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HomeMy WebLinkAbout1639 CORTE ORCHIDIA; ; CB071388; Permit05-21-2007 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Patio/Deck Permit Permit No CB071388 Building Inspection Request Line (760) 602-2725 Job Address Permit Type Parcel No Valuation Reference # Project Title Applicant TERRY MONTELLO 619-994-5557 1639 CORTE ORCHIDIA CBAD PATIO 2159502800 Lot# 0 $4,086 00 Construction Type NEW CONWAY 454SF ALUMIWOOD PATIO Status Applied Entered By Plan Approved Issued Inspect Area Plan Check* Owner CONWAY JOHN F&THERESA M 1639 CORTE ORCHIDIA CARLSBAD CA 92011 ISSUED 05/21/2007 JMA 05/21/2007 05/21/2007 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 $61 19 $000 $3977 $000 $1 00 $000 $000 $000 $000 $101 96 Total Fees $101 96 Total Payments To Date $10196 Balance Due $000 Inspector FINAL APP Date fr - VAL 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 iequired 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 City of Carlsbad 1635 Faraday Ave , Carlsbad, CA 92008 760-602-2717 / 2718 / 2719 Fax 760-602-8558 Building Permit Application Plan Check No. C&O7 Est. Value Plan Ck. Deposit [0 (.^ 4, Pate CT/PROJECT SUITE#/SPACE#/UNI1# # BATHROOMS TENANT BUSINE'SS NAME TYPE OF CONST DESCRIPTIONOFWORK (Please describe present use and proposed use) OCC GROUP BUILDING AREA (SF)ADDITION AREA (SF)GARAGE (SF)PATIOS (SF)DECKS (SF)FIREPLACE YESD #NOD AIR CONDITIONING YES D NOD FIRE SPRINKLERS YES D NOD CONTACT NAME (ff ADDR APPLICANT NAME ADDRESS CITY ZIP CITY FAX FAX EMAIL OWNER NAMI -4, CONTRACTOR BUS ADDRIE1 l ; clt'ADDRESS CITY ZIP CITY PHONE FAX BHQNE EMAIL EMAIL CLASS CITY BUS LIC# (Sec. 70315 Business andlnofessions 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 islicensed pursuant to die provisions of die Contractor's License Law {Chapter 9 commending with Section 7000 of Division 3 of the Business and Professions Code} or dial he is exempt therefrom, and the basis for the alleged exemption Any violation of Section 70315 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 I have and will maintain a certificate of consent to self insure for workers compensation as provided by Section 3700 of the Labor Coce 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 workers compensation insurance carrier and policy numberare i ,./• .. „ . / I ?<-,„. -^1 \j f ^j_ j \U J «-» n . ^-^'Z&h t I ) _ / _ Insurance Co PolicyNo iratlon Date This section need not be completed if the permit is for one hundred dollars ($100) or less ( G Certificate of Exemption I certify that in thepeffeonance 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 secur&rforkers/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, darnajjes as provifTerHpr in Section Jfl}6of the Labor^codejnterest and attorney's fees ^CONTRACTOR SIGNATURE / hereoy affirm that I am exempt from Contractor's bcense Law lor 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 owr 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) 01 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) d 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 D Yes D No 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 / 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 have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work) JSHPROPERTY 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 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' D Yes O No Is the facility to be constructed within 1 000 feet of the outer boundary of a school site' O Yes O No IF ANY OF THE ANSWERS ARE YES, / EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT aC_->•- -.~..-v.fjS.!'•/>•£ i-:•>, -' •H:-"-,.-i,:,; ••:<>,:f-"-:i:—'', r -,-,,', .. . _,SK'itx>': •<>...»w,.qii4*;;s:i;-4j *!»« ••> -T;i^fcj;'--;?:fe;ui:j|^a 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 OSHA An OSHA permit is required for excavatiaasoyer 5'0' deep and demolition or construction of structures over 3 stories in height EXPIRATION Every permit issued by the.BdilSngpfjicial 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 ofiltoeVSRm or worTaatoized by such permit is suspended or abandoned at any time after the worts is commenced for a period of 180 days (Section 106 4 4 Uniform Building Code) ^APPLICANT'S SIGNATURE DATE City of Carlsbad Bldg Inspection Request For 06/07/2007 Inspector AssignmentPermit* CB071388 Title CONWAY 454SF ALUMIWOOD PATIO Description 1639 CORTE ORCHIDIA Lot 0 Type PATIO Sub Type Job Address Suite Location OWNER CONWAY JOHN F&THERESA M Owner CONWAY JOHN F&THERESA M Remarks Total Time Phone 8582776666 Inspect] Requested By SARA Entered By CHRISTINE CD Description 19 Final Structural Act Comments Comments/Notices/Holds Associated PCRs/CVs Original PC# Inspection History Date Description Act Insp Comments MAY 212007 City of CARLSBAD BUILDING DEPT LEGACY REPORT PFC-1841P Reissued June 1, 1996 ICC Evaluation Service, Inc. www icc-es org Business/Regional Office • 5360 Workman Mill Road Whiter California 90601 • (562) 699-0543 Regional Office • 900 Montclair Road, Suite A Birmingham Alabama 35213 • (205) 599-9800 Regional Office • 4051 West Flossmoor Road Country Club Hills Illinois 60478 • (708) 799-2305 Legacy report on the 1994 Uniform Building Code7 DIVISION 10—SPECIALITIES Section 10530—Protective Covers FREESTANDING AND ATTACHED PATIO COVERS AND ENCLOSURES TEXAS ALUMINUM INDUSTRIES, INC 14150 EAST ARTESIA BOULEVARD CERRITOS, CALIFORNIA 90703-7024 10 SUBJECT Freestanding and Attached Patio Covers and Enclosures 20 DESCRIPTION 2 1 General The Freestanding and Attached Patio Covers and Enclosures must be constructed according to the attached plans and Appendix Chapter 31, Division III, of the code A summary of the plans and design loads is shown in Table 1 2 2 Thermastar TB Panels The TB panels are structural sandwich panels used in the roof structure Dimensions include widths of 24 inches (610 mm) and 48 inches (1220 mm), thicknesses of 3 inches (26 mm) and 6 inches (152 mm), and various lengths The panels feature 0025- or 0 032-mch-thick (0635 or 0813 mm) aluminum facings and nominal 1 5 pcf density (24 kg/m3) polystyrene foam plastic cores Sheet PN-1 provides panel details and allowable spans 2 3 Identification Each structure is identified with a decal specifying the design roof live load, wind load, and wind uplift force the model number, the evaluation report number and the name of the manufacturer The ThermastarTB panels are labeled with the manufacturer's name and address, Evaluation Report No PFC-1841P, and the name of the quality control agency (C I Professional Services) 3 0 EVIDENCE SUBMITTED Plans, design calculations, data according to the ICBO ES Acceptance Criteria for Sandwich Panels (AC04) dated January 1995, and data according to the ICBO ES Acceptance Criteria for Foam Plastic Insulation (AC12)dated January 1996 40 FINDINGS That the Freestanding and Attached Patio Covers and Enclosures described in this report comply with Chapter 31 of the Appendix of the 1994 Uniform Building Code™, subject to the following conditions 41 The design and construction conform to the attached plans and details, dated March and October 199J) 4 2 The roof live loads do not exceed the indicated values for the particular structure as scheduled on the plans 4 3 The Thermastar TB Panels are produced at 2900 Patio Drive, Houston, Texas, with inspections by C I Professional Services (AA-606) This report is subject to re-examination in two years TABLE 1 DRAWING NUMBER 3136-1 3136-2 3136-3 DESIGN LOAD (pounds per square foot) Roof Live (or Snow) 10 (20) (30) Horizontal Wind 10 13 10 15 15 Wind Uplift 7 50 & 10' 975& 131 750& 10' 11 25 & 15' 11 25 & 151 PERMITTED ENCLOSURES (BASED ON HORIZONTAL WIND CALCULATIONS) Parts details Attached type may be partially enclosed2 Connection details (Continued) ICC ES Icgac] i eptii to ni e not to be cunsii ueif as i epi escntwg aesthetics or tun oiiici am ibuies not spec ijicalh add) esscd noi at e ihcv 10 be cnnsti ned as an uitidi'scmtuit ofihc subject of the tepoi i ni a i ecommender ion foi us use Theie is no \\anant] hv ICC Evaluation Ser\ia. Inc erpiess ot implied as 10 nn\ fiiif/iui, ni othei mallei in this icpoil 01 fi? tn aw product ca\eiedb\ (lit.' upon Copyright © 2005 Page 1 of 2 Page 2 of 2 PFC-1841P TABLE 1 (Continued) DRAWING NUMBER 3136-4 3136-5 3136-6 PPC-1 PPC-2 PPC-3 PPC-4 PPC-5 PPC-6 PPC-7 PN-1 DESIGN LOAD (pounds per square foot) Roof Live (or Snow) 10 (20) (30) 10 — — 10 20 (20) (30) 10 20 (20) (30) 10 20 (20) (30) 10 20 (20) (30) 10 20 (20) (30) 10 20 (20) (30) (40) (50) Horizontal Wind 10 13 10 15 15 10 13 — — — — — — 10 15, 19,23 10, 15, 19,23 10, 15, 19,23 10, 15, 19,23 10, 15, 19,23 10, 15, 19,23 10, 15, 19,23 10 15 19,23 10, 15, 19,23 10, 15, 19, 23 10, 15, 19 23 10 15, 19,23 — — — — Wind Uplift 750& 10' 975& 131 750& 10' 11 25 & 15' 11 25&151 7 50 & 101 975& 131 — — 75,975, 11 25, 1425,1725 75, 975, 11 25, 14 25, 1725 75,975, 11 25 1425, 1725 75 975, 11 25, 1425, 1725 75, 11 25, 1425, 1725 75, 11 25 1425, 1725 75, 11 25 1425, 1725 75, 11 25 1425, 1725 75, 11 25, 1425, 1725 75, 11 25, 1425, 1725 75, 11 25, 1425, 1725 75, 11 25, 1425, 1725 75, 11 25 1425, 1725 75 1125,1425 1725 75 11 25 1425 1725 75 11 25, 1425, 1725 75, 11 25 7 5, 11 25 75, 11 25 75, 11 25 10, 13, 15, 19,23 10, 13, 15, 19,23 10, 13, 15, 19 23 10, 13 15, 19,23 10, 13 15 19 23 10 13 15, 19,23 PERMITTED ENCLOSURES (BASE D ON HORIZONTAL WIND CALCULATIONS) Attached type may be partially enclosed2 Freestanding type may not be enclosed May be partially enclosed2 Footing and skylight panel details General notes and parts details Details Rafter spans May not be enclosed May not be enclosed May be partially enclosed2 Roof panels Thermaster TB roof panels For SI 1 psf = 4788 Pa 'The first value applies lo structures not more than 10 feet high above grade, and the second figure applies to structures not more than 12 feet high above grade2Sides of patio covers required to be left open per Appendix Chapter 31, Division III, of the Uniform Building Code, may be enclosed with insect screening and/or readily removable translucent or transparent plastic not more than 0 125 inch in thickness ASHTON, VANCE fiS|| & ASSOC., INC. consulting engineers |jall structural engineering 2058 N. Mills Ave. #450, Claremont, CA 91711-2812 September 15, 2004 Texas Aluminum Industries, Inc 2900 Patio Drive Houston, Texas 77017 Re Rafter spacing for Pergola Lattice Patio Cover System per ICBO ER 1841-P, Drawings PPC-1 thru PPC-5 To Whom It May Concern The rafter spacing shown in the "Rafter Span Table" on Drawing PPC-3 is for single rafters Double rafters with a three (3) inch maximum gap between rafter pairs may be spaced twice the distance shown using the maximum spans indicated in the table This double rafter option will not adversely effect or change any of the other information contained in said drawings If you have any additional questions, please do not hesitate to call Sincerely, Michael M Vance, P E President MMV/cv Licensed Professional Engineer Arizona * California * Colorado * Florida * Georgia * Idaho * Illinois * Kansas * Minnesota * Mississippi Missouri * Nevada * New Jersey * New Mexico * New York * Oklahoma * Oregon * Utah * Virginia * Washington oa/ os/ ^OOD i/-qo /ii-a^-jibi mtiHUi u^A KAbt 02/B2 R, 25. 2005 7:13AM ALLMET COST SERVICE 972 882 8818 NO 213 P. 2 ICC EVALUATION SERVICE, INC- Evaluate • Inftum • Ftdtcct Lot Angde* BrBineaa/Regraal Offle* • 5360 Woifcnun iffll Read • Wlifttfct. CA 90601 (?«2) fi»-05« plum* - (SSI) *954®4 fcx April 21,2005 Lee Parker Engineering Coordinator Metefe USA Building Products Grofup 227 South Town East Boulevard Maequite, Texas 75149-2898 Dear Mr Parker: The following evaluation reports, dated as indicated, continue to good standing Interested users are anfeouraged to contact ds regarding specific issues concerning the reports, which will be reissued upon acceptance of final submittals from Metals USA. PFC-1841P June 1,1996 ER-2228P July 1.1998 ER-3190P ' August 1,2002 ER-3349P September 1J 998 PFC-3259 January 1,1998 ER-3421P August 1,2001 ER-4244P ; October 1,199^8 ER-5014P August 1,1896 ER-5038P June 1,2003 ER-5776 March 1,20031I If you have any questions, please donteot me at (562) 699-0543, extension 3260. Yours very truly, Brian C Gerbar, S E. Principal Structural Engineer BGG:kl • »SO Wo«km«a Mill Sa.il, Whlrrtr, g«llfbnii»90J01 • 0«3) t994>3tt 9m M(nud»U Reid, Sulm A, Bhata«A(Mi, Alubnui KtlA • (209 S59/5900 -10* T«t TlomfW Roeii. Conoiry Chli Hffli, BInou AMM « ( c D noeH (9 c ct> j imi E On 13T)ni 1 1 t \ I _J 1 _— K— =4=«fr- 6— V_n_ rv •. ^03fe n— kg)A ~i r IT — ^j \j ay 1U !*•O O-y-iQ^—Q Q. LLA-JJ.L (L " Jl W ,0) g rt7\_ t — i jt/ 55 /"V£JJ S | IN tJ § i ^~ ""T" C o o d . L\__ D Q Ci.TX.- 1 1i i i 1- J--J•* MI rjm f1 ^-r- 6C^, D. ^a:eIs aSn W >T -1 1aa j i?i N » i l^MM-_j- T T PC «•"•« •«•"» i> T>-s,p - i*-* ^-*« ^^ < i 3 • By ,u 3 H j3 3 1 3 ) ) t» 3 > 3j™ ) ) ) A •jJ 3 0Iga! z 2m 1i^s 9 %#$ *• > S 2 fl»Ir ^_oCOn I EVALUAT]§ 1 C/l 1 M 1 Kt 1 J ^w O V—«4 0 0 3 1 t"* 03 1 •-* t4 S 1 j)Tr^7 i ^J, v HH Wja fifecj ID £ C ?? 3g' Si IIo-t 12 1 cZ P! « • *n^^\lOD O Vg §"i§ j! if? aSs«eIAU . BE M1.TI «>-BSERVICE INC RE:CC>[ SUBSTITUTED TOR0 gg >• Pi H V3 m* O Q ™ aro < H i !? i r|2S Q& s f ^ B M U X o> o \xM x'° o « lA ._-.§ WH ^ ><2 Si 0•< X N) 00 ou>l\ CD DEFORMED HEADCHOR BOLT) EMI3an i D^re— rzxT TI f ll \t £> ^ ®? V<. 0 KJ LJ X o O (0 x'°" CENTER COI024" SJDEPLAntcw| • ^\ KJtn : i" • i~ o EXPANSION BOLTM (1500 LB TENa Z>tD8 X Z 3fIT A-\ ;W^7r<* 0 MU X VIo»O KJ ^0 •B,g W -H5'J ?o>p ^i t \ w E in joS EXPANSION BOLTM (1125 LB TEN:it}gn t-mso o 9rit/i f( \ B N) U x' 'Ulo> o ^xk) Jk.r CENTER COI024" SIDEPLAFl'c M| < \ N) Oj ' in !w EXPANSION BOLTU (750 LB TENS-» J fT| Q] GC D K) LJ * r rif f\^£.*^«J2 ••MM o ?§rncz o0t- a n o 2! i 1 % 3 § 0 03 §»—o2; 1 "N!" \ &S mim*m*m 1 trf^» no w 1~j M •-3 D•Hs V 1 ANCHORAg Hc )M Cc i Q «- uP-.CU O 10 IO 10 10 JO JO JO |o 10i 111 11 11111 h 1111 t-r-,-.-f-r-CNCNCN O O O W S3 ,^"^*'; & 3 . '.' ' ""*"VV-«a a -3 •a flWWo S)>-* ?dM c CD 01 - "I P?i2: M z:o w **Jo g O I KI , 1 U> Hin 'Ul1 OI• -1-'" So ft°. -1-