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Home My WebLink About2809 EL RASTRO LN; ; CB052390; Permit( () , , N\) l ~~ City of Carlsbad \....)l//_. '\'\W ,-\j 1635FaradayAv Carlsbad,CA 92008 06-27-200~-Patio/Deck Permit Permit No: CB052390 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: 2809 EL RASTRO LN CBAD PATIO 2551030900 Status: Lot#: 0 Applied: Valuation: $2,860.00 Construction Type: VN Entered By: Reference #: Project Title: Applicant: MCNIGHT RES 220 SF DECK W/ DOOR AND ELEC LIGHTING CARTER KIMBERLY P 2809 EL RASTRO LN CARLSBAD CA 92009 Building Permit Add'! Building Permit Fee Plan Check Add'! Plan Check Fee Strong Motion Fee Renewal Fee Add'I Renewal Fee Other Building Fee Additional Fees TOTAL PERMIT FEES Plan Approved: Owner: CARTER KIMBERLY P 2809 EL RASTRO LN CARLSBAD CA 92009 Issued: Inspect Area: Plan Check#: ISSUED 06/27/2005 SB 06/27/2005 06/27/2005 $45.79 $0.00 $29.76 $0.00 $1.00 $0.00 $0.00 $80.00 $0.00 $156.55 Total Fees: $156.55 Total Payments To Date: $0.00 Balance Due: Inspector: j. IV~ FINAL APPROVAL Date: /a -n -o :f Clearance: $156.55 NOTICE: Please take NOTICE that approval of your project includes the "lmpositionff of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions.ff 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 f fwhi h h v r vi I Tl imil r thi r which h flimi in h r vi I h FOR OFFICE USE ONLY ,,,- PLAN CHECK NO. CA~ 7!]..~0 EST. VAL. ----=L=e-~----- PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 1. PROJEC§INFORMATIO'R v J. 8 o EI eys:p::O '4 Address (include Bldg/Suite #) Plan Ck. Deposit ~ Validated! 4 , Date bµ7 &- Business Name (at this address) Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units Assessor's Parcel # Existing Uf e Proposed Use M Description of Work SO. FT. #of Stories # of Bedrooms # of Bathrooms ~ 't)ec,k_. 0 ~or I L..:_q "'-\ 2. CONTAdT PERSON (If different frortf applicant) ·;.:1:o- Name Address 3. APPLICANT 0 Contractor 0 Agent for Contractor O Owner Name Address City 0 Agent for Owner City State/Zip Telephone# Fax# State/Zip Telephone # 4. PROPERTY OWNER \Tn h... \I, M c:,\.<.. \A ;0 k r 2 8:09 £ I Ko.str:o LN · Ccn'" Isl, o.s:J c:A, Ck;i~ot zto 2't'L bL/ 9'.if Name Address City State/Zip Telephone # 6. CONTRACTOR -COMPANY NAME (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 ($5001). Name Address City State/Zip Telephone# State License # ----------License Class----------City Business License # -------- Designer Name Address City State/Zip Telephone State License # ---------- 6. WORKERS' COMPENSATION Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: O 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 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) 0 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------------------------------- 7. OWNER-BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: DATE ~-=-==:::====:::::::::=::;-=-_ 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, end who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. if. however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 I am exempt under Section ------Business and Professions Code for this reason: 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES ONO 2. I (have I have not) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction (include name I address I phone number I contractors license number): 4. 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 I address I phone number I contractors license number):------------------------------------------------- 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name I address I phone number I type of work): ____________ ~il----------------------------------------------~ \ PROPERTY OWNER SIGNATURE -..L;IINfi-------------------DATE _________ ~ COMPLETE THIS SECTION FOR NON-NTIAL BUILDING PERMITS ONLY 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 26534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES O 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 O NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES O 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. 8. CONSTRUCTION LENDING AGENCY 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 NAME ---------------LENDER'S ADDRESS _________________________ _ 9. APPLICANT CERTIFICATION 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. I ALSO AGREE TO SAVE. INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 1 BO days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned i t any time after the work is commenced r a riod of 1 BO days (Section 106.4.4 Uniform Building Code). , j ! _ APPLICANT'S SIGNATURE DA TE _4...,__Z--'7--l{!:_1-~--=-------- WHITE: File YELLOW: Applicant PINK: Finance City of Carlsbad Bldg Inspection Request For: 10/17/2005 Permit# CB052390 Title: MCNIGHT RES 220 SF DECK W/ Description: DOOR AND ELEC LIGHTING Type: PATIO Sub Type: Job Address: 2809 EL RASTRO LN Suite: Lot Location: APPLICANT CARTER KIMBERLY P Owner: MCKNIGHT JOHN V Remarks: Total Time: 0 //t./7 G'-1 Inspector Assignment: JM --- Phone: 7609446494 Inspector: }f If} Requested By: VICTOR Entered By: JANEAN Description Act Comment Frame/Steel/Bolting/Weldlng fl 11 ------------------- -f-f-_ 1 ,,,__i=tw~v>-~l_. ~~-~ CD 14 Associated PCRs/CVs Inspection History Date Description 06/30/2005 11 Ftg/Foundation/Piers Act lnsp Comments AP JM 7__{) I \ ~--I -' +-,:.___~~_...:.:.'1-_C).:...,..,.----l~ ". !, 17 1 ' 11- fx, s,~ V\~ ?--es·,Jev\ce.- El i2..Qs·t-r-(j L. hJ °tJ.CJC,q c SETBACKS FOR R-1 PARCELS FRONT Y ARO • 20' from trori property line INTERIOR SIDE YARD -10% of lot width up to a maximum of 1 O' STREET SIDE YARD -1 O' REAR Y ARO • 20% of lot width up to maximum of 20 feet MAX. LOT COVERAGE • 40% Coriact the Planning Depart!Tlln tor Information on corner lots or lots wfth 1.n1.1sual conflgu'atlons and for Information on Planned Communlles, accessory struct1.Wes, and building heights. The telephone number for the Planning Depar1mert Is 438-1161 . 20%ofLOT ( REAR YARD \11,f)JH TO A MAX.Of 20' ,--------f,&, 10% EXISTING RESOENCE ~ ( DRAINAGE 2% MIN. --------1- 20' STREET Minimum Square Footing Sizes (inches)1.Z Post Joist Spacing Span (feet) ~ 4 6 8 10 I 1.2' 14 16 4 12 14 16 18 20 20 22 6 14 16 20 22 24 24 28 8 16 20 22 24 --28 30 ,_....., '""\ iuJ 18 22 24 28 1 30 J 32 34 12 20 24 28 32 \~ 36 36 1. Assumes 1,000 psf soil bearing capacity 2. The minimum depth for all footings Is 12 Inches Into natural grade LOT VlllDTH MEASIBED 20' FROM 20' BACK OF FRONT PROPERTY LH: PROPERTY LINE 18 24 30 32 36 38 ALLOWABLE RESIDENTIAL DECK JOIST SPANS'·2 DOUG. FIR REDWOOD FLOOR SIZE SPACING FLOOR JOISTS JOISTS 2X4 12" 6'3" 6'3" 16" 5'6" 5'6" 24" 5'0" 5'0" 2X6 12· 9'9" 9'9" 16" 8'9" 8'9" 24" 7'9" 7'9" ( r' ... ,.. "'\. 2X8) 12" 12'9" 12'9" 16" 11'9" 11'9" 24" 10'2" 10'3" 2X 10 12· 16'5" 16'5" 16" 15'0" 15'0" 24" 13'0" 13'0" 2 X 12 12" 20·0· 20'0" 16" 18'0" 18'0" 24" 15'10" 15'10" 2 X 14 12· 22'9" 22'6" 16" 19'9" 21'0" 24" 16'0" 17'0" 1. Assumes a live load of 40 psf and a dead load of 8 psf. 2. If joists are within 1e• of grade, use pressure treated Douglas Fir-Larch or Foundation Grade Redwood 3. Assume F(b)=825 psi, F9v}=90 psi, and E=1,200,000 psi for D.F. #2 4. Assume F(b)=925 psi, F9v)=80 psi, and E=1,200,D00 psi for Redwood Allowable Beam Spans Post Joist span Spacing (feet) lfeatl - 4 6 8 10 \_ 12 / 14 16 4 4x4 4x6 4x6 4x8 4x10 4x10 4x14 6 4x6 4x8 4x8 4x10 4x10 4x14 4x14 6x8 6x8 6x10 6x12 8 4x10 4x10 4x12 4x12 4x14 4x14 4x16 6x8 6x8 6x10 6x10 6x10 6x12 6x12 { --( ":) 4x10 4x14 4x14 4x16 ... x10 ) 4x18 6x16 6x10 6x12 6x12 6x14 6 6x14 6x14 12 4x10 4x14 4x14 4x16/ 4x16 4x18 6x16 6x10 6x12 6x12 6x14 6x14 6x14 / Version: 1.0 June 27. 2005 Beams/ Joists Analysis and Design wwpa.org w .. r. Beam or Girder r r r. wlo Point Load(s) Member# J1 Location : Typical Joist Nominal Size : ( 1 ) 6 X 10 Species = Douglas Fir-South ** Beams & Stringers ** Grade = No.1 Span (L) = Tributary Width (B) = Unsupported Length (lu) = 9 ft - 0 in 1 Oft -4 in Oft - 0 in J:,,,,,,,,,,,,,,,,,,,,,,,,,~111111,,,,,,,,,,,,,,,,,,i ,. Max. Allow. Span = 10.0 ft ,. R1 R2 32551b Shear fv (psi); V (lb) Bending,fb (psi); M (lb-ft) DeflectionrL (in) DeflectionLL (in) 8000 6000 4000 2000 0 Stress and/or Deflection Check Actual Allowable 80 2778 165 5748 1062 7324 1300 8962 0.23 0.19 U477 U556 Shear Force, V (lb) U240 U360 0.45 0.30 Deflection Limits Bending Moment, M (lb-ft) 32551b .,. OK Ratio 48% 82% 50% 65% ~~l~---~ Total Load Deflection (in) Developed by: Forum Engineers How to Enter Data Order Pro Home Print Version (pressed-down buttons are selected) Setup I Member at I Repetitive Use ? I Incised for PT ? Flat Use : Moisture Content : Temperature (° F) : Set Duration Factors Set Deflection Limits Reset Loads to Zero LOADING Load Type I Dead Load area unit. w (psf) = Floor Live area unit. ,. CD:: 1.00 w (psf) = Floor Roof No y s No Yes No Yes <19% >19% <100 100-125 10 Adjustment Factors forM for V forE Wet Service CM= 1.00 1.00 1.00 Temperature Ci = 1.00 1.00 1.00 Beam Stability CL= 1.00 N/A N/A Size CF= 1.00 N/A N/A Flat Use Cru = 1.00 N/A N/A Incising C;= 1.00 1.00 1.00 Repetitive Member C,= 1.00 N/A N/A Design Values Fb (psi) Fv(psi) f;_fQ§jl Tabulated 1300 165 1200000 Adjusted 1300 165 1200000 Section Properties breadth (b) = 5.5 in depth (d) = 9.5 in Area (A) = 52.3 in"2 Section Modulus (Sx) = 82.7 in"3 Moment of Inertial (Ix) = 393.0 in"4 125-150 I