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HomeMy WebLinkAbout2199 AVENIDA TORONJA; ; CB072280; Permit09-20-2007' Job Address Permit Type Parcel No Valuation Occupancy Group # Dwelling Units Bedrooms Project Title City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Residential Permit Permit No CB072280 Building Inspection Request Line (760) 602-2725 2199 AVENIDA TORONJA CBAD RESDNTL Sub Type 2552615700 Lot# $29,646 00 Construction Type Reference # 0 Structure Type 0 Bathrooms DEVON RES- ADD 243 SF LOFT RAD 0 VN Status Applied Entered By Plan Approved Issued Inspect Area Orig PC# Plan Check* ISSUED 09/04/2007 LSM 09/20/2007 09/20/2007 Applicant LARRY LIPKIN Owner DEVON JERRY&RACHEL M 13607 POWERS RD POWAY CA 92007 6199854272 2199 AVENIDA TORONJA CARLSBAD CA 92009 Building Permit Add'l Building Permit Fee Plan Check Add'l Plan Check Fee Plan Check Discount Strong Motion Fee Park in Lieu Fee Park Fee LFM Fee Bridge Fee Other Bridge Fee BTD #2 Fee BTD #3 Fee Renewal Fee Add'l Renewal Fee Other Building Fee HMP Fee Pot Water Con Fee Meter Size Add'l Pot Water Con Fee Reel Water Con Fee $265 05 Meter Size $0 00 Add'l Reel Water Con Fee $17228 Meter Fee $0 00 SDCWA Fee $0 00 CFD Payoff Fee $296 PFF (3105540) $0 00 PFF (4305540) $000 License Tax (3104193) $0 00 License Tax (4304193) $000 Traffic Impact Fee (3105541) $000 Traffic Impact Fee (4305541) $0 00 Sidewalk Fee $0 00 PLUMBING TOTAL $0 00 ELECTRICAL TOTAL $0 00 MECHANICAL TOTAL $0 00 Housing Impact Fee $0 00 Housing InLieu Fee $0 00 Housing Credit Fee Master Drainage Fee $0 00 Sewer Fee $0 00 Additional Fees TOTAL PERMIT FEES $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $000 $2000 $000 $000 $000 $000 $000 $000 $000 $460 29 Total Fees $460 29 Total Payments To Date $460. p-CT^/SH,;i C^ if S^ v '>s331 W^'A iSn ;i ??. * ; *.J* Jw ,':. « i-^J 3-s.' 4»/ *\ * 0-29'\lBalance,Dae 6' i-f\3vi l$000 BUILDING PLANS •/ IN STORAGE ATTACHED PEIMT HAS EX-IRES "i HC SECTION 136 4 * AS A. i DATE C. cD BY C M C 18 04 030 Inspector FINAL APPROVAL 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 tees/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 City of Carlsbad 1635 Faraday Ave . Carlsbad CA 92008 760-602-2717 / 2718 / 2719 Fax 760-602-8558 Building Permit Application Plan Check No Est. Value PlanCk Deposit Date JOB ADDRESS CT7PROJECT¥~" DESCRIPTION OF WORK I SUITE(f/SPACE(*/UNIT»IAPN 4AA 5 BEDROOMS W BATHROOMS TENANT'BUSINESS'NAME " ass-xi -57 CONSTR TYPE EXISTING USE PROPOSED USE GARAGE (SF)PATIOS (SF)DECKS (SF)FIREPLACE YES D # _ NO D AIR CONDITIONING YES^" NO D FIRE SPRINKLERS YES D NO D CONTACT NAME (If Different Fom Applicant) ADDRESS"' CITY "PHONE" IMAI[~'~ STATE ZIP ADDRESS CITY izc> STATE ZIP jFAX PHONF EMAIL FAX PROPERTY OWNER NAME CONTRACTOR BUS NAME ADDRESS CTt~Y ADDRESS ?o 02- STATE CA ZIP CITY STATE ZIP PHONE IFAX EMAIL EMAIL ARCH/DESIGNER NAME A ADDRESS STATE LIC »CLASS CITY (Sec 70! I S Business and Professions Code Any City or County which requires a permit to construct, alter improve demolish or repair any structure, pnor 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 7031J by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500}) Workers' Compensation Declaration / 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 Cl I have and will maintain workers' compensation as requirefby Section VOO of the Labor Code for the performance of the worUotwhich thisoermit is issued My workers compensation iM«jan(e ca| number are Insurance Co compensation as requires by Sectio -Jrf-^^r^-dL "~l* O«A»f*C*-^St \Policy No ! of (be worttfoLwhich this perrr [g M<t <P<35 Expiration Date policy This seclion need not be completed if the permit is for one hundred dollars ($100) or less n 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 (4100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney s fees /^CONTRACTOR SIGNATURE DATE ffirm that I am exempt from Contractor s License Law for the following reason O 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 properly 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 wilhm 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 contraclmg with licensed contractors to construct the project (Sec 7044 Business and Professions Code The Contractors License Law does not apply to an owner of property who builds or improves thereon and contracts for such projects with conlractor(s) licensed pursuant to Ihp Conlractor s License Law) D I am exempt under Section Business and Professions Code for this reason 1 I personally plan to provide the major labor and malenals for construction of the proposed property improvement Cl Yes O No 2 I (havo / 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 / 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 / address / phone / contractors license number) 5 I will provide some of the work but I havo contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work) ^SS'pROPERTY OWNER SIGNATURE DATE 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' O Yes Cl No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district7 D Yes D No Is Ihe facility to be constructed within 1 000 feel of the outer boundary of a school site9 Cl Yes Cl No IF ANY OF THE ANSWERS ARE YES EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec 3097 (i) Civil Code) Lender s Name 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 representative of the City 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 OSH A An OSH 'i permit is required for excavations over 5 0 deep and demolition or construction of structures over 3 stones in height j 180 days from the date of such permit or if Ae building or work authinzed by such permit is suspended or abandoned at any time after the work is commenced for a penod of 180 days (Section 106 4 4 Uniform Building Code) ) APPLICANT S SIGNATURfi DATE City of Carlsbad "ebruary 28, 2008 MR& MRS DEVON 2199 AVENIDATORONIA CARLSBAD CA 92009 RE BUILDING PERMIT EXPIRATION PERMIT TYPE- RESDNTL Building Department Permit Number CB072280 Issue Date 09/20/2007 ADDRESS 2199 AVENIDA TORONJA PLEASE CALL FOR AN INSPECTION IF WORK IS COMPLETE Oi.r rc'.oirU indicate ihat-your-bmldmg permit \vill expire-by limitation of time on 03/18/2008 The provisions of UBC, Section 106 4 4 as amended by the Carlsbad Municipal Code state "EXPIRATION livery 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 \vork authorized by such permit is not commenced within 180 days from the date of such permit (unless issued prior to 7/1/99 which is one year from date of permit), or if the building or work authorised by such permit is stopped at any time after the work is commenced for a period of 180 days or if the building or woik authorised by such permit exceeds three calendar years from the issuance date of permit VVoik Mialfbe piesumed to have commenced if the permittee has obtained a required inspection approval of work juthoii/cd by the permit by the Building Official within 180 days of the date of permit issuance Work shall be presumed to'be stopped if the permittee has not obtained a required inspection approval of work by the Building Official within each 180 day period upon the initial commencement of work authorized by such permit Before such work can be recommenced; a new permit shall be obtained to do so, and the fee, therefore, shall be one-half the amount required for a new permit for such work, and provided that no changes have been made or will be made in the original plans and specifications for such work, and provided further that such suspension or abandonment has not exceeded one year In order to renew action on a permit after expiration, the permittee shall pay a new permit lee Any peison holding an unexpired permit may apply for an extension of the time within which work may commence undei that permit when the permittee is unable to commence work within the time period required by this section loi uood and satisfactory reasons The Building Official may extend the tune for action by the permittee for a period not exceeding 180 days on written request by the permittee Showing that circumstances beyond the control of the permittee have prevented action from being taken No permit shall be extended more than once Please check below indicating youi intentions and return this letter to us Project abandoned A new permit will be obtained prior to commencing work No fee extension requested for 180 days (attach a letter of explanation) Renewal permit requested II the project has been completed and only a final inspection is needed, please call the inspection request line at (760)602-2725 If you have any questions, please contact the Building Inspection Department at (760) 602-2700 Christine Wauschck Office Specialist 1635 Faraday Avenue • Carlsbad, CA 92008-7314 • (760) 602-2700 • FAX (760) 602-8560 To Whom it May Concern We need an extension on our permit because we have not been able to start the project yet We are anticipating to start in April, however, we would like another 6 month time period for our permit being as we have not started construction Thank you, Rachel Devon (760) 943-9580 PLANNING/ENGINEERING APPROVALS THiAIIT IMPROVEMENT RISIDBlfnAl ADOCT10N MINOR (< $1O,OOOLOOI PUZA CAifflNO RMt CARLSBAD COMPANY STORM VflLAGVFAJRI COMPLflTI OFFICl BUILOINO PLAMNfR DAT! ENGINEER DAT! ANP ENGINEERING, INC. 4682 Iowa Sfreet #207 San Diego, CA 92116 (619) 281-2446 Client: Mr. Lairy Lipkin Design Decision STRUCTURAL CALCULATIONS For: Addition at 2199 Avenida Toronja Carlsbad, California Page one of eight WET DATE August 28, 2007 Io GOVERNING CODE CONCRETE Masonry MORTAR GROUT REINFORCING STEEL STRUCTURAL STEEL WELDING LUMBER GLULAMS PARALLAM TJI SHEET 2 OF 8 Devon Project 2199 Avenida Toronja Carlsbad, California DESIGN CRITERIA UNIFORM BUILDING CODE 1997 EDITION/ 2001 CBC F'c= 2500 PSI (UNO) fm= 1500 PSI (UNO) F'c= 2000 PSI (TYPE S) U N O F'c= 2500 PSI (UNO) Fy = 60 KSI (UNO) Fy = 50 KSI (A572-50)STRUCTURAL SHAPES & PLATES Fy = 46 KSI STRUCTURAL TUBING (A500) Fy = 36 KSI STRUCTURAL PIPE (UNO) E70, (TYPICAL) DOUGLAS FIR LARCH #2 OR BETTER (UNO) 24F-V4 FOR SIMPLE SPAN 24F-V8 FOR CANTILEVERS 2 OE WS BY TRUSS JOIST WEYERHAEUSER (ESR-1387) TJI BY TRUSS JOIST WEYERHAEUSER (ESR-1153) ANP Engineering Inc. 4682 Iowa Street #207 San Diego, CA 92116 (619)281-2448 Project Devon Project 2199 Avemda Toronja Carlsbad, CA 92008 page 3 Loads Roof D.L (Cone roofing) 90psf !/2 "sheathing 2 0 psf 2X10@24"OC 30 psf Misc + Ceiling 4 0 psf Total 20 0 psf RoofLX (slope 4 12) 160 psf Floor DL. 100 psf Floor L.L 40 0 psf Deck L.L. 60 0 psf Wind Load for EXP B Cq=l 3 Ce=0.67 Iw=l 0 Qs=126 P=Ce Cq Qs Iw= 11 0 psf Say 15 psf Seismic R=45 Soil Profile = Sd Ca = 044Na Na=1.0, Ca=O44xl 0 1=1.0 V=2 5xCaxIxW/R=0.24W ultimate Soil bearing pressure = 1500 psf (minimum 18" into Natural/Compacted grade) Allowable Passive Pressure 300 pcf Friction Coef =0 2 USE" U TTL/2L30 OK By ^ \ 4 4-o) ^. £P/VfU\Z, ^PI I 1 i- f s r 8 2- 2. 6 i/ p t4 T*^ ""jerT-- Title Dsgnr Description Scope Job* Date 205PM, 29AUG07 Rev 580006 User KW-0606863 Ver580 1-Oec-2003 (0)1983-2003 ENERCALC Engineering Software Timber Beam & Joist Page 1 devon ecw Calculations Description FLOOR MEMBERS Timber Member Information '«Je Ref 1997/2001 NDS, 2000/2003IBC, 2003 NFPA 5000 Base allowables are user defined I FBI FB2 Timber Section Beam Width Beam Depth Le Unbraced Length Timber Grade Fb - Basic Allow Fv - Basic Allow Elastic Modulus Load Duration Factor Member Type Repetitive Status >rtlm 26875x11 8 Prllm 35x11 875 in, Ul| «: psi; psi ksi • 2688 11875 000 Truss tast- MacMillan, 2,900 0 2900 2,0000 1 000 Manuf/Pine No 3500 11875 000 Truss Joist - MacMMan, 2,900 0 2900 2,0000 1 000 Manuf/Pine No Center Span Data Span Dead Load Live Load Point #1 DL LL@x Point #2 DL LL@x ftl 14 00 #/ft! 80 00 #ffi 320 00 Ibsj Ibs ft, Ibs Ibsj ft! 1200 8000 72000 2,880 00 2000 54000 2,16000 5000 Results Ratio =06420 06774 Mmax @ Center @x = fb Actual Fb Allowable fv Actual Fv Allowable m-k; ft! psi; psi; psi psi; 11760 700 1,861 8 2,900 0 Bending OK 1137 2900 Shear OK 16160 499 1,9645 2,900 0 Bending OK 1797 2900 Shear OK Reactions ! Left End DL LL Max DL+LL • Right End DL LL Max DL+LL Ibst Ibs1 Ibsi Ibs! Ibs' Ibs! 56000 2,240 00 2,800 00 56000 2,240 00 2,80000 1,39500 3,66000 5,055 00 82500 1,38000 2,205 00 Deflections Ratio OK Deflection OK Center DL Defl L/Defl Ratio Center LL Defl L/Defl Ratio Center Total Defl Location L/Defl Ratio in mi i ,n ft! -0092 1.8224 -0369 4556 -0461 7000 3645 -0094 1,5385 -0222 6478 -0316 5568 4560 rAWvertaeuserBusuKss TJBeam® 6.25 Senal Number 7004122903 floor joists 117/8"TJI®210@16"o/c THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Product Diagram is Conceptual. LOADS. Analysis is for a Joist Member Primary Load Group - Residential - Living Areas (psf) 40 0 Live at 100 % duration, 100 Dead SUPPORTS: 1 Stud wall 2 Stud wall Input Bearing Vertical Reactions (Ibs) Detail Width Length Live/Dead/Uplrft/Total 350' 2.25" 347/87/0/433 End, Rim 350" 225" 347/87/0/433 End, Rim Other 1 Ply 1 1/4" x 11 7/8" 0 8E TJ-Strand Rim Board® 1 Ply 11/4" x 11 7/8" 0 8E TJ-Strand Rim Board® DESIGN CONTROLS: Shear (Ibs) Vertical Reaction (Ibs) Moment (Ft-Lbs) Live Load Defl (in) Total Load Defl (in) TJPro Maximum 419 419 1320 Design -414 419 1320 0105 0131 53 Control 1655 1110 3620 0419 0629 40 Control Passed (25%) Passed (38%) Passed (36%) Passed (U999+) Passed (U999+) Passed Location Rt end Span 1 under Floor loading Bearing 2 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading MID Span 1 under Floor loading Spanl -Deflection Cntena STANDARD(LLL/360,TL U240) -Deflection analysis B based on composite action with single layer of 19/32" Panels (20" Span Rating) GLUED & NAILED wood decking -BraangG-u) All compression edges (top and bottom) must be braced at 5' 3" o/c unless detailed otherwise Proper attachment and positioning of lateral bracing ts required to achieve member stability TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 19/32" Panels (20" Span Rating) decking The controlling span is supported by walls Additional considerations for this rating include Ceiling - None A structural analysis of the deck has not been performed by the program ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ) TJ warrants Ihe sizing of its products by this software will be accomplished m accordance with TJ product design criteria and code accepted design values The specific product application, input design loads, and stated dimensions have been provided by the software user This output has not been reviewed by a TJ Associate -Not all products are readily available Check with your supplier or TJ technical representative for product availability -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY' PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Custom product listed above PROJECT INFORMATION: DEVON RESIDENCE 2199 AVENIDA TORONJA CARLSBAD, CALIFORNIA OPERATOR INFORMATION: pete etemad anp engineering Phone 619-281-2448 -ex L. =. o-nsx IT 000=^1 y\/ ^ (3770 ^ D I f 7 S^&Wt E ^OW^ IV\ B/V-SE: sH-£A-ft c r Ko)-f i^gox \ o ^^o , SIS ns i S WA 3 41 -z-o -« I^Soo ^^6?S-fC4oo^ 77 o oo M fo^ io'^C- P-N- do License Detail Page 2 of 2 AMERICAN CONTRACTORS INDEMNITY COMPANY. Effective Date 01/01/2007 Contractor's Bonding History BOND OF QUALIFYING INDIVIDUAL(I) The Responsible Managing Officer (RMO) PAIR SHIPLEY certified that he/she owns 10 percent or more of the voting stock/equity of the cor A bond of qualifying individual is not required Effective Date 06/07/2001 * * *Workers Compensation Information * * * This license has workers compensation insurance with the STATE_COMP_ENSATLQN INSURANCE FUND Policy Number 1849000 Effective Date 08/01/2007 Expire Date 08/01/2008 Workers Compensation History Personnel List License Number Request I Contractor Name Request I Personnel Name Request Salesperson J?eq uest Salesperson Name Request © 2006 State of California Conditions of Use Privacy Policy http //w\vw2 cslb ca gov/CSLB_LIBRARY/License+Detail asp 09/20/2007 c^» o- 6> $ f. 8 if £ *•2S.o OQ ^O -0 j O T' £, t 0 0 9!£r •\ > s •» /I imm»!22wo oiS!" •OO(-n< WflBo:;S^ --"via O s/ M D O m hO < z > w^$=1