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05-1731 (SFD)
P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Application Number: Property Address: e APN: + Application description Property Zoning: Application valuation: Applicant: T4t�v .4 4 Q" BUILDING & SAFETY DEPARTMENT BUILDING PERMIT 05-00001731 80795 VISTA BONITA TR 772-280-016- - - DWELLING - SINGLE FAMILY DETACHED VERY LOW DENSITY RES 629160 Architect or Engineer: UD APk i s Zoos O cm OF FINANCE DEFrK Lic. No.: OOR SQUARE FOOT LICENSED CONTRACTOR'S DECLARATION ' I hereby affirm under penalty of perjury that I am license under provisions of Chapter 9 (commencing with Section 70 01 of vision 3 of the Busine and Profe onals Code, and m License is in full fore nd effect. License �fss:-CS ice se No.: 1 Date: 2 (/ Contrac NER-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 nne near of rnmplotinn, rhrr mnm®r.hnilrinr jean h—n rhn hr rrrQn Of proving thot hu v ohm did net 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: LQPERnIIT Owner: JESSE & MARINA AVILA 23 CHAMPAGNE CIR. RANCHO MIRAGE RANCHO MIRAGE, CA 92270 Contractor: LANGFORD CONSTRUCTION 57845 SOUTH VALLEY LN LA QUINTA, CA 92253 (760)771-6299 Lic. No.: 401700 VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 10/26/05 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 STATE FARM Policy Number 90XP95596 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, d ree that, if 1 should b come s)t1'ect tot workers' compensation provisions of Section 7/�of the Labord �aco ply with those visions. Date- Applicant: ✓"�— WARNING: FAILURE TO SECURE WORK MPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL P TIES 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 infor tion is correct. I agree to comply with all city and c unty o finances and state laws relating to build' n tr on, and hereb uthorize repr sentatives of this unty t enter upon the above-mentioned prop s on r oses. Da ignature (Applicant or Agen . I LQPEP.AlIT Application Number . . . . . 05-00001731 Permit BUILDING PERMIT Additional desc . . Permit Fee . . . . 2144.50 Plan Check Fee 1393.93 Issue Date . . . . Valuation . . . . 534394 Expiration Date . . 4/24/06 Qty Unit Charge Per Extension BASE FEE 2039.50 35.00 ---------------------------------------------------------------------------- 3.0000 THOU BLDG 500,001-1,000,000 105.00 Permit ELEC-NEW RESIDENTIAL Additional desc . . Permit Fee . . . . 295..20" Plan Check Fee 73.80 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/24/06 Qty Unit Charge Per Extension BASE FEE 15.00 6860.00 .0350 ELEC NEW RES - 1 OR 2 FAMILY 240.10 1255.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 25.10 1.00 ---------------------------------------------------------------------------- 15.0000 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 . . 4/24/06 Qty Unit Charge Per Extension ---------------------------------------------------------------------------- BASE FEE 15.00 Permit . . . MECHANICAL Additional desc . . Permit Fee . . . . 119.50 Plan Check Fee 29.88 Issue Date . . . . Valuation . . . . 0 Expiration.Date 4/24/06 Qty Unit Charge Per Extension BASE FEE 15.00 4.00 9.0000 EA MECH FURNACE <=100K 36.00 4.00 9.0000 EA MECH B/C <=3HP/100K BTU 36.00 4.00 6.5000 EA MECH VENT FAN 26.00 1.00 ---------------------------------------------------------------------------- 6.5000 EA MECH EXHAUST HOOD 6.50 Application Number . . . . . 05-00001731 Permit . . . PLUMBING Additional desc . . Permit Fee . . . . 404.25 Plan Check Fee 101.06 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/24/06 Qty Unit Charge Per Extension BASE FEE 15.00 30.00 6.0000 EA PLB FIXTURE 180.00 1.00 15.0000 EA PLB BUILDING SEWER 15.00 6.00 6.0000 EA PLB ROOF DRAIN 36.00 2.00 45.0000 EA PLB SEPTIC 90.00 4.00 7.5000 EA PLB WATER HEATER/VENT 30.00 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 15.00 .7500 EA PLB GAS PIPE >=5 11.25 1.00 15.0000 EA PLB GAS METER 15.00 ---------------------------------------------------------------------------- Special Notes and Comments 6860 SQ. FT. SFD THIS PERMIT DOES NOT INCLUDE POOL & SPA BLOCK WALLS OR DRIVEWAY APPROACH.October 3, 2005 4:39:24 PM JJOHNSON ---------------------------------------------------------------------------- Other Fees . . . . . . . . . ART IN PUBLIC PLACES -RES 1072.90 DIF COMMUNITY CENTERS -RES 74.00 DIF CIVIC CENTER - RES 480.00 ENERGY REVIEW FEE 139.39 DIF FIRE PROTECTION -RES 140.00 GRADING PLAN CHECK FEE 15.00 DIF LIBRARIES - RES 355.00 DIF PARK MAINT FAC - RES 22.00 DIF PARKS/REC - RES 892.00 STRONG MOTION (SMI) - RES 62.91 DIF STREET MAINT FAC -RES 67.00 DIF TRANSPORTATION - RES 1666.00 Fee summary ----------------- Permit Fee 'dotal Plan Check Total Other Fee Total Grand Total LQPERMIT Charged Paid 2978.45 .00 1598.67 1000.00 4986.20 .00 9563.32 1000.00 Credited Due .00 2978.45 .00 598.67 .00 4986.20 .00 8563.32 TitT 4 4 a " o 31 P.O. BOX 1504 APPLICATION ONLY 78-495 CALLE TAMPICO C(,i QUINTA, CALIFORNIA 92253 /l}A0 A Mailing Address -D,0 1A /', MA h/. /11.1 t- ( ; N d') &)v� Address, g- i \ _ lty 0 ITell 7/ ( / 7 & Classif.401 ©0 Lic. # Arch., Engr., Designer Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Seg P00) of Division 3 of the Business and Professions Code, and my license is in full force OWNER -BUILDER DECLARATION I reby affirm that I am exempt from the Contractor's LicensInle for the ollowing reason: Sec. 7031.5, Business and Professions Code: Any city or cwhic equires a permit to onstruct, alter, improve, demolish, or repair any structure, pits i uance also requires th applicant for such permit to file a signed statement that heens pursuant to the provisio o/ the Contractor's License Law, Chapter 9 (commencih ction 7000) of Division 3 of t Business and Professions Code, or that he is exempt ro , and the basis /or the alleged emption. Any violation o/Section 7031.5 by any applicpermit subjects the applicant to civil penalty of not more than five hundred dollars ($ ❑ I, as owner of th property, or my employees with wages as their solpensation, will do thew ork, and the st cture isnot intended or offered for sale. (Sec. 704siness and Profes- sions Code: The Con ctor's License Law does not apply to an owneoperty who builds or improves thereon a who does such work himself or through his oployees, provided that such improvements re not intended or offered for sale. I/, ho ver, the building or im- provement is sold within ne year of completion, the owner -build will have the burden o/ proving that he did not bui or improve for the purpose of sale). ❑ I, as owner of the property, m exclusively contracting with lice sed contractors to construct the project. (Sec. 7044, Busi ss and Professions Code: The ntractor's License Law does not apply to an owner of props who builds or improves Cher n, and who contracts for such projects with a contractor(s) lic sed pursuant to the Contra is License Law) ❑ 1 am exempt under Sec. B. & P.C. for this t1 son Date Owner \ / WORKER'S C PENSATIO DECLARATION I hereby affirm that I have a certific a of cons t to self -insure, or a certificate of Worker's Compensation Insurance, or a certified py ther of. (Sec. 3800, Labor Code.) Policy No. Company ❑ Copy is filed with the city. ❑ Certifi opy is hereby furnished. CERTIFICAT F XEMPTION FROM WORKERS' C PEN ATION INSURANCE (This section need not be completed the perm is for one hundred dollars (5100) valuation or less). I certify that in the performa a of the work r which this permit is issued, I shall not employ any person in any mann so as to become s bject to Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT.: I after making this Certifica of Exemption you should become subject to the Workers' ompensation provisions of t Labor Code, you must forthwith comply with such provis' ns or this permit shall be deem revoked. CONSTRUCTION LENDING AGE CY /Ad reby aHir that there is a construction lending agency r the performance of the work h this p it is issued. (Sec. 3097, Civil Code.) 's Nam 's Ad assis i building permit when properly filled out, signed and v idated, and is subject to io if work thereunder is suspended for 180 days. ify that I have read this application and state that the above information is correct. to comply with all city and county ordinances and state la relating to building ction, and hereby authorize representatives of this city to enter t e above-mentioned tyforinspection purposes. re of applicant Date Address State, Zip WHITE = BUILDING DEPARTMENT BUILDING: TYPE 'CONST. A.P. Number ` 7 7 ,W 2JO::61j OCC. GR P. n Legal Description Lo r Project Description �g Sq. Ft. No. No. Dw. Size , �G.% J Stories Units New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ Estimated Valuation PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure pIL TOTAL REMARKS NTA 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 INSPECTOR Issued by: Date Permit Validated by:— Validation: YELLOW = APPLICANT PINK = FINANCE it l� 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: COMWIND. AMOUNT: DATF.• RF.r..F.IPT- CHECK B- INITIALS CERTIFICATE OF COMPLIANCE (California Education Code 17620) Project Name: Residence is at La Qt inta Polo_Estate Date: April 26, 2006 Owner's Name: Jesse Avila Phone No. 771-6219 Project Address: 80-795 Vista Bonita Trail Project Description: 1 SFD La Quinta, CA APN: 772-280-016 Tract #: Lot #'s: Type of Development: Residential IKK Commercial Total Square Feet of Building Area: 6,860 sq. ft. 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 on behalf of the owner/developer. Dated: April 26, 2006 Signature: SCHOOL DISTRICT'S REQUIREMENTS FOR THE ABOVE PROJECT HAVE BEEN OR WILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING: (CIRCLE ONE) Education Code Gov. Code Project Agreement Existing Not Subject to Fee 17620 65995 Approval Prior to 1/1/87 Requirement Note Number of Sq.Ft. 6,860 Amount per Sq.Ft. $2.63 Amount Collected $18,041.80 Building Permit Application Completed: Yes/No By: Carey M. Carlson, Asst. Supt., Business Services Certificate issued by: Elvira Mattson, Office Technician Signature: J-- 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 ani 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 impo.-ed 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. At such time as this Certificate expires, if a building permit has rot been issued for the project that is the subject of this Certificate, the owner will be reimbursed all fees that were paid to obtain this Certificate of Compliance. t`�':cilrl.docticiccle: ccrtiliGatc u. compG mcc i ?rrn lableslt:� L:C.doc 1/16/03 T KEC:'4JiN(7 RLQUE5TFD BY CHIC- AG0--1TL -' CO1v1FANY' AND WHEN RECORDED. MAIL TO: Jcsse Avila 28 Buckinghaill Way Rancho Mirage, CA 92270 DOC r 2P�04-0825416 10 ./2004 08:00A Fee:10,06 Page 1 of 2 Recorded in Official Records County of Riverside Gary L. Orso Assessor, County Clerk & Recorder 111111111111 111111 111111111111111111111111111111111111 ;• - .._._ U ,II_-__.; ass -__'—^r_0 � • ..! it -.• - � '• � NOCOII EMF MY80 REFIJNp NCI10 GRAN' -1 DEED U i 1,1_ U 1•�= �o ASSESSOR'S P:iltC'Ll, i;r�.: ; ; �-' 1 Fi—I 1•iTLEOP�D ��..:.;i�nca ia�,l:.,,�;� t:;t!:u li,.,t lh� iIUC;'.�iL'(`'`I' l'R.�>\ < ER No::�.�au;�.,•;u .. _. 'sr)✓i� T4� ls: ESCROW NO.: 23454-001 y� ',• �„ � • ' I �' t � , � � �.� � r.c' \X cuu!putea o:l ill. ,,,ti t,llue of flit: interest ofprupclzv conveyed, or _ .0111y,uted on 144 11111 rulue less the value of liens or encumbrances remaining thereon at the duic of salr. — OR transfer is LXL'vll'T from tux l'ur tilt 1Z)J10 ging reason: FOR A VALUABLE CONSIDERATION, receipt of which is hereby aclalowledged, Loral Nevada, a Nevada Limited Liability Compan hereby GRANT(S) to Joe Jesse Avila and Marina G. Avila, I•h>sband gild Wife as Joilit Tenants y all drat real property sitl:atl:d in t]lr City of La C1unts, t;.pu,;ty al',t; ;:,•sill:. Suite vi (.`A, dcscrib.;d as: Lot 16 of Tract 21176 as per ma recorded in Book 166 oil page(s) 95 tivou,;L• 97 of Maps, kivt r;:i,i, e'u:elft U,ieul'C .. dec rib,; i1as: Loiat P Datcd October 4, 2004 State of Cali t� } Collaty of Oil --�= !• f , JSt 1Jr� 111. _ 77 /�C1 Personally apl,cured Personally lvlowu to the (or provided to uta on file basis of suti.glie u evidence) to be the person(s) whose namc;(s) i;ry ;;ire subscribed to Ary vnthin instrument and acknowledged to me that h,;Isjje/dley executer! Clic sante in hisrherAheir authorized capacity(ica), and that by hic')l�t/their si`vnattlre.(s) oil tLu insintment file perscln(s) or th,: entity upon behalf of which the pers;,li(s) acted, t:xecutedAie instrument. WITNESS la and o tjnial ael� \ Signature -- 'ZALL TAX STAT EI NTS TO: JcSsc: Av11t1 28 Buckingham Way Rancho Mirage, CA 92270 Loral Nevada, a Nevada Limited Liability Company ��'ali:uu C`rrnviluc, Managing Member '•, ' t.f.11,l l.S. •:.li .d t JCti.: �V �' _? `�: �/, I+•,..::y 1%uo!:u - l'�alliuht!a I�-varsiec County Ir,. ! xpit,s Jul 27.2CW Zoonoo l j ll>♦MANn uuTUultl ("alis area for official !notary sea]) P.O. Box -1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 October 25, 2005 Ms. Marina Avila 23 Champagne Circle Rancho Mirage, CA 92270 .4a ALL cafq KAILSn 1019510V BUILDING & SAFETY DEPARTMENT RE: Plan Review Extension Request — 80795 Vista Bonita Trail Dear Ms. Avila: (760) 777-7012 FAX (760) 777-7011 have received your letter dated 10/19/05, requesting a time extension for the Plan Review of the single family dwelling proposed to be built at -:he above address under Application #05-1731. Plan review status: Original application date: 5/5/05 180 -day expiration date: 11/1/05 180 -day extension date: 5/1/06 Under the provisions of California Building Code Section 107.4, your request is hereby granted. . Because the Building Code specifies that "no application shall be extended more than once," please be advised that unless a building permit for this project is issued on or before Monday, May 1, 2006, your application will Expire automatically. Yours truly, Building & Safety Manager nctobcr 19, 2005 City of La Quinta Building & Safety Department Attn: Greg Butler Re: Permit for 80795 Vista Bonita Trail i,a Quinta Polo Estates, APN//772-280-010 We are requesting a 180 day extension due to a prol(Mg0d plan Cim,4 . As well as two unexpected eye surgeries Mr. Avila has had to undergo. These surgeries left Mr. Avila immobile, therefore unable to continue woking on this project during his recovery,. An extension would be appreciated tremendously. Sincerely, Manna Huila T•el TQ0I-CT7_nQi_T eTtAU atTnr, a)C!TT On QT ion Sep 15 05 04:14p PPM 760-325-9300 p.2 LA QU/NTA POLO ESTATES HOMEOWNERS ASSOC/A TION clo Personalized Property Management Co. September 15, 2005 MR. JESSIE AVILA 23 CHAMPAGNE CIRCLE RANCHO MIRAGE, CA. 92270 RE: Approval of plans for construction at Lot 16, Tract 21176, La Quinta Polo Estates Homeowners Association. Dear Mr. Avila: The Architectural Committee has reviewed all of the plans you submitted for the construction of a residence in the La Quinta Polo Estates. After a complete review by the Architectural Committee and The Board of Directors, the plans have been deemed approved as presented. Per the current Architectural Guidelines, the Association must first collect the architectural deposit of $7,500.00 required of all Owners before the commencement of the, building process. Should the construction move forward as planned and unit built to all approved specifications and with no damage to any of the common area elements, upon a site inspection and approval, this deposit will be returned to you. Please forward your check for $7,500.00 as soon as possible so as to receive a letter of final approval for the construction of your residence. Please feel free to contact the undersigned for any questions you may have. The Board appreciates your patience during this process and wishes you well in the construction of your new home. FOR THE BOARD OF DIRECTORS LA QUINTA P U�-FSTATES HOMEOWNERS ASSOCIATION Sin rel Michael . rvingston CCAM. AMS Community Manager cc: Board of Directors Filo. 68-950 Adelina Road Cathedral City, Ca. 92234 (750) 325-9500 fax (760) 325-9300 COUINTY OF RIVERSIDE COMMUNITY HEALTH AGENCY AssessoR's PARCEL NUMBER DEPARTMENT O ENVIRONMENTAL HEALTH 212— — L' — r # APPLICATION FOR WASTE WATER DISPOSAL APPROVAL APPLICANT: Submit this form with four copies of a SCALED plot plan (1°=20' to 1"=40' SCALE) drawn to County specifications as indicated on the attached check list. A non-refundable filing fee is required when the application is submitted. Check must be made payable -'o the County of Riverside. Approval of this application shall remain valid for a period not to exceed one year from date of payment. LMS # Agent, Contractor, Contact Person Address _ city State Zip Telephone ►U G 4-0 ,?4-> CG'v5 j > % �f �� ✓ �t ! j /,j' L#' / f-t'l � l ll i• %/ C / � "� i 0',y/ (� s: -I OwQer �PIA 1Z )X)& b0c r%PC., P FY city I'll �I>" 0 State Zip Telephone Z Job Property Address!! City Zip,, f ii U Lot Size Water Agency/Well Use of Perm t, P1 SUP, PUP, etc. Legal Description DBA 1/P, Dwelling, MH Site Prep., etc. Si ature of)Applicant j ;.' Date ' FO O FICE USE ONLY CHEC BOX IF REQUIRED If any ox is checked,Ahis application shall be considered rejected until the ❑ Detailed Contour Plot Plans Required (1 to 5 foot interval) information is provided and the fee paid. Resubmittals later than. 90 days after date noted below may`.re4uire repayment of fees. ❑ Other ZLlHolding Tank Agreements Completed ❑ Staff Specialist Lot Inspection Required 0 ❑ Certification of Existing S.D. System Required Thomas Bros. Page Grid W E]WQCB Clearance Required ❑ Date Lot Inspection Completed: Initials rn (Attach for DOH -SAN -007, Santa Ana Region Only) Remarks: ❑ Soils Percolation Report Required ❑ Maintenance Booklet Provided ❑ Special Feasibility Boring Report Required ❑ Final Inspection by Department of Environmental Health is required. ❑ Rereview Required Initials Date Please call 24 hours PRIOR b inspection. C/42 / Soils Percolation Boring Report By Lic/Project # Date Soils Map Page Soil Type Approved By Date No. of Systems Type of System(s) No. Dwelling Units (1) Septic Tank Soil Sate Grease/Sand t Q Holding Tank ❑ Replacement New ❑ Addition Bedrooms, Fi cture Units j � 0 0 - ` -It J !– Grease Intcp/Lint Trap ❑ Existing ❑ Connect to Sewer S L) 2 ` i �, `; i Gala !/00 Gal. Sq. Ft. Total Linear Sidewall Allowance Leach Bed sq. ft. Bottom Area Ft. ft. rock/ sq. ft. running ft. Install—Line(s)----R. long ft. wide of Bottom Area Inlet Tested Depth ❑ N/A with min. inches rock below drainlines U Proposed Bottom Tested Depth or Z Leach lines/bed special design for slope: (3) Pit Diameter No. Pits Pit Below Inlet (81) Seepage Pit Maximum Other: Applicable �1! Total Depth Allowable H W N/A Overburden Factor ❑ 5'6' t /f Depth TD Well Review Approved: Date: Well Drilling Permit# SIGNATURE Grading Plan Approved: Date: SIGNATURE Plan Check Only Approved: Date: A) REMARKS: f0 V% 0--t— I�o°lo aV\SIQ,--� This application is APPROV for the category checked in _WDENIED SECTION B above, egarliiag^t�e design of a disposal system as indicated on the accompanied plot plan, using the requirements set forth in SECTION- 1.� - i? 11 7� 11 w C above. A building permit is necessary for the installation of the above- Revenue Code i►S Fee $ designed system. No construction is permitted in the required reserved 100% expansion area. — Check # (1) Septic Tank must be 100' minimum from any wells. Z (2) Leach lines must be 100' minimum from any wells, including expansion Date Initial O area. (~) (3)' Sewer lines must be 50' minimum from any wells. W. CD. (4) Seepage pits must be 150' minimum from any wells, including expansion RIVERSIDE: 951-955-8980 area. INDIO: 760-863-7000 SOUTHWEST: 951-600-6180 Signature L10)04 Date Ur_►-bAN-1zz(Heva/04) UlStnbution: WHITE--Qttice File; YELLOW—Applicant; PIUK--Pldo. Dept.; GOLDENROD—Plans/Records i **************************************************************** Riverside County LMS Receipt **************************************************************** Receipt Number: I0406163 Amount: 477.36 12/17/04 09:40 Payment Method: CK Notation: 247 ---------------------------------------------------------------- Init: DA Permit No: EHS047035 Type: ENVH-SEP SEWAGE DISPOSAL SYST Parcel No: 772-280-018 Total Fees: 477.36 This Payment 477.36 Total ALL Pmts: 477.36 Balance: .00 Account Code Description Amount 100004200420722080 ENVH: SEWAGE SYSTEM FEES 468.00 202033100200772210 ENVH: LMS SURCHARGE FEES ---------------------------------------------------------------- 9,.36 TITLE 24 REPORT Title 24 Report for: Polo Estates Villa 16 La Quinta, CA OF I,A Q��pE A. G�SAE F gult DING & G CONST Project : Designef 1 pAiE1�0� Report Prepared By: Joan D. Hacker Insu-form, Inc. 68-255 Corta Road Cathedral City, CA 92234 (760) 324-2046 Job Number: Date: 8/10/2005 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2001 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC (415) 897-6400. EnergyPro 3.1 By EnergySoft Job Number. I User Number. 2655 Certificate of Comaliance: Residential (Part 1 of 2) CF -1 R Polo Estates 8/10/2005 Project Title Date Villa 16 La Quinta Project Address Building Permit # Insu-form, Inc. (760) 324-2046 Plan Check / Date Documentation Author Telephone Computer Performance 15 Field Check / Date Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area: 6,860 fl? Average Ceiling Height: 10.9 ft Total Conditioned Slab Area: 6,860 ft2 Building Type: (check one or more) 0 Single Family Detached El Addition ❑ Single Family Attached ❑ Existing Building ❑ Multi -Family ❑ Existing Plus Addition Front Orientation: (Southwest) 225 deg Floor Construction Type: ® Slab Flocr Number of Dwelling Units: 1.00 Number of Stories: 1 ❑ Raised Fbor Component Slab On Grade Slab On Grade R-19 Wall (W.19.2x6.16) Solid Wood Door R-38 Roof (R.38.2x14.16) FENESTRATION Shadira Devices Type Const. Area Frame Type Assembly U -Value Location/Comments (attic, garage, typical, etc.) Na 0.756 Exposed Slab w/R-0.0 Perimeter insulation n/a 0.756 Covered Slab w/R-0.0 Perimeter Insulation Wood 0.065 Exterior Wall None 0.387 Exterior Door Wood 0.028 Exterior Roof Screen 0 ❑ ❑ 0 Left (Northwest) Shadira Devices Type Orientation Area 'Fenestration Exterior Overhang Side Fins SF U -Factor SHGC Shading Yes / No Yes / No Front (Southwest) 146.0 0.58 0.38 Bug Screen 0 ❑ ❑ 0 Left (Northwest) 49.5 0.58 0.38 Bug Screen 0 ❑ ❑ 0 Rear (Northeast) 50.0 0.58 0.38 Bug Screen 0 ❑ ❑ 0 Right (Southeast) 90.0 0.58 0.38 Bug Screen 0 ❑ ❑ 0 Front (Southwest) 69.0 0.43" 0.45 Bug Screen 0 ❑ ❑ " 0 Front (Southwest) 144.0 0.58 0.39 Bug Screen0 ❑ ❑ 0 Left (Northwest) 20.0 0.43 0.45 Bug Screen 0 ❑ ❑ 0 Left (Northwest) 48.0 0.58 0.39 Bug Screen 0 ❑ ❑ 0 Rear (Northeast) 77.7 0.43 0.45 Bug Screen 0 ❑ ❑ 0 Rear (Northeast) 240.0 0.58 0.39 Bug Screen 0 ❑ ❑ 0 Right (Southeast) 68.5 0.43 0.45 Bug Screen 0 ❑ ❑ 0 Right (Southeast) 288.0 0.58 0.39 Bug Screen 0 ❑ ❑ 0 Run Initiation Time: 08/10/05 07:21:59 Run Code: 1123683715 Ener Pro 3.1 By Ener Soft User Number: 2655 Job Number: Pa e:3 of 16 Certificate of Compliance: Residential (Part 2 of 2) CF -1 R Polo Estates 8/10/2005 Project Title Date HVAC SYSTEMS Note: Input Hydronic or Combined Hydronic data under Water Heating Systems, except Design Heating Load. Distribution Heating Equipment Minimum Type and Duct or Type (furnace, heat Efficiency Location Piping Thermostat Location / pump, etc.) (AFUE/HSPF) (ducts, attic, etc.) R -Value Type Comments Central Fllmarp 80% AFUE Ducts in Attic 4.2 Sethack Casita Central Furnace 80% AFUE Ducts in Attic 49 Sethack Living Zone Cooling Equipment Minimum Type (air conditioner, Efficiency heat pump, evap. cooling) (SEER) Duct Location (attic, etc.) Duct R -Value Thermostat Location / Type Comments Split Air Conditioner 12.0 SEER Split Air Conditioner 12 0 SEER Ducts in Attic Ducts in Attic 42 42 Setback Setback Casita 1 iving 7nne WATER HEATING SYSTEMS Rated 1 Tank Energy Fact.1 1 External Water Heater Water Heater Distribution # in Input Cap. or Recovery Standby Tank Insul. System Name Type Type Syst. Btu/hr (gal) Efficie-icy Loss (%) R -Value A.O_ SMITH FPS -50-224 Small Gas Standard 3 43,000 50 0.60 n/a n/a 1 For small gas storage (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input of greater than 75,000 Btu/hr), list Rated Input, Recovery Efficiency anc Standby Loss. For instantaneous gas water heaters, list Rated Input and Recovery Efficiency. REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. The undersigned recognize that compliance using duct sealing and TXV's requires installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Documentation Author Name: Title/Firm: Address: Telephone: Lic. #: (signature) (date) Enforcement Agency Name: Title/Firm: Address: Telephone: Name: Joan D. Hacker Title/Firm: Insu-form, Inc. Address: 68-255 Corta Road Cathedral City, CA E2234 Telephone: (760) 324-2046 �--'Akk'p 0 (d(OS (sig ture (date) (signature/stamp) (date) Run Initiation Timeo 08110/05 07s21 *59 Run Codea c EnergyPro 3.1 By EnergySoft User Number: 2655 Job Number. PageA of 16 Certificate of Compliance: Residential (Addendum) CF -1 R Polo Estates 8/10/2005 Project Title Date Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies �aacu vu uIc aUeyuacy vi u]C SFj6cla1 ju5uilcaxion ano oocumentation suomitleo. Plan Field HIGH MASS Design(see C -2R) - Verify Thermal Mass: 500 sqft Exposed Slab Floor, 3.50" thick at Casita HIGH MASS Design(see C -2R) - Verify Thermal Mass: 255 sqft Covered Slab Floor, 3.50" thick at Casita HIGH MASS Design(see C -2R) - Verify Thermal Mass: 3105 sqft Covered Slab Floor, 3.50" thick at Living HIGH MASS Design(see C -2R) - Verify Thermal Mass: 3000 sqft Exposed Slab Floor, 3.50" thick at Living HERS Required Verification These features must be confirmed and/or tested by a certified HERS rater under the supervision of a CEC approved HERS provider. The HERS rater must document the field verification and diagnostic testing of these measures on a form CF -61R. Plan I Field The HVAC System "Casita" includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater must provide verification of the TXV, or measure the Refrigerant Charge and Airflow. The HVAC System "Casita" is using reduced duct leakage to comply and must have diagnostic site testing of duct leakage performe by a certified HERS Rater. The results of the diagnostic testing must be reported on a CF -6R Form. The HVAC System "Living Zone" includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater must provide verification of the TXV, or measure the Refrigerant Charge and Airflow. The HVAC System "Living Zone" is using reduced duct leakage to comply and must have diagnostic site testing of duct leakage performed by a certified HERS Rater. The results of the diagnostic testing must be reported on a CF -6R Form. Run Initiation Time: 08/10/05 07:21:59 Run Code: 1123683719 EnergyPro 3.1 By EnergySoft User Number: 2655 Job Number. Page:5 of 16 Mandatory Measures Checklist: Residential (Page 1 of 2) MF -1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (') may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Instructions: Check or initial applicable boxes or enter N/A if not applicable. DESIGNER ENFORCEMENT Building Envelope Measures a-§150(a): Minimum R-19 ceiling insulation. ❑ §.150(b): Loose fill insulation manufacturer's labeled R -Value. R 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does X§ not apply to exterior mass walls). ❑ § 150(d): Minimum R-13 raised floor insulation in framed floors or equivalent. ❑§ 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. § 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. ® §116-17: Fenestration Products, Exterior Doors and Infiltration/Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. ❑ § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. § 150(f): Special infiltration barrier installed to comply with Section 151 meets Commission quality standards. ❑ §150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures a§110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. ❑X §150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. §150(i): Setback thermostat on all applicable heating and/or cooling systems. ❑ §1506): Pipe and Tank Insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be extemally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater) 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 extemal insulation or R-16 combined internal/extemal insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water systems. 5. Cooling system piping below 55 degrees F. insulated. 6. Piping insulating between heating source and indirect hot water tank. EnergyPro 3.1 By EnergySoft User Number. 2655 Job Number. Page:6 of 16 Mandatory Measures Checklist: Residential (Page 2 of 2) MF -1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (') may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. JVhen this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Instructions: Check or initial applicable boxes or enter NIA if not applicable. DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) X] `§ 150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirements of the 1998 CMC Sections 601, 603, 604 and Standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. 3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such a tape is used in combination with mastic and drawbands. 4. Exhaust fan systems have back draft or automatic dampers. 5. Gravity ventilation systems serving conditioned space have eitherautomatic or readily accessible, manually operated dampers. 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not limited to the following: Insulation exposed to weather shall be suitable for outdoor service e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. ❑ § 114: Pool and Spa Heating Systems and Equipment 1. Certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating, and no pilot. 2. System is installed with at least 36° of pipe between filter and heater for future solar, cover for outdoor pools or spas. a. At least 36" of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. X❑ §115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) ❑ §118 (f): Cool Roof material meet specified criteria Lighting Measures a§150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy 40 lumens/watt for or greater general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. I FRI§150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternative to this requirement allowed in Section 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. 3.1 By EnergySoft User Number. 2655 Job Number. Page:7 of 16 Computer Method Summary Wart 1 of 3) C -2R Polo Estates 8/10/2005 Project Title Date Villa 18 1 a Quinta Project Address Building Permit # Insu-form Jnr (760) 324-2046 Documentation Author Telephone Plan Check/Date Zone Source Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating 1.27 1.59 -0.33 Space Cooling 27.51 22.90 4.62 Domestic Hot Water 4.15 5.38 -1.23 Totals 32.93 29.87 3.06 Percent better than Standard: 9.3% BUILDING COMPLIES Total Conditioned Floor Area: 6,860 ft2 Floor Construction Type: ❑ Raised Floor ❑X Slab Floor Building Type: Single Fam Detached Building Front Orientation: (Southwest) 225 deg Total Fenestration Area: 18.8% Number of Dwelling Units: 1.00 Total Conditioned Volume: 74,705 ft 3 Number of Stories: 1 Total Conditioned Slab Area: 6,860 ft 2 BUILDING ZONE INFORMATION Zone Name Floor Area Volume OPAQUE SURFACES Act. Type Area U -Fac. Azm. Tilt # of Units Solar Gains Y / N Form 3 Reference Zone Type Cnnditionwi Condition .d Thermostat Vent Type Hgt. Area Spthark -2 n/a Setback -2 n/a nratinn / r.nmmcnte Computer Method Summary ;Part 2 of 3) C -2R Polo Estates 8/10/2005 Project Title Date FENESTRATION SURFACES # Type Area U- Factor SHGC Act. Azm. Glazing Type Tilt Location/ Comments J. Window Front (Southwest) 300 --Q-M0- 0 38 225 Q.0. Milgard Windows Casita 2 Window Front (Southwest) 27.5 0.580 0.38 225 90 Milgard Windows Casita 3 Window Left (Northwest) 8.0 0.580 0.38 315 90 Milgard Windows Casita 4 Window Rear (Northeast) 20.0 0.580 0.38 45 90 Milgard Windows Casita 5 Window Right (Southeast) 30.0 0.580 0.38 135 90 Milgard Windows Casita 6 Window Right (Southeast) 15.0 0.580 0.38 135 90 Milgard Windows Casita 7 Window Front (Southwest) 19.0 0.430 0.45 225 90 Milgard Windows Living Zone 8 Window Front (Southwest) 14.0 0.580 0.38 225 90 Milgard Windows Living Zone 9 Window Front (Southwest) 14.0 0.580 0.38 225 90 AQilgard Windows Living Zone 1Q Window Front (Southwest) 27.5 0.580 0.38 225 90 Milgard Windows Living Zone 1 Window Front (Southwest) 30.0 0.430 0.45 225 90 Milgard Windows Living Zone 12 Window Front (Southwest) 72.0 0.580 0.39 225 90 Milgard Windows Living Zone 13 Window Front (Southwest) 20.0 0.430 0.45 225 90 MM gard Windows I ivi g Zone 14 Window Front (Southwest) 33.0 0.580 0.38 225 90 Milgard Windows Living Zone 15 Window Front (Southwest) 72.0 0.580 0.39 225 90 Milgard Windows Living Zone 16 Window Left (Northwest) 27.5 0.580 0.38 315 90 Milgard Windows Living Zone 17 Window Left (Northwest) 20.0 0.430 0.45 315 90 Milgard Windows Living Zone 18 Window Left (Northwest) 48.0 0.580 0.39 315 90 Milgard Windows Living Zone 19 Window Left (lj�rthwest) 14.0 0.580 0.38 315 90 Molgard Windows Living Zone 20 Window Rear (Northeast) 6.0 0.430 0.45 45 90 Milgard.Windows Living Zone 21 Window Rear (Northeast) 15.0 0.580 0.38 45 90 Milgard Windows Living Zone 22 Window Rear (Northeast) 58.3 0.430 0.45 45 90 Milgard Windows Living Zone. 23 Window Rear (Northeast) 13.4 0.430 0.45 45 90 Milgard Windows Living Zone 24 Window Rear (Northeast) 160.0 0.580 0.39 45 90 Milgard Windows Living Zone 25 Window Rear (Northeast) 80.0 0.580 0.39 45 90 Milgard Windows Living Zone 26 Window Rear (Northeast) 15.0 0.580 0.38 45 90 Milgard Windows Living Zone 27 Window Right (Southeast) 59.5 0.430 0.45 135 90 Milgard Windows Living Zone 28 Window Right (Southeast) 15.0 0.580 0.38 135 90 Milgard Windows Living Zone 29 Window Right (Southeast) 48.0 0.580 0.39 135 90 Milgard Windows Living_ Zone INTERIOR AND EXTERIOR SHADING Window Overhang Left Fin Right Fin # Exterior Shade Type SHGC Hgt. Wd. Len. Hgt. LExt. RExt. Dist. Len. Hgt. Dist. Len. Hgt. 1 Bug Screen 0.76 5.0 3.0 2.0 0.1 2.0 2.0 2 Bug Screen 0.76 5.5 5.0 2.0 0.1 2.0 2.0 3 Bug Screen 0.76 4.0 2.0 2.0 0.1 2.0 2.0 4 Bug Screen 0.76 5.0 2.0 2.0 0.1 2.0 2.0 5 Bug Screen 0.76 5.0 2.0 2.0 0.1 2.0 2.0 6 Bug Screen 0.76 5.0 3.0 2.0 01 2.0 2.0 7 Bug Screen 0.76 4.8 3.0 2.0 0.1 2.0 2.0 8 ,Bug Screen 0.76 4.8 3.0 2.0 0.1 2.0 2.0 9 Bug Screen 0.76 4.8 3.0 2.0 0.1 2.0 2.0 10 Bug Screen 0.76 5.5 5.0 2.0 0.1 2.0 2.0 11 Bug Screen 0.76 5.0 2.0 2.0 0.1 2.0 2.0 12 Bug Screen 0.76 9.0 8.0 2.0 0.1 2.0 2.0 13 Bug Screen 0.76 5.0 4.0 2.0 0.1 2.0 2.0 14 Bug Screen 0.76 5.5 6.0 2.0 0.1 2.0 2.0 15 Bug Screen 0.76 9.0 8.0 2.0 0.1 2.0 2.0 16 Bug Screen 0.76 4.8 3.0 2.0 0.1 2.0 2.0 17 Bug Screen 0.76 5.0 4.0 2.0 0.1 2.0 2.0 18 Bug Screen 0.76 8.0 6.0 12.0 0.1 12.0 12.0 19 Bug Screen 0.76 4.8 3.0 2.0 0.1 2.0 2.0 20 Bug Screen 0.76 1.0 1.0 2.0 0.1 2.0 2.0 Ti Bug Screen 0.76 5.0 3.0 2.0 0.1 2.0 2.0 22 Bug Screen 0.76 7.0 8.4 34.0 0.1 34.0 34.0 23 Bug Screen 0.76 7.0 1.0 34.0 0.1 34.0 34.0 24 Bug Screen 0.76 10.0 16.0 18.0 0.1 18.0 18.0 25 Bug Screen 0.76 10.0 8.0 12.0 0.1 12.0 1200 26 Bug Screen 0.76 5.0 3.0 2.0 0.1 2.0 2.0 _ 27 Bug Screen 0.76 7.0 8.5 34.0 0.1 34.0 34.0 28 Bug Screen 0.76 5.0 3.0 8.0 0.1 8.0 8.0 29 Bug Screen 0.76 8.0 6.0 8.0 0.1 8.0 8.0 _ EnergyPro 3.1 By EnergySoft User Number: 2655 Job Number: Paae:9 of 16 1 Computer Method Summary ;Part 2 of 3) C -2R Polo Estates 8/10/2005 Project Title Date FENESTRATION SURFACES U- Act. Glazing Type Location/ # Type Area Factor SHGC Azm. Tilt Comments 3D Window Reght t (Southeast) 4A_0 0.580 0 4q 135 A0. Milgard Windows Living Zone 31 Window Riqht (Southeast) 192.0 0.580 0.39 135 90 Milgard Windows Living Zone 32 Window Right (Southeast) 15.0 0.580 0.38 135 90 Milgard Windows Living Zone 33 Window Right (Southeast) 9.0 0.430 0.45 135 90 Milgard Windows Living Zone 34 Window Right (Southeast) 15.0 0.580 0.38 135 90 Milgard Windows Living Zone Window INTERIOR AND EXTERIOR SHADING Window Overhang Left Fin Right Fin # Exterior Shade Type SHGC Hgt. Wd. Len. Hgt. LExt. RExt. Dist. -en. Hgt. Dist. Len. Hgt. 30 Bug Screen 0.76 8.0 6.0 8.0 0.1 8.0 8.0 31 Bug Screen 0.76 8.0 24.0 18.0 0.1 18.0 18.0 32 Bug Screen 0.76 5.0 3.0 2.0 0.1 2.0 2.0 33 Bug Screen 0.76 1.0 1.0 2.0 0.1 2.0 .2.0 34 Bug Screen 0.76 5.0 3.0 2.0 0.1 2.0 2.0 EnergyPro 3.1 By EnergySoft User Number: 2655 Job Number. Paae:10 of 16 Computer Method Summary Insulation (Part 3 of 3) C -2R R -Val. Depth Location / Comments Slab Perimeter 2 0.76 0.0 — 0 Casita Polo Estates 0.0 _Q Casita Slab Perimeter 2 0.76 8/10/2005 Project Title 0.0 0 Living Zone pump, etc.) Date THERMAL MASS FOR HIGH MASS DESIGN R -Value Type Comments Area Thick. Heat 80%AFUE Inside Location Type (so (in.) Cap. Cond. Form 3 Reference R -Val. Comments Concrete, Heavyweight 500 3m 28. -D-9a n/a 0. Casita / Slab on Grade Concrete, Heavyweight 255 3_50 28 0_98 n/a 2 Casita / Slab on Grade Concrete. Heavyweight 3,105 3.50 28 0.98 n/a 2 Living Zone / Slab on Grade Concrete. Heavyweight 3.000 3_50 28 0_98 n/a 0 Living Zone / Slab on Grade PERIMETER LOSSES F2 Insulation Type Length Factor R -Val. Depth Location / Comments Slab Perimeter 2 0.76 0.0 — 0 Casita Slab, e[Imeter 15 0.76 0.0 _Q Casita Slab Perimeter 2 0.76 0.0 0 Living Zone Slab Perimeter is –Q.M 0.0 0 Living Zone HVAC SYSTEMS Heating Equipment Minimum Distribution Type Type (furnace, heat Efficiency and Location Duct Thermostat Location / pump, etc.) (AFUE/HSPF)(ducts/attic, etc.) R -Value Type Comments Central Furnace 80%AFUE Ducts in Attic 4.2 Setback Casita Central Furnace 80%AFUE Ducts in Attic 4.2 Setback Living Zone Pipe Pipe Hydronic Piping Insul. System Name Length Diameter Thick. Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location I heat pump, evap. cooling) (SEER) (attic, etc,) R -Value Type Comments Split Air Conditioner 12.0 SEER Ducts in Attic 4.2 Setback Casita Split Air Conditioner 12.0 SEER Ducts in Attic 4.2 Setback Livina Zone WATER HEATING SYSTEMS Rated' Tank Energy Fact! 1 Tank Insul. Water Heater Water Heater Distribution # in Input Cap. or Recovery Standby R -Value System Name Type Type Syst. (Btu/hr) (gal) Efficiency Loss (%) Ext. A.O. SMITH FPS -50-224 Small Gas Standard 3 43.000 50 0.60 n/a n/a For small gas storage (rated input — 75000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input > 75000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input, and Recovery Efficiency. REMARKS Computer Method Summary (Addendum) C -2R Polo Estates 8/10/2005 Project Title Date Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies Uawvu W1 LI IV 4UU4UOGy UI 111W Sp6Gla1 JU51mcatlon ano aocumentation suomittea. Plan I Field HIGH MASS Design(see C -21R) - Verify Thermal Mass: 500 sqft Exposed Slab Floor, 3.50" thick at Casita HIGH MASS Design(see C -21R) - Verify Thermal Mass: 255 sqft Covered Slab Floor, 3.50" thick at Casita HIGH MASS Design(see C -2R) - Verify Thermal Mass: 3105 sqft Covered Slab Floor, 3.50" thick at Living HIGH MASS Design(see C -21R) - Verify Thermal Mass: 3000 sqft Exposed Slab Floor, 3.50" thick at Living HERS Required Verification These features must be confirmed and/or tested by a certified HERS rater under the supervision of a CEC approved HERS provider. The HERS rater must document the field verification and diagnostic testing of these measures on a form CF -611. Plan I Field The HVAC System "Casita" includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater must provide verification of the TXV, or measure the Refrigerant Charge and Airflow. The HVAC System "Casita" is using reduced duct leakage to comply and must have diagnostic site testing of duct leakage performe by a certified HERS Rater. The results of the diagnostic testing must be reported on a CF -6R Form. The HVAC System "Living Zone" includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater must provide verification of the TXV, or measure the Refrigerant Charge and Airflow. The HVAC System "Living Zone" is using reduced duct leakage to comply and must have diagnostic site testing of duct leakage performed by a certified HERS Rater. The results of the diagnostic testing must be reported on a CF -6R Form. EnergyPro 3.1 By EnergySoft User Number. 2655 Job Number: Pape:12 of 16 1HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE Polo Estates 8/10/2005 SYSTEM NAME FLOOR AREA Casita 755 NGINEERING CHECKS ISYSTEM LOAD Number of Systems 1 Heating System Output per System 56,000 Total Output (Btuh) 56,000 Output (Btuh/sgft) 74.2 Cooling System Output per System 35,000 Total Output (Btuh) 35,000 Total Output (Tons) 2.9 Total Output (Btuh/sqft) 46.4 Total Output (sgft/Ton) 258.9 Air System CFM per System 1,300 Airflow (cfm) 1,300 Airflow (cfm/sgft) 1.72 Airflow (cfm/Ton) 445.7 Outside Air (%) 0.0 Outside Air (cfm/sgft) 0.00 ote: values above given at ARI conditions :ATING SYSTEM PSYCHROMETRICS 26.0 of 69.5 of 69.5 of Outside Air 0 cfm 69.5 of Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING PEAK COIL HTG. PEAK CFM I Sensible Latent CFM I Sensible 1,029 15,031 1,795 355 14,892 0 T52 745 0 0 0 0 0 0 0 0 0 7521 745 16,_5.34 1,795 16 381 BDP CO. 563AN036-A 20,494 12,236 56,000 Total Adjusted System Output 20,494 12,236 56,000 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Aug 2 pm Jan 12m ,earn Temperatures at Time of Heatina Peak) 110.0 of Supply Fan Heating Coil 1300 cfm h Return Air Ducts 4 Supply Air Ducts 109.4 of ROOMS 70.0 of I DOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 111.9 / 77.6 of 78.5 / 68.0 of 78.5 / 68.1 of 63.7 / 62.9 of Supply Air Ducts " Outside Air i O` 0 cfm Supply Fan Cooling Coil 64.3 / 63.1 of 1300 cfm 59.9% R.H. ROOMS 78.5/68.0 of 78.0 ! 67.8 of o_a..__ n:_ n.._._ I 3.1 By EnergySoft User Number: 2655 Job Number. Page: 13 of 16 1HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE Polo Estates 8/10/2005 SYSTEM NAME FLOOR AREA Living Zone 6105 ENGINEERING CHECKS 11SYSTEM LOAD Number of Systems 4 Heating System Output per System 70,000 Total Output (Btuh) 280,000 Output (Btuh/sqft) 45.9 Cooling System Output per System 58,000 Total Output (Btuh) 232,000 Total Output (Tons) 19.3 Total Output (Btuh/sqft) 38.0 Total Output (sgft/Ton) 315.8 Air System CFM per System 2,055 Airflow (cfm) 8,220 Airflow (cfm/sgft) 1.35 Airflow (cfm/Ton) 425.2 Outside Air (%) 0.0 Outside Air (cfm/sgft) 0.00 Note: values above EATING SYSTE 26.0 of Outside Air 0 cfm 69.5 of ✓en at ARI conditions PSYCHROMETRICS 69.5 of 69.5 of Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING PEAK I COIL HTG. PEAK CFM ISensitdel Latent I Sensible 124,93:01:::;;78 104 254 BDP CO. 563AN060-A 142,1113 72,466 280,000 Total Adjusted System Output 142,113 72,466 280,000 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Aug 2 pm an 12 am eam Temperatures at Time of Heatincl Peak) 101.5 of Supply Fan Heating Coil 8220 cfm h Return Air Ducts '� Supply Air Ducts 100.9 of ROOMS 70.0 of f DOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peaks 111.9 / 77.6 of 78.6 / 67.3 of 78.6 / 67.4 of 62.4 / 61.5 of Supply Air Ducts Q Outside Air -0 cfm Supply Fan Cooling Coil 63.0 / 61.7 of 8220 cfm 57.5% R.H. ROOMS 78.6/67.3 of 78.0 / 67.2 of Return Air Ducts EnergyPro 3.1 By EnergySoft User Number 2655 Job Number. Page 14 of 16 ROOM LOAD SUMMARY PROJECT NAME Polo Estates DATE 8/10/2005 SYSTEM NAME Casita FLOOR AREA 755 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE Casita Casita 1 1,029 15,031 1,795 1,029 -5,031 1,795 355 14,892 EnergyPro 3.1 By EnergySoft User Number: 2655 Job Number. Page: 15 of 16 ROOM LOAD SUMMARY PROJECT NAME Polo Estates DATE 8/10/2005 SYSTEM NAME Living Zone FLOOR AREA 6,105 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE Living Zone Living 1 7,140 113,573 15,678 7,140 113,573 15,678 2,880 94,776 PAGE TOTAL 1 .7,1401 113,573 15,678. 2,880 TOTAL 1 7,140 113,573 15,678 2,880 94,776 94,776 EnergyPro 3.1 By EnergySoft User Number: 2655 Job Number: Page: 16 of 16 JHA ENGINEERING INC J Title : 30" high wall = 1.08 ft JOHN H HACKER PE = 1,83 Job # Dsgnr: Date: AUG 11,2005 41921 BEACON HILL, SUITE A = 12.00 in Description.... Eccentricity = 0.00 in PALM DESERT, CALIFORNIA 92211 760-779-0657 = 1.08 ft 30" high wall = 0.00 in Depth CANTILEVERED RETAINING WALL DESIGN Page 10/2 GENERAL I SOIL DATA 6.96 psi Retained Height = 2.50 ft Allow Soil Bearing = 1,000.0 psf Wall heiaht above retained soil = 0.50 ft Equivalent Fluid Pressure Method Minimum As % Slope Behind Wall = 0.00 :1 Active Soil Pressure - Heel Side = 30.0 psf Height of Soil over Toe = 6.00 in Active Soil Pressure - Toe Side = 30.0 pct Soil Density = 110.00 pcf FOOTING DATA J Toe Width = 1.08 ft Heel Width = 1,83 Total Footing Width = 2.92 Footing Thickness = 12.00 in KEY DATA Eccentricity = 0.00 in Distance from Toe = 1.08 ft Width = 0.00 in Depth = 0.00 in Passive Pressure = 150.0 pcf Water table height over heel = 0.0ft SLIDING DATA - 269.1 lbs Friction Factor @ Footing & Soil = 0.250 ...neglect ht. for passive = 6.00in Lateral Sliding Force = 157.5 less Passive Pressure Force = - 150.0 lbs less Friction Force = - 269.1 lbs Added Restraint Force Required = 0.0 lbs ADDED LATERAL LOAD ON STEM Toe 533 ADJACENT FOOTING DATA -J Lateral Load = 0.0 lbs Adjacent Footing Load = 0.0 lbs ...Height to Top = 0.00 ft Footing Width = 0.00 ft ...Height to Bottom = 0.00 ft Eccentricity = 0.00 in Mu': From Downward Loads = 210 Wall to Ftg CL Dist = 0.00 ft Wind on Stem = 15.0 psf Footing Type Line Load 304 ft -8 FOR Key FOR Not Req'd = Mu<S"F Base Above/Below Soil at Back of Wall = 0.0 ft _FOOTING DESIGN RESULTS 6.96 psi 03-3f�7 -07 Fc = Fy = 2,000 psi 60,000 ......Minimum Footing Rebar Options...... . psi OP Minimum As % 0.0018 Toe Side...... Heel Side.... Rebar Cover @ Top = 2.00 in Not req'd Not req'd Rebar Cover @ Bottom = Upward Soil Pressure Under Heel Omitted 3.00 in Mu <-S-!-F r - u < x F � Nl V TA ACI Factored Soil Pressure = Toe 533 Heel CITY & SAFETY DEPT. 0.18 in Top: 6 in Mas, 14@32.00 in@Edge, From 3.0 ft to 0.7 ft 500 psf BUILDING Mu' : From Upward Loads = 386 0 ft -9 APPROVED Mu': From Downward Loads = 210 0 ft -8 CONSTRUCTION Mu: Used For Design = 176 304 ft -8 FOR Key FOR Not Req'd = Mu<S"F Actual One -Way Shear = 2.55 6.96 psi 03-3f�7 -07 One -Way Shear = 76.03 76.03 psi BYAllowable DATA Total Bearing Load = 1,076 lbs Summary of Stem Section Designs.... - ...resultant ecc. = 0.18 in Top: 6 in Mas, 14@32.00 in@Edge, From 3.0 ft to 0.7 ft Soil Pressure @ Toe = 381 <= 1,000 psf ` Soil Pressure @ Heel = 357 <= 1,000 psf �Q )ROFES9/0, ACI Factored Press @ Toe = 533 psf )ONN H .C", ACI Factored Press @ Heel = 500 psf ��`�� Footing Shear @ Toe = 2.5 <= 76.0 psi Footing Shear @ Heel = 7.0 <= 76.0 psi 03-3f�7 -07 WALL STABILITY RATIOS = 'f'� 07VIL Overturning Stability Ratio 7.88 OP Sliding Ratio Ratio = 2.66 CALIF RetainPro V4.Oa (c) 1989-96 ENERCALC JHA ENGINEERING INC Title : 30" high wall JOHN H HACKER PE Job # : Dsgnr: Date: AUG 11,2005 41921 BEACON HILL, SUITE A Description.... PALM DESERT, CALIFORNIA 92211 30" high wall 7sn-77q-ns9;7 CANTILEVERED RETAINING WALL DESIGN Pege2a/2 Vert. Component = Added Lateral Load = Load @ Stem Above Soil = 7.5 3.75 28.1 TOTALS = 157.5 O..T.M. = 225.6 1,076.4 R.M. = 1,778.8 Vertical component of active pressure NOT used for soil pressure Resisting/Overturning Resistin = Toe Surcharge Used To Resist Overturning 91 9 Ratio 7.88 Heel Surcharge Used To Resist Overturning STEM CONSTRUCTION & DESIGN --Io.p-Stem- Stem OK Design at this height above ftg = 0.67ft Wall Material Above "Ht" = Masonry Not Used Thickness = 6.00 in 8.00 Rebar Size = # 4 Rebar Spacing = 32.00 in Rebar Placed at = Edge Design Data fbjFB + fa/Fa Total Force @ Section Moment.... Actual Moment..... Allowable Shear..... Actual Shear..... Allowable Bar Embed ABOVE Ht. Bar Embed BELOW Ht. Wall Weight Rebar Depth 'd' Masonry Data f'm Fs Solid Grouting Special Inspection Modular Ration' Short Term Factor Equiv. Solid Thick. Concrete Data f'c Fy 0.732 147.6 lbs lbs 170.7ft-# 244.2 ft -4 4.89 lbs 19.36 psi 18.00 in 6.00 in 58.0 psf 2.75 in 1,500 psi 24,000 psi Yes No 25.78 = 1.000 5.60 in 3,000 psi 60,000 psi RetainPro V4.Oa (c] 1989-96 ENERCALC .....OVERTURNING..... .....RESISTING..... Force Distance Moment Force Distance Moment Item lbs ft ft-# -lbs fl ft-# Heel Active Pressure = 183.8 1,17 214,4 Soil Over Heel 366.7 2.25 825.0 Sloped Soil Over Heel = Surcharge Over Heel = Adjacent Footing Load = Axial Dead Load on Stem = 0.00 Toe Active Pressure = -33.8 0.50 -16.9 Soil Over Toe 59.6 0.54 32.3 Surcharge Over Toe = Stem Weight(s) = 212.7 1.33 283.6 Earth @ Stem Transitions = Footing Weight = 437.5 1.46 638.0 Key Weight = 1.08 Vert. Component = Added Lateral Load = Load @ Stem Above Soil = 7.5 3.75 28.1 TOTALS = 157.5 O..T.M. = 225.6 1,076.4 R.M. = 1,778.8 Vertical component of active pressure NOT used for soil pressure Resisting/Overturning Resistin = Toe Surcharge Used To Resist Overturning 91 9 Ratio 7.88 Heel Surcharge Used To Resist Overturning STEM CONSTRUCTION & DESIGN --Io.p-Stem- Stem OK Design at this height above ftg = 0.67ft Wall Material Above "Ht" = Masonry Not Used Thickness = 6.00 in 8.00 Rebar Size = # 4 Rebar Spacing = 32.00 in Rebar Placed at = Edge Design Data fbjFB + fa/Fa Total Force @ Section Moment.... Actual Moment..... Allowable Shear..... Actual Shear..... Allowable Bar Embed ABOVE Ht. Bar Embed BELOW Ht. Wall Weight Rebar Depth 'd' Masonry Data f'm Fs Solid Grouting Special Inspection Modular Ration' Short Term Factor Equiv. Solid Thick. Concrete Data f'c Fy 0.732 147.6 lbs lbs 170.7ft-# 244.2 ft -4 4.89 lbs 19.36 psi 18.00 in 6.00 in 58.0 psf 2.75 in 1,500 psi 24,000 psi Yes No 25.78 = 1.000 5.60 in 3,000 psi 60,000 psi RetainPro V4.Oa (c] 1989-96 ENERCALC n JHA ENGINEERING, INC. JOB Civil Engineers/Land Surveyor SHEET NO. OF 41921 Beacon Hill, Suite A Palm Desert, CA 92211 CALCULATED BY DATE 760-779-0657 Fax 779-5143 CHECKED BY DATE SCALE ................................ 6" Mas w/ #4 @ 32.in o/c EDy E 6" .......................... ............................................. Solid Grout, ............. .............. i.................... 3'-0-1 — ..........:.......... 2'-6„ .......................... P...... 3 1/4" ............. ............. a............. .......... .._:........ _...................... 2.. ...>........<.... .... 6° ................................... ._ .. z �S pgx ............................ ............. ............. ........ _........ . 2. I —6., , ..... ... ........................._.................... #5 @ 6.in @ heel ............._............................._ ;... ... ...... ............. #4 Horiz as shown ...... _ ..... e............................ ........ —1011 ................................................ .'... ..... ..... ...... .........................s..................... .................................. O . q�. ...... .............. :... ..... 3-31-07 it ..... ...... ............... ............. :............. ...... :.... ............ .............,.............:.................................................................... ..... ... Iv P spa ..:......... i �Fo F CA0F