El El 7c. Graded Pad Certification required. (Note: Pad certification may be required even if a grading permit is not required.) F:8UII.DlNG PLANCHECK CIQ.ST FORM.doc 4 Rev. 7114100 BUILDING PLANCHECK CHECKLIST 1ST 2!j9" 3RD 0 0 7d .No Grading Permit required. 7e. If grading is not required, write 'No Grading" on plot plan. MISCELLANEOUS PERMITS 0 0 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or I,v 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: 0 EJ 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: .0 0 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 acceptablelevel 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. 0 0 11. 0 $'quired fees are attached EYNo fees required WATER METER REVIEW 12a. Domestic (potable) Use Ensure that the meter proposed by the owner/developer is not oversized. Oversized meters are inaccurate during low-flow conditions. If it is oversized, for the life of the meter, the City will not accurately bill the owner for the water used. All single family dwelling units received "Standard" 1" service with 5/8" service. F:BUILOJNG PLANCHECK CKLSI FORM.doc 5 . Rev. 7114100 'V BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD If owner/developer proposes a size other than the "standard" then owner/developer must provide potable water demand calculations, which include total fixture counts and maximum water demand in gallons per minute (gpm). A typical fixture count and water demand worksheet is attached. Once the gpm is provided, check against the "meter sizing schedule" to verify the anticipated meter size for the unit. Maximum service and meter size is a 2" service with a 2" meter. If a developer is proposing a meter greater than 2", suggest the installation of multiple 2" services as needed to provide the anticipated demand. (manifolds are considered on case by case basis to limit multiple trenching into the street). 0 II 12b. Irrigation Use (where recycled water is not available) V All irrigation meters must be sized via irrigation calculations (in gpm) prior to approval. The developer must provide these calculations. Please follow these guidelines: If the project is a newer development (newer than 1998), check the recent improvement plans and observe if the new irrigation service is reflected on the improvement sheets. If so, at the water meter station, the demand in gpm may be listed there. Irrigation services are listed with a circled "I", and potable water is typically a circled "W'. The irrigation service should look like: ,—. STA 1+00 Install 2" service and I 1.5: meter (estimated 100 gpm) If the improvement plans do not list the irrigation meter and the service/meter will be installed via another instrument such as the building plans or grading plans (wl a right of way permit of course), then the applicant must provide irrigation calculationS for estimated worst-case irrigation demand (largest zone with the farthest reach). Typically, Larry Black has already reviewed this if landscape plans have been prepared, but the applicant must provide the calculations to you for your use. Once you have received a good example of irrigation calculations, keep 'a set for your reference. In general the calculations will include: Hydraulic grade line Elevation at point of connection (POC) Pressure at POC in pounds per square inch (PSI) Worse case zone (largest, farthest away from valve Total Sprinkler heads listed (with gpm use per head) Include a 10% residual pressure at point of connection 3. In general, all major sloped areas of a subdivision/project are to be irrigated via separate irrigation meters (unless the project is only SFD with no HOA). As long as the project is located, within the City recycled water F:8UILDING PLANCHECK CKLST FORM4oc - 6 Rev. 7114= BUILDING PLANCHECK CHECKLIST 1ST 2ND 3RD service boundary, the City intends on switching these irrigation services/meters to a new recycled water line in the future. D E 12c. Irrigation Use (where recycled water is available) Recycled water meters are sized the same as the irrigation meter above. If a project fronts a street with recycled water, then they should be connecting to this line to irrigate slopes within the development. For subdivisions, .this should have been identified, and implemented on the improvement plans. Installing recycled water meters is a benefit for the applicant since they are exempt from paying the San Diego County Water Capacity fees. However, if they front a street which the recycled water is there, but is not live (sometimes they are charged with potable water until recycled water is available), then the applicant must pay the San Diego Water Capacity Charge. If within three years, the recycled water line is charged with recycled water by CMWD, then the applicant can apply for a refund to the San Diego County Water Authority (SDCWA) for a refund. However, let the applicant know that we cannot guarantee the refund, and they must deal with the SDCWA for this. 0 0 0 13. Additional Comment: F:8UILDINGPLANCHECK cKLST FORMAN 7 Rev. 7114100 PLANNING DEPARTMENT Lr BUILDING PLAN CHECK REVIEW CHECKLIST Va S' Plan Check No. CB & ' f ir Address 1 cy Planner MIII._1&1t6 Phone (760) 602- Y(&2S L APN:JL(O /Ol( I Type of Proj& Use: _- Net Project Density. _Al/A DU/AC ZonIng:A(j43enerai Plan:___ Facilities Management Zone: • CFD (In/out) #_Date of participation: Remaining net dev acres:______ (For non-residential development Type of land used created by this cirde One . permit ) Leaendi.. Item Complete. 0 Item incomplete- Needs your action ) 0 0 Environmental Review Required: YES____ NO DATE OF COMPLETION: - . . • Compliance with conditions of approval? it not, state conditions which require action. Conditions of Approval: 0 0 Discretionary Action Required: YES___ NO TYPE________ APPROVAL/RESO. NO. . DATE_____ PROJECT NO.___________________ OTHER RELATED CASES: Compliance with conditions or approval? it not; state conditions which require action. Conditions of Approval: . 0 0 . Coastal Zone Assessment/Compliance . •. Project site located in Coastal Zone? YES____ NO____ CA Coastal Commissioh Authority? YES___ NO____ If California Coastal Commission Authority: Contact them at —.7575 Metropolitan Drive, Suite 103, San Diego..CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): Coastal Pemlit Determination Form already completed? •YES____ NO____ if NO, complete Coastal Permit Determination Form nOw. Coastal Permit Determination Log #: FollowUp Actions: 1) Stamp Building Plans as 'Exempt" or 'Coastal Permit Required' (at rninimumFioor Plans). 2) Complete Coastal Permit Determination Log as needed. 0 0 lncluslànary Housing Fee required: YES____ NO____ (Effective date of lclusiona,y Housing Ordinance - May 21, 1993i) Data Entry Completed? YES___ NO (NP/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing YIN, Enter Fee, UPDATEI) Site Plan: HMOMINC0UNTER9PtflcI1kR9vOdat . . 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). .' Provide legal description of property and assessor's parcel number. Policy 44— Neighborhood Architectural Design Guideilne$ Applicability.* YES NO________ Project complies YES NO_______ Zoning: •. i. Setbacks: Front. . Required Shown_____________ Interior Side: Required . Shown Street Side:. Required T Shown Rear. Required £0 Shown LQ Top of slope: Required _Shown____ E= 2. Acess'oiy structure setbacks: '.. Frpnt( Required _•' Shown lntèior Side: Required Shown_______________ SJfe't Side: Required ' Shown ea Required •. Required Shown_______________ Structure separation: Required Shown 'e kf ,14 0 0 3. Lot Coverage:• Required_'. Shown e. 1,lO D 0 4. Height Required_ 'Shown__________ 0 0 ' 5. Parking: Spaces Required 1" Shown (breakdown by uses for commercial and lndustrlalproJects required) Residential Guest Spaces Required . Shown_______________ J 0 0 Additional Comments_________________________________________________ Ike)KTO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE_S _Wfr HMDMIPAcOuNTERaldgPIflcSkRmcU . PAW s1 CONSTRUCTION TESTING & ENGINEERING, INC. SAN DIEGO, CA RIVERSIDE, CA VENTURA, CA TRACY, CA SACRAMENTO, CA N. PALM SPRINGS, CA 1441 Montiel Road 12155 Magnolia Ave. 1645 Pacific Ave. 242W. Larch 3628 Madison Ave. 19020 N. Indian Ave. Suite 115 Suite 6C Suite 107 Suite F Suite 22 Suite 2-K Escondido, CA 92026 Riverside, CA 92503 Oxnard, CA 93033 Tracy, CA 95376 N. Highlands, CA 95660 N. Palm Springs, CA 92258 (760) 748-4955 (951) 352-6701 (805) 486-8475 (209) 839-2890 (916) 331-6030 (760) 329-4677 (760) 746-9806 FAX (951) 352-6705 FAX (805) 486-9016 FAX (209) 839-2895 FAX (916)331-6037 FAX (760) 328-4896- FAX July 12, 2005 Samuel Wright 2911 State St. Carlsbad, California 92008 Telephone: 760.720.7631 CTE Job No. 10-7515G Via Facsimile: 760.720.7634 Subject: Addendum to Preliminary Geotechnical Recommendations Proposed Residential Addition 2215 Sara Way Carlsbad, California CTE Job No.: 10-7515G, dated February 8, 2005 Mr. Wright: At your request, Construction Testing and Engineering, Inc. (CTE) provides the following response to review comments prepared by the City of Carlsbad's consultant for the referenced site. It is determined that the potential for liquefaction and settlement is negligible due to the soil types and densities (dense to very dense Terrace Deposits) found beneath the subject site. Therefore, the site is suitable for the proposed improvements so long as the recommendations included within the geotechnical report are followed. We appreciate the opportunity to be of service on this project. Should you have any questions or need further in-formation please do not hesitate to contact this office. Respectfully submitted, CON STRUCTIQN_ TESTING & ENGINEERING, INC. Dan . Math, GE# 2665 Senior Geotechnical Engineer .Utrvr PruiciIri.7fc GEOTECHNICAL I ENVIRONMENTAL I CONSTRUCTION INSPECTION AND TESTING I CIVIL ENGINEERING I SURVEYING CONSTRUCTION TESTING & ENGINEERING, 'INC. SPIN OWCO. CA RNMSIDECA VENIUPI, CF TRi CA jj5f, CA SANAI(NTD, CA N. PALM 5FRINCS. CA 014 Vyaid AVE. 12100 MgnIi* kin 1C41Piidff 242W.1.80 I2 6 10th S W. 28 Msn in. 100'L Mrn kL suite B Sul H SUu 11 CANC F %kift K . Sale 22 Sulti 2K CioiidIdo. CA OVJXW flhiMs. CA *2G03 ea 1O3 (A flJV7I1 s CA M04 Sinto, CA C%00 It Pe?in4iigs, CA 2120 (IM)740-4956 00)55t-Wai 46G4415 ()6-2890 BI) T5-9872 1O)351.I0 (780)LME77 (150)140.6000 FAX p003024705 FAX 0D488.5010 TAX 00)94898 FAX 01)72810 FAN 1S) 33I7 FAX (760)3254658 FAX February 8, 2005 Michael Kazakevitch c/o IL Bauer Construction Co. Attention: Joseph Bauer 2814 Roosevelt Street Carlsbad, California 92008 Telephone: 760.845.2586 CTE Job No. 10-75150 Via Facsimile: 760.434.5630 Subject: Prehiminy Geoiecluücal Recommendations Proposed Residential Addition 22i5 Sara Way. Carlsbad, California Mr. Kazakcvitch: At your request, construction Testing and Engineering, Inc (CTE) has initiated our investigation of the re'fereried biLe. Our. investiatio'n activities have included a review of previous reports for this site area, geologic reconnaissance, and exploration test pits. It is determined that artificial fill and Quaternary-aged Terrace Deposits underlie the site. The Terrace Deposits are adequate to support the proposed construction provided preparatory gradiiig is conducted' as recommended herein. The Terrace Deposits aie characteized as a medium- grained silty sand, which Is light to medium reddish brown in color and dense to very dense in consistency. Artificial fill, which is unsuitable in it current condition, Is found at depths beiweeu one to. four feet below exiting grades and will require over-excavation and recom.paction. Groundwater was not encountered in our test pits nor do we expebt that it will affect the proposed development. Our preliminary geotechnical recommendations are-presented below for your use in design of this project. However, reoxn,e.ndtinn may require modificationS based on the actual conditions encountered during construction. 1.0 PRELIMINARY RECOMMENDATIONS 1.1 Grading Based on the preliminary plans provided and our understanding of the proposed development, we anticipate that the perimeter footings of the proposed building sh.ontd extend through the existing artificial fill, and be founded entirely on formational materials of the Quaternary-aged Terrace flepnsitc. The slab on grade portion of the proposed building will require over-excavating to provide a minimum of 18 inches of compacted fill below the bottom of the proposed concrete _______________________________________________________________ III'... •I'I - CEOTECIINICAL I ENVIRONMENTAL I CONSTRUCTION INSPECTION AND TESTING I CIVIL ENGINEERING I SURVEYING Preliminary Geotechnical Recommendations Page 2 Proposed Rcsidcntial Addition 2215 Sara Way Carlsbad, California February 82O05 (JiEiob No. 1O-b15ti slab, in. order to mitigate excessive potential differential settlements across the proposed buildings due to. loose or otherwise unsuitable materials. However, locally deeper removals may be necessary due to loose or unsuitable underlying soils. Suitability of the bottom of footings and over-excavation should be verified during site grading. 1.2 Foundations Continuous and isolated spread footings are suitable fo.c use at tbls site. We auticipate that all building footings will be founded entirely in competent native materials as recommended herein. Fonndation dimensions and reinforcement should be based on allowable bearing values of 1,500 pounds per square foo (pst) for footings embedded a minimum of 18 inches and bearing on competent materials. The allowable bearing value may be increased by one third for short duration loading which includes the effects of wind or seismic forces. Minimum footing reinforcement for continuous footings should consist of four No. 4 reinforcing bars; two placed near the top and two placed near the bottom or as per the project structural engineer. The structural engineer should design isolated footing reinforcement. Based on the preliminary plans is well as the conditions observed at the site, the maximum total static settlement is expected to be on the order äf 1.0 inches and the maximum differential settlement is expected to be on the order of 0.5 inches. Due to the generally medium dense to dense nature of underlying materials at depth., dynamic settlement is not expected to adversely effect the proposed improvements. 1.3 Foundation Setback Footings for structures should be designed such that the horizontal distance from the face of adjacent slopes to the outer edge of the footing is a minimum of 10 feet. 1.4 Lateral Load Resistance The following recommendations may be used for shallow footings on the site. Foundations placed In engineered fill materials may be designed using a coefficient of friction of 0.30 (total frictional resistance equals the coefficient of friction times the dead load). A design passive resistance value of 250 pounds per square fout per foot of depth (with a maximum value of 1250 pounds per square foot) may be used. The allowable lateral resistance can be taken as the sum of the de.tlonal resistance and the passive resistance, provided the passive resistance does not exceed two-thirds of the total allowable resistance. 1.5 Concrete Slab-On-Grade Lightly loaded concrete slabs should be a minimum of 4.5 inches thick. Minimum slab reinforcement should consist of 10-3 reinforcing bars placed on 1 8-inch centers, each way, at mid- slab height. In moisture sensitive floor areas, a vapor barrier of ten-mil visqueen overlying a maximum two-inch layer of consolidated aggregate base greater than 30 should be installed. At a maximum, a two-inch layer of similar material may be placed above the visqueen to protect the \CIoe,ve,%proJocl 0.15) 5OL.i,_Pr)im Oco.doc - .. Preliminary Geotechnical Recommendations Page 3 Proposed Residential Addition 2215 Sara Way Carlsbad, California February 8, 2005 CTE Job No. 10-7515G incmbranc during steel and concrete placement. Slabs subjected to heavier loads zriay require thicker slab sections and/or increased reinforcement. 2.0 SITE NEAR SOURCE FACTORS AND SEISMIC COEFFICIENTS In accordance with the Uniform Building Code 1997 edition, Volume 2, Figure 16. 2, the referenced site is located within seismic zone 4 and has a seismic zone factor of Z=0.4. The nearest active fault, the Rose Canyon Fault, is approximately eight kilometers to the west and is considered a Type B seismic source. Based on the distance from the site to Rose Canyon Fault near source factors ofNr=l. 1 and N.=1.0 are appropriate. Based on the subsurface explorations, the site has a soil profile type of S and seismic coefficients Cv=0.70 and Ca0.44. The site is suitable Lb.': the prupused improvements so long as the recommendations included within this geotechnical report are followed. Should you have any questions or need further information please do not hesitate to contact this office. Respectfully submitted, CONSTRUCTION TESTING & ENGINEERING, MC. CE #61013 Senior Engineer &°IviA?JI Ste e Hnat Project Geologist 10Ijr r.11In Go.do MEMO To: Whom it may concern From: Construction Testing & Engineering, Inc. Subject: New Address Ladies and Gentlemen: Construction Testing & Engineering, Inc. (CTE) would likc to inform you of our new address. Please update your contact list. For your convenience, we have left our fax and phone number the suue. Our address is as follows: Construction Testing & Engineering, Inc. 1441 Montiel Road, Suite 115 Escondido, CA 92026 Phone: (760) 746-4955 Main Fax: (760) 746-9806 Civil/Survey Department Fax: (760) 746-5824 Lab/Dispatch Fax: (760) 546-0328 If we can be of any further assistance please let us know. 2215 SARA WAY CARLSBAD CA 92008 \,•_. /L\ /Q rj $60.00 N (I (c. City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 02-21-2606 Plan Check Revision Permit No:PCRO6OI8 Building Inspection Request Line (760) 602-2725 Job Address: 2215 SARA WY CBAD Permit Type: PCR Parcel No: 1675402400 Lot #: 0 Valuation: $0.00 Construction Type: VN Reference #: CB051915 Project Title: KAZAKEITCH RES- DEFERRED TRUSS SUBMITTAL Status: ISSUED Applied: 02/06/2006 Entered By: LSM Plan Approved: 02/21/2006 Issued: 02/21/2006 Inspect Area: Applicant: JOE BAUER 2221 CATALINA AV VISTA 92084 Plan Check Revision Fee Additional Fees / ('\ - Owner: --' KAZAKEVITCH MIKHAIL&SVETLANA / / •// f() \ \ Total Fees: $60.00 Total Payments To Date: ' $60.00 Balance Due: $0.00 I \ \ I 'N N, INCORPORATED 1952 - -. FINAL APPROVAL Inspector: 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 capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired. / T:• - \ 'k J, it 7 _-.ç ,7/• cL:W1i/ \\ 7/ \ , Ott&- -A e Ct iis PERMIT 'APPLICATION crry OF CARLSBADBUILDING DEPARTMENT 1635 FaradayAve., Carlsbad, CA 92008 (include Bldg/Suite #) FOR OFFICE USE ONLY PLAN CHECK NO.'PtO(oOl EST. VAL. Plan Ck. Deposit•_- Validéted By - Date 5, Name (at this address) Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units Assessor's Parcel # Existing Use - Proposed Use a Descri tion of Work - SQ. FT. ' #of Stone # of Bedrooms # of Bathrooms M ççe cY L 4s- 14-. V, 9?ô-F Oo27 Name - Address City State/Zip Telephone# _,.- Fax # Name Address City State/Zip Telephone # r 0,4!pPE!N_EFRI i. 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 1$5001). Name Address.* City - , State/Zip - Telephone # - State License # License Class City Business License # -- Designer Name - Address. City State/Zip Telephone State License #. - - - PENSATION COM Workers Compensation De to hereby affirm under penalty of perjury one of the following declarations: 0 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; - - 0 I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit Is issued. My worker's compensation insurance carrier and poliOy 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) - 0 CERTIFICATE OF EXEMPTION: I certify that inthe performance of the work for which this permitis 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 - M. I heieby affirm that I am exempt from the Contractor's License Law for the following reason: - - - - - 0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale - - (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himielf or through his own employees, provided that such improvements are not intended or offered for sale. - If, however, the building or improvement is sold within one year of completion,the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). - o - I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and. Professions Code: The Contractor's License Law does not apply to an owner of property who builds or impr0v0s thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). - 0 I am exempt under Section Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO - I (have / have not) signed an application for a building permit for the proposed work. . I have contracted with the following person (firm) to provide the proposed construction (include name I address / phone number I contractors license number): I plan to prOvide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / addresl/ 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 I. phone number / type of work): PROPERTY OWNER SIGNATURE - - . - DATE - PL Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention - - program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0, YES 0 NO Is the applicant or future building occupant required to obtain a-permit from' the air pollution control district or air quality management district? 0 YES 0. NO - .Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0. YES 0 NO • - IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. - • - ONR1io- I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(1) Civil Code). LENDER'S - • - . . - - LENDER'S ADDRESS - - • - I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Citt of Carlsbad to enter upon the above mentioned -, property for inspection purposes. 1. ALSO AGREE TO SAVE. INDEMNIFY AND. KEEP HARMLESS THE -CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF-THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0 deep and demolition or construction ofstructures over 3 stories in-height. - EXPIRATION: Every permit issued by1the b ing 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 no ommence ,ithi 18 fro the date of such permit 9—rINte building or work authorized by such permit Is suspended or abandoned - at any time after the work IS CO ericed to a Dol 80 da - ( ction 106.4.4 Uniform Bull •ng Code). / / . • . APPLICANT'S SIGNATURE - - - • . • - - - - - DATE WHITE: File YELLOW: Applicant - PINK: Finance EsGil Corporation• - In Partnersliip wit/i government for Bui(&ng Safety DATE: 02/14/06 13 APPLICANT JURTh JURISDICTION: Carlsbad U PLAN REVIEWER U FILE PLAN CHECK NO.: PCR06-018 (05-1915) SET: I PROJECT ADDRESS: 2215 Sara Way PROJECT NAME: Deferred Trusses for Kazakevitch Residence The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. Eli The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. LI The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. LI The applicant's copy of the check list is enclosed for 1he jurisdiction to forward to the applicant• contact person. LII 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.. LI Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Fax #: Mail Telephone Fax In Person LI REMARKS: . By: Ray Fuller . Enclosures: Esgil Corporation 0 GA 0 MB 0 EJ 0 Pc (P) 02/07/06 trnsmtLdot 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 Carlsbad PCR06-018 (05-1915) 02114/06 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: PCR06-018 (05- 1915) PREPARED BY: Ray Fuller DATE: 02/14/06 BUILDING ADDRESS: 2215 Sara Way BUILDING OCCUPANCY: R3 Ui TYPE OF CONSTRUCTION: VN BUILDING PORTION AREA (Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code 1CB JBy Ordinance Bldg. Permit Fee by Ordinance Plan check Fee by Ordinance IT Type of Review: 0 Complete Review I I I $60.001 0 Structural Only I $48.001 0 Other 0 Repetitive Fee Repeats Hourly I 0.51 Hour* Esgil Plan Review fee * Based on hourly rate Comments: Sheet of 1 macvalue.doc It.' Mike Surprenant & Associates • Consulting Structural Engineers January 27, 2006 Wright Design Samuel B. Wright 2911 State St. Carlsbad, CA 92008 Subject: Kazakevitch Addition 2215 Sara Way Carlsbad, CA 92008 Job No.: 05059 In accordance with your request, we have compared the roof framing plan, prepared by our office,, and the roof truss manufacturer's roof truss layout for the above referenced project. Specifically, we were asked to verify that the roof truss manufacturer's truss layout is in general conformance to the truss layout shown on our approved structural drawings. Based on our review of the documents (Dixieline Lumber Co.), we have determined that the roof truss manufacturer's truss layout (attached) generally conforms to the roof framing plan on the approved structural drawings prepared by our office. We realize that there may be some items of interest to you that have not been discussed in this letter.' Therefore, we encourage you to call with any additional questions you may have. David Reith, Structural Designer