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05-4712 (PAT)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA,'CALIFORNIA 92253 "`&t!t44Q" Application Number: 05-00004712_ Property Address: 43400 BORDEAUX DR APN: 609-380-997-59 -293233- Application description: PATIO COVER - RESIDENTIAL Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 7980 Applicant: Architect or Engineer: BUILDING & SAFETY DEPARTMENT BUILDING PERMIT VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 10/19/05 Owner: VACA RIMERO 43400 BORDEAUX DRIVE QUINTA, CA 1 III'IIA QUINTA, CA 92253 NOV 0 3 2005 LC�Ontractor: MIRAGE BUILDERS CITY OFLAQUINTA 2,17372 MERIDIAN WAY FINANCE CEPT. r,r,GUNA NIGUEL, CA 92677 (949)235-1202 Lic. No.: 792314. -------------------------------------------------- LICENSED CONTRACTOR'S DECLARATION I hereby affirm underpenalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect. License Class: B Lice No.: 792314 IF /Date: � �� b� ontraaor: {!tel OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its, issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she 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).: (_) 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 Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the 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 or she did not build or improve for the purpose of sale.). (_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_ 1 I am exempt under Sec. , B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: LQPERMn WORKER'S COMPENSATION DECLARATION I 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 for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, 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 number are: Carrier EXEMPT Policy Number EXEMPT 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, and agree that, if I should bec me subject to the workers' compensation provisions of Section 3700 of the Labor Code 1 s I fortith compll 'fh those provisions. plicant: 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. APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building consluction, and hereby authorize representatives of this muryy to enter upon the above-mentioned property for in cti pur oses. ature (Applicant or Agent) : Application Number . . . . 05-00004712 Permit . . . PATIO COVER PERMIT Additional desc - Permit Fee . . . . 99.00 Plan Check Fee 64.35 Issue Date Valuation . . . . 7980 Expiration Date 4/17/06 Qty Unit Charge Per Extension , BASE FEE 45.00 6.00 9.0000 THOU BLDG 2,001-25,000 54.00 " Special Notes and ---- Comments - ---- - --------------- - 600 S.F. ALUMINUM LATTICE PATIO COVER• ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STRONG MOTION (SMI) - RES .79 Fee summary ----------------- Charged -------------------- Paid Credited Due Permit Fee Total 99.00 ---------- .00 ---------- .00 99.00. Plan Check Total 64.35 .00 .00 64.35 Other Fee Total .79 .00" .00 .79 Grand Total 164.14 ..00 .00 164.14 LQPERMIT ICBO Evaluation Service, Inc. aQ � Bunislo umoa m CODE = 5360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601-2299 g .n -+BBs A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT ER -2228P Copyright © 1998 ICBO Evaluation Service, Inc. Reissued July 1, 1998 Filing Category: MISCELLANEOUS STRUCTURES (156) PATIO COVERS, ROOF STRUCTURES AND MARQUEES USING TWIN -VEE AND FLAT PANELS ALLMET BUILDING PRODUCTS, INC. 227 SOUTH TOWN EAST BOULEVARD MESQUITE, TEXAS 75149 1.0 SUBJECT Patio Covers, Roof Structures and Marquees Using Twin -Vee and Flat Panels. 2.0 DESCRIPTION 2.1 General: The structures are available in attached or freestanding con- figurations as illustrated in the attached plans. A summary of the plans, including maximum heights, design loads and per- mitted enclosures, is presented in Table 1. 2.2 Identification: Each structure formed from these components is identified by a permanent decal or identifying tag bearing the model name, the design loads and the name and address of the manufac- turer. 3.0 EVIDENCE SUBMITTED Plans and calculations. 4.0 FINDINGS TABLE 1 That the patio covers, roof structures and marquees us- ing Twin -Vee and flat panels described in this report com- ply with the 1997 Uniform Building Codd"", subject to the following conditions: 4.1 Patio covers, roof structures and marquees using Twin -Vee and flat panels are constructed in accord- ance with this report and the attached plans, dated March 1998. 4.2 Residential patio covers conform to Appendix Chapter 31, Division III, of the Uniform Building Code. 4.3 Marquees may project into public property as per- mitted by Section 3205 of the Uniform Building Code. This report is subject to re-examination in two years. (Continued) Evaluation reports of ICBG Evaluation Service, Inc., are issued solely to provide information to Class A members ofICBO, utilizing the code upon which the report is based Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommen- dation for use of the subject report This report is based upon independent tests or other technical data submitted by the applicant. The ICBG Evaluation Service, Inc., technical staff has reviewed the test results and/or other data, but does not possess test facilities to make an independent verification. There is no warranty by ICBOEvaluation Service, Inc., express or implied, as to any "Finding" or other matter in the report or as to any product covered by the report This disclaimer includes, but is not limited to, merchantability. Page 1 of 2 DESIGN LOADS DRAWING NUMBER TYPE MAXIMUM HEIGHT fL•in. PERMITTED ENCLOSURE Based on horizontal wind calculations Roof Live (or Snow) (psn wind' (mph) D9503-1 (General notes and structure types) D9503-2 (Structure types) D9503 10 70 Ex B and C Attached may be partially encloscd2. 4 D95034 Residential 12-0 (20) 80 Exp. B and C Freestanding may not be enclosed. (30) 90 Exp. B and C D9503-5 20 80 Exp. B and C 'Attached may be enclosed. D9503-6 Commercial 13-0 (30) 90 Exp. B and C Freestanding may not be enclosed. D9503-7 (40) 110 Exp. A and C D9503-8 to 10 80 Exp. B and C Attached may be partially enclosed2. D9503-11 Residential 12-0 (20) 90 Exp. B and C Freestanding may not be enclosed. (30) 110 Exp. B and C Residential Attached 12-0 (20) 90 Exp. B and C May be partially enclosed2. D9503-12 Screen (30) Enclosure 10 80 Exp. B and C Attached may be partially enclosed2. D9503-13 Residential 12-0 (20) 90 Exp. B and C Freestanding may not be enclosed. (30) 110 Exp. B.and C D9503-14 Commercial— 14-0 20 80Exp. B and C Attached may be enclosed. Using Beams (40) Freestanding may not be enclosed. D9503-15 Commercial— Using Beams 14-0 (30) 80 Exp. B and C Attached may be enclosed. Freestanding may not be enclosed. D9503-16 Commercial— 14-0 20 80 Exp. C Attached may be enclosed. Using Beams (40) 1 Freestanding may not be enclosed. (Continued) Evaluation reports of ICBG Evaluation Service, Inc., are issued solely to provide information to Class A members ofICBO, utilizing the code upon which the report is based Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommen- dation for use of the subject report This report is based upon independent tests or other technical data submitted by the applicant. The ICBG Evaluation Service, Inc., technical staff has reviewed the test results and/or other data, but does not possess test facilities to make an independent verification. There is no warranty by ICBOEvaluation Service, Inc., express or implied, as to any "Finding" or other matter in the report or as to any product covered by the report This disclaimer includes, but is not limited to, merchantability. Page 1 of 2 Page 2 of 2 TABLE 1—(Continued) ER -2228P For SI: I inch = 25.4 mm, 1 foot = 304.8 mm, l psf= 47.88 Pa, I mph = 1.61 km/h. I Wind uplift design pressures on elements of structures are increased in accordance with Chapter 16, Division 11, of the code. 2Enclosures must have at least one long wall and one additional wall with openings equal to at least.65 percent of the area below a minimum of 6 feet 8 inches of each wall measured from the floor. The required openings may be enclosed with insect screening and/or readily removable transparent or translucent plastic not more than 0.125 inch in thickness. 3Canopies designed for a 60 psf live load may be used as a marquee, provided the marquee complies with Section 3205 of the code. DESIGN LOADS DRAWING NUMBER TYPE MAXIMUM HEIGHT ft. -in. PERMITTED ENCLOSURE Based on horizontal wind calculations Roof Live (or Snow) (psl) Windt (mph) D9503-17 Commercial— 14-0 20 90 Exp. B Attached may be enclosed. Using Beams (40) Freestanding may not be enclosed. D9503-18 Commercial— 14-0 (30) 90 Exp. B and C Attached may be enclosed. Using Beams Freestanding may not be enclosed. D9503-19 Commercial— 14-0 20 90 Exp. C Attached may be enclosed. Using Beams (40) Freestanding may not be enclosed. D9503-20 Commercial— Using Beams 14-0 20 (40) 110 Exp. B Attached may be enclosed. Freestanding may not be enclosed. D9503-21 Commercial— Using Beams 14-0 (30) 110 Exp. B and C Attached may be enclosed. Freestanding may not be enclosed. D9503-22 Commercial— 14-0 20 Exp. C Attached may be enclosed. Using Beams (40) Freestanding may not be enclosed. D9503-23 (Parts details) D9503-24 (Connection details) D9503-25 (Connection details) Residential— 10 May be partially enclosed2. D9503-26 Attached 11-3 (20) 90 (30) 10 70 Exp. C80 D9503-27 Canopies and Marquees; — (20) Exp. B 90 Exp. B _ (30 to 60) D9503-28 Canopies and Marquees3 — 10 (20) 70 Exp. B and C 90 Exp. B — (30 to 40) 10 70 D9503-29 Screen Enclosure 9"0 (30) 80 90 — 110 10 70 Exp. B and C D9503-30 Roof Panels — 20 80 Exp. B 90 Exp. B — (30 to 60) 110 Exp. B and C 10 70 Exp. B and C D9503-31 to Roof Panels — 20 80 Exp. B and C — D9503-34 (30) 90 Exp. B and C (40) 110 Exp. B and C 70 Exp. B and C D9503-35 Roof Panel — — 80 Exp. B and C — Connections 90 Exp. B and C 110 Exp. B and C D9503 -1L Lattice General notes D9503 -2L Lattice Details 10. D9503-31, Lattice 10 (20) 70 Attached may be partially enclosed2. (25) Freestanding may not be enclosed. (30) 10 D9503 -4L Lattice 10 (20) 80 Attached may be partially enclosed2. (25) Freestanding may not be enclosed. (30) 10 D9503 -SL Lattice 10 (20) 90 Attached may be partially enclosed2. (25) Freestanding may not be enclosed. (30) For SI: I inch = 25.4 mm, 1 foot = 304.8 mm, l psf= 47.88 Pa, I mph = 1.61 km/h. I Wind uplift design pressures on elements of structures are increased in accordance with Chapter 16, Division 11, of the code. 2Enclosures must have at least one long wall and one additional wall with openings equal to at least.65 percent of the area below a minimum of 6 feet 8 inches of each wall measured from the floor. The required openings may be enclosed with insect screening and/or readily removable transparent or translucent plastic not more than 0.125 inch in thickness. 3Canopies designed for a 60 psf live load may be used as a marquee, provided the marquee complies with Section 3205 of the code. Bin # City of La Quinta Building & Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking Sheet Permit # L\ Project Address:?J. l3�oiZ� E�UX 172. Owner's Name: Mem UCL A. P. Number: Address: - 4Q(% &0-14 DEA V Legal Description: City, ST, Zip: I -OL H', c A- -2, -)�53 Contractor:i f cc �� efi Telephone: p Y. Address: -7ct - 7 (7 ,7 I>C • Project Description: City, ST, Zip: Ltd c_ A- Qi ; 5 3 I V YN �r V Yt'I —ptra L0 L c - r Telephone: p •� bo- 360- o I 0 ( Y t`' ;�A fT Lu iLe State Lic. # : —7 q 2, 3 '4 City Lic. #: 0 Arch., Engr., Designer: Address: Grading plan City, ST, Zip: Telephone: -1,611,YElectrical Construction Type: Occupancy: State Lic. #: Project type (circle one): New Add'n Alter Repair Demo , Name of Contact Person: Sq. Ft.: 6 (1 # Stories: # Units: Telephone # of Contact Person: —7" - :3 6 o —. o i O i Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Recd TRACKING. PERMIT FEES Plan Sets H.O.A. Approval Plan Check submittedItem t fqld " Amount Structural Calcs. Reviewed, ready for corrections Plan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Energy Calcs. Plans picked up Construction Flood plain plan Plans resubmitted Mechanical Grading plan 2nd Review, ready for correctio /issue -1,611,YElectrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- '" Review, ready for corrections/issue Developer Impact Fee Planning Approval Called Contact Person A.I.P.P. Pub. Wks. Appr Date of permit issue School Fees Total Permit Fees