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Home My WebLink About2565 DOGWOOD RD; ; CB062565; Permit09-11-2006 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Patio/Deck Permit Permit No CB062565 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Reference # Project Title 2565 DOGWOOD RD CBAD PATIO 2131701400 Lot# $648 00 Construction Type SLATTERY 72 SF PATIO 0 NEW Applicant MELLOR FAMILY TRUST 10-28-99 2565 DOGWOOD RD CARLSBAD CA 92009 Status Applied Entered By Plan Approved Issued Inspect Area Plan Check* Owner MELLOR FAMILY TRUST 10-28-99 2565 DOGWOOD RD CARLSBAD CA 92009 ISSUED 09/11/2006 JMA 09/11/2006 09/11/2006 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Strong Motion Fee Renewal Fee Add'l Renewal Fee Other Building Fee Additional Fees TOTAL PERMIT FEES $1629 $000 $1059 $000 $1 00 $000 $000 $000 $000 $2788 Total Fees $27 88 Total Payments To Date $27 88 Balance Due $000 BUILDING PLANS -7-IN STORAGE -^-ATTACHED Inspector fc.FINAL APPROV, 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 musl 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 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave , Carlsbad, CA 92008 PROJECT: INFORM ATIOJ FOR OFFICE USE ONLY PLAN CHECK NO C&C*(02S(0 S~" EST VAL Plan Ck Deposit _ Validated By ]V_j Date Address (include Bldg/Suite #)Business Name (at this address) Legal Description Assessor's Parcel # >nfano <W£y<L Description of Work Lot No Subdivision Name/Number Existing Use SQ FT #of Stories Unit No Phase No Proposed Use # of Bedrooms Total # of units # of Bathrooms Name ' PlOPERTY OWNEJ Address City State/Zip Telephone # &&*) 74Q'73fr-99 C ^Jame ' Address 5 CONTRACTOR - COMPANY NAME 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 Codel or that he is exempt therefrom and the basi< 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 [$500]) Name State License # Address License Class City State/Zip City Business License # Telephone # Designer Name State License # 6 WORKERS' COMPENS; Address \TION :B" ' •' ..:J-":: it:"' City State/Zip Telephone ifj: :iSfr ' '" ,:,,4Wt Workers' Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations CD 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 r~l I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for whu h this permit is issued My worker's compensation insurance carrier and policy number are Insurance Company Policy No Expiration Date (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) CD 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 attomey s fees SIGNATURE DATE |7 OWNER-BUJTbER DECLARATION - .. JEi :.::::-" •-•'- ,' '•"•:"*• ,,„, .. i I hereby affirm that I am exempt from the Contractor s License Law for the following reason CD I, as owner of the property or my employees with wages as their sole compensation will do the work and the structure is not intended or offered for sale (Sec 7044, Business and Professions Code The Contractor s License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale If, however the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale) I, as owner of the property am exclusively contracting with licensed contractors to construct the project (Sec 7044, Business and Professions Code The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contrcictor(s) licensed pursuant to the Contractor s License Law) CD 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 CD YES [~lNO 2 I (have / 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 / address / phone number / contractor, 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 / address / phone number / 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 / address / phone number / type of work) / -. i — I I PROPERTY OWNER SIGNATURE / f> ^f^^fj DATE I/V/^V COMPLETE THIS SECTIOflFOFI yVO/\f^S/OSV7/^BJjtdfNG PERMITS ONLY T^ 7^™ " f" I~ "~^~"^ , * 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? CD Y£S CD NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district' l"~| YES CD NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? CD YES CD NO IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MELTING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT 8 CONSTRUCTION LENDING AGENCY ......i*1"' ¥*E' -.f ^"-':",.,• .'T,. is. :'- . ,"..... I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(0 Civil Code) LENDER'S NAME LENDER'S ADDRESS 9!' 'APPLICANT CERTIFICATION" 'fT"~ '"' :•""" " JiF' " - ;._ • iJ;: 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 CitV 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 corwnenc^wftnyiJSO days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the work is comra^rawrtlTjy^jjarfodof 180 days (Section 106 4 4 Uniform Building Code) APPLICANT'S SIGNATURE £^ ' /^ / DATE WHITE File YELLOW Applicant PINK Finance City of Carlsbad Bldg Inspection Request For 07/30/2007 Permit* CB062565 Title SLATTERY 72 SF PATIO Description Inspector Assignment PC 2565 DOGWOOD RD Lot 0 Type PATIO Sub Type Job Address Suite Location APPLICANT MELLOR FAMILY TRUST 10-28-99 Owner MELLOR FAMILY TRUST 10-28-99 Remarks Total Time CD Description 19 Final Structural Act --Comments Comments/Notices/Holds Associated PCRs/CVs Ongi Inspection History Date Description Act Insp Comments 09/15/2006 11 Ftg/Foundation/Piers AP PC Phone 7609311100 Inspector Requested By MICHELE SLATTERY Entered By CHRISTINE DUNN SAVOIE INC. STRUCTURAL ENGINEERS 908 S Cleveland Street OCEANSIDE, CA 92054 PH. (760) 966-6355 FAX (760) 966-6360 Email: dsi@surfdsi.com JOB. SHEET NO .OF f DATE. DATE. C» 6 -2, o c' °' i ^ D PHQDUCT207 DUNN SAVOIE INC STRUCTURAL ENGINEERS 908 S CLEVELAND ST OCEANSIDE,CA 92054 (760) 966-6355 DSI@SURFDSI COM Title Slattery Residence Rear Trelhs/fut Job # Dsgnr Date 256PM, 8 SEP 06 Description Scope Uft, KV-0602SM Vtr 5 6.1, X-Oa 2002 (o)m3-2<KCENERCALC Engjntomg Softwrt General Timber Beam Page 1 Description cantilevered trellis/roof joist General Information Section Name 4x6 Beam Width Beam Depth Member Type Load Dur Factor Beam End Fixity Calculations are designed to 1997 NDS and 1897 UBC Requirements jj 3 500 in 5 500 in Sawn 1 250 Pin-Pin Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, Fb Base Allow Fv Allow Fc Allow E 575ft Lu 225ft ft Lu 0 00 ft 225ft Lu 225ft '' No 2 875 0 psi 95 0 psi 625 0 psi 1,6000ksi Full Length Uniform Loads | Center DL Left Cantilever DL Right Cantilever DL 40 00 #ffi LL #/ft LL 40 00 #/ft LL 5300 #ffi #/ft 5300 m 1 Summary | Span= 5 75ft, Right Cant= 2 25ft Max Stress Ratio Maximum Moment Allowable Max Positive Moment Max Negative Moment Max @ Left Support Beam Width = 3 500m x Depth = 5 5m, 0175 1 03 k-ft 21 k-ft 034 k-ft at -010 k-ft at 000 k-ft Ends are Pin-Pin Maximum Shear * 1 2683ft5750ft Allowable Shear Camber Max @ Right Support -024 k-ft Max Mallow fb 228 08 psi Fb 1,418 10 psi Deflections 209 fv 20 78 psi Fv 118 75 psi Reactions LeftDL Right DL 010 k 022k 5 §Left Right ©Left @ Center @ Right Max Max Beam Design OK 04 k 23 k 025k 031k 0000 in 0012m 0005 in 025k 052k 1 Center Span Dead Load Deflection -0 008 in Location 2 651 ft Length/Defl 8,549 8 Camber ( using 1 5 * D L Defl ) @ Center 0 012 in @ Left 0 000 in @ Right 0 005 in Total Load -0 025 in 2811 ft 2,779 79 Left Cantilever Deflection Length/Defl Right Cantilever Deflection Length/Deft Dead Load 0 000 in 00 0 003 in 16,0870 Total Load 0000 in 00 0024 in 2,2641 Stress Calcs 1 Bending Analysis Ck 31 019 Le Cf 1 300 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv Allowable Bearing @ Supports Max Left Reaction Max Right Reaction 4633ft 4997 Max Moment 034 k-ft 0 00 k-ft 0 24 k-ft @ Left Support 031 k 2 630 m2 11875 psi 025 k 052 k Sxx 17646m3 Area Cl 0 997 Sxx Rea'd 284m3 0 00 m3 1 99 m3 @ Right Support 040k 3 369 in2 118 75 psi Bearing Length Req'd Bearing Length Req'd 19250m2 Allowable fb 1,418 10 psi 1,421 88 psi 1,418 10 psi 0114 in 0 237 in DUNN SAVOIE INC STRUCTURAL ENGINEERS 9085 CLEVELAND ST OCEANSIDE,CA 92054 (760) 966-6355 DSI@SURFDSI COM Title Slattery Residence Rear Trellis/fut Job # Dsgnr Date 256PM, 8 SEP 06 Description Scope Uf« KV-W02KB Vtf 8S1.25.Oot 2002MttBMWe ENERCAlC Engin»ting Sofmm General Timber Beam Page 1 Mfncrojlc jobsL*cv:Calculttlons Description drop trellis/roof bm 21ft General Information Section Name 6x12 Beam Width Beam Depth Member Type Load Dur Factor Beam End Fixity Calculations are designed to 1997 NDS and 1997 UBC Requirements | 5 500 in 1 1 500 in Sawn 1250 Pin-Pin Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, No 1 Fb Base Allow Fv Allow Fc Allow E 2100ft ft ft 1,3500psi 85 0 psi 6250psi 1,6000ksi Lu Lu Lu 000ft 000ft 000ft Full Length Uniform Loads Center DL Left Cantilever DL Right Cantilever DL Summary • Span= 21 00ft, Beam Width = Max Stress Ratio Maximum MomentAllowable Max Positive Moment Max Negative Moment Max @ Left Support Max @ Right Support Max Mallow fb 1,145 89 psi Fb 1,687 50 psi Deflections 9000#/ft #ffi #/ft LL 12000 #ffl LL #/ft LL #/ft 5 500m x Depth = 1 1 5m, Ends are Pin-Pin 0679 1 116k-ft 17 0 k-ft 1158k-ft at 0 00 k-ft at 000 k-ft 000 k-ft 1705 fv 47 69 psi Fv 10625psi Maximum Shear * 1 Allowable 10500ft Shear 21 000 ft Camber Reactions LeftDL 094 k Right DL 0 94 k 5 ©Left @ Right ©Left @ Center @ Right Max Max 1 Beam Design OK 30 k 67 k 220k 220k 0000 in 0530m 0000 m 220k 220k 1 Center Span Dead Load Deflection -0 353 in Location 10500ft Length/Defl 7137 Camber ( using 1 5 * D L Defl) @ Center 0 530 in @ Left 0 000 in @ Right 0 000 in Total Load -0 824 in 10500ft 30586 Left Cantilever Deflection Length/Def) Right Cantilever Deflection Length/Defl Dead Load 0 000 in 00 0 000 in 00 Total Load 0000 in 00 0 000 in 00 Stress Calcs Bending Analysis Ck 24 972 Le Cf 1 000 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv Allowable Bearing @ Supports Max Left Reaction Max Right Reaction 0000ft 0000 Max Moment 11 58 k-ft 0 00 k-ft 0 00 k-ft @ Left Support 302k 28 390 m2 106 25 psi 220 k 220k Sxx 121229m3 Area Cl 0 000 Sxx Rea'd 82 32 m3 0 00 m3 0 00 m3 @ Right Support 302k 28 390 m2 106 25 psi Bearing Length Req'd Bearing Length Req'd 63 250 m2 Allowable fb 1,687 50 psi 1,687 50 psi 1,687 50 psi 0641 in 0641 in DUNN SAVOIE INC STRUCTURAL ENGINEERS 908 S CLEVELAND ST OCEANSIDE.CA 92054 (760) 966-6355 DSI@SURFDSI COM Title Slattery Residence Rear Trelhs/fut Job # Dsgnr Date 256PM, 8 SEP 06 Description Scope R*V teamustr-Kv-ooasaa v«sxi zs-oo 2002te)1M3-«»ZOIERCALC Enginwtna Softwat General Timber Beam Page 1 Description 2x6 ledger as header General Information Section Name 2x6 Beam Width Beam Depth Member Type Load Dur Factor Beam End Fixity Full Length Uniform Loads Center DL Left Cantilever DL Right Cantilever DL Calculations are designed to 1997 NDS and 1997 UBC Requirements | 1 500 in 5 500 in Sawn 1250 Pin-Pin Center Span Left Cantilever Right Cantilever Douglas Fir - Larch, Fb Base Allow Fv Allow Fc Allow E 43 00 m LL #ffi LL#m LL 300ft Lu 000ft ft Lu 0 00 ft ft Lu 0 00 ft No 2 875 0 psi 950psi 625 0 psi 1,6000ks: 5800 #ffi #/ft#m 1 | Summary | Span= 3 00ft, Beam Width = 1 Max Stress Ratio Maximum MomentAllowable Max Positive Moment Max Negative Moment Max @ Left Support Max @ Right Support Max M allow fb 180 30 psi Fb 1,421 88 psi 500m x Depth = 5 5m, 0161 1 01 k-ft 09 k-ft 011 k-ft at 000 k-ft at 000 k-ft 000 k-ft 090 fv 19 17 psi Fv 118 75 psi Ends are Pin-Pin Maximum Shear * 1 1500ft 0000 ft Reactions LeftDL Right DL Allowable Shear Camber 006 k 006k 5 §Left Right ©Left @ Center @ Right Max Max Beam Design OK 02 k 10 k 015k 015k 0 000 in 0004m 0000 m 015k 015k Deflections jj Center Span Deflection Location Length/Def) Camber ( using 1 5 * D L @ Center ©Left @ Right Stress Calcs Bending Analysis Ck 31 019 Le Cf 1 300 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv Allowable Bearing @ Supports Max Left Reaction Max Right Reaction Dead Load -0 002 in 1 500ft 15,286 1 Defl) 0 004 in 0 000 in 0 000 in 0000ft 0000 Max Moment 011 k-ft 0 00 k-ft 0 00 k-ft @ Left Support 016k 1 332 m2 118 75 psi 015k 015k Total Load Left Cantilever -0 006 in Deflection 1 500 ft Length/Defl 6,507 93 Right cantilever Deflection Length/Defl Dead Load Total Load 0 000 in 0 000 in 00 00 0 000 in 0 000 in 00 00 1 Sxx 7 563 m3 Area 8 250 in2 Cl 0000 Sxx Rea'd 0 96 m3 0 00 in3 0 00 in3 @ Right Support 016k 1 332 m2 118 75 psi Bearing Length Req'd Bearing Length Req'd Allowable fb 1,421 88 psi 1,421 88 psi 1,421 88 psi 0 162 in 0 162 in 3inOOOH HX3| -dOWOOO .9* , ^ DUNN SAVOIE INC. STRUCTURAL ENGINEERS 908 S Cleveland Street OCEANSIDE, CA 92054 PH. (760) 966-6355 FAX (760) 966-6360 Email: dsi@surfdsi.com JOB SHEET NO . CALCULATED BY_ CHECKED BY SCALE OF DATE. DATE. DUNN SAVOIE INC. STRUCTURAL ENGINEERS 908 S Cleveland Street OCEANSIDE, CA 92054 PH. (760) 966-6355 fKX. (760) 966-6360 Email: dsi@surfdsi.com JOB SHEET NO. CALCULATED BY_ CHECKED BY SCALE DATE. DATE. D PRODUCT207 DUNN SAVOIE INC. STRUCTURAL ENGINEERS 908 S Cleveland Street OCEANSIDE, CA 92054 PH. (760) 966-6355 FAX (760) 966-6360 Email: dsi@surfdsi.com JOB SHEET NO . CALCULATED BY_ CHECKED BY SCALE DATE. DATE. • U t fo *>«- Htr*^ &ol< U&rf.*- h Ddf frj/v I1" 1L,c >7 /"^:i (\\ -J"±ji ^ 0 PRODUCT 207 Ihltl'l I r I '.V. s fS \ ^/ O GL_ £ % vj Q I — S -:^_° ^r ^- V -