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Home My WebLink About2565 DAVIS AVE; ; CB001292; Permit04/06/2000 City of Carlsbad Patio/Deck Permit Permit No:CB001292 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Reference #: Project Title: 2565 DAVIS AV CBAD PATIO 1552510900 Lot#: 0 $1,920.00 Construction Type: NEW DECK160SFW/STAIRS Status: ISSUED Applied: 04/06/2000 Entered By: JM Plan Approved: 04/06/2000 Issued: 04/06/2000 Inspect Area: Applicant: BAILEY MICHAEL C 2565 DAVIS AVE CARLSBAD CA 92008 ^356104/06/00 0001 01 02 C-PRMT 73.02 Total Fees:$73.02 ,ce Due: $73.02 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 TOTAL PERMIT FEES $73.02 Inspector:1 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 capactiy 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. CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (760) 438-1161 PERMIT APPLICATION CITY OF CARLSBAD BUILDING DEPARTMENT 1635 Faraday Ave., Carlsbad, CA 92008 FOR OFFICE USE ONLY PLAN CHECK NO.. EST. VAL. Plan Ck. Deposit Validated Bv Date Address (include Bldg/Suite #)Business Name (at this address) Legal Description Lot No.Subdivision Name/Number Unit No.Phase No.Total # of units Assessor's Parcel K Existing Use ILQ Proposed Use Description of Work SO. FT.#of Stories # of Bedrooms # of Bathrooms < r£'3 ^^^SiL'':" £><•'' Name Address State/Zip Telephone #Fax # 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 [$500)). Name State License # Address License Class City State/Zip City Business License # Telephone # Designer Name State License # Address City State/Zip Telephone Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: D 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. D 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 IP THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS) D CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, 1 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 I* 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 iiifil&iriNiBM I hereby affirm that I am exempt from the Contractor's License Law for the following reason: |^ 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). D I, es 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). C] 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. QQ YES QNO 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 / 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 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): PROPERTY OWNER SIGNATURE 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? Q YES Q NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Q YES Q NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Q YES Q NO IF ANY OF THE ANSWERS ARE YES, A RNAL 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. 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 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 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. 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 180 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 commenced for a period of 180 daysJSection 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE DATE E: File YELLOW: Applicant PINK: Finance City of Carlsbad Bldg Inspection Request For: 5/1/2000 Permit# CB001292 Title: DECK 160 SFW/STAIRS Description: Inspector Assignment: TL Type: PATIO Sub Type: Job Address: 2565 DAVIS AV Suite: Lot ( Location: APPLICANT BAILEY MICHAEL C Owner: BAILEY MICHAEL C Remarks: Phone: 7609459893 Inspector: Total Time: CD Description 19 Final Structural Requested By: MICHAEL Entered By: CHRISTINE Comments Associated PCRs Inspection History Date Description Act Insp Comments 4/27/2000 19 Final Structural CO TL 4/12/2000 11 Ftg/Foundation/Piers CA TL INSPECTED TUES 4/11 4/11/2000 11 Ftg/Foundation/Piers AP TL City of Carlsbad Bldg Inspection Request For: 4/27/2000 Permit# CB001292 Title: DECK 160 SF W/STAIRS Description: Inspector Assignment: TL Type: PATIO Sub Type: Job Address: 2565 DAVIS AV Suite: Lot 0 Location: APPLICANT BAILEY MICHAEL C Owner: BAILEY MICHAEL C Remarks: Phone: 7609459893 Inspector: Total Time: CD Description 19 Final Structural Act CommentsCo Requested By: MICHAEL Entered By: CHRISTINE Associated PCRs Inspection History Date Description Act Insp Comments 4/12/2000 11 Ftg/Foundation/Piers CA TL INSPECTED TUES 4/11 4/11/2000 11 Ftg/Foundation/Piers AP TL NOTICECITY OF CARLSBAD (760) 602-2700 BUILDING DEPARTMENT 1635 FARADAY AVENUE tf/2 7/OQ ~ioN_25^S~jiLi^ DATE_^_ LOCATION ^1 k?j:.../. J4-U *> /}0 f^""' • '—^ -~^-'-"u"' 'I*1 ' ' -~^~ * • • PERMIT NO. C ,. (-} L FOR INSPECTION CALL (760) 602-2725. RE-INSPECTION FEE DUE? UJ YES INFORMATION, CONTACT PHONE BUtlflINQ INSPECTO* CODE ENFORCEMENT OFFICER •> (Px ^ *^0> 0r- CD 0\0I 0 0 .LI Zl A .8 1t .01± •*• / •5 + 3f33p pdsodojd are SSUTJ p|og .ProposedDeck Specifications Dimensions: 10'xl6' (will extend existing roofline by 8'xl6') Post spacing: 4' •Footing size: 18" square (41 post spacing with 10'joist span) Joist: 2"x8", 24" on center (10* span) Beam: 4"x8" (4* post spacing, 10'joist span) Current lot coverage = 2090 square feet Additional lot coverage =128 square feet Total lot coverage = 2218 square feet. Lot size = 6000 square feet New coverage = 37% PRODUCT || SHIPPING WEIGHT || QTY/SKID || DIMENSIONS 2x6 board (deck 2-rib) 2x6 board (deck 3-rib) pounds/If 1.96 2.00 80 80 nominal 2x6 2x6 actual 1 1/2" x 5 1/2" 1 1/2" x 5 1/2" CRATING DIMENSION 14"X55"Xu^Mga-^o" 14"X55"X 144",192"1240" Fence Profiles 1 5x5 post Post cap 2x2 picket Slat board C-Channel 2.07 0.20 0.40 0.42 0.20 27 450 200 100 5x5 5x5 2x2 1/4x31/4 2x1/2 5" x 5" 5" X 5" 1 3/8" x 1 3/8" 1/4" x 3 1/2" 1 3/8" x1 IT 15"X35"X96" BOX 22.5" X 48" X 144 N/A N/A Tieport of Termite and Decay Resistance in Nexwood EXECUTIVE SUMMARY The following information was taken from a report summarizing the results of a project on behalf of Nexwood Industries Ltd. on the "Assessment of Woodfibre-Plastic Composite Samples for Termite and Decay Resistance" which was carried out at the University of Toronto between November 15, 1996 and April 30, 1997. PURPOSE The purpose of this project was to evaluate the performance of extruded woodfibre-plastic composite profiles against termite and fungal attack, as well as to determine the water absorption property of such composites. CONCLUSIONS TERMITE EXPOSURE: -Termite mortality rate was heavy for all composite samples. Compared to wood, all composite samples were highly resistant to termites. -The weight loss was marginal due to termite exposure (0 to 0.8%). FUNGAL EXPOSURE: -There was practically no change in weight of composite samples due to fungal exposure. While control wood sample incurred a 5% loss in weight due to fungal attack.MOlSTURE ABSORPTION: -Dimensional changes of all composite samples were marginal compared to the control wood sample. -The control wood sample absorbed more than 100% moisture while Nexwood absorbed the minimum moisture (1.2%) following 24 h boiling in water. • It is clear from these results that all four Nexwood samples are highly resistant to moisture absorption, as well as to termite and fungal attack, as measured by mass loss. The termite and fungal attack on composites had no appreciable effect on flexural strength and modulus. The composites outperformed solid wood in resistance to moisture, termites and fungi. Weathering Report - Nexwood ~~~~~~ The following are exerptsfrom report No. 97-J23-3397-13 (Accelerated Weathering of Nexwood Samples) For Nexwood Industries Ltd. Introduction Fourteen Nexwood samples were submitted for accelerated weathering. The samples were exposed in a weatherometer operated in accordance with the procedures detailed in ASTM G 26-95, in a conditioned room for periods of 250, 500, 750, and 1000 hours. Results In all cases, the exposed samples showed a mild colour change. In all cases the colour is slightly whiter after exposure. Most of the colour change had occurred in the first 250 hours of exposure although the colour did continue to change minimally throughout the exposure. Visual comparison with the unexposed control samples showed no apparent change in gloss on any of the exposed samples. There was no apparent checking or chalking on the samples. The strength of the samples differed slightly between those exposed for a period of 250 hours and those exposed for 1000 hours. The samples that were exposed for periods of 1000 hours still maintained high values for Flexural Strength and Flexural Modulus. Nexwood Test Results Mechanical Properties Flame Spread Index i Smoke Developed Index 2 Flexural Stress at break (Material Property) Flexural Stress at break (Board Property) Modulus ot Elasticity (Material Property) Modulus of Elasticity (Board Property) Notched Impact Resistance (parallel @-30degC) Notched Impact Resistance (perpendicular @-30degC) Test Method ASTM E84 ASTM E84 ASTM D90 ASTM D90 ASTMD4761 ASTMD4761 ASTM D256 ASTM D256 jScrew Uplift ||ASTM D1037 Nexwood 65 340 3098 psi 2346 psi 4.96 xlOA5 psi 3.1 x 10A5psi 0.545 ft.lb/inch 0.410ft.lb/inch 312 Ibs Static Coefficient of Friction- along grain Static Coefficient ot Friction- against grain Coefficient of Linear Thermal Expansion ASTM D2394 ASTM D2394 ASTM D696 0.32 0.48 5.79x 10A-5/C Notes: 1. For further information on Nexwood Decking's Properties, see BOCA Evaluation Service Inc. Research Report No.99-8 2. 0 being the flame spread for asbestos cement board and 100 for red oak flooring 3. 0 being the smoke developed for asbestos cement board and 100 for red oak flooring HOMEWHAT IS SHOWROOM USINGCARE&CLEANINGWARRANTYQ&ACONTACTCOMMENTS BOCA International Evaluation Report BOCA fJaaonulBuOiltng Cob/1999 STRUCTCXUX at Section! 00.4 Ataautivemateriab Section 1604.3.4 Moon Section 1606.1 Dwign live toad Section 1609.1 .4t^ftnrirtaoe Section 1710.1 General Section 17103,1 "Bert procedure Section 2303.14 Flooring QUAUTY CONTROL * Sectkw* 1703.2 Inspection of DURABILITY Section 1 404.2 Durability W Off Hexwood Docking ft a Bodnrig pltak powd of theonoplaatfe eomporite notarialoootprood of rice Iran*, tugh-dm*ity polyeth- ylene, • coupling agent add * prcoe»aig «d confound. The traUdng raftce of the Hen- wood Daoldttg b Win txitthad U prorite a ooaae Kufax. Kenwood &sdBng»u*ed a* an aftaraativD to a oombuiJibto flooring lyrtani Jbr exterior bftlcodia, piptehe* d«da «pd Mttil«r for baiituogji of ocntbaitiblq ooo- pcnmttedtobeinqmttflctedoooitrnotion. Nexwood Deddog u tiumiflmttaed ia nominal 2 »« 6, 2 Eob and 3 Rib profflM, Hu adtual dimeraioniKVftJwpmfilMiin 1 m In. Hgh x 5 WZ in. wide * 0.25 iu. thick (38 x 13» » <6A nan), TliB 2 Bib proQe bu 2 ntanor 0.25 in. <tf .4 mm) ttifiteMn nod the 3 SUbj^ntOl* lw» 3 interior 0.25 fa. («.4 mm) ttiffaiPtl- Both profiln are svauabl* MBtaodardS, 12, 16. 2O, etc., ft, (2 438, 3 658. 4 877, 6 096, «te., mm) length*, or owfeom lengths. Haxvood Daddog»&»taaed tott^tt^xjrtiogccMtnjcfion with. 2 gahwuzad* oaaauo. or it^ialemtwl No, 8 x 3 fa. (76 mm) long ttttMH «t tttb jtwt The SCHWB ihall be qxued 3M fat (19.0 mm7 Tfaa n^ort » lUtod to the «pplk«tion* «nd pvodoeti ts iw»d in tto report BOCArES M«ndi (tut fee npoit be wd by tiw code offieiat to drtanotoB that the nport iubj«ct MRplica vitti tb> cod* iwjUiretdBOti neotfl- addrOMOd in thi» "iWt, pTOvithri tfaat YMcwoed Dcddng ifaaU be tOMtalkd to aoowdattw with tbe ftaavood ItautBatton fiatnteaam, and *h« Teport Nexwood iDdurtrin, ttd dpQ pravide ihn wwr of thfc report with tbe MMWMM/ ItutaUatio* Iff ftrttatoitm. wtMMtbe nmnuftottno'i inMat- btion iMtnio&oitt difier fitJm tiu» report* fete nport *«B b« null «nd roid. TMxwood Dftdtiod rt«n be ttratodtou*i ei » flooring mtem fir vctenor Mconica, and «tnQar pendagw fer fee flooripe3iog be uratectea OQDBtniction. fel,iei«P ponnftted to * Hexwood Docking fltttU be Itaitod tt> URiIi- caooM HHftinng • mxkouto unfflanay dBuameil Ihre load of 10O puf (4.8 kP«) and uten iaAaUed in Moontanc* with th& wport, i«Mt» ttw nanOtnun uplift lo«di by tfa« ^woing of the supporting Nexwoort Ttaokitig, nhull be 24 incfaN (610 not) oa center. • Fefttnen wed. tar the iasialfatto& of B» Nutwood DucUng shall be a» dworibtKl in tfaa rnbtt Ott>ernwtbod> oTteteoing an beyond tha Bcope of th» report Dedting b» been iWntmnwl to b> ft32 pnlltgl to ttw ptook length and 0.4S par-pettdbuhir la ttw |Anft, length in n dty oonditioa ef »e. itie appropnoteness (rfthe determined rtatte ooriBBciant of fiiction, wHh to (bo itn|uiiciimi|j lor clip tanae » Seetiao 1005.4 of ttte BOCU M>- tionoi Itai&txg VafrflSW, » subject to tfwipwnfia qiproval of tbe code officitL • The OH ttf Iftpcwoort T3eddng « n nent of a BrarontaiMv rated awMtnbly isbeyond the acope of fhk report. Research Report 99-8 MANUFACTURER: Nexwood industries. Ltd. 2150 Steelv* Awmua East #10 Brampton, Ontario Canada L6T1A7 DIVISION 06 WOOD AND PLASTICS EVALUATION SUBJECT: ftexwood necking PRINTED JANUARY, 2000 BOCA eva/ysuoff swv*as, Me. Page 2 of3 RMMfBh Report N«. 99-8 Ktaansst rwqulring vvrlfflcMrtlon The following items an related to the UM of (he twpdrt subject, but not within ttw wop* of this evaluation. However. thcae items •re related to the datonoinatjoo of node oomplteuae; •/ CorotnKtwn document! indicating compliance with this Taport V Determination of tbe requitoawnto for slip raistance for the •pacific application i |nf ormaatlon sMitMnHtad • Intortok Teeting Service* Rtjwrt, No. 284-4927-1, dated Januaiy 28, 1999, ootttalrdog retain of twrting to deUmtfeM flexuial ureas, linear thermal expansion, and coefficient of friction in accordance with fJSTU. D790, D696 and D2394, rapectively. • Ihtertak 3Wang 3*rviow Saport, No. ^4-4872-1, doted Feteuary 8, 1999, revtod Sq*MHber $. 1999. oonCunog ramlto of tratinB (o octoniUM iinpKtt nudBnco, nte of burning *nd wraw wilhdnwd in acoctttenc* wMi AS1M t)256, D635 nod 01O37, napocUvdy. Full-«g8l*! lowl lwri» wore •!«» conducted to detennbtadaign loads. • Iot«rtok Tertiing Semen Knport, Ma. 193-7122, dated Febniaiy 4. 1999. ramed September 9, 1999, acateiiiing Tuulis of twrtShg to detaroiw tar&cc burning, in attendance wflhASTME84. The rojulta mdtoate fl«. Nexsrood Deciajg a Jltuau Kpcetkl index of 65 and u )«wluMlt>wkqw<l ioUux. 1998, containing calcelflboM to drteittdne HM dlomble uniformly dntributad Irn and uplift load* ofKoxwood 2x6, 2- Rib Dwddng. -Uring fl» load t«K data, ttw «llow*ble load* -w*sre auvonwO by ll» «llgw«bl» uvfleotion. • Ortech Report, No. 97-J23-3397-1 3-2, dated March 17. 1997, containiiig nMdti of testng to detamune flte mute of woelwattd weathermg b BOtorduce wifc ASTM G26. .« totertek TWmg SenrioM Inapecticin Mamiat, dated Ju^f 1999. and CRP TechnoJogi*! Oiwq> Ltd. Quality Procedure Manual, dated July 1999, ngned by rapRMWataovM of tatactek letting Servioee and CRF Ivcboolo^ei Gfcnp Ltd,, containing procedural for "***"*«"Mn8 &* qualily emnance progtaat for Norwood DecfciOg and <atabHddng latettek Dntng Swvicet •s the third-party iapectkm agency. Buildtogooiwtnictiontyp*. Typeaiidlo«»(ioaorCo(teMait lo woxirtt NisxwwwJ DtStAJBjj to the suppcoimg conBtiiKiuati. Demgn. oalctiltlions «od ctetaO* verifying the ability of the supporting Norwood DcoUng> inoluding but not limited to the ports, beam*, joists and twociBted connection* to cany all superimposed loads placed upon them a* required by Chapter 16 of the BOCA t^attauit Building Cmft/7999, TIieM document* ihall h« nmpftrert fey an iodtvMual qualified fa toe application of the ttnw- tural desiga princ^des irwohwd- Ibe tadividvnl preparing such documantt shall poueu ttts nguftntion or lioenm in accordaace with the profenkvnl ivgistntion IIWB of the state in which the project B consmwtod, prvxluct IctontHleaAian >tomood Deekmg, witti this ravespch report shall bear tb* following identification; • *S«« BOCA SviUutiUon Ko. 99"*-" tuc.K«pi»i AddidonaUy, each piece of NeJtwood Ceddog shall, "haw tt pennanant, label oonteinifiB the marie of th» uspection agency, fotextek Teiting Services, •ippliaaatlon for psirntH To lid in the dateronaatian of coniplianc* wiQi (Us rncattib repcft, thai IbUcnring iupiwvnt* Sw-nnaKotBit level of infbanBtiaB to «oei.iiiipmylfaa application fccpatmit • The '"^""er "See BOCA. Bnlaatioo Services, Inc. Research Report No. 99-S." Construction dcfcamenfa atinnmattritfa tub report shall be provided, wtth permit apptkatloos. The fidknring items, at » mtaitmini, .shall bo proyidMl on tfae cocvtniction documents: BOCA IntmattrttM Bvwfcnrtlon Report Pag* 3 of 3 1,500 R.060TYP-/ _.250 .250 rx 7T .25 —i -1.063 - 2 Rib Profile &5o -".25 HP*. .1.063- - .25 -»• .X v^ >^ .25 -^ S s -_25 ,75 — l i,50 2.75 .25 v- 4XR.108 R.06TYP 3 Rib Profile FlguwT •*tH^aftAW*ik&ji^i^ CONSTRUCTION DOCUMENTS FOR THE PURPOS8 OFDESIGN. FABRICATION OR B^ECTON. BOCA tattmiilMmal CVahnrtbufi W*P*>Pt