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04-6113 (SFD)-0 �C BUILDING & SAFETY DEPARTMENT 80R 1-504 (760).777-7012 OF9ti`' 78-495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 INSPECTION REQUESTS (760) 777-7153 BUILDING PERMIT Application Number -- 04-00006113 Date 11/08/04 Property Address . . . jp.77� VISTA BONITA TR APN: 772-280-014-14 -21176 - Application description . . . DWELLING - SINGLE FAMILY DETACHED Property Zoning . . . . . . . VERY LOW DENSITY RES Application valuation . . . . 454932 Owner Contractor LANCE ALACANO SUNROSE CORPORATION 49-950 JEFFERSON 49950 JEFFERSO=N, #130-134 INDIAN WELLS CA 92210 INDIO CA 92201 (760) 772-8224 WCC: STATE FUND WC: 179503104 09/22/05 CSLB: 53367D 06/30/06 CCC: B ------ Structure Information 6852 SQ.FT. SFD ----- Construction Type . . . . . TYPE V - NON RATED Occupancy Type . . . . . . DWELLG/LODGING/LONG <=10 Flood Zone . . . . . . . . NON -AO FLOOD ZONE Other struct info . . . . . CODE EDITION 2001 CBC # BEDROOMS 6.00 FIRE SPRINKLERS NO GARAGE SQ FTG 1593.00 " PATIO SQ FTG 2389.00 NUMBER OF UNITS 1.00 ------------- ---------------------------------------------------------------- FIRST FLOOR SQ FTG 6852.00 .Permit BUILDING PERMIT Additional desc . Permit Fee . . . . 1882.00 Plan Check F" ---e' 1223.30 Issue Date . . . . Valuation 454932 Qty Unit Charge Per Extension BASE FEE 639.50 355.00 3.5000 -------------------------------------------------------- THOU BLDG 100,001-500,000 1242.50 Permit ----------------------- ELEC-NEW RESIDENTIAL Additional desc Permit Fee . . . . 301.68 Plan Check Fee 75.42 Issue Date . . . . Valuation 0 Qty Unit Charge Per Extension BASE FEE 15.00 6852.00 .0350 ELEC NEW RES - 1 OR 2 FAYlILY 239.82 1593.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 31.86 1.00 15.0000 EA ELEC TEMPORARY POWER POLE 15.00 P.O. BOX 1504 • �ac��' 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT Application Number: ©� 4a (( 3 Applicant: Applicant's Mailing Address: Architect or Engineer: Architect " __tkTC IVB^ VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: / / - 7- O or Engineer's Address: BUILDING PERMIT DECLARATIONS LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my Lice¢�s�is in full force and effect. `License Class 1L� r License No.3 6 Date 'G! -o rContractor OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' 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 Contractors' 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).): U 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 or through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (--) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). U I am exempt under Sec. , BA P.C. for this reason Date WORKERS' 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 S is, sired. y workers' compensation insurance carrier and policy number are: Carrier { -44- Policy Number _ I certify that, in the performance of the work.for which this permit is issued, I shall not employ p y an y person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date 9 - f Applicant WARNING: FAILURE TO SECURE RKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL. FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. 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 APPLICANT ACKNOWLEDGEMENT IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall, defend, indemnify and hold harmless the City of La Quinta, its officers, agents and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to enter upon the above-mentioned property for inspection purposes. Date-//' / �7 Signature (Applicant or Agent Page 2 Application Number . . . . . 04-00006113 Date 11/08/04 ----------------------------------------------------------------------------- Permit . . . . . . GRADING PERMIT Additional desc Permit Fee . . . . 15.00 Plan Check F+ee .00 Issue Date . . . . Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 15.00 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL Additional desc Permit Fee . . . . 193.00 Plan Check Fee 48.25 Issue Date . . . . Valuation . . . . 0 Qty. Unit Charge Per Extension BASE FEE 15.00 7.00 9.0000 EA MECH FURNACE <=100K 63.00 7.00 9.0000 EA MECH B/C <=3HP/100K BTU 63.00 7.00 6.5000 EA MECH VENT FAN 45.50 1.00 6.5000 EA MECH EXHAUST HOOD 6.50 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING Additional desc Permit Fee . . . . 303.00 Plan Check Fee 75.75 Issue Date . . . . Valuation . . . . 0 Qty Unit Charge Per Extension BASE FEE 15.00 24.00 6.0000 EA PLB FIXTURE 144.00 2.00 45.0000 EA PLB SEPTIC 90.00 2.00 7.5000 EA PLB WATER HEATER/VENT 15.00 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 1.00 9.0000 EA PLB LAWN SPRINKLER SYSTEM 9.00 16.00 .7500 EA PLB GAS PIPE >=5 12.00 1.00 15.0000 ----------------------------------------------------------------------------- EA PLB GAS METER 15.00 Special Notes and Comments 6852 SQ.FT. SFD THIS PERMIT DOES.NOT INCLUDE POOL & SPA, BLOCK WALLS OR DRIVEWAY APPROACH ---------------------------------------------------------------------------- Other Fees . . . . . . . . . ART IN PUBLIC PLACES -RES 637.33 DIF COMMUNITY CENTERS -RES 97.00 DIF CIVIC CENTER - RES 366.00 ENERGY REVIEW FEE 122.33 DIF FIRE PROTECTION -RES 97.00 N Page 3 Application Number . . . . . 04-00006113 Date 11/08/04 ---------------------------------------------------------------------------- Other Fees . . . . GRADING PLAN CHECK FEE .00 DIF LIBRARIES - RES 225.00 DIF PARK MAINT FAC - RES 5.00 DIF PARKS/REC - RES 502.00 STRONG MOTION (SMI) - RES 45.49. DIF STREET MAINT FAC -RES 15.00 DIF TRANSPORTATION - RES 1098.00 Fee summary Charged Permit Fee Total 2694.68 Plan Check Total 1422.72 Other Fee Total 3210.15 Grand Total 7327.55 _Paid Credited Due .00 .00 2694.68 500.00 .00 922..72 .00 .00 3210.15 500.00 .00 6827.55 April 6, 2005 Titif 4 4 Q" P.O. BOX 1504 LA QUINTA, CALIFORNIA 92247-1504 78-495 CALLS TAMPICO LA QUINTA, CALIFORNIA 92253 Ms. Esther Sanchez Riverside County Assessor's Office 3255 E. Tahquitz Canyon Way Suite 114 . Palm Springs, CA 92262-6962 Dear Ms. Sanchez: BUILDING & SAFETY DEPARTMENT (760)777-7012 FAX (760) 777-7011 Please be advised of an address change for the following property. The parcel formerly addressed as 51-800 Vista Bonita Trail, APN: 772-280-014, Lot 14, Tracst 21176, is now addressed as: 80-775 Vista Bonita Trail. This change affects building permits previously issued as follows: 04-6113 Single Family Dwelling 05-7135 Masonry Wall 05-0305 Residential Addition 05-0795 Residential Pool Please make a note this change. If I may be of further assistance, you may contact me directly at (760) 777-7074. Sincerely, Therese Vella-Finorio Senior Secretary 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: LEVEL TWO AMOUNT: MITIGATION AMOUNT: COMM/MD. AMOUNT: DATE- RFr.RIPT- CHF.CK N. INITIAIS- yyl7,71 CERTIFICATE OF COMPLIANCE (California Education Code 17620) Project Name Residence4tsfat ffiNinta P�olg Estates Date: November 9, 2004 Owner's Name: Lance, Alacano Phone No. Project Address: 51-800 Vista Bonita La Quinta, CA Project Description: 1 SFD APN: 7772-280-014 Tract #: Lot #'s: Type of Development: Residential XI% Commercial Industrial Total Square Feet of Building Area: 6,852 sq. ft. 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: November 9, 2004 Signature: SCHOOL DISTRICT'S REQUIREMENTS FOR THE ABOVE PROJECT HAVE BEEN OR JVILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING: (CIRCLE ONE) Education Code Gov. Code Project 17620 65995 Approval Note: Number of Sq.Ft. 6,852 Amount per Sq.Ft. $ 2.68 Amount Collected $ 18,363.36 Building Permit Application Completed: Yes/No By: Carey M. Carlson, Asst. Supt., Business Services Agreement Existing Not Subject to Fee Prior to 1/1/87 Requirement Certificate issued by: Elvira Mattson, Office Technician Signature: NOTICE OF 90 DAY PERIOD FOR PROTEST OF FEES AND STATEMENT OF FEES Section 66020 of the Government Code asserted by Assembly Bill 3081, effective January 1, 1997, requires that this District provide (1) a written notice to the project appellant, at the time of payment of school fees, mitigation payment or other exactions ("Fees"), of the 90 -day period to protest the imposition of these Fees and (2) the amount of the fees. Therefore, in accordance with section 66020 of the Government code and other applicable law, this Notice shall serve to advise you that the 90 -day protest period in regard to such Fees or the validity thereof, commences with the payment of the fees or performance of any other requirements as described in section 66020 of the Government code. Additionally, the amount of the fees imposed is as herein set forth, whether payable at this time or in whole or in part prior to issuance of a Certificate of Occupancy. As in the latter, the 90 days starts on the date hereof. This Certificate of Compliance is valid for thirty (30) days from the date of issuance. Extension will be granted only for good cause, as determined by the School District, and up to three (3) such extensions may be granted. At such time as this Certificate expires, if a building permit has not 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. iiV:careltid; c; .!cvlce ;ccrtilicatc orcvmp!iance 60rm utble TC31.1Stii.dezc 1/16/03 T __ :.ReCording Req a Compan�yy . . First American AND WHEN RECORDED MAIL TO LANCE ALACANO and ELISHA ALACANO 45432.DELGADO DRIVE INDIAN WELLS, CALIFORNIA 92210 L J Escrow N0. 47004155 - F02 Order N0. 1349466 FIRST AMERICAN TITLE COMPANY ORDER NO. 047004155 DOC " 2004—ozoes93 03/25/2004 08 00A Fee:10.00 Page 1 of 2 Doc T Tax Paid Recorded in Official Records County of Piverside Gary L Orso Assessor. County Clerk & Recorder 111111111111111111111111111111111111111111111111111111 M $ UPAGE SIZE DA PCOR NOCOR SMF MISC. A R L I COP- .LONG REFUND NCHG E%AM GRANT T DEED Assessor's Parcel No: 7'2-280-014-1 /,� THE UNDERSIGNED GRANTOR(S) DECLARE(S) F bo DOCUMENTARY TRANSFER TAXIS $ 385.00 ~ 1JO - f� �'` ❑ unincorporated area X❑ Cityof LA QUINTA ❑ computed on the full value of the interest or property conveyed, or is ❑ computed on the full value less the value of liens or encumbrances remaining at time of sale, and FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, MA ANDERSON PROPERTIES GENERAL PARTNERSHIP hereby GRANT(S) to LANCE ALACANO and ELISHA ALACANO, HUSBAND AND WIFE, AS JOINT TENANTS the following described real property in the City of LA QUINTA Countyof RIVERSIDE , State of California: LEGAL DESCRIPTION ATTACHED HERETO AND MADE A PART.HEREOF BY REFERENCE Dated March 22, 2004 ANDERSON PROPERTIES GENERAL PARTNERSHIP STATEOF CALIFORNIA COUNTYOF RIVERSIDE } SS. On 03/23/04 before me, ARTH R ANDERSON, GENE L PARTNER GEORGE T. RESLER a Notary Public in and for said County and State, personally appeared ARTHUR ANDERSON MAVIAN F. AbTDERSON, GENERAL PARTNER AND MARIAN F. ANDERSON personally known to me (or pwmad to.ms ry evidence) to be the person(s) whose name(s) i&/are subscribed to the . GEOAGE I RESLER within instrument and acknowledged to me that ha#A;a/they executed the Commission # 1402192 same in hief rml their authorized capacity(ies), and that by hW,4 or/their a z m Notary Public - California signature(s) on the instrument the person(s), or the entity upon behalf of River.,ide County which the persons) acted, executed the instrument. ' MY Comm. focptres Mar 21, 2007 WITNESS my hand and official seal. ?00 -2 Signature of Notary Date My Commission Expires FOR NOTARY SEAL OR STAMP MAIL TAX STATEMENTS TO PARTY SHOWN ON FOLLOWING LINE: IF NO PARTY SO SHOWN, MAIL AS DIRECTED ABOVE SAME AS ABOVE Name Street Address City, State & Zip GD1--05/30/97bk •Page 1 Escrow No. 47004155 -F02 LEGAL DESCRIPTION EXHIBIT LOT 14 OF TRACT 21176, IN THE CITY OF LA QUINTA, COUNTY OF RIVERSIDE, AS PER MAP RECORDED IN BOOK 166, PAGE(S) 95-97, OF MAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. EXCEPTING THEREFROM ALL OIL, GAS AND MINERAL RIGHTS; AS RESERVED IN DEED FROM hERT A W. REWALD, A WIDOW RECORDED JULY 2, 1980 AS INSTRUMENT NO. 80=133653 OF OFFICIAL' RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. DEEDLEGL-08/09/94bk COUNTY OF RIVERSIDE COMMUNITY HEALTH AGENCY ASSESSOR'S PARCEL NUMBER DEPARTMENT OF ENVIRONMENTAL HEALTH 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 specfications as indicated on the attached check list. A non-refundable filing fee is required when the application is submitted. Check must be made payable to 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 &ate Zip Telephone Owner Address City State Zip Telephone < OJob Property Address Q, D • Z City city, Zip P 0c v li z }G- 1�ao.. , �- T/4, C�,.� `. , -� z 3 U Lot Size Water Agency/Well Permit, Use of PermitP/P, SUP, PUP, etc. Legal Description ' 'er Z/174 DBA C Vw.D L01- /y o< . 60ok. /44/-1T--/7 Dwelling, MH'Site Prep., etc. Signatu'-r of Applicant Comte FOR OFFICE USE ONLY CHECK BOX IF REQUIRED If any box is checked, this 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 require repayment of fees. ❑ Other C0 ❑ Holding Tank Agreements Completed ❑ Staff Specialist Lot Inspection Required LD ❑ Certification of Existing S.D. System Required Thomas Bros. Page Grid W❑ WQCB Clearance Required ❑ Date Lot Inspection Completed: Initials 0 (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 to 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 Rats Grease/Sand EI Holding Tank ❑Replacement Bedrooms, Fixture Units j : 2 Grease Intcp/Lint Trap (J, New ❑ Addition Q Existing ❑ Connect to Sewer ?h r--�,r �) 0QV Gal. ��U(1 Gal. Sq. Ft. Total Linear Sidewall Allowance Leach Bed sq. ft. Bottom Area Ft. ft. rock/ sq. ft. running ft. Install Lines) ft. long ft. wide of Bottom Area Inlet Tested Depth ❑ N/A with min. inches rcck below drainlines U Proposed Bottom Tested Depth or Z Leach lines/bed special design for slope: (3) Pit Diameter No. Pits Pit Below Inlet (61) Seepage Pit Maximum Other: Applicable J�,. Total Depth Albwable Depth W N/A Overburden Factor ❑ 5' P� 6' `7 TD 0 Well Review Approved: Date: Well Crilling Permit# SIGNATURE Grading Plan Approved: Date: SIGNATURE Plan Check Only Approved: Date: REMARKS: /'t? 4 A inc d bill /,,.. .,/a/'t/c U G %/��y/i� i'Ir% llliril + /4vlr�P . . � P �'Ilr ��/�S i,v � �.�, .lvt' ff%'0.. 4 d Lv r�i��All- 42. This application is AP OVE~D)DENIED for the category checked in SECTION B above, regar�ding,the design of a disposal system as indicated on the accompanied plot plan, using the requirements set forth in SECTION C above. A building permit is necessary for the installation the / Revenue of above- Code I _ Fee $ designed system. No construction is permitted in the required reserved 100% expansion area. Check # 5 14 (o 1) Septic Tank must be 100' minimum from any wells. c) Z (2) Leach lines must be 100' minimum from any wells, including expansion Date %b ` 0 C/ Initial T •� O area. li Ia3 U (3) Sewer lines must be 50' minimum from any wells. W ) �-- (4) Seepage pits must be 150' minimum from any wells, including expansion RIVERSIDE: 909-955-8580 area. �f / - . INDIO: 760-863-7000 Sighture ` �" Vf A. loct SOUTHWEST: 909-600-6'80 Date % ...a I ..­ ..�— Mn w rne, T CLLUvv—App cant; rlrv11—t$10g. Dept.; GULutNKOD—Plans/Records 10 rF FRED WARING DR. MILES AVENUE 50TH.AVENUE JAJDJJ Z ENUE 52 W VICINITY MAP r ' V c N. T. S. LOCALIZI DEPRESSI _...�1 5.5) BO OI 6' HIGH JELEV W LOCALIZE DEPRESSI ELEV FG ('1 5.2)x J Nt - --r ) (17.7) x (17.7) 7 6' HIGH GA WALL IN THE CIN OF LA QUINTA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA TRACT'NC). 21176 FOR !OT 14 AT LA QUINTA. POLO ESTATES LOT 14 OF TRACT NO. 21176, AS FILED IN MAP BOOK 166/95-97, OFFICIAL RECORDS, SEC. 4, T. 6 S., R. 7 E., S. B. M. GRAPHIC SCALE 21 •22 " t" !� z' I�� f ITIr..L.8O 1'� w (EPf 7.6 l sr cry 17 \ P ( IN FEET ) 1 inch 20 ft 6' HIGH GARDEN /-- WALL E APPROVED FOR PERMITTING: PLANNING AND ZZONING COMPLIANCE: CHECKED AND RECOMMENDED I` FOR APPROVAL BY: TOM HARTUNG DATE JERRY HERMAN, DATE -- BUILDING & SAFETY DIRECTOR COMMUNITY DEVELOPMENT DIRECTOR CITY OF LA QUINTA CITY OF LA QUINTA GENERAL NOTES - T 1. ANY GRADING PERFORMED TO ESTABLISH OR RE-ESTABLISH PAD ELEVATION SHALL BE PERFORMED IN ACCORDANCE WITH THE APPROVED ROUGH GRADING PLAN'AND A SEPARATE PERMIT ISSUED BY THE LA QUINTA PUBLIC WORKS DEPARTMENT. 2. THE CONTRACTOR IS AUTHORIZED TO PROCEED WITH FINE GRADING ACTIVITY RELATED TO ELEVATIONS SHOWN . ON THIS PLAN, ON ANY SPECIFIC LOT ON THE PLAN, ONLY IF A VALID BUILDING PERMIT HAS BEEN ISSUED BY THE LA QUINTA BUILDING AND SAFETY DEPARTMENT FOR CONSTRUCTION OF THE PRIMARY STRUCTURE ON THAT PARTICULAR LOT. 3. A SEPARATE PERMIT SHALL BE OBTAINED FROM THE LA QUINTA BUILDING AND SAFETi DEPARTMENT FOR ANY BLOCK WALLS SHOWN ON THIS PLAN. 4. THIS PLAN IS FOR ON -LOT CONSTRUCTION USE ONLY. ALL OFF -LOT CONSTRUCTION" ACTIVITY, . SUCH AS DRIVEWAY APPROACHES OR OTHER IMPROVEMENTS IN THE STREET v RIGHT-OF-WAY, SHALL BE PERFORMED BY SEPARATE PLANS AND PERMIT ISSUED BY LA QUINTA PUBLIC WORKS DEPARTMENT. - 5. THE CONTRACTOR IS RESPONSIBLEY FOR OBTAINING ALL REQUIRED PERMITS. I 6. THE CONTRACTOR, AND ITS SUBCONTRACTORS, ARE RESPONSIBLE FOR ENSURING THE DRAINAGE CONCEPT SHOWN ON THIS PLAN IS NOT COMPROMISED BY LANDSCAPING FEATURES OR OTHER APPURTENANCES" NOT SHOWN ON THIS PLAN. 7. AFTER CLEARING PLANT GROWTH AND OTHER DELETERIOUS MATERIAL FROM THE —. BUILDING PAD, THE GROUND SURFACE WITHIN THE BUILDING ENVELOPE SHALL BE •• -- ""7 ; (16 O) -`-- --•-w __ SCARIFIED TO A MINIMUM OF 6" AND THEN COMPACTED TO NINETY PERCENT (90%) s. RELATIVE. DENSITY PER A.S.T.M. SPECIFICATIONS. (15.4) -- 8. THE CONTRACTOR SHALL NOT DISTURB ;EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTEON THE PLANSREPL CE END SHALL BE PERF�ORMEDOBYDANUA APPROPRIATELY REGISTERED CIVIL AND -` ENGINEER OR LICENSED LAND SURVEYOR. 9. ALL STREETS, PUBLIC OR PRIVATE, SHALL BE CLEANED DAILY OF DIRT, MUD, AND 6DEBRIS DEPOSITS RESULTING FROM ANY ACTIVITY RELATED TO CONSTRUCTION x (13.6) ) ..•- - OCCURRING ON THE LOTS SHOWN ON THIS PLAN. CLEANING SHALL BE PERFORMED TO THE S �~ `•� E ATISFAC71ON OF THE BUILDING OFFICIAL OR CITY ENGINEER. 10. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. PLANTER 11. CONSTRUCTION OPERATIONS AND MAINTENANCE OF EQUIPMENT WITHIN ONE HALF t MILE OF HUMAN OCCUPANCY SHALL BE PERFORMED ONLY DURING THE TIME PERIODS - AS FOLLOWS: r (14.7) x OCTOBER 1ST TO APRIL 30TH MONDAY -FRIDAY 7:00 A.M. TO 5:30 P.M. x (14.9) SATURDAY 8: 00 A.M. TO 5: On r"•M• DOQ. 6' HIGH MAY 1ST TO SEPTEMBER 30TH MONDAY -FRIDAY 6:00 A.M.. TO /:00 P.M. GARDEN WALL SATURDAY 8: A0 A.M. TO 5: QC? P1. M, WORK IS PROHIBITED ON SUNDAYS AND FEDERAL HOLIDAYS. OWNER/DEVELOPER: MR. LANCE ALACANO PLANTER 39-725 GARAND LANE, SUITE "C" PALM DESERT, CA. 92211 TEL (760) 345-7186 FAX (760) 345-1451 x (14.6) X (15.1) SITE ADDRESS: 51-800 VISTA BONITA TRAIL ------ LA QUINTA, CA. 92253 r .� BASIS OF BEARINGS. THE BASIS OF BEARINGS TOR THIS MAP IS TAKEN ALO 2 ` 1 5.8) OF THE SOUTHEAST % SEC. 4, T. 6 S., R. 7 E., FROM r� OF SAID SECTION 4 WESTWARD TO THE INTERSECTION t J r -� .J WITH THE SOUTHEASTHERLY BOUNDARY OF THE COACH j PER M.B. 112/67-69, A BENCHMARK.J V 4% t30 2% 'e 7 ix �` t VISTA B0 -- _ .... _.�.� 1, ; – — — T (16.6).x- _ j),3. 7) (EP 16.9 DEPARTMENT OF ENVIRONMENTAL HEALTHit— Sewage Sewage Disposal Septic tank and leach lines must be 100 feetfrom any 11--- ---- ;ada Seepage pits must be 150 feet In from any well. Dwelling Gal. Septic Tank Sewer lines must ba 50 feet minimum from any well. - G Commercial -76 F(4 Sq. Ft. of Keach Lane, Seepage Pits 5No. 6 DiaLR3TDM_MD THIS APPROVAL GRANTED BY THE Connect to Sewer _Connect to Existing System DEPARTMENT OF ENVIRONMENTAL HEALTH 1 IS VALID FOR ONE (1) YEAR FROM No on-site water softening devices shall he disch rged fntQ the septic system without clearance DATE OF APPROVAL from the Calif. ReRiorml IvI'ater QuaBity Ctmtrol Board. /ABI sewage disposal Uastalfln.fioa s ; c orkfor m to the carr ant U'APC . i:i the :area of the (,-An y dg 'osr '.es^li lines 0all r • ire a env approval 6y this Dept. Yate: ]ETAS 41- 4 iION ARFJL IU N.FWOM ANY VVC4 . MAWTA N #ice► A �Id 10' IFT. J! AfAy LARGS TREE OR WATER L"moi i- 1 *** UNDERGROtTND _ UTILITIES *** *** NOTE TO DEVELOPER*** ALL UNDERGROUND UTILITIES OR STF Ui JURES REPORTED BY THE. OWNER OR OTHERS THIS GRADING PLAN PROVIDES FOR SIDEYARD AND REARYARD DRAINAGE OF THE LOT AND THOSE SHOWN ON THE RECORDS EXAMINED, ARE INDICATED WITH THEIR APPROXIMATE IN ACCORDANCE WITH THE FLOWLINES SHOWN. IT IS THE DEVELOPER'S RESPONSIBILITY LOCATION AND EXTENT. THE OWNER, BY ACCEPTING T?IESE PLANS OR PROCEEDING WITH TO ENSURE THAT THE SWALES ARE CONSTRUCTED BY THE GRADING CONTRACTOR OR IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND. TO HOLD LANDSCAPE CONTRACTOR IN ACCORDANCE WITH THE APPROVED GRADING PLAN AND UNDERSIGNED HARMLESS FOR ANY .DAMAGES RESULTING FROM EXISTENCE OF UNDERGROUND THAT THE INTEGRITY OF THE SWALES ARE MAINTAINED. THIS PRECLUDES THE UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED OR SHOWN CONSTRUCTION OF BLOCK WALLS, FENCES PATIOS OR OTHER STRUCTURES ACROSS ON THE RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY FLOWLINES WITHOUT PROVISIONS FOR APPROPRIATE OPENINGS. THE ENGINEER MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR ASSUMES NO RESPONSIBILITY FOR ALTERATIONS IN THE DRAINAGE SYSTEM CAUSED BY STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ANY SUCH STRUCTURES OR OTHER GRADING MODIFICATIONS MADE BY THE NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. DEVELOPER, HIS SUBCONTRACTOR OR THE PROPERTY OWNER. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO _ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL NAUTHORI D aN & USFS THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE DATE BY MARK APPROVED BY THE PREPARER OF THESE PLANS. ENGINEER REVISIONS . SECTION A -A N.T.S. BENCHMARK: RIV. CO. PD -109-70 A CHSELLES SQUARE ON THE SOUTHEAST WINGWALL 0 CANAL BRIDGE ON AVENUE 50, APPROX. 45' WEST OF STREET i ELEV.= 27.941 (NVG , LEGAL DESCRIPTION LOT 14 OF TRACT NO. 21176, FILED IN MAP BOOK 166, PAGES 95-97, OFFICIAL RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA. 1 ASSESSOR'S PARCEL NO. - 772-280-014 6" MIN. EARTHWORK QUANTITIES (FOR PERMIT USE ONLY - SEPARATE PERMIT FOR POOL) RAW CUT 0 C. Y. 4l RAW FILL 0 C. Y. LEGEND H.P. - HIGH POINT F.G. - FINISHED GRADE F.F. FINISHED FLOOR = F.S. FINISHED SURFACE PAD - PAD ELEVATION T.C. - TOP OF CURB F.L. - FLOWUNE T.W. - TOP OF WALL T.F. - TOP OF FOOTING T.P. - TOP OF PAVEMENT G.B. - GRADE BREAK T.G. - TOP OF GRATE INV. - INVERT OF PIPE - PROPOSED) DRAIN GRATE I - PROPOSED PVC OR DIP PIPE �.1..�■ - PROPERTY LINE —.- - • - —+- . - F,.OWLINE x (8.54.7) - EXISTING SPOT ELEVATION 9¢ - PROPOSED SPOT ELEVA11 N s� SEAL P C Q�yOFESS/O,� DD - SON ` &ASSOCIATES I M No. 24069 m * Exp �2a�-u12-31-0.5\PREPARED UNDER THE SUPERVISION OF professional Teams for Complex Projects APPR. DATE '9. C/V11- Q� CITY SCALE:1" = 20' BENCHMARK J. J. SONEJI DATE CHECKED BY: J.J.S. R.C.E. 24069 EXP. 12/31/2005 DATE: August, 2004 j no 1.Z7S i ALACANO RESIDENCE La Quinta CLIMATE ZONE # 15 Mr. & Mrs. Alacano Pekarek-Crandell, Inc. HERITA Title 24 c LA QUINTA fiNifiTY DEPT, 0) 7AMOVED FOR CONS DA L6Q IJISIA bmilo-C laof as (W lamnc Ifftm T Project Title.......... Custom Residence Date..08/03/04 16:00:47 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. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... Company. Pekarek Crandell,Inc. Address. Camino Capistrano #100 San Juan Captrno,CA 92675 Phone... 949 487-2320 License. Signed.. ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. ate DOCUMENTATION AUTHOR Name.... Sam Maimone Company. Heritage Energy Group Address. 15375 Barranca Pkwy, Suite F-101 Irvine, CA 92618 Phone.A949-89-7221 Signed3 d y ate i CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF-1R ---------------------------------------------------------------------- Project Title.......... Custom Residence Date..08/03/04 16:00:47 Project Address........ Alacano Residence ******* --------------------- Rancho La Quinta *v6.01* Documentation Author... Sam Maimone ******* Building Permit Heritage Energy Group 15375 Barranca Pkwy, Suite F-101 Plan Check Date Irvine, CA 92618 949-789-7221 Field Check/ Date Climate Zone........... 15 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -24287M11 Wth-CTZ15S92 Program -FORM CF-1R ----------------User#-MP0940 User -Heritage Energy Group Run- ------------------------------------------------------------ GENERAL INFORMATION Conditioned Floor Area..... 6308 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 0 deg (N) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Slab On Grade Glazing Percentage......... 18.5 % of floor area Average Glazing U -factor... 0.38 Btu/hr-sf-F Average Glazing SHGC....... 0.33 Average Ceiling Height..... 10.5 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -factor Location/Comments ------------------------------------------------- ------------------------ SlabEdge n/a R-0 R-n/a F2=0.760 SlabEdge n/a R-0 R-n/a F2=0.510 Wall Wood R-19 R-n/a R-19 0.065 RoofRadiant Wood R-30 R-n/a R-30 0.035 FENESTRATION Over - Area U- Exterior hang/ Orientation (sf) Factor SHGC Shading Fins Location/Comments ---------------- ----- ------ -------------- ----- -------------------------- Door Back (S) 240.0 0.270 0.210 Standard Yes dual non metal fram low -e Wind Back (S) 48.0 0.350 0.350 Standard Yes dual wood frame low -e Wind Back (S) 41.0 0.380 0.300 Standard None dual wood frame low -e Door Back (S) 96.0 0.530 0.510 Standard Yes dual pane Wind Back (S) 9.0 0.380 0.300 Standard Yes dual wood frame low -e Door Right (W) 96.0 0.270 0.210 Standard Yes dual non metal fram low -e Door Right (W) 224.0 0.530 0.510 Standard Yes dual pane Wind Right (W) 53.5 0.380 0.300 Standard None dual wood frame low -e Wind Right (W) 25.0 0.380 0.300 Standard Yes dual wood frame low -e Door Front (N) 96.0 0.270 0.210 Standard None dual non metal fram low -e Wind Front (N) 24.0 0.350 0.350 Standard Yes dual wood frame low -e Wind Front (N) 29.5 0.380 0.300 Standard Yes dual wood frame low -e Wind Front (N) 56.0 0.380 0.300 Standard None dual wood frame low -e Wind Front (N) 6.0 0.350 0.350 Standard None dual wood frame low -e Wind Left (E) 94.5 0.380 0.300 Standard None dual wood frame low -e Wind Left (E) 29.9 0.380 0.300 Standard Yes dual wood frame low -e SLAB SURFACES Area Slab Type (sf) ---------------- ------ Standard Slab 2993 Standard Slab 1166 Standard Slab 1142 Standard Slab 1007 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Energy Size Custom Residence Date..08/03/04 16:00:47 Factor (gal) R -value -- ------------------------------ HVAC SYSTEMS -------- 1 ------ ---------- n/a 100 R-12 Rheem Water Heater # RHG PRO100-75 (or equal) Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type ------------------------ Efficiency Airflow Location R -value ------------------------- Leakage ------- D Type Furnace 0.800 AFUE n/a Attic R-4.2 No ------ No ---------- Setback ACSplit 12.00 SEER No Attic R-4.2 No No Setback Living: Minimum Heating Load: 49,390 Btuh Cooling Load: 44,297(Sensible.),53,156(Total) Masterbed: Minimum Heating Load: 16,025 Btuh Cooling Load: 15,371(Sensible),18,446(Total) Brs/Bath: Minimum Heating Load: 18,384 Btuh Cooling Load: 16,099(Sensible),19,319(Total) Cabana/Casita: Minimum Heating Load: 19,643 Btuh Cooling Load: 16,099(Sensible),19,319(Total) Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. That individual is required to provide Form CF -6R, an Installation Certificate, which must be posted at the building site prior to issuance of the occupancy permit. The CF -6R is not required for permit submittal. It is intended to insure installation of equipment that meets the efficiency requirements of the compliance documentation. WATER HEATING SYSTEMS *All piping used to recirculate hot water must be insulated with R-4 insulation or equivalent. This includes any recirculating piping located in concrete slabs or underground. A timer must be permanently installed to regulate pump operation. Timer setting must permit the pump to be cycled for at least eight hours per day. An automatic thermostatic control must be installed to cycle the pump on and off in response to the temperature of the water returning to the water heater through the recirculation piping. Minimum differential or "Deadband" of the control shall not be less than 20 degrees F. WATER HEATING SYSTEMS DETAIL Standby Internal Tank Recovery Rated Loss Insulation Pilot System Efficiency Input Fraction R -value Light ---- ---------------------------------------------------------------- Large 0.76 n/a 0.0318 R-0 0 SPECIAL FEATURES AND MODELING ASSUMPTIONS ------------------ ----------------------- This building incorporates a Radiant Barrier. The radiant barrier must have an emissivity less than or equal to 0.05, must be installed to cover the roof trusses, rafters, gable end walls and other vertical attic surfaces, and must meet attic ventilation criteria. This building incorporates non-standard Water Heating System CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type ---------------------------------------- System Factor (gal) R -value -- ------ Large Gas - Recirc/TimeTemp -------- 1 ------ ---------- n/a 100 R-12 Rheem Water Heater # RHG PRO100-75 (or equal) *All piping used to recirculate hot water must be insulated with R-4 insulation or equivalent. This includes any recirculating piping located in concrete slabs or underground. A timer must be permanently installed to regulate pump operation. Timer setting must permit the pump to be cycled for at least eight hours per day. An automatic thermostatic control must be installed to cycle the pump on and off in response to the temperature of the water returning to the water heater through the recirculation piping. Minimum differential or "Deadband" of the control shall not be less than 20 degrees F. WATER HEATING SYSTEMS DETAIL Standby Internal Tank Recovery Rated Loss Insulation Pilot System Efficiency Input Fraction R -value Light ---- ---------------------------------------------------------------- Large 0.76 n/a 0.0318 R-0 0 SPECIAL FEATURES AND MODELING ASSUMPTIONS ------------------ ----------------------- This building incorporates a Radiant Barrier. The radiant barrier must have an emissivity less than or equal to 0.05, must be installed to cover the roof trusses, rafters, gable end walls and other vertical attic surfaces, and must meet attic ventilation criteria. This building incorporates non-standard Water Heating System CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF-1R Project Title.......... Guest Suite Date..08/03/04 16:11:33 Project Address........ Alacano Residence ******* --------------------- Rancho La Quinta *v6.01* Documentation Author... Sam Maimone ******* Building Permit Heritage Energy Group 15375 Barranca Pkwy, Suite F-101 Plan Check Date Irvine, CA 92618 949-789-7221 Field Check/ Date Climate Zone........... 15 -_-__-_-_-__ Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. -------------------------------------------------------------------- ------------------------------------------ MICROPAS6 v6.01 File -24287M21 Wth-CTZ15S92 Program -FORM CF-1R ----------------User##-MP0940 User -Heritage Energy Group Run - ------------------------------------------------------------- GENERAL INFORMATION Conditioned Floor Area..... 544 sf Building Type .............. Single Family Detached Construction Type New Building Front Orientation. Front Facing 180 deg (S) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Slab On Grade Glazing Percentage......... 27.3 % of floor area Average Glazing U -factor... 0.31 Btu/hr-sf-F Average Glazing SHGC....... 0.24 Average Ceiling Height..... 10 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -factor Location/Comments ------------------------------------------------- ------------------------ S1abEdge n/a R-0 R-n/a F2=0.760 SlabEdge n/a R-0 R-n/a F2=0.510 Wall Wood R-19 R-n/a R-19 0.065 Roof Radiant Wood R-30 R-n/a R-30 0.035 FENESTRATION SLAB SURFACES ------------- Area Slab Type (sf) ---------------- ------ Standard Slab 544 Over - Area U- Exterior hang/ Orientation -------- ----- (sf) ------ ------ Factor -------- SHGC Shading Fins Location/Comments -------- Wind Back (N) 22.5 0.380 0.300 ----- -------------------------- Standard Yes dual wood frame low -e Door Front (S) 96.0 0.270 0.210 Standard Yes dual non metal fram low -e Wind Front (S) 10.0 0.380 0.300 Standard Yes dual wood frame low -e Wind Left (W) 20.0 0.380 0.300 Standard None dual wood frame low -e SLAB SURFACES ------------- Area Slab Type (sf) ---------------- ------ Standard Slab 544 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Guest Suite Date..08/03/04 16:11:33 --------------------------------- HVAC SYSTEMS Refrigerant Tested ACOA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R -value Leakage D Type -------------------------------------------------------- ------ ---------- Furnace 0.800 AFUE n/a Attic R-4.2 No No Setback ACSplit 12.00 SEER No Attic R-4.2 No No Setback Minimum Heating Load: 11,578 Btuh Cooling Load: 11,466(Sensible),13,759(Total) Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. That individual is required to provide Form CF -6R, an Installation Certificate, which must be posted at the building site prior to issuance of the occupancy permit. The CF -6R is not required for permit submittal. It is intended to insure installation of equipment that meets the efficiency requirements of the compliance documentation. WATER HEATING SYSTEMS As per UPC chapter 5: The minimum capacity for water heaters shall be in accordance with the first hour rating listed in Table 5-1 below. -------------------------------------------------------------------- Number of Bathrooms 1 to 1.5 2 to 2.5 3 to 3.5 Number of Bedrooms 1 2 3 2 3 4 5 3 4 5 6 --------- --- --- --- --- --- --- --- --- --- --- --- 1st. Hour Rating, Gallons 42 54 54 54 67 67 80 67 80 80 80 SPECIAL FEATURES AND MODELING ASSUMPTIONS ------------------ *** Items in this section should be documented on the plans, *** *** installed .to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Radiant Barrier. The radiant barrier must have an emissivity less than or equal to 0.05, must be installed to cover the roof trusses, rafters, gable end walls and other vertical attic surfaces, and must meet attic ventilation criteria. REMARKS Number Tank External in Energy Size Insulation Tank Type ---------- Heater Type Distribution Type ------------------------------ System Factor (gal) R -value -- Storage ------ Gas Standard -------- 1 ------ ---------- 0.60 50 R- n/a RHEEM MODEL # RHG PRO50-40 (OR EQUAL) FIRST.HOUR RATING, GALLONS (83) As per UPC chapter 5: The minimum capacity for water heaters shall be in accordance with the first hour rating listed in Table 5-1 below. -------------------------------------------------------------------- Number of Bathrooms 1 to 1.5 2 to 2.5 3 to 3.5 Number of Bedrooms 1 2 3 2 3 4 5 3 4 5 6 --------- --- --- --- --- --- --- --- --- --- --- --- 1st. Hour Rating, Gallons 42 54 54 54 67 67 80 67 80 80 80 SPECIAL FEATURES AND MODELING ASSUMPTIONS ------------------ *** Items in this section should be documented on the plans, *** *** installed .to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Radiant Barrier. The radiant barrier must have an emissivity less than or equal to 0.05, must be installed to cover the roof trusses, rafters, gable end walls and other vertical attic surfaces, and must meet attic ventilation criteria. REMARKS L' COMPUTER METHOD SUMMARY Page 1 C-2R ---------------------------------------------------------------------- Project Title.......... Custom Residence Date..08/03/04 16:00:47 Project Address........ Alacano Residence ******* --------------------- Rancho La Quinta *v6.01* Documentation Author... Sam Maimone ******* Bui ing Permit Heritage Energy Group 15375 Barranca Pkwy, Suite F-101 Plan Check Date Irvine, CA 92618 949-789-7221 Field Check/ Date Climate Zone........... 15 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -24287M11 Wth-CTZ15S92 Program -FORM C -2R User#-MP0940 User -Heritage Energy Group Run- ------------------------------------------------------------------------------- MICROPAS6 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) _----------------------- Design ---------- Design ---------- Margin = = Space Heating.......... 3.22 3.81 ---------- - -0.59 = = Space Cooling.......... 34.84 33.73 1.11 = = Water Heating.......... 4.52 3.59 0.93 = = Total 42.58 41.13 1.45 = _ *** Building complies with Computer Performance Zone Type 1 Residence 2 Residence 3 Residence GENERAL INFORMATION Conditioned Floor Area..... 6308 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 0 deg (N) Number.of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... Slab On Grade 4 66073 cf 6308 sf 18.5 % of floor area 0.38 Btu/hr-sf-F 0.33 10.5 ft BUILDING ZONE INFORMATION ------------------------- Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit ------------ ----------------------- ----- -------- --------- 2993 32923 0.47 Yes Setback 2.0 Standard No 1166 11660 0.18 Yes Setback 2.0 Standard No 1142 11420 0.19 Yes Setback 2.0 Standard No COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... Custom Residence Date..08/03/04 16:00:47 BUILDING ZONE INFORMATION ------------------------- Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type (sf) (cf) Units itioned Type (ft) (sf) Credit ---------- ------------ ----------------------- ----- -------- --------- 4 Residence 1007 10070 0.16 Yes Setback .2.0 Standard No OPAQUE SURFACES --------------- Area U- Insul Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments -------------- ------ ----- ----- --- ---- ----------------- ---------------- 1 6 Wall 608 0.065 19 180 90 Yes None 10 Wall 243 0.065 19 270 90 Yes None 14 Wall 530 0.065 19 0 90 Yes None 17 Wall 659 0.065 19 90 90 Yes None 20 Wall 250 0.065 19 0 90 No None 21 RoofRadiant 2993 0.035 30 n/a 0 Yes None 2 7 Wall 144 0.065 19 180 90 Yes None 11 Wall 466 0.065 19 270 90 Yes None 22 RoofRadiant 1166 0.035 30 n/a 0 Yes None 3 8 Wall 111 0.065 19 180 90 Yes None 12 Wall 236 0.065 19 270 90 Yes None 15 Wall 364 0.065 19 0 90 Yes None 18 Wall 477 0.065 19 90 90 Yes None 23 RoofRadiant 1142 0.035 30 n/a 0 Yes None 4 9 Wall 435 0.065 19 180 90 Yes None 13 Wall 148 0.065 19 270 90 Yes None 16 Wall 445 0.065 19 0 90 Yes None 19 Wall 247 0.065 19 90 90 Yes None 24 RoofRadiant 1007 0.035 30 n/a 0 Yes None PERIMETER LOSSES ---------------- Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments ------------ --------------------- ----- ---------------------- 1 1 SlabEdge 249 0.760 R-0 No 5 SlabEdge 25 0.510 R-0 No 2 2 SlabEdge 76 0.760 R-0 No 3 3 SlabEdge 132 0.760 R-0 No 4 4 SlabEdge 146 0.760 R-0 No COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... Custom Residence Date..08/03/04 16:00:47 FENESTRATION SURFACES --------------------- Exterior Area U- Act Shade Orientation (sf) factor SHGC Azm Tilt Type Location/Comments ------------------------ ----- ----- --- ------------ ------------------------ 1 1 Door Back (S) 192.0 0.270 0.210 180 90 Standard dual non metal fram low - 2 Wind Back (S) 48.0 0.350 0.350 180 90 Standard dual wood frame low -e 3 Door Back (S) 48.0 0.270 0.210 180 90 Standard dual non metal fram low - 4 Wind Back (S) 6.0 0.380 0.300 180 90 Standard dual wood frame low -e 9 Door Right (W) 96.0 0.270 0.210 270 90 Standard dual non metal fram low - 10 Door Right (W) 112.0 0.530 0.510 270 90 Standard dual pane 17 Door Front (N) 96.0 0.270 0.210 0 90 Standard dual non metal fram low - 18 Wind Front (N) 24.0 0.350 0.350 0 90 Standard dual wood frame low -e 19 Wind Front (N) 10.0 0.380 0.300 0 90 Standard dual wood frame low -e 25 Wind Left (E) 37.5 0.380 0.300 90 90 Standard dual wood frame low -e 26 Wind Left (E) 4.5 0.380 0.300 90 90 Standard dual wood frame low -e 27 Wind Left (E) 5.4 0.380 0.300 90 90 Standard dual wood frame low -e 28 Wind Left (E) 20.0 0.380 0.300 90 90 Standard dual wood frame low -e 2 5 Door Back (S) 96.0 0.530 0.510 180 90 Standard dual pane 11 Wind Right (W) 9.0 0.380 0.300 270 90 Standard dual wood frame low -e 12 Wind Right (W) 25.0 0.380 0.300 270 90 Standard dual wood frame low -e 13 Wind Right (W) 20.0 0.380 0.300 270 90 Standard dual wood frame low -e 3 6 Wind Back (S) 9.0 0.380 0.300 180 90 Standard dual wood frame low -e 14 Wind Right (W) 4.5 0.380 0.300 270 90 Standard dual wood frame low -e 15 Wind Right (W) 20.0 0.380 0.300 270 90 Standard dual wood frame low -e 20 Wind Front (N) 20.0 0.380 0.300 0 90 Standard dual wood frame low -e 21 Wind Front (N) 36.0 0.380 0.300 0 90 Standard dual wood frame low -e 29 Wind Left (E) 9.0 0.380 0.300 90 90 Standard dual wood frame low -e 30 Wind Left (E) 4.5 0.380 0.300 90 90 Standard dual wood frame low -e 31 Wind Left (E) 30.0.0.380 0.300 90 90 Standard dual wood frame low -e 4 7 Wind Back (S) 20.0 0.380 0.300 180 90 Standard dual wood frame low -e 8 Wind Back (S) 15.0 0.380 0.300 180 90 Standard dual wood frame low -e 16 Door Right (W) 112.0 0.530 0.510 270 90 Standard dual pane 22 Wind Front (N) 6.0 0.350 0.350 0 90 Standard dual wood frame low -e 23 Wind Front (N) 4.5 0.380 0.300 0 90 Standard dual wood frame low -e 24 Wind Front (N) 15.0 0.380 0.300 0 90 Standard dual wood frame low -e 32 Wind Left (E) 13.5 0.380 0.300 90 90 Standard dual wood frame low -e OVERHANGS AND SIDE FINS ----------------------- --Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght ----------- ----- ----- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 1 Door 192.0 n/a 8 16 3 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 48.0 n/a 2. 16 1 n/a n/a n/a n/a n/a n/a n/a n/a 3 Door 48.0 n/a 8 16 1 n/a n/a n/a n/a n/a n/a n/a n/a 9 Door 96.0 n/a 8 16 1 n/a n/a n/a n/a n/a n/a n/a n/a 10 Door 112.0 n/a 8 12 2 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 24.0 n/a 2 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 10.0 n/a 5 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 26 Window 4.5 n/a 3 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 27 Window 5.4 n/a 1.5 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 28 Window 20.0 n/a 5 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 2 J COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... Custom Residence Date..08/03/04 16:00:47 OVERHANGS AND SIDE FINS ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area Left R ht Surface (sf) Wdth Hgth Dpth Hght Ext --- ---- ---- ---- Ext Ext ---- ---- Dpth Hght Ext Dpth Hght 5 Door 96.0 n/a 8 12 2 n/a n/a n/a ---- ---- n/a n/a ---- n/a n/a n/a 12 Window 25.0 n/a 5 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 3 6 Window 9.0 n/a 3 12 2 n/a n/a n/a n/a n/a n/a n/a n/a 4 16 Door 112.0 n/a 6 12 2 n/a n/a n/a n/a n/a n/a n/a n/a 23 Window 4.5 n/a 3 2 1 n/a n/a n/a n/a n/a n/a n/a 24 Window 15.0 n/a 5 2 1 n/a _n/a n/a n/a n/a n/a n/a n/a n/a SLAB SURFACES ------------- Area Slab Type ---------------- .(sf) 1 ------ Standard Slab 2993 2 Standard Slab 1166 3 Standard Slab 1142 4 Standard Slab 1007 HVAC SYSTEMS ------------ Refrigerant Tested ACOA System Minimum Charge and Duct Duct Duct Manual Duct Type ------------- Efficiency ----------- Airflow Location ------- R -value .Leakage D Eff 1 ------------- ------- --------- -------- ---- Furnace 0.800 AFUE n/a Attic R-4.2 No No 0.743 ACSplit 12.00 SEER No Attic R-4.2 No No 0.637 2 Furnace 0.800 AFUE n/a Attic R-4.2 No No 0.743 ACSplit 12.00 SEER No Attic R-4.2 No No 0.637 3 Furnace 0.800 AFUE n/a Attic R-4.2 No No 0.743 ACSplit 12.00 SEER No Attic R-4.2 No No 0.637 4 Furnace 0.800 AFUE n/a Attic R-4.2 No No 0.743 ACSplit 12.00 SEER No Attic R-4.2 No No 0.637 WATER HEATING SYSTEMS --------------------- Number Tank External in Energy Size Insulation Tank Type ------------ Heater Type ----------- Distribution Type ------------------- System Factor (gal) R -value 1 Large Gas I Recirc/TimeTemp -------------- ------ ---------- 1 n/a 100 R-12 COMPUTER METHOD SUMMARY Page 5 C -2R Project Title.......... Custom Residence Date..08/03/04 16:00:47 WATER HEATING SYSTEMS DETAIL Standby Internal Tank Recovery Rated Loss Insulation Pilot System------ Efficiency Input Fraction R -value Light ------------.------------ ---------- --------------- ------- 1 Large 0.76 n/a 0.0318 R-0 0 SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Radiant Barrier. The radiant barrier must have an emissivity less than or equal to 0.05, must be installed to cover the roof trusses, rafters, gable end walls and other vertical attic surfaces, and must meet attic ventilation criteria. This building incorporates non-standard Water Heating System REMARKS COMPUTER METHOD SUMMARY -------------------------------------------------------------------------- Page 1 C -2R Project Title.......... Guest Suite Date..08/03/04 1G:11:33 Project Address........ Alacano Residence *******____________________ 3.90 ---------- - -0.23 - Rancho La Quinta *v6.01* 54.35 4.09 = Documentation Author... Sam Maimone ******* Building Permit Total Heritage Energy Group 87.67 9.38 = _ *** Building complies 15375 Barranca Pkwy, Suite F-101 Flran check Date Irvine, CA 92618 Climate Zone........... 949-789-7221 15 Field -Check[ -------------- Date Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File` -24287M21 Wth-CTZ15S92 Program -FORM C-2R ----------------User#-MP0940 User -Heritage -------------------------------------------------------- Energy Group Run- --------------------- MICROPAS6 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) ------------------------ Design ---------- Design ---------- Margin = = Space Heating.......... 3.67 3.90 ---------- - -0.23 - = Space Cooling.......... 58.44 54.35 4.09 = = Water Heating.......... 34.94 29.42 5.52 = Total 97.05 87.67 9.38 = _ *** Building complies with Computer Performance GENERAL INFORMATION Conditioned Floor Area..... 544 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 180 deg (S) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... Zone Type -------------- 1 Residence Slab On Grade 1 5440 cf 544 sf 27.3 % of floor area 0.31 Btu/hr-sf-F 0.24 10 ft BUILDING ZONE INFORMATION ------------------------- Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit ------------ ----------------------- ----- -------- --------- 544 5440 1.00 Yes Setback 2.0 Standard No COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... Guest Suite Date..08/03/04 16:11:33 OPAQUE SURFACES PERIMETER LOSSES Length Area U- Insul Act (ft) ------ Solar Form 3 Location/ Surface ------- (sf) ------ factor ----- R-val ----- Azm --- Tilt Gains Reference Comments 1 R-0 No 2 SlabEdge 17 0.510 ---- ----- ------------ ---------------- 3 Wall 328 0.065 19 0 90 Yes None 4 Wall 224 0.065 19 180 90 Yes None 5 Wall 140 0.065 19 270 90 Yes None 6 Wall 170 0.065 19 180 90 No None 7 RoofRadiant 544 0.035 30 n/a 0 Yes None PERIMETER LOSSES FENESTRATION SURFACES Length F2 Insul Solar Surface ------------ (ft) ------ Factor -------- R-val ------- Gains Location/Comments 1 Area ----- ---------------------- 1 S1abEdge 84 0.760 R-0 No 2 SlabEdge 17 0.510 R-0 No FENESTRATION SURFACES OVERHANGS AND SIDE FINS ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Exterior Area Left Rght Area U- Act Surface ----------- Shade Wdth ----- Hgth ----- Dpth Hght ---- Ext Ext Orientation ------------------ Dpth (sf) ----- factor SHGC.Azm ----- ----- Dpth Tilt Type Location/Comments 1 ---- ---- ---- ---- ---- ---- --- ---- -------- ------------------------ Window 9.0 n/a 1 Wind Back (N) 9.0 0.380 0.300 0 90 Standard dual wood frame low -e 2 Wind Back (N) 4.5 0.380 0.300 0 90 Standard dual wood frame low -e 3 Wind Back (N) 9.0 0.380 0.300 0 90 Standard dual wood frame low -e 4 Door Front (S) 96.0 0.270 0.210 180 90 Standard dual non metal fram low - 5 Wind Front (S) 10.0 0.380 0.300 180 90 Standard dual wood frame low -e 6 Wind Left (W) 20.0 0.380 0.300 270 90 Standard dual wood frame low -e OVERHANGS AND SIDE FINS ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area Left Rght Surface ----------- (sf) ----- Wdth ----- Hgth ----- Dpth Hght ---- Ext Ext Ext Dpth Hght Ext Dpth Hght 1 ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 Window 9.0 n/a 8 16 3 n/a 'n/a n/a n/a n/a n/a n/a n/a 2 Window 4.5 n/a 2 16 1 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 9.0 n/a 8 16 1 n/a n/a n/a n/a n/a n/a n/a n/a 4 Door 96.0 n/a 8 12 2 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 10.0 n/a 3 12 2 n/a n/a n/a n/a n/a n/a n/a n/a SLAB SURFACES ------------- Area Slab Type ---------------- (sf) 1 ------ Standard Slab 544 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... Guest Suite Date..08/03/04 16:11:33 HVAC SYSTEMS WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- --.----------------- -------------- ------ ---------- 1 Storage Gas Standard 1 0.60 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Radiant Barrier. The radiant barrier must have an emissivity less than or equal to 0.05, must be installed to cover the roof trusses, rafters, gable end walls and other vertical attic surfaces, and must meet attic ventilation criteria. REMARKS Refrigerant Tested ACCA System Minimum Charge and Duct Duct Duct Manual Duct Type ------------- Efficiency Airflow Location ------------------------------- R -value Leakage D Eff 1 ------- --------- -------- ---- Furnace 0.800 AFUE n/a Attic R-4.2 No No 0.743 ACSplit 12.00 SEER No Attic R-4.2 No No 0.637 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- --.----------------- -------------- ------ ---------- 1 Storage Gas Standard 1 0.60 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a Radiant Barrier. The radiant barrier must have an emissivity less than or equal to 0.05, must be installed to cover the roof trusses, rafters, gable end walls and other vertical attic surfaces, and must meet attic ventilation criteria. REMARKS