Loading...
09-1271 (SFD);'A. P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Application Number: ' 09-00001271 Property Address: 81580 BAFFIN AVE APN: 767-200-998-99 -330762- Application description: DWELLING - SINGLE FAMILY DETACHED Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 716379 Applicant: l - • - - - -Architect or Engineer: LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty 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 License No.: 915 36 Date: 7 L9 Contr 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).: (_ 1 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.). (_) 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. , BAP.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: LQPERMIT Owner: MAUREEN D. CASEY Contractor: DBCA INC P.O. BOX 1482 LA QUINTA, CA 92247 (760)393-5271 Lic. No.: 915336 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 3/09/10 is PviAR 0 9 2090 CITY OF LA QUINTA 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 TRAVELERS PROP Policy Number YEUB282D779708 _ 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 become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I s with comply with those ovisions. Date: O Applic� 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 construction, and hereby authorize representatives of this county to enter upon the above-mentioned property for insp n es. r Date: Signature (Applicant or Age '�� Permit . . . MECHANICAL Additional desc . . LQPERMIT Application Number . . . . . 09-00001271 ------ Structure Information 8055 2STORY SFR ----- Other struct info . . . . . CODE EDITION 2007 # BEDROOMS 5.00 FIRE SPRINKLERS NO GARAGE SQ FTG 1487.00 PATIO SQ FTG 2736.00 NUMBER OF UNITS 1.00 1ST FLOOR SQUARE FOOTAGE 6679.00 ---------------------------------------------------------------------------- 2ND FLOOR SQUARE FOOTAGE 1376.00 Permit . . . BUILDING PERMIT -' - Additional desc . . 8055 SF SFD Permit Fee . . . . 2690.50 Plan Check Fee 1748.83 Issue Date . . . . Valuation . . . . 716379 Expiration Date 9/05/10 Qty Unit Charge Per Extension BASE FEE 2039.50 217.00 3.0000 ---------------------------------------------------------------------------- THOU BLDG 500,001-1,000,000 651.00 Permit . . . ELEC-NEW RESIDENTIAL Additional desc . . Permit Fee . . . . 389.19 Plan Check Fee 97.30 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 9/05/10 Qty Unit Charge Per Extension BASE FEE 15.00 8055.00 .0350 ELEC NEW RES - 1 OR 2 FAMILY 281.93 3863.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 77.26 1.00 15.0000 ------------7--------------------------------------------------------------- EA ELEC TEMPORARY POWER POLE 15.00 Permit . . . GRADING PERMIT Additional desc . Permit Fee . . . . 15.00 Plan Check Fee.. .00 Issue Date . . . . Valuation . . 0 Expiration Date . . 9/05/10 Qty Unit Charge Per Extension ---------------------------------------------------------------------------- BASE FEE 15.00 Permit . . . MECHANICAL Additional desc . . LQPERMIT "cy I LQPERMIT Application Number . . . . . 09-00001271 Permit " . . . . . MECHANICAL Extension Permit Fee . . . . 339.50 Plan Check Fee 84"88 Issue Date PLB FIXTURE 228.00 Valuation " . . . 0 Expiration Date 9/05/10 6.0000 EA PLB ROOF DRAIN Qty Unit Charge Per 7.5000 EA Extension 15.00 1.00 BASE FEE 15.00 2.00 9.0000 EA MECH FURNACE <=100K 18.00 6.00 11.0000 EA MECH FURNACE >100K 66.00 2.00 9.0000 EA MECH B/C <=3HP/100K BTU 18.00 6.00 16.5000 EA MECH B/C >3-15HP/>100K-500KBTU 99.00 17.00 6.5000 EA MECH VENT FAN 110.50 2.00 6.5000 EA MECH EXHAUST HOOD 13.00 Permit . . . PLUMBING Additional desc . . Permit Fee . . . . 318.75 Issue Date . . . . Expiration Date . . 9/05/10 Plan Check Fee " . 79.69 Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 15.00 38.00 6.0000 EA PLB FIXTURE 228.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 1.00 6.0000 EA PLB ROOF DRAIN 6.00 2.00 7.5000 EA PLB WATER HEATER/VENT 15.00 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 17.00 .7500 EA PLB GAS PIPE >=5 12.75 1.00 15.0000 EA PLB GAS METER 15.00 ---------------------------------------------------------------------------- Special Notes and Comments 8055 SF 2 -STORY SFD. 6679 SF @ FIRST; 1376 SF @ 2ND;1487 SF GARAGE 2736 SF PATIOS. TYPE V -B CONSTR. R-3 OCC. **PERMIT DOES NOT INCLUDE BLOCK WALLS, FENCES, SWIMMING POOLS, SPA, DRIVEWAY APPROACH and BBQ'S** 2007 CODES. 2008 DIF. ---------------------------------------------------------------------7------ Other Fees . . . . . . . . . ART IN PUBLIC PLACES -RES 1290.95 BLDG STDS ADMIN (SB1473) 29.00 DIF COMMUNITY CENTERS -RES 74.00 DIF CIVIC CENTER - RES 995.00 ENERGY REVIEW FEE 174.88 DIF FIRE PROTECTION -RES 140.00 DIF LIBRARIES - RES 355.00 Application Number . . . . . 09-00001271 - ------------=--------------------------------------------------------------- Other Fees . . . . . . . . . DIF PARK MAINT FAC - RES 22.00 DIF PARKS/REC - RES 892.00 STRONG MOTION (SMI).- RES 71.64 DIF STREET MAINT FAC -RES 67.00 DIF TRANSPORTATION - RES 1930.00 Fee summary Charged Paid Credited -------------------- Due ----------------- Permit Fee Total ---------- 3752.94 ---------- .00 .00 3752.94 Plan Check Total 2010.70 1000.00 .00 1010.70 Other Fee Total 6041.47 .00 .00 6041.47 Grand Total 11805.11 1000.00 .00 10805.11 LQPERNIIT CITY OF LA.QUINTA -'PUBLIC WORKS ° DEPARTMENT GREEN SHEET PUBLIC WORKS CLEARANCE FOR RELEASE OF BUILDING PERMIT Form updated &.effective 9/25/2009. ' Green. Sheet approvals are forwarded to the Building & Safety Department directly by Public Works. Please DO NOT .submit the Green Sheet (Public Works Clearance) Packet to the Public'Works Department until ALL requirements listed . below are complete. Incomplete applications or applications which cannot be processed will. be retumed to applicant. Date: Developer: T ov— Tract No.: Tract Name: Paa1{�.-ter C,C.L Lot No.(s): Address(s): _ X31—SSa �2t�r1 �.�-- Phone Number: ?J( td ) $8d — 12JDZ t The following are the requirements for Public Works Clearance to authorize issuance of a building permit from the ..Building & Safety Department: 1. Attach Pad Elevation Certificates in compliance with the approved design elevation for building pad (maximum allowable deviation of +/- 0.1 foot). Pad Elevation, Certificates must be current (Within 6 months of current date). If a precise grading plan creates the:pad for approval, please withhold greensheet submittal until a Pad.Elevation Certificate can be provided. 2. Attach geotechnical certification of grading plan compliance including .compaction reports from a licensed Soils Engineer. Recently rough graded residential developments. which have a previously approved geotechnical certification are. exempt from this requirement. 3.' Attach recorded final map or title information/grant deed showing proposed building locations are legal lots. 4: Complete the attached <1 acre per lot or infill project Fugitive Dust Control project:information form, PM10 plan &. agreement or provide alternative & valid City approved' PM10 plan set -referencenumber or hard copy plan. PM10 plans for commercial & residential developments (beyond 1 lot) are submitted separately with grading plans & are subject to additional requirements. A current PM10 certification.number is required: 5. Attach a copy .of the rough or precise grading plan to the Public Works Department showing, building location(s) S for pad elevation verification. AO flood zone developments will require, an approved flood plain development plan. 6� 6. Attach supporting documentation for wall. plan, monument sign, grease trap or special facility installations. op NR [��S 7. Complete and: sign. the .attached Water quality management plan (WQMP) exemption form; if applicable. PW approved building construction projects require either a WQMP or a completed WQMP exemption form. Approved maps/plans may be.viewed at thefollowing link:. http://www.la-ciuinta.org/PlanChecklm search.aspx I have reviewed and confirmed- the requirements listed above as presented and find the improvements to be. sufficiently complete for construction of the proposed,buildings/structures/walls/signson the subject lot(s). Pursuant to my findings, the above project may be released for building permit issuance. This section completed by City staff. p . Recommended by: Date: Public Works Distribution: () Green Sheet to Building & Safety ( ) Green Sheet to Planning. Department Dedined for approval for reasons) as follow(s), please correct and res mit: ��i3NriE-NT t. WALis AAA> P►L7,ksrag5 (N 16F -T 54s&rne1 xj Tv -r*& fIVA PRhM -CNF P n A '2 wAu4 AND Pl t h5rC-,es I!J 21.Fr Poe Syo o up�j PRECISE 6-K"ADt/Jt- 0 L4 -N S JACheddists - Fors B ApplicationsWorms & Applications\GREEN SHEET cover & PM10less than 1 Acre Revised 9-25-M.doc HousE OKPC—..310110 City of La Quinta PM10 Fugitive Dust Control- Project Information .Construction Phase PM10 Aareement (<1 acre/lot or Infill Project) 'Pro ect Information Project Contractor:' Project Phase (check one) Construction Construction Demolition Project Name: Iv`�-� ��i•�• Project Tract/Lot Numbers: -2— . Project Street Address: 8. { �$ (t`.� Fi u� • . Total Acres in Active Construction (0 acre per Lot): Anticipated Start Date: 2 /�`1/ 16 Anticipated Completion Date:'f P.M10 Contact Information Please note: Dust control is required 24 hours a day, 7 days a week, regardless of construction status. Person listed below is responsible for dust control during businessand non -business hours. Name: tko cc %S Title: C7,� Company Name: A4 K Mailing, Address: o City, StateZIP: Code: Qu,N7r- A Primary Phone Fax #: 24 Hour Emergency Phone#: Cell Phone M —41ro43 - ----7 c{ - e y Emaii Address: PM.10 Certificate M The above stated property owner (or authorized representative):. ❖ Shall act as his/her acknowledgement of dust control requirements and their enforceability, pursuant to SCAQMD Rules 403,403, 1., 401 402, 201, 2.03 and PERP; ❖. Shalt constitute an Agreement to comply with all project.conditions as identified in the approved dust control 'plan. ; ❖ 'Acknowledges that dust control is required.twenty-four (24):hoursa day, seven (7) .days a week,'throughout the period of project performance, regardless. of project size. or status; ❖ Shall ensure that each and every contractor, subcontractor :and all. other persons associated with the project shall be in continuous -compliance with all requirements of the approved dust control plar*; ❖ Shall take all necessaryprecautions to minimize dust, even if additional measures beyond those. listed in the dust control plan are necessary; Shall authorize representatives of City/County to enter the property for inspection and/or abatement purposes; s•. Shall hold harmless the City/County and its representatives from liability for any actions related to this dust control plan or any City/County-initiated abatement activities. Signore of Property Owner. or Authorized Representative . T:\Checldlsts • Forms B ApplicationsiForms & ApplicationAGREEN SHEET cover B PM10less than 1 Acre Revised 9-25-09.doe Date r— . P.O.-Box 1504 LA QUINTA, CAi.lr•0-RNIA 92247-1504 78-495 C, LLL TAMPICO LA QUIN rA, CALIFOR01A 92253 April 12, 2010 Mr. Scott -Birdwell East of Madison, LLC PO Box 1482 La Quinta, CA 92247 (760) 777-7000 FAX (760) 777-7101 SUBJECT: SPECIFIC PLAN 99-035 AMENDMENT #1: THE MADISON CLUB MINOR MODIFICATION TO DEVELOPMENT STANDARDS: 3RD STORY Dear Mr. Birdwell: The City of La Quinta Planning, Department has received your request for a Minor Modification to the Madison Club Residential Development Standards allowing a third -story element to custom/single-family detached residences. Per Section 6.3.1 (Specific Plan Modifications) of the Madison Club Specific Plan, the Planning Director has determined that the modification is acceptable, subject to the following provisions: 1. The allowance of a third -story element is limited to custom/single-family detached residences within the Madison Club. This modification is not permitted f:or the Madison Club Villas. 2. The third -story area -shall be located within the principle residence with an area not exceeding ten percent (1.0%) of the gross floor area of the existing living area of theyr:inciple residence. 3. The maximum height of the single-family residences, including any third - story areas, shall not exceed the current development standard of 28'. If you have any questions, please feel free to contact me at 760-777-7125. Planning Director W >e Coachella Valley Unified School District 83-733 Avenue 55, Thermal, CA 92274 (760) 398-5909 — Fax (760) 398-1224 This Box For District Use Only DEVELOPER FEES PAID AREA: AMOUNT LEVEL ONE AMOUNT: LEVELTWOAMOUNT: MITIGATION AMOUNT: COMM/IND. AMOUNT: DATE: RECEIPT: CHECK#: INITIALS: CERTIFICATE OF COMPLIANCE (California Education Code 17620) Project Name: Madison ClubDate: August 3, 2010 Owner's Name: McKeever Residence Phone No. Project Address: 81-580 Baffin Ave. LaQuinta, CA 92253 Project Description: APN: 767-680-002 Tract #: Type of Development: Residential XX Total Square Feet of Building Area: Commercial 111 Lot #'s: Industrial Certification of Applicant/Owners: The person signing certifies that the above information is correct and makes this statement under penalty of perjury and further represents that he/she is authorized to sign orj.1 Behalf of the owner/developer. Dated: August 3, 2010 Signature: ****************************************4rT ***************************** SCHOOL DISTRICT'S REQUIREMENTS FOR THE ABOVE PRO HAVE BEEN OR WILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING: (CIRCLE O Education Code 17620 Number of Sq.Ft. Amount per Sq.Ft. Amount Collected Gov. Code 65995 111 $2.97 $ 329.67 Project Agreement Existing Not Subject to Fee Approval Prior to 1/1/87 Requirement Building Permit Application Completed: Yes/No By: Jamie T. Brown, Asst. Supt., Business Services Certificate issued by: Laurie Howard, Secretary HI Signature: NOTICE OF 90 DAY PERIOD FOR PROTEST OF FEES AND STATEMENT OF FEES Section 66020 of the Government Code asserted by Assembly Bill 3081, effective January 1, 1997, requires that this District provide (1) a written notice to the project appellant, at the time of payment of school fees, mitigation payment or other exactions ("Fees"), of the 90 -day period to protest the imposition of these Fees and (2) the amount of the fees. Therefore, in accordance with section 66020 of the Government code and other applicable law, this Notice shall serve to advise you that the 90 -day protest period in regard to such Fees or the validity thereof, commences with the payment of the fees or performance of any other requirements as described in section 66020 of the Government code. Additionally, the amount of the fees imposed is as herein set forth, whether payable at this time or in whole or in part prior to issuance of a Certificate of Occupancy. As in the latter, the 90 days starts on the date hereof. This Certificate of Compliance is valid for thirty (30) days from the date of issuance. Extension will be granted only for good cause, as determined by the School District, and up to three (3) such extensions may be granted. M V:c/mydocs/devlees/cerci (irate oftompliance Corm updated 3-2007 3/9/07 (�'o�fiif�p' •' ��itC� ll R 1 uu�,tcv 0/ �5_W jRJRfN o6YF P.O. BOX 1504 78-495 CALLE TAMPICO APPLICATION ONLY Building Address LA QUINTA, CALIFORNIA 92253 1 9 �V r Iff rem Mailing/� �/ !•/ rL ��[/ Address City l0446 , /A `zip 1 * 19 " 1'0* I & Classif. I Lic. # Arch., Engr., Designer Address � W 're e�9�A 720 70212 City9 e1 Zip Qa� Lic.�/e Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. SIGNATURE DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (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 (commencing 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). ❑ 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 Profes- sions 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 im- provement 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 who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) ❑ 1 am exempt under Sec. B. & P.C. for this reason Date Owner WORKER'S COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company ❑ Copy is filed with the city. O Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation or less). 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 Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT., If, alter making this Certificate of Exemption you should become subject to the workers' Compensation Provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. I certify that 1 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 construction, and hereby authorize representatives of this city to enter the above-mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip WHITE = BUILDING DEPARTMENT BUILDING: TYPE CONST. �7�,OCC. GRP. A.P. Number 7� 69%Z> 0,%Z, Legal Description Project Description 71if0 Sq. Ft. l/ No. No. Dw. Size Stories Units New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ Estimated•Valuation� PERMIT ``ff'' AMOUNT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure TOTAL REMARKS ZONE: BY:_ Minimum Setbacl FINAL DATE_ Issued by: Validated by:_ Validation: YELLOW = APPLICANT Date PINK = FINANCE SLEGACY REPORT ER -2488 Reissued August 1, 1999 ICC Evaluation Service, Inc. Business/Regional Office ■ 5360 Workman Mill Road, Whittier, Califomia 90601 ■ (562) 699-0543 Regional Office ■ 900 Montclair Road, Suite A, Birmingham, Alabama 35213 ■ (205) 599-9800 W W W.ICC-eS.org Regional Office m 4051 West Flossmoor Road, Country Club Hills, Illinois 60478 m (708) 799-2305 Legacy report on the 1997 ICBO Uniform Mechanical Code DIVISION: 15—MECHANICAL Section: 15810—Ducts SPUNSTRAND STANDARD AND INSULATED UNDERSLAB DUCTS SPUNSTRAND INC. 1631 BELMONT AVENUE SUITE 3 SEATTLE, WASHINGTON 98122 1.0 SUBJECT Spunstrand Standard and Insulated Underslab Ducts. 2.0 DESCRIPTION 2.1 General: The standard (noninsulated) duct is constructed with filament - wound, polyester resin -impregnated, continuous fiberglass strands wound over an inner liner of a Underwriters Laboratories Inc. (UL) listed Class I duct liner identified as FB1266 ASJ Foil -Scrim -Craft liner, manufactured by the Compac Corporation, Netcong, New Jersey. Also available is an insulated duct using the same UL listed Class I duct liner. The insulation is identified as 5/e inch thick. Factory Mutual (FM) listed Elfoam brand modified isocyanurate foam, manufactured by the Elliott Company, Indianapolis, Indiana, and having a 1.9-pcf density and a Class I flame -spread classification with a flame -spread index of not more than 25 and a smoke -developed rating of not more than 450, when tested to UBC Standard 8-1. The same filament -wound manufacturing method described above with sandwich -type construction providing fiberglass reinforced plastic on both sides of the insulation is used for the insulated ducts. The ducts are manufactured in 4 -inch through 70 -inch diameters. The 4 -inch through 26 -inch ducts are available in 20 -foot lengths and the larger sizes in 10 -foot lengths. Straight sections of the duct are joined by using a 6 -inch -wide internal sheet metal sleeve of No. 26 gage to No. 22 gage (0.0187 inch to 0.0296 inch thick) galvanized steel, depending upon the duct size. The sleeve is first screw -attached to one section of pipe to be joined using no fewer than three equally spaced sheet metal screws for ducts through 12 -inch diameter, five screws for ducts 26 -inch through 36 -inch diameter and sixteen screws for ducts larger than 36 inches. A bead of Presstite'No. 579.6 Waterproof Mastic is applied around the circumference at the end of the duct. The adjacent section of duct is slipped over the sleeve and pressed tightly against the mastic, forming a waterproof seal. Sheet metal screws then secure the second section of duct to the sleeve. Finally, the joint is wrapped with Nashua Type 357 duct closure tape. As an alternate to the Nashua 357 duct tape, a single wrap of 4 -inch -wide Polyken 260 Foilastic tape with P- 29 primer provided by Spunstrand Inc. may be used. Standard fittings similarly constructed, such as ells, wyes, tees, crosses, branches concentric and eccentric reducers are available. Attachment procedures of these fittings are similar to those for straight sections. Trenches are dug for the duct on the desired locations, allowing for cover around the duct for a minimum of 4 inches of pea gravel or other select fill material approved by the building official. After all joint connections are made as described above and the duct system is lowered into position, backfilling is completed and the concrete slab is poured on top. The top of the duct should be a minimum of 2'/2 inches and a maximum of 5 feet below the concrete slab. The ducts are designed for use in systems with a maximum rated positive pressure equivalent to 10 -inch water column, a maximum rated negative pressure of 4.8 -inch water column and a maximum velocity of 2,500 feet per minute. Additional details are given in Table 1. 2.2 Identification: Each length of duct, including the fittings, is identified by a label which includes the manufacturer's name and address, the evaluation report number (ICBG ES ER -2488), maximum positive and negative pressures, rated velocity, operating temperature and the name of the inspection agency. 3.0 EVIDENCE SUBMITTED Reports of load tests and tests conducted in accordance with applicable portions of UL Standard 181, calculations, installation instructions and a quality control manual. 4.0 FINDINGS That the Spunstrand Underslab Ducts described in this report comply with the 1997 ICBO Uniform Mechanical CodeTM for use in comfort heating, cooling and ventilation systems, subject to the following conditions: 4.1 The ducts are fabricated, identified and installed in accordance with this report, Chapter 6 of the ICBO Uniform Mechanical Code and the manufacturer's instructions. 4.2 The ducts are recognized only for below -grade installations as set forth in this report. 4.3 The ducts are manufactured at the Spunstrand Inc. plant located in Wallace, Idaho, under a quality control program with follow-up inspections by RADCO (NER-QA204). This report is subject to re-examination in two years. ICC -ES legacy reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by /CC Evaluation Service, Inc., express or implied, as to t any finding or other matter in this report, or as to any product covered by the report. Copyright © 2005 Page 1 of 2 r Page 2 of 2 TABLE 1-SPUNSTRAND UNDERSLAB AIR DUCT PHYSICAL DATA' ER -2488 NOMINAL INSIDE DIAMETERS (inches) STANDARD DUCT -NO INSULATION Wall Construction Approx. Weight No. of Plies Nom. Wall (lbs /ft) Thickness (inch) Inner Wall No. of Plies Nom. Wall Thickness (inch) INSULATED DUCT' Outer Wall No. of Plies Nom. Wall Thickness (inch) Approx. Weight (Ibs./ft.) 4 3 0.0675 0.9 2 0.0450 3 0.0675 1.5 5 1.1 „ 1.8 6 „ 1.2 „ 2.2 7 1.4 2.6 8 1.6 3.0 9 1.7 3.4 10 1.9 3.7 12 2.2 4.9 14 2.5 5.3 16 4 0.0900 3.8 5.9 18 4.2 6.7 20 4.6 7.5 22 5 0.1125 6.2 8.2 24 6.7 3 0.0675 4 0.0900 10.6 26 7.2 11.7 28 6 0.1350 9.2 12.5 30 9.8 13.3 32 10.5 14.4 36 8 0.1800 15.6 4 0.0900 17.7 42 9 0.2025 20.3 20.4 48 10 0.2250 25.5 23.3 54 12 0.2700 31.6 5 0.1125 32.7 60 13 0.2925 37.8 6 0.1350 40.3 70 15 0.3375 57.3 5 0.1125 9 0.2025 65.9 'Products are for installation in Class 3 soil as noted in Table 18-1-A of the Uniform Building Code at a maximum burial depth of 5 feet from the top of the duct. 'Thickness shown does not include the 5/, -inch -thick foam core. PROP. Z6' GOLF SO EASEMENT PROP. GOLF SD �- PER GOLF SD PIAN CG1 fS PCC l•` AL3+00 .. -_ _ i C6 1, p45 pR 3 FS Ct } 97TO ' f rc R - - - - -_77.0-- ; `- •78 _ — — _ - - -- '—fPAOP.._ SO J' PER PHASE:. 2 1 1 SO PLANS-- .109 IANS•.109 w. cv­ ot aep QIA& P.O. Box 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLS TAMPICO (760) 777-7000 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7101 February 24, 2010 Mr. Frank Stolz South Coast Architects, Inc. 13 Corporate Plaza, Suite 210 Newport Beach, CA 92660 Subject: Minor Adjustment 2010-619 81-580 Baffin Avenue Dear Mr. Stolz: This letter is to serve as the Planning Department's determination regarding your Minor Adjustment application, pursuant to Section 9.210.040 of the City of La Quinta Zoning Code. Request: Allow a 10% adjustment to increase the height of the subject residential structure from 28 feet to 30 feet 9 inches, as shown on the attached plans. Condition: 1. A building permit shall be obtained from the Building & Safety Department prior to construction. 2. The height of the residential structure shall not exceed 30 feet 9 inches. 3. The proposed addition shall comply with all other development standards as required under the Madison Club Specific Plan and the La Quinta Zoning Code. Decision: Approval is granted for the requested adjustment subject to the above listed ,three conditions and based on the following findings: i0 • Minor Adjustment 2010-619 is consistent with the La Quinta General Plan, in that the height proposed does not alter the approved land use for the property, or affected land use on surrounding similar properties. • Minor Adjustment 2010-619 is consistent with the intent of the La Quinta Zoning Code, in that the requested adjustment will be conditioned to comply with ail other development standards as required under said Zoning Code and the Madison Club Specific Plan. • Processing and approval of Minor Adjustment 2010-619 is in compliance with the California Environmental Quality Act. The adjustment requested falls under .CEQA Guidelines Section 15305(a) as a Class 5 Categorical Exemption, which includes minor. setback and parcel adjustments. • Approval of Minor Adjustment 2010-619 is not detrimental to the public health, safety and general welfare, nor injurious or incompatible with other properties and land .use in the vicinity. The adjustment has no impact on health or safety issues, and will not affect physical land use characteristics 'in the vicinity. • A records search indicates that there have not been any Minor Adjustments granted for this property. Please be advised that the City only approves one Minor Adjustment per lot regardless of the percentage of the development standard adjusted. Furthermore, this approval relates only to allowance of the reduction as stated above, and does not imply any entitlement or approval of a building permit for any structures shown on the plans on file. All other development standards of the La Quinta Zoning Code and the Madison Club Specific Plan are applicable and shall be adhered to in preparing plans for building plan check. If you have any additional questions, please contact me at 760-777-7125. Sincerely, j✓00 David Sawyer Planning Manager Attachment Nq: B: uilding_&-Safety; Department PER 10% OF A .i AAAYILAUW RIM r �C� 006 00 . . . . . . .... Mar 05 10 12:18p r - Brook Marshall 760-345-9758 P.1 p1 0 v THE:.-' MAR - 5 2010 MADISON CLUB CITY OF U-7 INT AND SAFE March 5, 2010 Mr, Frank Stolz RE: McKeever/Lot 99B at 81580 Baffin Avenue Dear Mr. Stolz: The Madison Club Design Review Committee is recommending the release of the Building Permit for Lot 99B subject to the Final Architectural submittal and field mock-ups being approved. The committee does not find the remaining items to be such that the Building Permit should be restricted as the majority of the items are detail related and final clarification is not ultimately needed until later in the construction process. Thank you for your continued support of the community. Please contact Brook Marshall at (760) 219-8057 with any questions. Sincerely, Madison Club Design Review Committee cc: City of La Quinta DRC File 52120 M Ei1 WP.THER WAT. LA Qu11vrA, CA 92253 TEL 760 391-4500 F- 760391-45.99 `W Sladden Engineering 77-725 Enfield Lane, Sufte 100, Palm Desert, CA 92211 (760) 772.3893 Fax (760) 772-3895 6782 Stanton Avenue, Suite A, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 800 E. Florida Avenue, Hemet, 92543 (951) 766-$777 Fax (951) 766-8778 November 16, 2009 South Coast Architects, Inc. 13 Corporate Plaza, Suite 210 Newport Beach, California 92660 Subject: Geotechnical Update Project: 81-580 Baffin Avenue — Lot 998 The Madison Club La Quinta, California Project No. 544-09179 09-11-283 .Ref: Geotechnical Investigation Report prepared by Sladden Engineering dated January 28,2005; Project No. 544-4810, Report No. 05-01-101 Report of 'Testing and Observation during Rough Grading prepared by Sladdcn Engineering dated March 2, 2006; Project No. 522-4810; Report No. 06-02-120 As requested, we have reviewed the above referenced geotechnical reports as they relate to the design and construction of the proposed custom residence. The project site is located at 81-580 Baffin Avenue — I.,ot 99B within the. Madison Club development in the City of La - Quinta, California. Tt is our understanding that the proposed residential structure will be of relatively lightweight wood -frame construction and will be supported by conventional shallow spread footings and concrete slabs on grade. The lot was previously graded during the initial rough grading of the Madison Club project site. The rough grading included overexeavation and recompaction of the native surface soil along with the placement of engineered fill material to construct the building pad. The site grading is sununarized in the referenced Report of Testing and Observation during Rough Grading along with the compaction test results. The referenced reports include recommendations pertaining to the construction of residential structure foundations. The previous reports also address the potential for liquefaction, subsidence and differential settlement. The remedial grading performed was intended to mitigate potential differential settlements. Based upon our review of the referenced reports, it is our opinion that the structural values included in these reports remain applicable for the design and construction of the proposed residential structure foundations. November 16, 2009 -2- Project No. 54409179 09-11-283 Because the lot has been previously rough graded, the remedial grading required at this time should be minimal provided that the building falls within the previously assumed building envelope. The building area should be cleared of surface vegetation, scarified and moisture conditioned prior to precise grading. The exposed surface should be compacted to a minimum of 90 percent relative compaction is attained prior to fill placement. Any fill material should be placed in thin lifts at near optimum moisture content and compacted to at least 90 percent relative compaction. The allowable bearing pressures recommended in the grading report prepared by Sladden Engineering remain applicable. Conventional shallow spread footings should be bottomed into properly compacted fill material a minimum of 12 inches below lowest adjacent grade. Continuous footings should be at least 12 inches wide and isolated pad footings should be at least 2 feet wide. Continuous footings and isolated .pad footings should be designed utilizing allowable bearing pressures of 1.500 psf and 2000 psf, respectively. An allowable increase of 300 psf for each additional 1. foot of width and 300 psf for each additional 6 inches of depth may be utilized if desired. The maximum allowable bearing pressure should be 3000 psf. The recommended allowable bearing pressures may be increased by one-third for wind and seismic loading. Lateral forces may be resisted by friction along the base of the foundations and passive resistance along the sides of the footings. A friction coefficient of 0.48 times the normal dead load forces is recommended for use in design. Passive resistance may be estimated using an equivalent fluid weight of 300 pcf. if used in combination with the passive resistance, the frictional resistance should be reduced by one third to 0.33 times the normal dead load forces. The bearing .soils are non -expansive and fall within the "very low" expansion category in accordance with the 2007 (CBC)) classification criteria. Pertinent 2007 CBC Seismic Design parameters are summarized on the following page. Based on our field observations and understanding of local geologic conditions, the soil profile type judged applicable to this site is SD, generally described as stiff soil. The site is located within UHC Seismic Zone 4. The following presents additional coefficients and factors relevant to seismic mitigation for new construction upon adoption of the 2007 California Building Code The seismic design category for astructure may be determined in accordance with Section 1613 of the 2007 CBC or ASCE7. According to the 2007 CBC, Site Class D may be used to estimate design seismic loading for the proposed structures. The period of the structures should be less than 1h second. This assumption should be verified by the project structural engineer. The 2007 CBC Seismic Design Parameters are summarized on the following page. Sladden Engineering November 16, 2009 Occupancy Category (Table 1604.5): Ir Site Gass (Table 1613.5.5): D Ss (Figure 167.3,5.7):1,500g S1(Figure 1613.5.1): 0.600g Fa (Table 1613.5.3(1)):1.0 Fv (Table 1613.5.3(2)):4.5 Sms (Equation 16-37 (Fa X Ssl):1.500g Sm1(Equation 16-38 (Fv X S11): 1.900g SDS (Equation 1.6-39 (2/3 X Sms)): L000g SD1(Equation 1640 (2/3 X Smt(): 0.6008 Seismic Design Category: D -3- Project No. 544-09179 09-11-283 We appreciate the opportunity to provide service to you on this project, if you have any questions regarding this letter or the referenced reports please contact the undersigned. Respectfully submitted, SLADDEN ENGINEERING Brett L. Anders't6l Principal Engineer "P, C_5389 K Ezp, 90.2010 SER/gl ��qlc _ CIVI jl Copies: -4/South Coast Architects, Inc. Sladden Engineering