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13-1674 (SFD)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: 13-00001674 I+ Property Address: 78441 DEACON DR W APN: 770-210-017- - - Application description: DWELLING - SINGLE FAMILY Property Zoning: LOW DENSITY RESIDENTIAL Application valuation: 389937 dy 4 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT Owner: SUN VISTA P.O. BOX 1144 DETACHED LA QUINTA, CA 92253 Zplicant: Architect or Engineer: Lic. No.: OOR SQUARE FOOT ------------------ 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 P fessionals Code, andAy License is in full force and effect. Licien�s9e Cla o . 1 Date Z _ — Contractor: O ILDER DECLA ION' I hereby affirm under penalty of perjury that I am exempt from the Contr ctor'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 _ 1 1, 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.). (_) 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: LQPERMIT •VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 4/01/14 Contractor: ! l SUN VISTA DEVELOPMENT CORP j A0p P.O. BOX 1144 a LA QUINTA, CA 92247 (760) 771-4722 i Cdr%{Gq Lic. No.: 744091 `'�a74i?• �!!1 ----------------------------------------------- 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. av he 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 STATE FUND Policy Number 903738514 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 ' [may 3700 of the Labor Code, I all f hwith comply h rovisions. Date:� -�� / � Applican' WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COV GE 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 ahy 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 buildi g construction, and hereby authorize representatives of th' y,.to enter pon the above-mentioned_for 'gip cti n_purposes.— Date: Signature (Applicant or Agentl' . — — LQPERMIT Application Number . . . . . 13-00001674 Permit . . . BUILDING 2013 Additional desc . - Permit Fee . . . . 679.83 Plan Check Fee 00 Issue Date . . . . Valuation 389937 Expiration Date .9/28/14 Qty Unit Charge Per Extension BASE FEE 573.43 190.00 =------------------------------------------------------------- .5600 THOU BLDG $200,001-$1M 106.40 ------- Permit . . . ELECTRICAL 2013 Additional desc . . Permit Fee . . . . 263.13 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 9/28/14 Qty Unit Charge Per Extension 1.00 23.8300 LS ELEC FIXTURES, FIRST 20 23.83 1.00 23.8300 EA ELEC SERVICES 23.83 1.00 23.8300 EA ELEC TEMP POWER POLES 23.83 1.00 143.0000 LS ELEC NEW RES, FIRST 1 KSF 143.00 4.00 --------------------------------------------- 12'.1600 EA ELEC NEW RES, ADD'L 1 KSF ------------------------------- 48.64 Permit . . . MECHANICAL 2013 Additional desc . Permit Fee . . . . 429.04 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date 9/28/14 Qty Unit Charge Per Extension 4.00 35.7500 EA MECH FURNACE 143.00 4.00 35.7500 EA MECH CONDENSER/COMP 143.00 11.00 11.9200 EA MECH VENT FAN 131.12 1.00 ---------------------------------------------------------------------------- 11.9200 EA MECH EXHAUST HOOD 11.92 Permit . . . PLUMBING 2013 Additional desc . Permit Fee . . . . 369.51 Plan Check Fee .00 Issue Date . . . . Valuation . . . . 0 Expiration Date 9/28/14 Qty' Unit Charge Per Extension 25.00 11.9200 EA PLBG FIXTURE/TRAP 298.00 1.00 11.9200 EA PLBG BUILDING SEWER 11.92 Application Number . . . . . 13-00001674 Permit . . . . . . PLUMBING 2013 Qty Unit Charge Per Extension 2.00 11.9200 EA PLBG WATER HEATER/VENT 23.84 1.00 35.7500 LS PLBG GAS SYS, 5+ OUTLETS 35.75 ---------------------------------------------------------------------------- Special Notes and Comments 4419 SF WITH 575 SF PATIO AND 832 SF GARAGE. HOME IS FIRE SPRINKLED PER 2010 CRC CODES. THIS PERMIT DOES NOT INCLUDE POOL SPA, BLOCKWALLS OR DRIVEWAY APPROACH, BBQ, FIRE -PIT OR WATER FEATURES. January 27, 2014 12:38:51 PM JJOHNSON. ---------------------------------------------------------------------------- Other Fees . . . . . . . . . ART IN PUBLIC PLACES -RES 474.84 BLDG STDS ADMIN (SB1473) 16.00 DIF COMMUNITY CENTERS -RES 129.00 DIF CIVIC CENTER - RES 942.00 DIF FIRE PROTECTION -RES 433.00 DIF LIBRARIES - RES 344.00 MULTI -SPECIES (MSHCP) FEE 1278.00 PLAN CHECK, ELECTRICAL 95.83 DIF.PARK MAINT FAC - RES 40.00 PLAN CHECK, MECHANICAL 247.88 PLAN CHECK, SFD GRADING 143.00 PLAN CHECK, PLUMBING 348.05 DIF PARKS/REC - RES 2048.00 BLDG PC 200K -1M 1456.72 STRONG MOTION (SMI) - RES 38.99 TUMF: RESIDENTIAL 1837.44 DIF STREET MAINT FAC -RES 116.00 DIF TRANSPORTATION - RES 2842.00 Fee summary Charged --------------------------- Paid Credited ------------------------------ Due Permit Fee Total 1741.51 200.00 .00 1541.51 Plan Check Total .00 .00 .00 .00 Other Fee Total 12830.75 1300.00 .00 11530.75 Grand Total 14572.26 1500.00 .00 13072.26 LQPERMIT 13--104 TWT 4 4 a" P.O. BOX 1504 APPLICATION ONLY Building _7 �JAl/ / 78 495 CALLE TAMPICO Address �] / �a�� QUINTA, CALIFORNIA 92253 uwner , v (O BUILDING: TYPE 7C—O7NST.5OCC. GRP. Mailing O �ax //� A.P. Number / / — 21 (� Address �J / City Zi��a � ^ e��l ��/ r �7�Z Legal Description 51012- LlISTDH" Co tel v�/) / J z g 6/l Contrac�r Project Description �T� Addre Citp Tel. lZiZ,72—Y7Y'7z�,O)1 972 State Lic. City Sq. Ft. yLl No.No. Dw. & Classif. '71.111 09 / Lic. # Size !! Stories Units Arch., Engr., New Add ❑ Alter ❑ Repair ❑ o ❑ Designer )r4J)A Qac AA.- rS 12-700 LICENSED CONTRACTOR'S DECLARATION I hereby affirm at I a licensed under pro isions of Chapter 9 (commencing with Section 7000) of D1, of a Bu 'ness and ode, d my license is in full force and effect. SIGNATURE- DATE OWNER -BUILDER DEC RATION 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). 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 Profes- sions Code: The Contractor's License Law does not apply to an owner of property who builds ort mproves 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 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. ❑ 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 empoy any person in any manner so as to become subject to Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT..- If, after 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. 1 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 city to enter the above-mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip WHITE = BUILDING DEPARTMENT Estimated Valuation PERMIT Plan Chk. Dep. I✓ Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. r g Infrastructure REMARKS AMOUNT ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side Street Setback from Center Line Side Setback from Property Line FINAL DATE Issued by: Validated by: Validation: INSPECTOR Date Permit 'S- YELLOW = APPLICANT PINK = FINANCE Date 4/11/14 No. 32056 Owner Sun Vista Dev. Address City Zip Tract # Type Single Family Residence CERTIFICATE OF COMPLIANCE Desert Sands Unified School District 47950 Dune Palms Road La Quinta, CA 92253 (760) 771-8515 APN # Jurisdiction Permit # No. of Units 4eIFZ �� k Q BERMUDA OUNES C/1 RANCHO MIRAGE d �J INDIAN WELLS or PALM OESERT LA QUINTA ��' �QIN0 y0 770-210-017 La Quinta 1 Lot # No. Street S.F. Lot # No. Street S.F. Unit 1 78441 Deacon Drive West 4419 Unit 6 Unit 2 Unit 7 Unit 3 Unit 8 Unit 4 Unit 9 Unit 5 Unit 10 Comments At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile homes. It has been determined that the above-named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $3.20 X 4,419 S.F. or $14,140.80 have been paid for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued. Fees Paid By CC/1 st Bank - Bill Leddy Check No. 1132163 Bank Name/Recipient of Certificate Telephone Funding Residential By Dr. Gary Rutherford Superintendent Fee collected /exemptd bySha Signature = Z Payment Recd - $0.00 's= $14,140.80 'Ove'' der NOTICE: Purshant to Government Code Secti n 66020(d)(1), this will fele to notify you that the 90 -day approval period in which you may protest the fees or other payment identified above will begin to &knfrqm the date on w is the building or installation permit for this project is issued, or from the date on which those amounts are paid to the District(s) or to another public entn authorized to collect them on the District('s) behalf, whichever is earlier. NOTICE: This Document NOT VALID without embossed seal Embossed Original - Building Department Applicant Copy - Applicant/Receipt Copy - Accounting RECORDINMiUJE Lawyers T WREN REC1E �.. .� V.GDT AND TAX STATEMENTS TO: Thomas 1. Haacker CITY r' QUINTA COMMUNITY DEVELOPMENT APN: 770-210-017 Escrow No: PDL12031-LT139-CM Title No:t4 3(aq-'; qC) GRANT DEED THE UNDERSIGNED GRANTOR(S) DECLARE(S) DOCUMENTARY TRANSFER TAX IS $385.00 D computed on full value of property conveyed 0 City of La Quinta DOC # 2013-0532967 11/08/2013 12:36 PM Fees: $18.00 Page 1 of 2 Doc T Tax Paid Recorded in Official Records County of Riverside Larry W. Ward Assessor, County Clerk & Recorder "'This document was electronically submitted to the County of Riverside for recording— Receipted by: AGONZALEZ Space above this line for Recorder's use FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Kenneth F. Yontz, Trustee of The Kenneth F. Yontz 1996 Trust Executed December 18,1996 hereby GRANT(S) to Thomas J. Haacker , AN UNNARRUM HM the following described real property in the City of La Quinta County of Riverside, State of CALIFORNIA: For legal description of the real property herein, see Exhibit A attached hereto and made a part hereof. Commonly known as: 78441 Deacon Drive West - Lot 3 , La Quinta, CA 92253 Dated: October 30, 2013 STATE OF CALIFORNIA COUNTY OF $.IMSIDE }ss: On OCTOBER 31, 2013 , before me, CARIN L. MOON , a Notary Public, (here insert name and title of the officer) personally appeared IUMMTH F. YONTZ who proved to me on the basis of satisfactory evidence to be the person(sj whose name'W1)(9/are subscribed to thp within instrument and acknowledged to me that tie)she/they executed the same in her/their thorized capacity(ie�, and that by her/their signature(?) on the instrument the person(n, or the entity upon behalf of which the person( acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of ' C ornia that the foregoing paragraph is true and corre WITNESS my and nd official seal. Signature — , 7 The Kenneth F. Yontz 1996 Trust Executed December 1996 -14 ;;�Z7 By: WenAeth F ontz, ustee CARIN L. MOON eul�Commission # 1910901Notary Public - California zz z Riverside County v V. My Comm. Expires Nov 19, 2014 (This area for notary stamp) MAIL TAX STATEMENTS AS DIRECTED ABOVE DOC #2013-0532967 Page 2 of 2 11/08/2013 12:36 PM Exhibit A THE LAND REFERRED TO HEREIN IS SITUATED IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: LOT 3, TRACT NO. 28611, IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN APRIL 11, 1998, IN BOOK 269, PAGES 12 THROUGH 17, INCLUSIVE OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. ASSESSOR'S PARCEL NUMBER: 770-210-017-3 April 7, 2014 Mr. Thomas Haacker RE: Lot 3, Tract 28611 at 78441 Deacon Drive West Construction Document#2Nariance Request Dear Mr. Haacker: This correspondence shall serve as notification from The Architectural Design Review Committee ("ADRC") that your revised Construction Document submittal and Variance Request were reviewed at the April 3, 2014 Meeting. The project has been conditionally approved and construction may begin at the lot after a Building Permit has been issued and a Pre-Construction Meeting is held at the lot. However, the following stipulations must be addressed prior to your request for Setback Observation. 1. The Variance Request for the front yard encroachment has been sent to the Board of Directors for consideration. The committee is recommending approval of the request as there is no impact to the neighboring lots or community. 2. The lot coverage calculations are being approved as submitted; however, all future submittals should be measured to the outside face of the walls. 3. There are four fire elements which are flanked by palm trees and set back from the rear property line. These elements are being approved as designed. Please note that these fire elements cannot be located any closer to the rear or side yard property lines. 4. The light fixture cut sheet is approved as submitted subject to seeded glass being utilized. 5. The gas meter location is not indicated on all plan sheets. The gas meter must be located behind walls as well as all other service meters and panels. 6. All lawn extensions are subject to golf club approval. As a courtesy note, the grade at the east side of the back of the lot appears to drop off and the lawn may not be visible form inside the home. 7. Please consider extending the pavers all the way to the trash area to facilitate access. r 8. The grading plan submitted does not appear to reflect the flatwork or house layers. Only the lot and the details are indicated. Please submit revised plans indicating all of the proper information for the ADRC files. 9. The lighting layout appears acceptable; however, the light support detail should be revised to be more substantial as the ground spike is not always substantial enough to support path light over the course of several years. Please contact Brook Marshall at 760-219-8057 or by email at DRCFacilitator@gmail.com with any questions regarding this submittal. ARCHITECTURAL AND DESIGN REVIEW COMMITTEE By: Title: Date: cc: Sun Vista Helton DeFord Ty Broadhead ADRC File Pursuant to Cal. Civil Code, any rejection by the ADRC may be appealed to the Board of Directors for the.Association. If you wish to pursue an appeal, please contact the Association's property manager so that you nary be put on the next meeting agenda. South Coast Air Quality Management District 21865 Copley Drive, Diamond Bar. CA 917654182 (909) 396.2000 • www.sgmd.gov X?,=z7rjW- AQMD Fact Sheet (Aprfl 2008) Background AQMD has developed the Healthy Hearths initiative to reduce smoke from fireplaces and woodstoves, which is a significant source of air pollution. The smoke contains gases and tiny particles known as PM 2.5 which stands for "particulate matter less than 2.5 microns in diameter." These particles are so small that the body's natural defense mechanisms can't keep them from entering deep into the lungs where they can harm us by reducing lung f =tion, making bronchitis and other lung conditions worse, and triggering asthma and heart attacks. Pollutants from fireplaces and stoves can also cause indoor air quality problems. Additionally, incomplete combustion of wood can produce toxic air pollutants, such as polycyclic aromatic hydrocarbons (PAHs). Because this area does not meet State and federal health -based air quality standards, and other air districts in California have adopted programs similar to Healthy Hearths. AQMD was required to adopt a wood burning rule. Rule Suauoary AQMD's .Rule 445 -Wood Burning Devices is applicable to the South Coast. Air Basin portion of the South. Coast Air Quality Management District and is not applicable to the Coachella Valley. AQMD Rule 445 was adopted on March 7, 2008 and includes the following hey. components: • On or after March 9,2009: ✓ no permanently installed indoor or outdoor wood burning device can be installed in new developments (open hearth fireplaces with a gas log set or other design feature that precludes wood burning are acceptable). • On or after September 8, 2008: _ ✓ a permanently installed indoor or outdoor wood burning device can only be sold or installed in existing homes or businesses if it is one of these cleaner burning options: + U.S. BPA Phase 11 -certified f&place insert or nova; 4 Pellet-fimled wood burning heater, 4, Masonry heater (not an open hearth wood burning fireplace); or 4 Dedicated gascous-fueled fireplace. (Continued on next page) RECEI\/I:DV,a MAR 17 2014 CITY OF LA QUINTA COMMUNITY DEVELOPMENT South Coast AirQ tY g uali Mans ement District * 21865 Copley Drive, Diamond Bar. CA 917654182 (909) 396-2000 • www.agmd.gov AQMD Fact Sheet (Apra 20t18) • Currently. ✓ can not burn anything not intended as fuel (e.g., trash) in a wood burning device. ✓ commercial firewood facilities may only sell seasoned gess than 20 percent moisture content) firewood fiom July 1 through the end of February each year. • Beginning in November 1, 2011 Of necessary to meet air quality goals): ✓ establishes a mandatory wood burning curtailment program on high pollution days during November through February. Would apply to specific areas where PM2.5 levels are forecast to exceed 35 micrograms per cubic meter (federal 24- hour standard). Based on current air quality conditions, there may be 10 to 25 mandatory cuurtaftent days in specific areas, but as air quality improves there may be fewer or no curtailment days. Exemptions • Wood burning cookstoves aro exempt from this regulation. • New developments above 3,000 feat in elevation may install a wood burning device If it is a cleaner unit as listed in the rule for existing developments [refer to paragraph (d)(2) in Rule 445 — Wood Burning Devices]. • New developments, above or below 3,000 feet in elevation that do not have access to natural gas within 150 feet of the property line may install a wood burning device If it is a cleaner unit as listed in the rule Wer to paragraph (d)(2) in We 445 - Wood Burning Devices]. • If mandatory wood burning curtailments are issued on high pollution days in_2011,. _ households where wood is the sole source of heat, or low income households, or households with no natural gas service will be exempt, as will the use of ceremonial funs. Incentives AQMD plana an incentive program in fall 2008 to encourage residents to permanently install clean -burning gas log seta in their open-hearth fireplaces. Check www.aomd.aov in summer 2008 for more information. ?y MAR 17 2014 CITY OF LA QUINTA -- SUmmlt Structural En�mrr�DE„ELOPMENT PO BOX 2618 902 Baycolt Way McCall, ID 83638 (208) 634-8148 Fax (208) 634-6395 March 9, 2014 Foxworth Galbraith Lumber 10527 Frontage Road Yuma, AZ 86365 Attn: Danny Armor Subject: Roof Truss Shop Drawings and Calculations Lot 3, The Tradition 78-441 Deacon Drive West La Quinta, CA Dear Truss Designer, The roof truss drawings by Foxworth Galbraith for the subject project were received by our office on March 6, 2014, and is approved. The submittal has been reviewed for general conformance to the design concept of the project structural plans. The fabrication processes, techniques of construction, dimensions, and quantities are not a part of this review. Since the shop drawings were reviewed only for general conformance with the structural plans, unless variations -from" 'the 'Structural -pla- s Piave been, clearly indicated, we may not have listed them. Our review of these drawings does not relieve the truss engineer and the framing contractor from complying with the structural plans. Yours truly, SUMMIT STRUCTURAL ENGINEERING Benjamin Herbst, P.E. BH c:\2014jobfiles\SV-456\456—truss � OF LA QUINTA IILDING & SAFETY DEPT. APPROVED FOR CONSTROCTION DATE 4JA— BY. Residential, Commercial, Industrial, Land Development Y.yl. 11 SIadden Engineering 45090 Golf Center Parkway. Suite F, Indio, CA 92-101 (760) 863-0713 Fay (760) 863-0847 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, CA 92543 (951) 766-8777 Fax (951) 766-8778 February 25, 2014 Sun Vista Development Corporation P.O. Box 1144 La Quinta, California 92247 Project: Custom Residence 78-441 Deacon Drive West Tradition Golf Club — Lot 3 La Quinta, California Subject: Foundation and Grading Plan Review Project No. 54414044 14-02-078 Ref: Geotechnical Update prepared by Sladden Engineering dated February 20, 2014; Project No..544-14043, Report No. 14-02-073 As requested, we have reviewed the Precise Grading Plans prepared by Essi Engineering along with the Foundation Plans and Details prepared by Summit Structural Engineering. The plans reviewed were prepared for the proposed custom residence to be constructed at 78441. Deacon Drive West within the Tradition Golf Club development in the City of La Quinta, California. Based on our review, it is our opinion that the recommendations provided in the above referenced Geotechnical Update and the previous geotechnical reports have been properly incorporated into these plans. If you have questions regarding this memo or the above referenced report, please contact the undersigned. Respectfully submitted, SLADDEN ENGINEERING 31P rl I L Brett L. Anderson Principal En ineer EXP 9/30/14 P g CIVIL ENGINEERING Letter/gvm Copies: 41 Sun Vista Development Corporation RE`Eru"' MAR 17 2014 CITY OF LA QUINTA mMMUNM DEVELOPMENT CITY OF LA Q UINTA BUILDINC-1 & SAFETY DEPT - AP P Fko\JF® FOR CONSTRUCTION Sladden Engineering 45090 Golf Center Parkway, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 863-0847 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, CA 92543 (951) 766-8777 Fax (951) 766-8778 February 25, 2014 Sun Vista Development Corporation P.O. Box 1144 . La Quinta, California 92247 Subject: Geotechnical Update Project: Custom Residence 78-441 Deacon Drive West Tradition Golf Club — Lot 3 La Quinta, Califon -da Project No. 544-14044 14-02-077 Ref: Report of Testing and Observation During Rough Grading prepared by Sladden Engineering dated July 30,1997; Project No. 522-6138G1 Geotechnical Update report prepared by Sladden Engineering dated December 12, 1996, Project No. 444-6130 As requested, we have reviewed the referenced geotechnical reports as they relate to the design and construction of the proposed custom residence. The project site is located at 78-441 Deacon Drive West within The Tradition Golf Club development in the City of La Quinta, California. It 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 Tradition Golf Club project site. The rough grading included over excavation and/or recompaction of the native surface soil along with the placement of engineered fill material to construct the building pads. The site grading is summarized in the referenced grading report along with the compaction test results. The referenced reports include recommendations pertaining to the design and construction of residential structure foundations. 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. R4e 5-.. A1 4. V E MAR 17 2014 CITY Or LA QUINTA COMMUNITY DEVELOPMENT QITY Off= � (�UiNTA BUILDING &SAFETY DEPT. APPRoVED FOR CON DATE February 25, 2014 -2- Project No. 544-14044 14-02-077 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 1800 psf and 2000 psf, respectively. Allowable increase of 200 psf for each additional 1 foot of width and 250 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. Increases in allowable bearing pressures may be realized with increased footing size. Resistance to lateral loads can be provided by a combination of friction acting at the base of the slabs or foundations and passive earth pressure along the sides of the foundations. A coefficient of friction of 0.48 between soil and concrete may be used with dead load forces only. A passive earth pressure of 300 pounds per square foot, per foot of depth, may be used for the sides of footings, which are placed against properly compacted native soils. The bearing soil is non -expansive and falls within the "very low" expansion category in accordance with 2010 California Building Code (CBC) classification criteria. Slab thickness and reinforcement should be determined by the structural engineer, we recommend a minimum floor slab thickness of 4.0 inches. All slab reinforcement should be supported on concrete chairs to ensure that reinforcement is placed at slab mid -height. P Because the lot has been previously graded, the remedial grading required at this time for the proposed residence should be minimal. The building areas should be cleared of surface vegetation, scarified and moisture conditioned prior to precise grading. The exposed surface should be compacted so that 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. Based on our field observations and understanding of local geologic conditions, the soil profile type judged applicable to this site is So, generally described as stiff soil. The following presents additional coefficients and factors relevant to seismic mitigation for new construction based upon the 2013 California Building Code (CBC). Sladden has reviewed the 2013 California Building Code (CBC) and summarized the current seismic design parameters for the proposed structure. The seismic design category for a structure may be determined in accordance with Section 1613 of the 2013 CBC or ASCE7. According to the 2013 CBC, Site Class D may be used to estimate design seismic—loa -ding for—the_piop.o e structures. The 2013 CBC Seismic Design Parameters are surf ma iied below LAQ U' NTA BUILDING & SAFETY DEPT. APPROVE® FOR CONSTRUCTION DATE By February 25, 2014 Risk Category (Table 1.5-1): I/II/11I Site Class (Table 1613.3.2): D Ss (Figure 1613.3.1):1.633g Si (Figure 1613.3.1):0.774g Fa (Table 1613.3.3(1)):1.0 Fv (Table 1613.5.3(2)):1.5 Sms (Equation 16-37 (Fa X Ssl):1.633g Sml (Equation 16-38 (Fv X SZl):1.160g SDS (Equation 16-39 (2/3 X Sms)):1.088g SM (Equation 16-40 (2/3 X Smil): 0.7748 Seismic Design Category: E -3- Project No. 544-14044 14-02-077 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 ENGINEET BRE, 7 L. g3MER50N V' No. 635389 Brett L. Anderso Ezp. 930114 3V1L Principal Engineer �_J \�*\,,.F-NGINEERIN SER/gvm Copies: 4/ Sun Vista Development Corporation CITY OF LA QLINT-A BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DATE Sladden Enwineeri it 5)1y-1 LA QUiNTA Please verify that soils reports contain all of the above information. in addition, to assure continuity between'the investigationlreporting stage and the execution stage, please use the following checklist to verify that the conclusions and recommendations in the report corner all the required elements. Only then. can we be assured that the construction documents address all of the site soil conditions. La Quanta Geotechnical Report Checklist Does the "Conclusions and Recommendations" section of the report address each of the following criteria? "Address" means; = (a) the criterion is considered significant and mitigation measure(s) noted, 'or; (b) the criterion is considered insignificant and explicitly.so stated. Y s No Criterion ® Foundation criteria based upon bearing capacity of natural or compacted soil. ® Foundation criteria to mitigate the effects of expansive soils. ® Foundation criteria based upon bearing capacity. -of natural or -compacted soil. ® Foundation criteria to mitigate the effects of liquefaction. ® Foundation criteria• to mitigate the effects of sels.micaliy induced differentia_ l settlement. ® Foundation criteria to mitigate the effects of long-term differential settlement. ® Foundation criteria to mitigate the effects of varying soil strength. ® Foundation criteria to mitigate expected total and differential settlement. Any "No" answers to the -above checklist should be i ot(ds speFCif 'eq i WTA cotTections. BUILDING & SAFETY � APPRO # # # FOR CONST T'TL' RsoN y C115 No. C45389 Exp. 9130114 DATE •w B CIVIL u z Engineering 45090 Golf Center Parkway, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 863-0847 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 & Florida Avenue, Hemet, CA. 92543 (951) 766-8777 Fax (951) 766-8778 February 25, 2014 Sun Vista Development Corporation P.O. Box 1144 La Quinta, California 92247 Subject: Geotechnical Update Project: Custom Residence Project No. 544-14044 14-02-077 78-441 Deacon Drive West Tradition Golf Club — Lot 3 La Quinta, California a Ref: Report of Testing and Observation During Rough Grading prepared by Sladden Engineering dated July 30,1997; Project No. 522-6138G1 Geotechnical Update report prepared by Sladden Engineering dated December 12, 1996; Project No. 444-6130 As requested, we have reviewed the referenced geotechnical reports as they relate to the design and construction of the proposed custom residence. The project site is located at 78-441 Deacon Drive West within The Tradition Golf Club development in the City of La Quinta, California. It 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 Tradition Golf Club project site. The rough grading included over excavation and/or recompaction of the native surface soil along with the placement of engineered fill material to construct the building pads. The site grading is summarized in the referenced grading report along with the compaction test results. The referenced reports include recommendations pertaining to the design and construction of residential structure foundations. 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. M February 25, 2014 -2 Project No. 544-14044 14-02-077 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 1800 psf and 2000 psf, respectively. Allowable increase of 200 psf for each additional 1 foot of width and 250 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. Increases in allowable bearing pressures may be realized with increased footing size. Resistance to lateral loads can be provided by a combination of friction acting at the base of the, slabs or foundations and passive earth pressure along the sides of the foundations. A coefficient of friction of 0.48 between soil and concrete may be used with dead load forces only. A passive earth pressure of 300 pounds per square foot, per foot of depth, may be used for the sides of footings, which are placed against properly compacted native soils.. The bearing soil is non -expansive and falls within the "very low" expansion category in accordance with 2010 California Building Code (CBC) classification criteria. Slab thickness and reinforcement should be determined by the structural engineer, we recommend a minimum floor slab thickness of 4.0 inches. All slab reinforcement should be supported on concrete chairs to ensure that reinforcement is placed at slab mid -height. Because the lot has been previously graded, the remedial grading required at this time for the proposed residence should be minimal. The building areas should be cleared of surface vegetation, scarified and moisture conditioned prior to precise grading. The exposed surface should be compacted so that 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. 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 following presents additional coefficients and factors relevant to seismic mitigation for new construction based upon the 2013 California Building Code (CBC). Sladden has reviewed the 2013 California Building Code (CBC) and summarized the current seismic design parameters for the proposed structure. The seismic design category for a structure may be determined in accordance with Section 1613 of the 2013 CBC or ASCE7. According to the 2013 CBC, Site Class D may be used to, estimate design seismic loading for the proposed structures. The 2013 CBC Seismic Design Parameters are summarized below. February 25, 2014 -3- Project No. 544-14044 14-02-077 Risk Category (Table 1.5-1): I/II/III Site Class (Table 1613.3.2): D Ss (Figure 1613.3.1):1.633g Si (Figure 1613.3.1): O.774g Fa (Table 1613.3.3(1)):1.0 Fv (Table 1613.5.3(2)):1.5 Sms (Equation 16-37 (Fa X Ss)): 1.633g Sm1(Equation 16-38 (Fv X S1)):1.16Og SDS' (Equation 16-39 (2/3 X Sms)):1.088g SD1 (Equation 16-40 (2/3 X Smi)): 0.7748 Seismic Design Category: E We appreciate the opportunity to provide service to you on this project, if you have any questions regarding this Ietter or the referenced reports please contact the undersigned. Respectfully submitted, SLADDEN ENGINEERIhLG� Brett L. Andersoh- Principal Engineer SER/gvm BREI -7 L. ANDERSON No. 045389 Exp. 9130114 Copies: 4/ Sun Vista Development Corporation Sladden EnQineerinz LA QUINTA y --0 Z-071 P16ase verify that soils reports contain all of the above information. In addition, to assure continuity between*the investigationlreporting stage and the execution stage, please use the following checklist to verify that the conclusions and recommendations in the report cover all the required elements. Only then. can we be assured that the construction documents address all of the site soil conditions. La Quinta Geotechnical Report Checklist Does the "Conclusions and Recommendations" section of the report address each of the following criteria? "Address" means: (a) the criterion is considered significant and mitigation measure(s) noted, or; (b) the criterion is considered insignificant and explicitly.so stated. Y,�s Pio Criterion 1 ® Foundation criteria based upon bearing capacity of natural or compacted soil. D Foundation criteria to mitigate the effects of expansive soils. C ® Foundation criteria based upon bearing capacity. -of natural or -compacted soil. ® Foundation criteria to mitigate the effects of liquefaction. ® Foundation criteria• to mitigate the effects of seismically Induced differential settlement. Foundation criteria to mitigate the effects of long-term differential settlement. ® Foundation criteria to mitigate the effects of varying soil strength. L3 Foundation criteria to mitigate expected total and differential settlement. Any ."No" answers to the above checklist should be noted as specific required, cotTections.