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05-0243 (SFD)P.O. Box 1504 KA-495 CALLE TAMPICO QUINTA, CALIFORNIA 92253 BUILDING PERMIT motion Number rty Address APN: Application description Property Zoning . . . . . Application valuation . . BUILDING & SAFETY DEPARTMENT (760),777-7012 FAX (760) 777-7011 INSPECTION REQUESTS (760) 777-7153 05-00000243 Date 3/21/05 514.8-A VISTA BONITA TR 772-280-018-18 -21176 - DWELLING - SINGLE FA14ILY DETACHED VERY LOW DENSITY RES 442783 Owner ------------------------ Contractor SAUTER FAMILY TRUST ------------------------ LANGFORD CONSTRUCTION 57845 SOUTH VALLEY LN RANCHO MIRAGE CA 92270 LA QUINTA CA 92253 (760) 771-629D WCC: STATE FARM WC: 90QJa9539 09/28/05 CSLB: 4017D0 - 03/31/05 CCC: B -C8 ------ Structure Information 6488 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 3.00 FIRE SPRINKLERS NO GARAGE SQ FTG 1190.00 PATIO SQ FTG 3635.00 NUMBER OF UNITS 1.00 1ST FLOOR SQUARE FOOTA3E 6488.00 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc Permit Fee . . . . 1840.00 Plan Check Fee 1196.00 Issue Date . . . . Valuation . . . . 442783 Qty Unit Charge Per Extension BASE FEE 639.50 343.00 3.5000 -------------------------------------------=-------------------------------- THOU BLDG 100,001-500,000 1200.50 Permit . . . . . . ELEC-NEW RESIDENTIAL Additional desc . . Permit Fee . . . . 15.00 Plan Check Fee 3.75 Issue Date . . . . Valuation . . . . 0 Qty Unit Charge Per Extension -------.--------------------------------------------------------------------- BASE FEE 15.00 Permit . . . . . . GRADING PERMIT Additional desc P.O. BOX 1504 • VOICE (760) 777-7012 78-495 CALLE TAMPICO FAX (760) 777-7011 LA QUINTA, CALIFORNIA 92253 INSPECTIONS (760) 777-7153 BUILDING & SAFETY DEPARTMENT Application Number: C) — Z q Applicant: n <. Applicant's Mailing Address: .. . ✓ J-. I Date: 1 7. Architect or Engineer: Architect or Engineer's Address: Lic. No.: BUILDING PERMIT DECLARATIONS LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professionals Code, and my Licens .s in J llOrce and effect. /O/�DD License Class (. dLicense No. I Date / Contractor /'f �(n ��Q-4 CzAV! 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.). U 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 sued. My Akers' compensation insurance carrier a l policy OgNt(n�b r Carrier —"W. / /iR'/'1�9 Policy Number _/7 I certify that, int a performance of the work for which this permit its ss'ued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provision . Date �//-05- Applicant WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE I WFUL, 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.). Lenders Name Lenders 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 cit d county ordinances and state laws relating to building construction, nd hereby authorize representatives of this county to enter on the above-mentioned p perty for i action urposes. Date_' -J A Signature (Applicant or Agent): f Page 2 Application Number . . . . . 05-00000243 Date 3/21/05 Permit Fee 15.00 Plan Check ,ee . . .00 Issue Date . . . . Valuation . . 0 Qty Unit Charge Per Extension BASE FEE 15.00 -------------------------------------------------------------'--------------- Permit . . . . . . MECHANICAL Additional desc Permit Fee . . . . 163.50 Plan Check lee 40.88 Issue Date . . . . Valuation 0 Qty Unit Charge Per Extension BASE FEE 15.00 5.00 9.0000 EA MECH FURNACE <=100K 45.00 5.00 9.0000 EA MECH B/C <=3HP/100K BTU 45.00 8.00 6.5000 EA MECH VENT FAN 52.00 1.00 6.5000 = EA MECH EXHAUST HOOD 6.50 --------------------------------------------------------------------------- Permit . . . . . . PLUMBING Additional desc Permit Fee . . . . 339.75 Plan Check Fee 84.94 Issue Date . . . . Valuation _ 0 Qty Unit Charge Per Extension BASE FEE 15.00 29.00 6.0000 EA PLB FIXTURE 174.00 2.00 45.0000 EA PLB SEPTIC 90.00 3.00 7.5000 EA PLB WATER HEATER/VENT 22.50 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 6488 sq. ft. sfd. THIS PERMIT DOES NOT INCLUDE POOL & SPA BLOCK WALLS OR DRIVEWAY APPROACH. 2/16/05 6:16:30 AM jjohnson ---------------------------------------------------------------------------- Other Fees . . . . . . . . . ART IN PUBLIC PLACES -RES 606.95 DIF COMMUNITY CENTERS -RES 97.00 DIF CIVIC CENTER - RES 366.00 ENERGY REVIEW FEE 119.60 DIF FIRE PROTECTION -RES 97.00 GRADING PLAN CHECK FEE .00 DIF LIBRARIES 7 RES 225.00 Page 3 Application Number . . . . . 05-00000243 Date 3/21/05 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . DIF PARK MAINT FAC - RES 5.00 DIF PARKS/REC - RES 502.00 STRONG MOTION (SMI) - RES 44.27 DIF STREET MAINT FAC -RES 15.00 DIF TRANSPORTATION - RES 1098.00 Fee summary ----------------- Charged ---------- Paid Credited -------------------- ---------- Due Permit Fee Total 2373.25 :00 D0 2373.25 Plan Check Total 1325.57 750.00 D0 575.57 Other Fee Total 3175.82 .00 D0 3175.82 Grand Total 6874.64 750.00 D0 6124.64 go"gz' Building 50 'h V Address SIN .0. BOX 1504 78-495 �� f T� �o�✓r(rA LA QUINTACALLE CALIFORNIACAL FORNIIA 92253 Mailing `^ I Address 0 -7r,0 -3 1 Contractor 1 �+ FOCI ✓moo 'T v r` CCl/\ 3.� c "�. Or, 7 8 `I � au;� IV]. a R State Lic. City & Classif. Lic. # Designer► - Address Tel L45- 1p-ol 3�� 0_N0\:o S-0 01, -1 (Cit—y\ Zip �1 State C) LIC.# LICENSED CONTRACTOR'S DECLARATION I hereby affirm that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. SIGNATURE DATE OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5, Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law, Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500). ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure ,s not intended or offered for sale. (Sec. 7044, Business and Profes- sions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or im- provement is sold within one year of completion, the owner -builder will have the burden of proving that he did not build or improve for the purpose of sale). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) ❑ 1 am exempt under Sec. B. & P.C. for this reason Date WORKER'S COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worker's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Policy No. Company ❑ Copy is filed with the city. ❑ Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is for one hundred dollars ($100) valuation or less). I certify that in the performance of the work for which this permit is issued, I shall not employany person in any manner so as to become subject to Workers' Compensation Laws of California. Date Owner NOTICE TO APPLICANT.. If, after making this Certificate of Exemption you should become subject to the Workers' Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Lender's Name Lender's Address This is a building permit when properly filled out, signed and validated, and is subject to expiration if work thereunder is suspended for 180 days. 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 city to enter the above-mentioned property for inspection purposes. Signature of applicant Date Mailing Address City, State, Zip WHITE = BUILDING DEPARTMENT APPLICATION ONLY BUILDING' TYPE CONST OCC GRP A.P. Number / Legal Description OT O Project Description S 7- ISq. Ft. y g No. 1 No. Dw. Size Stories Units INew Add ❑ Alter ❑ Repair ❑ Demolition ❑ —_�7 ,, V/ — Ga`II G^� p � +^ / I Estimated Valuation PERMIT AMOUNT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.I. Grading Driveway Enc. Infrastructure inn', lU� Ju I TOTAL L ^-, n I Dvl"..' A REMARKS 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 bv: Validation: YELLOW = APPLICANT PINK = FINANCE 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/IND. AMOUNT: nATF, RECEIPT- :r..HFr..K N- INITIAIS- CERTIFICATE OF COMPLIANCE ^ (California Education Code 17620) Project Name: Oe_ez Date: April 7, 2005 Owner's Name: Sauter Family Trust Phone No. Project Address: 51-480 Vista Bonita Trail La Quinta, CA Project Description: 1 SFD APN: 772-280-018 Tract #: Lot #'s: Type of Development: Residential XX Commercial Industrial Total Square Feet of Building Area: 6,488 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: April 7, 2005 Signature: SCHOOL DISTRICT'S REQUIREMENTS FOR THE ABOVE PROJECT HAVE BEEN OR ►'VILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING: (CIRCLE ONE) Education Code Gov. Code Project 17620 65995 Approval Note: Number of Sq.Ft. 6,488 Amount per Sq.Ft. $ 2.68 Amount Collected $ 17,387.84 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 Eistrict 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 otherapplicable 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 paymen- 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 beer- 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. h;V:C'iIT1V(i�li:irClcVff Sr Cir1'11'ICittc of�x)mhliaanec form tables'P.) USLAnc 1/16/03 T February 3, 2005 Sauter Family Trust 2 Von Dehn Road Rancho Mirage, CA 92270 SUBJECT: Approval for Minor Use Permit 2005-598 Dear Applicant: Your request for Minor Use Permit 2005-598 to allow the construction for a new custom guest casita on Lot 18 at Via Bonita Trail is hereby approved. Enclosed is the approved original Deed Restriction for this Minor Use Permit. It must be signed by the Sauter Family Trust in front of a Notary Public. The original approved documents are then to be recorded with the County Recorder with a recorded copy given to us for our files. Until the recorded copy is received, your Minor Use Permit is not complete. After Vve review our copy, we will provide our clearance to the Building Departme-it to issue the building permit. Should you have any questions, please call me at (760) 777-7070. Very truly yours, TIM NGUYEN Assistant Planner Attachment c: . Building and Safety Department p:\rnup LA 2005-598.doc RECORDING REQUESTED BY: Sauter Family Trust 3 Von Dehn Road Rancho Mirage, CA 92270 WHEN RECORDED PLEASE MAIL TO: Sauter Family Trust 3 Von Dehn Road Rancho Mirage, CA 92270 COVENANT AND AGREEMENT RESTRICTING THE USE OF THE RESIDENCE AT LOT 18 on VIA BONITA TRAIL, LA QUINTA, CALIFORNIA This Covenant and Agreement are made and executed tris 2"d day of February, 2005 by Sauter Family Trust, as the recorded owner(s) of the property described herein. The City of La Quinta, a Municipal Corporation, is hereby made a party to this Agreement for the purposes set forth below. The undersigned hereby certifies that he/she is the property owner of the following described real property in the City of La Quinta, County of Riverside, State of California: LOT 18, BK. 772 PG. 28, TR 21176, in the City of La Quinta, County of Riverside, State of California In consideration of the City of La Quinta issuing a building permit for certain improvements, which will be constructed on said .property, the urdersigned does hereby covenant and agree to, and with said City, to restrict the use of said property as follows: 1. The guest house may not be rented nor sold independent of the main single family residence (Minor Use Permit No. 2005-598); 2. No kitchen or cooking facilities shall be constructed in the guest house per the provisions of Chapter 9.30.030 (RL Zone District) and 9.60.1 10 (Guest Houses) of the La Quinta Municipal Code; 3. All on-site facilities are intended for the sole occupancy of the property owner(s), guests, and caretakers (i.e., a maid and/or housekeeper, etc.); and, 4. The guest house shall be used primarily as a sleeping facility, and shall be maintained in accordance with all zoning and other codes as set forth in the La Quinta Municipal Code, as may be amended from time to time. This covenant and agreement shall run with the land and shall be binding upon future owners, their successors, heirs, or assigns, and ourselves, and shall continue in effect while said accessory building remains on the rsal property or unless otherwise released by the authority of the City of La Quinta. All leases of said dwelling and/or property shall be subject to this restriction. This agreement shall be entitled to the remedy of injunctive relief in addition of any remedy in law or equity. This covenant and agreement and the provisions hereof are irrevocable, except by the written consent of all parties to the agreement, including the City of La Quinta, a municipal corporation. The City shall have the right to enforce each and every provision hereof and the parties agree that the agreement shall not be rescinded, revoked, modified, or otherwise amended or changed, without the expressed written consent of the City first being obtained. In the event that the owners, their heirs, assigns or successors in interest, shall fail to perform any obligation hereunder, they hereby agree to pay all costs and expenses incurred by the City of La Quinta in securing performance of such .obligation, including attorney's fees. By: 1. X PA 3. Signatures) Dated: Printed Name of all owner(s) Douglas R. Evans ' Date Community Development Director City of La Quinta ALL PURPOSE NOTARY ACKNOWLEDGMENT(S) MUST BE ATTAC QED IN 8 1/2 X 11 " FORMAT, FOR EACH SIGNATURE. STATE OF CALIFORNIA ) COUNTY OF RIVERSIDE ).ss. CITY OF LA QUINTA On , before me, Personally appeared personally known to me or proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal, Signature of the Notary Public COUNTY OF RIVERSIDE COMMUNITY HEALTH AGENCY ASSESSOR'S PARCEL NUMBER`/ -DEPARTMENT OF ENVIRONMENTAL HEALTH r7 Z— 1:.K O — 0 I iS 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 specif cations 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 3ounty of Riverside. Approval of this application shall remain valid for a period not to exceed one year from date of payment. LMS # Agent, Contractor, Cg�tact Person 1 C�.v.S Address City StF-te Zip ' S• 11le �A 4R ('41 Telephone -77/ 629' %Ak) a1E"A t�oi 0 iv 7-V 1-3 Omer i /Address _Zip Telhon a / 'State `/7hd�t�' b OJob Property ' Add`ress V V w ity ' Ip H U Lot Size Water Agency/Well Use of Permit, P/P, SUP, PUP, etc. Legal Description DBA LU �j C OF U0 1> 1 °welling),MH"Site Prep., eta 'Signat6re of Applic Date rxa a / 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. (3 Other ❑ Staff Specialist Lot Inspection Regl-ired Cal ❑ Holding Tank Agreements Completed Z ❑ Certification of Existing S.D. System Required Thomas Bros. Page Grd W❑ WQCB Clearance Required ❑ Date Lot Inspection Completed: Initials U) (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 Rate Grease/Sand ❑ Holding Tank ❑ Replacement Bedrooms, Fixture Units 000 Intcp/Lint Trap ew Addition E(3ti Existing Connect to Sewer t-�S MK r;t _ 5 DO �Grease ❑ ❑ Gal. Gal. Sq. Ft. Total Linear Sidewall Allowance Leach Bed sq. ft. Bottom Area Ft. ft. rock/ sq. ft. running ft. Install—Line(s)-----A. lo-ig ft. wide of Bottom Area Inlet Tested Depth ❑ N/A with min. inches rok below drainlines () Proposed Bottom Tested Depth or Z Leach lines/bed special design for slope: (3) Pit Diameter No. Pits Pit Below Inlet (131) Seepage Pit Ma<imum Other: Applicable L + Total Depth 6 p Allowable De Soo -n J U N/A Overburden Factor ❑ 5'TD e )th c ..I W ► U) Well Review Approved: Date: Well D-illing Permit# SIGNATURE Grading Plan Approved: Date: SIGNATURE Plan Check Only Approved: Date: `_ \ L REMARKS: .% �'[ Nk.: nTc� . �` P c J r e s -Z I 64 C' `S e, /1 iJ 0 c7b c f e C, This application i APPROVED/DENIED for the category checked in SECTION B above, regarding the design of a disposal system as indicated l 5 �� l�� on the accompanied plot plan, using the requirements set forth in SECTION IlP t0 l C above. A building permit is necessary for the installation of the above- Revenue Code 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. 0 Z (2) Leach lines must be 100' minimum from any wells, including expansion Date Initial O area. H () (3) Sewer lines must be 50' minimum from any wells. W CO (4) Seepage pits must be 150' minimum from any wells, including expansion RIVERSIDE: 951-955-8980 area. INDIO: 760-863-7000 SOUTHWEST. 951-600-6120 Signature1a- _ Date UtH-JAN 1LZ (H0v 113/04) ulstnounon: VVFII I E—ottice File; YELLOW Applicant; PINK—Bldg Dept.; GOLDENROD—Plans/Records ..�.,r.�-�:s�,:..:,.s�.�.- - -•....r..�1•ry;:W;,m,,.-,_a�a�w.��-ar......�_�-%a.;�:i�.�._�:.:s:_.s��;.. - Certificate of Occupancy ...... G� OF g Y p Building & Safety Department This Certificate is issued pursuant to the requirements of Section 109 of the California Building Code, certifying that, at the time of issuance, this structure was in compliance with the provisions of the Building Code and the various ordinances of the City regulating building construction and/or use. BUILDING ADDRESS: 80-825 VISTA BONITA TRAIL Use classification: SINGLE FAMILY DWELLING Building Permit No.: 05-243 Occupancy Group: R3 Type of Construction: V-N Land Use Zone: RL Owner of Building: SAUTER FAMILY TRUST Address: 3 VON DEHN ROAD City, ST, RANCHO MIRAGE, CA 92270 By: DAVID GATICA `-� Date: JULY 6, 2006 Building Officia POST IN A CONSPICUOUS PLACE 1/24/2005 4:40:49 PM JOHN H. HACKER CIVIL ENGINEER RETENTION BASIN SIZING PROJECT NAME: ILOT 18 - TRACT NO. 21176 LOCATION: INDI0 PROPERTY TYPE: -SINGLE FAMILY" Calculation Entry: L—.1 PECULATION RATE OF SOIL IN/HR 86602 RUNOFF AREA IN SQ. FT. 7390 RETENTION AREA IN SQ. FT. L1 THE DEPTH OF THE DRYWELL 7 THE AVERAGE DEPTH OF THE RETENTION ARE/ C� OUTFLOW IN C.F.S Calculation Values 3.5 in 24 HOUR RAINFALL RATE PLATE(E 5.6) 2 in 6 HOUR RAINFALL RATE PLATE(E 5.4) 1.8 in 3 HOUR RAINFALL RATE PLATE(E 5.2) 0.7 in *SINGLE FAMILY* RUNOFF COEFFICIENT PLATE (D-5.1) 24 HOUR 0.64 in *SINGLE FAMILY* RUNOFF COEFFICIENT PLATE (D-5.1) 6 HOUR 0.62 in *SINGLE FAMILY* RUNOFF COEFFICIENT PLATE (D-5.1) 3 HOUR AVAILABLE RETENTION VOLUME = 7390 + DRYWELL 0 = 7390 CU.FT. Project Name: LOT 18 - TRACT NO. 211 60 MIN PERIOD 24 HOUR STORM % %'AREA'RAINFALL'RUNOFF PECULATION STORAGE 0.012 212.1749 1231.66666666667 68.7554767 0.013 229.85614167 1231.66666666667 197.6192527 0.018 318.26235 1231.66666666667 503.6707207 0.021 371.306075 1231.66666666667 785.5602307 0.028 495.07476667 1231.66666666667 1792.3084807 0.029 512.75600833 1231.66666666667 1019.1258247 0.038 671.88718333 1231.66666666667 0.046 813.33711667 1231.66666666667 0.063 1113.918225 1231.66666666667 0.082 1449.86181667 1231.66666666667 218.19515 0.071 1255.36815833 1231.66666666667 23.7014917 0.073 1290.73064167 1231.66666666667 59.063975 0.101 1785.80540833 1231.66666666667 554.1387417 0.114 2015.66155 1231.66666666667 783.9948833 0.104 1838.84913333 1231.66666666667 607.1824667 0.085 1502.90554167 1231.66666666667 271.238B75 0.014 247.53738333 1231.66666666667 0.019 335.94359167 1231.66666666667 0.013 229.85614167 1231.66666666667 0.012 212.1749 1231.66666666667 0.011 194.49365833 1231.66666666667 0.011 194.49365833 1231.66666666667 0.011 194.49365833 1231.66666666667 0.011 194.49365833 1231.66666666667 Required RetentionVolume D ..a M+ Ay•�Y. yP�'£P 2 .,vA.r. aY, C x•wic...4i��.....YYLiFrY:.,. 2517.5155833 CU FT y7r°�S <Y�'4^T !-'SY'�`�M'C. w,ws 77"n .,, 30 MIN PERIOD 6 HOUR STORM tiu..i...i(GiYa{ 1.+..=C.� a % %'AREA'RAINFALL'RUNOFF PECULATION STORAGE 0.036 332.55168 615.833333333333 0.043 397.21450667 615.833333333333 0.048 443.40224 615.833333333333 0.049 452.63978667 615.833333333333 0.053 489.58997333 615.833333333333 0.058 535.77770667 615.833333333333 0.067 618.91562667 615.833333333333 3.0822933 0.091 840.61674667 615.833333333333 224.7834133 0.116 1071.55541333 615.833333333333 455.72208 0.146 1348.68181333 615.833333333333 732.84848 0.251 2318.62421333 615.833333333333 1702.79088 0.044 406.45205333 615.833333333333 Required RetentionVolume = 3119.2271467 CU. FT. 30 MIN PERIOD 3 HOUR STORM % %'AREA'RAINFALL'RUNOFF PECULATION STORAGE 0.085 684.58881 615.833333333333 68.7554767 0.101 813.452586 615.833333333333 197.6192527 0.139 1119.504054 615.833333333333 503.6707207 0.174 1401.393564 615.833333333333 785.5602307 0.299 2408.141814 615.833333333333 1792.3084807 0.203 1634.959158 615.833333333333 1019.1258247 fired RetentionVolume CU.FT. ,F.,_ 986 T ;�?;" ^ r " z a a Required 4 �<..> ..._ j 02/21/2005 23:35 7607795143 JHA ENGINEERING JOHN H. HACKER CIVIL ENGINEER RETENTION BASIN SIZING PROJECT NAME: LOT 18 • TRACT NO. 21176 LOCATION: JINDIO PROPERTY TYPE' -SINGLE FAMILY" Calculation Entry: PECULATION RATE OF SOIL IN/HR 85602 RUNOFF AREA IN SQ. FT. 739DI RETENTION AREA IN SQ. FT =0 THE DEPTH OF THE DRYWELL :J THE AVERAGE DEPTH OF THE RETENTION ARES OUTFLOW IN C.F.S Calculation Values: 3.5 in 24 HOUR RAINFALL RATE PLATE(E 5.6) 2 in 6 HOUR RAINFALL RATE PLATE(E 5.4) 1.8 in 3 HOUR RAINFALL RATE PLATE(E 5.2) 0.7 in "SINGLE FAMILY' RUNOFF COEFFICIENT PLATE (D•5.1) 24 HOUR 0.64 in 'SINGLE FAMILY' RUNOFF COEFFICIENT PLATE (D-5.1) 6 HOUR 0.62 in *SINGLE FAMILY' RUNOFF COEFFICIENT PLATE (0-5.1) 3 HOUR AVAILABLE RETENTION VOLUME = 7390 + DRYWELL 0 = 7390 CU.FT. PAGE 01 . 112412005 4:40:49 PM Project Name: LOT 18 - TRACT NO. 211 60 MIN PERIOD 24 HOUR STORM C %P AREA`RAINFALL`RUNOFF PECULATION STORAGE 0.012 212.1749 1231.66666666667 0.013 229.85614167 1231,66666666667 0.019 318.26235 1231.66666666667 0,021 371.306075 1231.66666666667 0.028 495.07476667 1231.66666666667 0,029 512.75600833 1231.66666666667 0.038 671.88718333 1231.66666666667 0.046 813.33711667 1231.66666666667 0.063 1113.918225 1231.66666666667 0.082 1449,86181667 1231.66666666667 218.19515 0.071 1255.36815933 1231.66666666667 23,7014917 0.073 1290.73064167 1231.66666666667 59.063975 0.101 1785.80540633 1231.66666666667 554.1387417 0,114 2015.66155 1231, X66666667 783.9948833 0.104 1838.84913333 1231.MS6666667 607.1824667 0.085 1502.90554167 1231.66666666667 271,238875 0.014 247.53738333 1231.66666666667 0.019 335.94359167 1231,66666666667 0,013 229.85614167 1231,66666666667 0,012 212,1749 1231.66666666667 0.011 194.49365833 1231.66666666667 0.011 194.49365833 1231.66666666667 0.011 194,49365833 1231.66666666667 0,011 194.49365833 1231.66666666667 Required RetentionVobme • 2517.5155833 CU.FT. . ....:...: :..: .:. .I ....,.:...: ....:<:-,,.,I.:.:..,�,.!i,.,•, ... •:•.•••i ,,....,. , „ ,:: „�', i:t !; ..,... r is r,• v„• ::,•.: 30 MIN PERIOD 6 HOUR STORM %'AREA"RAINFALL"RUNOFF PECULATION STORAGE 0.036 332.55168 615.833333333333 0.043 397.21450667 615,833333333333 0.048 443,40224 615.833333333333 D,049 452.63978667 615.833333333333 0.053 489.58997333 615.833333333333 0.058 535.77770667 615,833333333333 0.067 616.91562667 615.833333333333 3. DB22933 0.091 840.61674667 615.833333333333 224, 7834133 0.116 1071,55541333 615.833333333333 455.72208 0.146 1348,68161333 615.833333333333 732.84848 0.251 2318.62421333 615.833333333333 1702,79088 0,044 406.45205333 615.833333333333 .,...,.-.......Required RetentionVolume 3119.2271467 CU. FT. • ..; �� 30 MIN PERIOD„ 3HOUR STORM .. .. ,...... , .. ., % %"AREA"RAINFALL`RUN0IFF PECULATION STORAGE 0,085 684.58881 615.833333333333 . 68.7554767 0.101 813.452586 615,833333333333 197,6192527 0.139 1119.504054 615.833333333333 503.6707207 0.174 1401.393564 615.633333333333 785,5602307 0.299 2408.141814 615, 833333333333 1792.3084807 0.203 1634.959158 615,833333333333 1019.1258247 Required eter>tron o ume =4367.039986 CU FT. .. ..-....... 3" JtHN HACKER & ASSOCIATES JOB Civil Engineers/Land Surveyors SHEET NJO. OF_ 68487 E. Palm Canyon Dr. Suite 44 Cathedral City, California 92234 CALcuLAT=-:) BY oa;E (760) 324-0216 CHECKED 8'/ DA_ E 6" Mas w/ #.' ^ ^^ _ ,_ Soli #4 Horiz as shown G r ---r , . .. GENERAL NOTES & SPECIFICATIONS 1. FOOTING SHALL BEAR ON FIRM, NATURAL UNDISTURBED SOIL OR CERTIFrD COMPACTED FILL. . 2. • DESIGN IS BASED ON NON—EXPANSIVE SOIL WITH NO SURCHARGE. t J. GRADE IS TO BE LEVEL ON BOTH SIDES OF WALL FOR A MINIMUM DISTZ.NCE EQUAL TO THE WALL HEIGHT. 4. CONCRETE TO HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2070 P.S.I. 5. ALL MASONRY UNITS TO BE LEVEL AND PLUMB WITH COMMON BOND AND CONCAVE OR FLUSH JOINTS. 6. CONCRETE MASONRY UNITS TO BE GRADE "N" UNITS PER ASTM SPEC. C-90. 7. MORTAR TO BE TYPE "A4" OR 'S" WITH 1 PART PORTLAND CEMENT, 1/4 PART LIME AND J PARTS SAND. GROUT MIX IS TO BE 1 PART PORTLAND CEMENT, 1/10 PART LIME AND J PARTS AGGREGATE (3/8" MAX.). GROUT AND MORTAR. TO HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2000 P.S.I. 3 8. REINFORCING BARS TO BE DEFORMED GRADC 40 BARS PER ASTM A-615. CONTINUOUS BARS TO BE LAP SPLICED 24 INCHES MINIMUM. 9. GROUT ALL CELLS CONTAINING REINFORCING STEEL AT MASONARY GARDEN WALLS. MAXIMUM GROUT LIFTS AT MASONARY GARDEN WALLS IS 6'-0" MAXIMUN GROUT LIFTS AT RETAINING WALLS IS 4'-0". 10. PROVIDE J18 INCH WIDE EXPANSION JOINTS AT 75 FEET ON CENTER (MAX ) F1111 HIFRHT OF WAII 9. •mxr u4i �s� s+ersl fist �rxcen Soil Density = 110.00 pcf FOOTING DATA - 11.5.5lbs John H Hacker 0.66 ft Title *bm* 1.33 JOHN HACKER AND ASSOCIATES = 0.00 ft Job # Dsgnr: Date: APR 9,2003 68487 HIGHWAY 111, SUITE 44 = 115 Description.... 0.00 ft CATHEDRAL CITYI, CALIF 92234 0.00 in 30"0" wall 0.00 in (760)324-0216 Lateral Load = 0.0 lbs ...Height to Top = CANTILEVERED RETAINING WALL DESIGN Page 1 ort GENERAL SOIL DATA Retained Height = 2.50 ft Allow Soil Bearing = 1,000.0 psf Wall height above retained soil = 0.00 ft Equivalent Fluid Pressure Method Slope Behind Wall = 0.00: 1 Active Soil Pressure - Heel Side = 30.0 psf Height of Soil over Toe = 3.00 in Active Soil Pressure - Toe Side = 30.0 pcf Soil Density = 110.00 pcf FOOTING DATA - 11.5.5lbs Toe Width = 0.66 ft Heel Width = 1.33 Total Footing Width =� = 0.00 ft Footing Thickness = 10.00 in KEY DATA = 115 Distance from Toe = 0.00 ft Width = 0.00 in Depth = 0.00 in ADDED LATERAL LOAD ON STEM Lateral Load = 0.0 lbs ...Height to Top = 0.00 ft ...Height to Bottom = 0.00 ft Wind on Stem = 15.Opsf Passive Pressure Water table height over heel 250.0 pcf 0.0 ft SLIDING DATA Friction Factor @ Footing & Soil = 0.450 ...neglect ht. for passive = 6.00in Lateral Sliding Force = 149.1 lbs less Passive Pressure Force = - 11.5.5lbs less Friction Force = - 301.1 lbs Added Restraint Force Required = 0.0 lbs ADJACENT FOOTING DATA Toe Adjacent Footing Load = 0.0 lbs Footing Width = 0.00 ft Eccentricity = 0.00 in Wall to Ftg CL Dist = 0.00 ft Footing Type Line Load Base Above/Below Soil at Back of Wall = 0.0 ft FOOTING DESIGN RESULTS fc = 2,000 psi ......Minimum Footing Rebar Options...... Fy = 60,000 psi Minimum As % = 0.0018 Toe Side...... Heel Side.... Rebar Cover @ Top = 2.00 in Not req'd Not req'd Rebar Cover @ Bottom = 3.00 in Mu < S * Fr Mu < S * Fr Upward Soil Pressure Under Heel Omitted DESIGN SUMMARY Total Bearing Load = 669 lbs Summary of Stem Section Designs.... ...resultant ecc. = 1.31 in Top: Fence from 3.0 to 2.5 ft Soil Pressure @ Toe = 447 <= 1,000 psf 2nd: 6 in Mas, #4@32.00 in@Edge, From 3.0 ft to 0.0 ft Soil Pressure @ Heel = 225 <= 1,000 psf ACI Factored Press @ Toe Toe Heel ACI Factored Soil Pressure = 626 315 psf Mu': From Upward Loads = 180 0 ft-# Mu': From Downward Loads = 66 0 ft-# Mu: Used For Design = 115 133 ft-# Key Reinforcement: Not Req'd = Mu<S*Fr Actual One -Way Shear = 3.06 5.16 psi Allowable One -Way Shear = 76.03 76.03 psi DESIGN SUMMARY Total Bearing Load = 669 lbs Summary of Stem Section Designs.... ...resultant ecc. = 1.31 in Top: Fence from 3.0 to 2.5 ft Soil Pressure @ Toe = 447 <= 1,000 psf 2nd: 6 in Mas, #4@32.00 in@Edge, From 3.0 ft to 0.0 ft Soil Pressure @ Heel = 225 <= 1,000 psf ACI Factored Press @ Toe = 626 psf ACI Factored Press @ Heel = 315 psf Footing Shear @ Toe = 3.1 <= 76.0 psi Footing Shear @ Heel - 5.2 <= 76.0 psi WALL STABILITY RATIOS Overturning Stability Ratio = 4.31 Sliding Ratio Ratio = 2.79 RetainPro V4.Oa (c) 1989-96 ENERCALC Soil Density = 110.00 pcf FOOTING DATA • P Toe Width = 0.66 ft John H Hacker 1.33 Title 9mmiglq peep 0.450 JOHN HACKER AND ASSOCIATES 10.00 in Job # Dsgnr: Date: APR 9,2003 68487 HIGHWAY 111, SUITE 44 0.00 ft Description.... 0.00 in CATHEDRAL CITYI, CALIF 92234 0.00 in 30"0" wall = 76.03 (760)324-0216 0.0 lbs ...Height to Top = 0.00 ft ...Height to Bottom = 0.00 ft CANTILEVERED RETAINING WALL DESIGN Page 1 or2 GENERAL LLOIL DATA Retained Height = 2.50 ft Allow Soil Bearing = 1,000.0 psf Wall height above retained soil = 0.00 ft Equivalent Fluid Pressure Method Slope Behind Wall = 0.00: 1 Active Soil Pressure - Heel Side = 30.0 psf Height of Soil over Toe = 3.00 in Active Soil Pressure - Toe Side = 30:0 pcf Passive Pressure = 250 0 cf Soil Density = 110.00 pcf FOOTING DATA • P Toe Width = 0.66 ft Heel Width = 1.33 Total Footing Width =S 0.450 Footing Thickness = 10.00 in KEY DATA Line Load Distance from Toe = 0.00 ft Width = 0.00 in Depth = 0.00 in ADDED LATERAL LOAD ON STEM = 76.03 Lateral Load = 0.0 lbs ...Height to Top = 0.00 ft ...Height to Bottom = 0.00 ft Wind on Stem = 15.Opsf Lateral Sliding Force = • P Water table height over heel = 0.0ft SLIDING DATA - 301.1 lbs Friction Factor @ Footing & Soil = 0.450 ...neglect ht. for passive = 6.00in Lateral Sliding Force = 149.1 lbs less Passive Pressure Force = - 115.5lbs less Friction Force = - 301.1 lbs Added Restraint Force Required = 0.0 lbs ADJACENT FOOTING DATA Toe Adjacent Footing Load = 0.0 lbs Footing Width = 0.00 ft Eccentricity = 0.00 in Wall to Ftg CL Dist = 0.00 ft Footing Type Line Load Base Above/Below Soil at Back of Wall = 0.0 ft FOOTING DESIGN RESULTS fc = 2,000 psi ......Minimum Foo tirg Rebar Options...... Fy = 60,000 psi Minimum As % = 0.0018 Toe Side...... Heel Side.... Rebar Cover @ Top = 2.00 in Not req'd Not req'd Rebar Cover @ Bottom = 3.00 in Mu < S * Fr Mu < S " Fr Upward Soil Pressure Under Heel Omitted DESIGN SUMMARY Total Bearing Load = 669 lbs Summary of Stem Section Designs.... ...resultant ecc. = 1.31 in Top: Fence from 3.0 to 2.5 ft Soil Pressure @ Toe = 447 <= 1,000 psf 2nd: 6 in Mas, #4@32.00 in@Edge, F-om 3.0 ft to 0.0 ft Soil Pressure @ Heel = 225 <= 1,000 psf ACI Factored Press @ Toe Toe Heel ACI Factored Soil Pressure = 626 315 psf Mu': From Upward Loads = 180 0 ft-# Mu': From Downward Loads = 66 0 ft-# Mu: Used For Design = 115 133 ft- Key Reinforcement: Not Req'd = Mu<S'Fr Actual One -Way Shear = 3.06 5.16 psi Allowable One -Way Shear = 76.03 76.03 psi DESIGN SUMMARY Total Bearing Load = 669 lbs Summary of Stem Section Designs.... ...resultant ecc. = 1.31 in Top: Fence from 3.0 to 2.5 ft Soil Pressure @ Toe = 447 <= 1,000 psf 2nd: 6 in Mas, #4@32.00 in@Edge, F-om 3.0 ft to 0.0 ft Soil Pressure @ Heel = 225 <= 1,000 psf ACI Factored Press @ Toe = 626 psf ACI Factored Press @ Heel = 315 psf Footing Shear @ Toe = 3.1 <= 76.0 psi Footing Shear @ Heel - 5.2 <= 76.0 psi WALL STABILITY RATIOS Overturning Stability Ratio = 4.31 Sliding Ratio Ratio = 2.79 RetainPro V4.Oa (c) 1989-96 ENERCALC . JHA ENGINEERING, INCORPORATED CIVIL ENGINEERINGDESIGN • LAND PLANNING • S U 3 V E Y I N G ENVIRONIAENTAL SERVICES July 5, 2006 City of La Quinta AV i LPA' 78-495 Calle Tampico La Quinta, CA. 92253-1504 Building Department ATTN: Building Inspection Supervisor RE: Lot 16 — Tract No. 21176 Site Address: Vista Bonita Trail. La Quinta, Ca. Builder: Langford Construction. Gentlemen, This shall serve as a pad certification letter stating that the grading for said lot has been done for the above mentioned property. A field inspection has been done and shows that the pad elevation has been graded as noted, As -Built Elevation Approved Elevation Pad Elevation 99.00 99.00 Form Elevation 99.50 99.50 These elevations. fall within the standards for grading practice and tolerances. Sincerely, ,yA+a��F.Gc� . Hacker R.C.E. 14614 Exp. 3/31/07 �e STgTE 0 F C JHH/agv/052990 41921 BEACON HILL • SUITE A • PALM DESERT, CA. 92211 (760) 779-0657 FAX (760) 779-5143 Jul 22 05 08:19a RF STRUCTURAL&SANTRMRRIA 760 836 0856 P.1 z W R F STRUCTURAL CONSULTANTS, INC. _--_--=------------- =-= --- - ---__ --=�_=--�___.�--_ - _--=� 75-153 hMRLE DRIVE, STE. 8, PALM DESERT, CA 92211 �S • -•�; � PHONE (760) 836-1000 FAX (760) 836-0856 . ! i'3/� �/�1��- � it MAIL RAYMOND��R.FFSIRUCTURAL.COM �t s`f.4- �vaat�� Lc, � .1.�T� 1 7-�. Pa Lz �F-57�ZW5 t,k a0j/ J7Ar CA - 1- 5/8" WEDGE ANCHOR USE (1) WEDGE ANCHOR TO REPLACE EACH MISSING INT. WALL ANCHOR BOLT AND USE (2) WEDGE ANCHORS TO REPLACE EACH MISSING A.B. 0 EXTERIOR SHEAR WALL & SHEAR WALL 6WTN. HOUSE AND GARAGE. 2- 21/2" MIN. ® EDGE OF FTG. CONDITION & CENTERED ® INTERIOR WALL CONDITION, 3- 4 1/2" MIN. ® WEDGE ANCHORS & S" 0 EPDXY, NOTES: WEDGE ANCHORS CAN BE SIMP. WEDGE ALL ( ICBO #3631 ) OR ITW/RAMSET RED HEAD WEDGE ANCHOR (ICSO #1372) NO SPECIAL INSPECTION IS REQUIRED FOR WEDGE ANCHORS. FOLLOW MFR. RECOMMENDATION FOR INSTALLATION. MIN. SPACING BTWN. ANCHORS TO Be 9° IF SPACING IS LESS THAN 9", USE THREADED RODS EMBEDDED S" INTO CONCRETE W/ SIMPSON SET EPDXY (ICBO #5279) OR EPCON AT ADHESIVE SYSYEM (IBCO #3560) SPECIAL INSPECTION IS REQ"D. FOR THIS SYSTEM. MISSING OR MISPLACED A.B. v)pROF ESsi6•` �,--- V. * Exp. 06-340, r CIVIL 9�FOF CALIIi 8 4 TITLE 24 REPORT Title 24 Report for: Sauter Residence -Guest House Lot 18 - Polo Estates La Quinta, CA Project Designer: Report Prepared By: Joan D. Hacker Insu-Form Inc. 68255 Corta Road Cathedral City, CA 92234 (760) 324-0216 Job Number: Date: 12/23/2004 i The EnergyPro computer program has been used to perform the calculations summarized in this I authorized by the California Energy Commission for use with both the Residential and Nonreside This program developed by EnergySoft, LLC (41! I EnergyPro 3.1 By EnergySoft Job Number: r I.T OF LA QUINT APG 6- SAFE_ry DEP FORPPF?OVED liance report. T(iis�o'ograia�l� �ppp�r�oval and 0,01 Bt�il�in� Energ•+�ficiency S a'fidards. erer-Nuumb 655 's' TABLE OF CONTENTS Cover Page Table of Contents Form CF -1 R Certificate of Compliance Form MF -1 R Mandatory Measures Checklist Form C -2R Computer Method Summary HVAC System Heating and Cooling Loads Summary Room Load Summary 1 2 3 6 8 12 13 EnergyPro 3.1 By EnergySoft Job Number: User Number: 2655 Certificate of Compliance: Residential (Part 1 of 2) CF -1 R Sauter Residence Fenestration 12/23/2004 Project Title Date Lot 18 - Polo Estates La Quinta U -Factor S GC Project Address Yes / No Building Permit # Insu-Form Inc. (760) 324-0216 Plan Check / Date Documentation Author Telephone 0.50 Computer Performance 15 Field Check / Date Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only GENERAL INFORMATION 21.0 0.58 Total Conditioned Floor Area: 646 ft2 Average Ceiling Height: 10.0 It Total Conditioned Slab Area: (346 fl? Rear Building Type: 103.4 0.58 (check one or more) Bug ScreenX❑ ❑ © Single Family Detached ❑ Addition (South) ❑ Single Family Attached ❑ Existing Building 0.50 ❑ Multi -Family ❑ Existing Plus Addition ❑ x❑ Front Orientation: (West) 270 deg Floor Construction Type: ® Slab Floor Number of Dwelling Units: 1.00 Number of Stories: 1 ❑ Raised Floor Component Const. Frame Assembly Tvpe U -Value Slab On Grade n/a 0.756 R-19 Wall (W.19.2x6.16) Wood 0.065 R-38 Roof (R.38.204.16) Wood 0.028 Location/Commen-s (attic, garage, typical, etc.) Exposed Slab w/R-0.0 Perimeter Insulatio=n Exterior Wall Exterior Roof FENESTRATION Shadinn nPVICPC Type Orientation Area Fenestration Exterior Overhang Side Fins SF U -Factor S GC Shading Yes / No Yes / No Front (West) 25.0 0.59 0.50 Bug Screen x❑ ❑ ❑ x❑ Left (North) 21.0 0.58 0.50 Bug Screen x❑ ❑ ❑ x❑ Rear (East) 103.4 0.58 0.50 Bug ScreenX❑ ❑ ❑ x❑ Right (South) 79.0 0.58 0.50 Bug ScreenX❑ ❑ ❑ x❑ ❑❑ ❑❑ ❑❑ 1-1 El ❑ ❑ ❑ ❑ ❑ .❑ ❑ ❑ 1:1 1-1 El ❑ ❑ ❑ ❑ 1:1 11 1:1 El ❑❑ 1:1 El Run Initiation Time: 12/23/04 11:09:22 Run Code: 1103828962 Ener Pro 3.1 By Ener Soft User Number: 2655 Job Number: ' Pa e:3 of 13 Certificate of Compliance: Residential (Part 2 .of 2) CF -1 R Sauter Residence 12/23/2004 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 CPntfal FurnarP 80% AFUE Ducts in Attic 42 Setback Gijest Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location / heat pump, evap. cooling) (SEER) (attic, etc.) R -Value Type Comments Split Air Conditioner 12.0 SEER Ducts in Attic 4 9 Sethack Guest WATER HEATING SYSTEMS Rated 1 Water Heater Water Heater Distribution # in Input System Name Type Type Svst. Btu/hr Tank Energy Fac::! 1 External Cap. or Recovery Standby Tank Insul. (gal) Efficiency Loss (%) R -Value 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 inpt of greater than 75,000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input and Recovery Efficiency. REMARKS UUMFLIAMA: ,1 A I tIVItN I 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 signet 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: UI ilCe-, i4 - TaIe-'Rr w12L Name: Joan D. Hacker Title/Firm: D& -:i LL— te-, fZ-1 A - 1. A . Title/Firm: Insu-Form Inc. Address: 2F5 - 12y e,6 Q p11&6; 2T7 Address: 68255 Corta Road PfNL-A/A 1x. c-.fLl�- GYM J12 e 6,C Cathedral City, CA 92234 Telephone:-71ko - 77 -/ - 05 44- Telephone: (760) 324-0216 Lic. #: - � (sig ure) (date) (sig 1 (date Enforcement Agency Name: Title/Firm: _ Address: Telephone_ IEnergyPro 3.1 By EnergySoft User Number: 2655 Job Number: PageA of 13 1 } Certificate of Compliance: Residential (Addendum) CF -1 R Sauter Residence 12/23/2004' 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 ud,CU u I I 111C 4U"4udl:Y u LI1C JFIC{:1aI JUbllln:al1UII dIIU UULUIIICIIIdI1UII ,UUIIIIIICU. Plan .Field HIGH MASS Design(see C -2R) - Verify Thermal Mass: 646 sgft Exposed Slab Floor, 3.50" thick at Guest i HERS Required Verification These features must be confirmed and/or tested by a certified HERS rater under the supervision of a CEC approved HERS .n Uvlu.9. I IC "cMIaaCI nlUat UUa UIIICnI MC new verincauun dnu u1491lusuc Iesun9 uI fnese measures on a form W --W. The HVAC System "Guest' includes Refrigerant Charge and Airflow Credit (or a verification of the TXV, or measure the Refrigerant Charge and Airflow. must provid The HVAC System "Guest' 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. Field Kun Initiation I Ime: 111"13104 11:09:22 Run Code: 1103828962 EnergyPro 3.1 By EnergySoft User Number: 2655 Job Number: Page:5 of 13 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 specireations 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 ❑X -§150(a): Minimum R-19 ceiling insulation. ❑ §150(b): Loose fill insulation manufacturer's labeled R -Value. • ❑X § 150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). []*§150(d): Minimum R-13 raised floor insulation in framed floors or equivalent. E] §150(1): Slab edge insulation -water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. o§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(0: Special infiltration barrier installed to comply with Section 151 meets Commission quality standards. El§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. ®§150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. o§150(i): Setback thermostat on all applicable heating and/or cooling systems. §1500): Pipe and Tank Insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally 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 (R4 or greater) ' 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external 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 13 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 u:>ed. Items marked with an asterisk (') may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When thi: 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 Space Conditioning, Water Heating and Plumbing System Measures: (continued) FX] '§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 entirety in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181 A, or UL181 B. 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. RI§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 ® §150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy 40 lumens/watt or greater for 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. 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 13 `�� Computer Method Summary (Part 1 of 3) C -2R Sauter Residence 12/2'i/2nn4 Project Title Date I nt18 - P_oln Estates I a Quinta Project Address Building Permit # Insti-Farm Inc (760) 324-0216 plan Cteck/Date Documentation Author Telephone Computer Performance 15 1 Field Check/Date Compliance Method (Package or Computer) Climate Zone Source Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating 2.62 1.82 0.80 Space Cooling 57.27 62.71 -5.44 Domestic Hot Water 30.19 25.52 4.67 Totals 90.08 90.05 0.03 Percent better than Standard: 0.0% BUILDING COMPLIES Total Conditioned Floor Area: 646 ft2 Floor Construction Type: ❑ Raised Floor X❑ Slab Floor Building Type: Single Fam Detached Building Front Orientation: (West) 270 deg Total Fenestration Area: 35.4% Number of Dwelling Units: 1.00 Total Conditioned Volume: 6,460 ft 3 Number of Stories: 1 Total Conditioned Slab Area: 646 ft 2 BUILDING ZONE INFORMATION # of Thermostat Vent Zone Name Floor Area Volume Units Zone Type Type Hgt. Area r'uect 646 46n 1 nn ronditinnPrt Rpthnnk 2 n/a Solar OPAQUE SURFACES Act. Gains Type Area U -Fac. Azm. Tilt Y / N Form 3 Reference Location / Comments Wall 395 0.065 270 _9.Q IN ❑ R-19 Wall ON 192x6.16) Guest WPI 479 n n65 _ 0 _9Q ®❑ R-19 Wall ON 19 2x6.16) Guest Wall 347 n n65 9( go ❑ 8-19 Wall f1N-192x6 16) ruPst Wall 321 0.065 180 go ® ❑ R-19 Wall (1N.19 2x6.161 west Rnnf 646 0.028 180 _0 ® ❑ R-38 Roof (R.382x14.16) r.PSt ❑ ❑ ❑ ❑ ❑❑ ❑❑ ❑❑ ❑❑ F ❑ F-1 F-1 ❑❑ Fl F-1 Q 1 ❑❑ ❑❑ F-1 17 ❑❑ El F-1 Run Initiation Time: 12/23/04 11:09:22 Run Code: 1103828962 EnergyPro 3.1 By EnergySoft User Number: 2655 Job Number: Page:8 of 13 Computer Method Summary (Part 2 of 3) C -2R Sauter Residence 12/23/2004 Project Title Date FENESTRATION SURFACES U- Act. Glazing Type Location/ # Type Area Factor SHGC Azm. Tilt Comments L Window Front est) 75 n -o-5.9.0_ n.so 97n An Milgard Windnws (_uect 2 Window Left (North) 21.0 0.580 0.50 0 90 Milgard Windows Guest 3 Window Rear (East) 21.4 0.580 0.50 90 90 Milgard Windows Guest 4 Window Rear (East) 64.0 0.580 0.50 90 90 Milgard Windows Guest 5 Window Rear (East) 18.0 0.580 0.50 90 90 Milgard Windows Guest 6 Window Right (South) 15.0 0.580 0.50 180 90 Milgard Windows Guest L Window Right (South) 64.0 0.580 0.50 180 90 Milgard Windows Guest SHADING INTERIOR AND EXTERIOR 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 5.0 20.0 0.1 20.0 20.0 2 Bug Screen 0.76 3.5 2.0 2.0 0.1 2.0 2.0 3 Bug Screen 0.76 6.0 2.8 2.0 0.1 2.0 2.0 4 Bug Screen 0.76 8.0 8.0 2.0 0 1 2.0 2.0 5 Bug Screen 0.76 2.0 8.0 2.0 0.1 2.0 2.0 6 Bug Screen 0.76 5.0 3.0 2.0 0.1 2.0 2.0 7 Bug Screen 0.76 8.0 8.0 8.0 0.1 8.0 8.0 Run Initiation Time: 12/23/04 11.09.22 Run Code: 1103828962 EnergyPro 3.1 By EnergySoft User Number: 2655 Job Number: Page 9 of 13 LE Computer Method Summary (Part 3 of 3) C -2R Sauter Residence 12/23/2004 Project Title Date THERMAL MASS FOR HIGH MASS DESIGN Area Thick. Heat Inside Loca-ion Type (sf) (in.) Cap. Cond. Form 3 Reference R -Val. Com rents Concrete�Heaoueight �W -3m _28. 0 98 n/a 0 ruL-qt / 41ah on C'rad PERIMETER LOSSES F2 Insulation Type Length Factor R -Val. Dept Slab Perimeter —22 0.76 0 0 0 HVAC SYSTEMS Location / Comments Guest 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 Guest pipe Pipe Hydronic Piping Insul. System Name Length Diameter Thick. Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location/ heat pump, evap. cooling) (SEER) (attic, etc,) R -Value Type Comments Split Air Conditioner 12.0 SEER Ducts in Attic 4.2 Setback Guest WATER HEATING SYSTEMS Ratedl Tank Energy =act! 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 M Ext. A.O. SMITH FPS -50-224 Small Gas Standard 1 43,900 50 0.6C n/a n/a 1 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 Sauter Residence 12/23/2004 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 -equire 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 )aseo on ine aaequacy oT ine speciai fusuncauon ana uocumentauon suomntea. Plan Field HIGH MASS Design(see C -2R) - Verify Thermal Mass: 646 sqft Exposed Slab Floor, 3.50" thick at Guest HERS Required Verification These features must be confirmed and/or tested by a certified HERS rater under the supervision of a CEC approved HERS proviaer. i ne nr=ria rater must document ine nein venncation ana aiagnostic Testing or mese measures on a Toni/ (;[--UK. plan Field The HVAC System "Guest' includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater must proviae verification of the TXV, or measure the Refrigerant Charge and Airflow. The HVAC System "Guest' is using reduced duct leakage to comply and must have diagnostic site testing of duct leakage ierformed by a certified HERS Rater. The results of the diagnostic testing must be reported on a CF -6R Form. Run Initiation Time: 12/23/0411:09:22 Run Code: 1103828962 nergyPro 3.1 By EnergySoft User Number: 2655 Job Number: Page: 11 of 13 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE Sauter Residence 12/23/2004 SYSTEM NAME FLOOR AREA Guest 646 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL COOLING PEAK COIL HTG. PEAK Heating System CFM JSensiblel Latent I CFM I Sensible Output per System 56,000 Total Room Loads 1,313 19,003 1,536 410 17,104 Total Output (Btuh) 56,000 Return Vented Lighting 0 Output (Btuh/sqft) 86.71 Return Air Ducts 950 855 Cooling System Return Fan o 0 Output per System 35,000 Ventilation o 0 0 0 0 Total Output (Btuh) 35,000 Supply Fan 0 0 Total Output (Tons) 2.9 Supply Air Ducts 950 855 Total Output (Btuh/sqft) 54.2 TOTAL SYSTEM LOAD 1 20,9031 1,5361 18 814 Total Output (sgftrron) 221.5 Air System HVAC EQUIPMENT SELECTION CFM per System Airflow (cfm) 1,300 1,3001 BDP CO. 563AN036-A 20,721 11,984 56,000 Airflow (cfm/sqft) 2.01 Airflow (cfm/Ton) 445.7 Outside Air (%) o.o Total Adjusted System Output 20,721 11,984 5s,000 (Adjusted for Peak Design Conditions) Outside Air (cfm/sqft) 0.00 TIME OF SYSTEM PEAK Aug2 Jan 12 am Note: values above given at ARI conditions EATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 26.0 OF 69.4 OF 69.4 OF 109.90F Outside Air Supply Air Ducts 0 cfm 109.3 of Supply Fan Heating Coil 1300 cfm ROOMS 70.OOF 69.4 °F Return Air Ducts ` OOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 111.9/77.6 OF 78.7/68.0 OF 78.7/68.0OF 63.7/62.8 OF Sup?ly Air Ducts Outside Air:: 0 cfm Supply Fan Cooling Coil 64.4 / 63.1 of 1300 cfm ROOMS 59.E°,6 R.H. 78.7/68.00F 78.0/67.8 OF Return Air Ducts EnergyPro 3.1 By EnergySoft User Number: 2655 Job Number: Page: 12 of 13 r, [kbOM LOAD SUMMARY PROJECT NAME Sauter Residence DATE 12/23/2004 SYSTEM NAME Guest FLOOR AREA 646 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 Guest Guest 1 1,313 19,003 1,536 1,313 19,003 i 1,636 410 17,104 I I I PAGE TOTAL TOTAL 1 1,313 19,003 1,536 410 17,104 1 1,313 19,003 1,536 410 17,104 EnergyPro 3.1 By EnergySoft User Number: 2655 Job Number: Page:13 of 13 u TABLE OF CONTENTS I Cover Page Table of Contents Form CF -1 R Certificate of Compliance Form MF -1 R Mandatory Measures Checklist Form C -2R Computer Method Summary HVAC System Heating and Cooling Loads Summary Room Load Summary 1 2 3 6 8 12 13 EnergyPro 3.1 By EnergySoft Job Number: User Number: 2655 Certificate of Comaliance: Residential (Part 1 of 2) CFA R Sauter Residence -42/23/2004 Project Title Date Lot 18 - Polo Estates La Quinta Project Address Buildinc Permit # Insu-Form Inc. (760) 324-0216 Plan Ch•:ck / Date Documentation Author Telephone Computer Performance 15 Field Chack / Date Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area: 5,842 ft2 Average Ceiling Height: 10.0 ft Total Conditioned Slab Area: 5 842 ft2 Building Type: (check one or more) Single Family Detached ❑ Addition ❑ Single Family Attached ❑ Existing Building ❑ Multi -Family ❑ Existing Plus Addition Front Orientation: (West) 270 deg Floor Construction Type: ® Slab Floor Number of Dwelling Units: 1.00 Number of Stories: 1 ❑ Raised Floor Const. Component Frame Assembly Location/Comment3 Type Type U -Value (attic, garage, typical, etc.) Slab On Grade n/a 0.756 Exposed Slab w/R-0.0 Perimeter Insulation R-19 Wall (W.19.2x6.16) Wood 0.065 Exterior Wall Solid Wood Door None 0.387 Exterior Door R-38 Roof (R.38.2xl4.16) Wood 0.028 Exterior Roof FENESTRATION Shading Devices Type Orientation Area Fenestration Exterior Overhang Side Fins SF U -Factor SHGC Shading Yes / No Yes / No Front (West) 283.4 0.58 0.50 Bug Screen X❑ ❑ ❑ X❑ Left (North) 30.0 0.59 0.50 Bug Screen x❑ ❑ ❑X❑ Left (North) 51.0 0.58 0.50 Bug Screen X❑ ❑ ❑ X❑ Rear (East) 560.0 0.58 0.50 Bug Screen X❑ ❑ ❑ X❑ Right (South) 151.0 0.58 0.50 Bug Screen X❑ ❑ ❑X❑ Right (South) 11.3 0.59 0.50 Bug Screen X❑ ❑ ❑ X❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1:1 1:1 El El Run Initiation Time: 12/23/04 11:53:04 Run Code: 1103831584 Ener Pro 3.1 By Ener Soft User Number: 2655 Job Number: Pa e:3 of 13 Certificate of Compliance: Residential (Part 2 of 2) CF -1 R Sauter Residence '2/23/2004 Project Title 16ate 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 Cornments Central Furnarp 80% AFUE Ducts in Attic 42 Setback Whole House Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location heat pump, evap. cooling) (SEER) (attic, etc.) Duct Thermostat Location / R -Value Type Comments Split Air Conditioner 12.0 SEER Ducts in Attic 4 2_ Setba .k Whnle HnusP WATER HEATING SYSTEMS Rated 1 Tank Energy FacO 1 External Water Heater Water Heater Distribution # in Input Cap. or Recovery Standby Tank Insul. System Name Type Type Syst. Btu/hr (gal) Efficiency Loss (%) R -Value Standard Gas 50 gal or Less Small Gas Standard 3 40,000 '5Q 0.53 n/a 12 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 and Standtw Loss. For instantaneous gas water heaters, list Rated Input and Recovery Efficiency. REMARKS f`f1MD1 IAKVIC 0rwTt•1111c\IT This certificate of compliance lists the building features and performance specifications needed to comply with Tile 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) Name:��k Title/Firm: _LA� THe12r1.)&:2aci [I 1A Address: y .S -1 Z�� g/trLl �� 0 l'2(-) F—A c M Q S ,2 j CA Telephone: (oa 777 g (-j S /'c/ Lic. #: _ 2 r•-Z�i•� (signature) (date) Enforcement Agency Name: Title/Firm: Address: Telephone: Documentation Author Name: Joan D. Hacker Title/Firm: Insu-Form Inc. Address: 68255 Corta Road Cathedral City, CA 92234 Telephone: 1760) 324-0216 (sig tu tsIyna—rerstamp) (date) Run Initiation Time• 12/23/04 11.53.04 Run Code*11038315$4 EnergyPro 3.1 By EnergySoft User Number: 2655 Job Number: PageA of 13 Certificate of Compliance: Residential (Addendum) CF -1 R Sauter Residence 12/23/2004 Project Title Date Special Features and Modeling Assumptions The local enforcement agency should pay special attention to the items specified in this checklist. These iters 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 )asea on the adequacy of the special justmcation ana aocumentation suDmittea. Plan I Field The DHW System "Standard Gas 50 gal or Less" Energy Factor = 0.530. An EF below 0.58 requires an R-12 External Blanket. HIGH MASS Design(see C -2R) - Verify Thermal Mass: 1000 sqft Exposed Slab Floor, 3.50" thick at Whole House HIGH MASS Design(see C -2R) - Verify Thermal Mass: 4842 sqft Exposed Slab Floor, 3.50" thick at Whole House HERS Required Verification These features must be confirmed and/or tested by a certified HERS rater under the supervision of a CEC approved HERS proviaer. i ne r+tres rater must document the neia venncation ana aiagnostic testing of tnese measures on a Corm GF -61R. Plan Field The HVAC System "Whole House" includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater rrust provide verification of the TXV, or measure the Refrigerant Charge and Airflow. The HVAC System "Whole House" is using reduced duct leakage to comply and must have diagnostic site testing of dLuct 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: Page:5 of 13 1 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 ❑X '§150(a): Minimum R-19 ceiling insulation. ❑ §150(b): Loose fill insulation manufacturer's labeled R -Value. * §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 §110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. § 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. ❑X §150(i): Setback thermostat on all applicable heating and/or cooling systems. ❑X §1500): Pipe and Tank Insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally 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 external insulation or R-16 combined internal/external 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 13 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. When Ois 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 Space Conditioning, Water Heating and Plumbing System Measures: (continued) FX]'§ 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 UL181 B. 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. I ❑ § 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. § 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 or greater for 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. F§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 13 e Computer Method Summary (Part 1 of 3) C -2R Sauter�esidence 1.20 1.09 'L2L2312Q04 Project Title Space Cooling 27.43 24.41 Date I t8Pol-o-Estates—La_Quinta Domestic Hot Water 4.88 7.72 Project Address ❑ Building Permit # 1asu-Eor_nn Inn (760) 324-0216 -Roof -(R -38-W J-6 Documentation Author Telephone plan Check/Date Computer erformance 15 BUILDING 1 Field Cieck/Date Compliance Method (Package or Computer) Climate Zone 5,842 ft2 Source Energy Use Standard Proposed Compliance Building Type: (kBtu/sf-yr) Design Design Margin ❑ Space Heating 1.20 1.09 0.12 IX Space Cooling 27.43 24.41 3.01 IN X Domestic Hot Water 4.88 7.72 -2.84 ❑ Totals 33.51 33.22 0.29 -Roof -(R -38-W J-6 Percent better than Standard: 0.9% BUILDING COMPLIES Total Conditioned Floor Area: 5,842 ft2 Floor Construction Type: ❑ RaisedFloor Slab Floor Building Type: Single Fam Detached ❑ Building Front Orientation: (West) 270 deg Total Fenestration Area: 18.6% Number of Dwelling Units: 1.00 Total Conditioned Volume: 58,420 ft 3 Number of Stories: 1 Total Conditioned Slab Area: 5,842 ft 2 BUILDING ZONE INFORMATION # of Zone Name Floor Area Volume Units Zone Type -Whole-House 5,842 —58,420 --J-GO- —Conditioned OPAQUE SURFACES Act. Type Area U -Fac. Azm. Tilt -Call— 559 —0-065 —27.0 20 -Door 48_ 0_3.87 _2Z0_ 9.0 Wall_ 119 _0.0.6.5- _0_ 90 Mall_ X16 0 065 _90- ---90 .D9AL a —9_387 90 20 Wall_ 711i —0-0.65- X8.2 90 Boot— 5.842_ ---0-028- —A90 0 Solar Gains Y / N Form 3 Reference The.-mostat Vent Type Hgt. Area —s..tback— 2 _nLa Location / Comments Wholel3ouse Whole Louse W ioleJHouse Whole1fo.use Whole -House Whole±touse Whole-Eouse I EnergyPro 3.1 By EnergySoft User Number: 2655 Job Number: Page:B of 13 1 ❑ _solid_Wood_Door IX ❑ .819_Wa1L(W_19.2x6..1A1 IN X ❑R1.9_Wall_(_W.J ElSo1id-W-oQd 9.2x616) Door X ❑ .EL19_WaIL(W 192x616) O❑ .B_38 -Roof -(R -38-W J-6 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ -- The.-mostat Vent Type Hgt. Area —s..tback— 2 _nLa Location / Comments Wholel3ouse Whole Louse W ioleJHouse Whole1fo.use Whole -House Whole±touse Whole-Eouse I EnergyPro 3.1 By EnergySoft User Number: 2655 Job Number: Page:B of 13 1 Computer Method Summary (Part 2 of 3) C -2R Sauter Residence 12/23/2004 Project Title Date FENESTRATION SURFACES # Type Area U_ Factor SHGC Act. Azm. Glazing Type Tilt Location/ Comments 1 Window Emnt (West) ____J_.0_ 0 58.0 0-50 _2Z0_ _90 Milgard_Nindows WholeJ:touse 2 Window Front West 64.0 0.580 0.50 270 90 Milgard Windows Whole House 3 Window Front West 20.0 0.580 0.50 270 90 Milgard Windows Whole House 4 Window Front est 3.4 0.580 0.50 270 90 Milgard Windows Whole House 5 Window Front West1 10.0 0.580 0.50 270 90 Milgard Windows Whole House 6 Window Front (West) 36.0 0.580 0.50 270 90 Milgard Windows Whole House 7 Window Front (West) 72.0 0.580 0.50 270 9Q Mild and Windows Whole House 8 Window Front (West) 12.0 0.580 0.50 270 90 Milgard Windows Whole House 5 Window Front (West) 1 Q 0.580 0.50 270 9Q Milgard Windows Whole House 10 Window Front (West)_ Q4,0 0,580 0.50 270 90 Milgard Windows Whole House 11 Window Left (North) 20.0 0.590 0.50 0 90 Milgard Windows Whole House 12 Window Left North 6.0 0.580 0.50 0 90 Milgard Windows Whole House 13 Window-Left(N.odls) 10.9 0-590 0 50 0_ 9Q MIgard_Windo s Whole -louse 14 Window Left North 13.8 0.580 0.50 0 90 Milgard Windows Whole House 15 Window Left (North) 31.2 0.580 0.50 0 90 Mil ard Windows Whole House 16 Window Rear East 64.0 0.580 0.50 90 90 Milgard Windows Whole House 17 Window Rear East 12.0 0.580 0.50 90 90 Milgard Windows Whole House 18 Window Rear East_ 48.0 0.580 0.50 90 90 Milgard Windows Whole House 1R Window Rear (East) 52.0 0.580 0.50 90 9Q Milgard Windows Whole House 20 Window Rear East 160.0 0.580 0.50 90 90 Milgard Windows Whole House 21 Window Rear (East) 50.0 0.580 0.50 90 90 Milgard Windows Whole House 22 Window Rear East 15.0 0.580 0.50 90 90 Milgard Windows Whole House 23 Window Rear (East) 15.0 0.580 0.50 _ 90 90 Milgard Windows Whole House 24 Window Rear East 48.0 0.580 0.50 90 90 Milgard Windows Whole House 25 Window Rear (East) 96.0 0.580 0.50 90 90 Milgard Windows Whole House 26 Window Right South 52.0 0.580 0.50 180 90 Milgard Windows Whole House 27 Window Right (South) 11.3 0.590 0.50 _ 180 90 Milgard Windows Whole House 28 Window Right (South) 45.0 0.580 0.50 180 90 Milgard Windows Whole House 29 Window Right (South) 54.0 0.580 0.50 180 90 Milgard Windows Whole House 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 1.0 1.0 2.0 0.1 2.0 2.0 2 Bug Screen _ 0.76 8.0 8.0 2.0 0.1 2.0 2.0 3 Bug Screen _ 0.76 8.0 1.3 40.0 0.1 40.0 40.0 4 Bug Screen 0.76 1.4 1.3 40.0 0.1 40.0 40.0 5 Bug Screen 0.76 1.8 6.0 4.0 0.1 4.0 4.0 6 Bug Screen 0.76 6.0 2.0 2.0 _0. 2.0 2.Q 7 Bug Screen _ 0.76 9.0 8.0 2.0 0.1 2.0 2.0 8 Bug Screen 0.76 6.0 2.0 2.0 0.1 2.0 2.0 9 Bug Screen 0.76 1.0 1.0 2.0 0.1 2.0 2.0 10 Bug Screen 0.76 8.0 8.0 12.0 0.1 12.0 12.0 Ti Bug Screen 0.76 4.0 5.0 6.0 0.1 6.0 6.0 12 Bug Screen 0.76 1.5 4.0 _ 6.0 0.1 6.0 6.0 13 Bug.Screen 0.76 4.0 2.5 2.0 0.1 2.0 2.0 14 Bug Screen 0.76 5.5 2.5 2.0 0.1 2.0 2.0 15 Bug Screen 0.76 5.5 5.8 2.0 0.1 2.0 2.0 16 Bug Screen _ 0.76 8.0 8.0 8.0 0.1 8.0 8.0 17 Bug Screen 0.76 1.5 8.0 8.0 0.1 8.0 8.0 18 Bug Screen 0.76 8.0 6.0 20.0 0.1 20.0 20.0 19 Bug Screen 0.76 6.5 8.0 20.0 0.1 20.0 20.0 20 Bug Screen 0.76 10.0 16.0 20.0 0.1 20.0 20.0 21 B�cu Screen 0.76 10.0 2.5 10.0 0.1 10.0 10.0 22 Bug Screen 0.76 3.0 2.5 10.0 0.1 10.0 10.0 23 Bug Screen 0.76 2.5 6.0 6.0 0.1 6.0 6.0 24 Bug Screen 0.76 8.0 6.0 6.0 0.1 6.0 6.0 25 Bug Screen 0.76 8.0 12.0 8.0 0.1 8.0 8.0 26 Bug Screen 0.76 6.5 8.0 20.0 0.1 20.0 20.0 27 Bug Screen 0.76 5.0 2.3 2.0 0.1 2.0 2.0 28 Bug Screen 0.76 7.5 3.0 2.0 0.1 2.0 2.0 29 Bug Screen 0.76 9.0 6.0 2.0 0.1 2.0 2.0 Run Initiation Time: 12/23/04 11:53:04 Run Code: 1103831584 EnergyPro 3.1 By EnergySoft User Number: 2655 Job Number: Page:9 of 13 Computer Method Summary (Part 3 of 3) C -2R Sauter Residence F2 Insulation Type Length Factor R -Val. Depth Location / Comments 12/23/2004 Project Title 0.76 0.0 0 Whole House SJab-I?eumeter 42 O.7-6 00, 0 WJioJ.eJdouss Date THERMAL MASS FOR HIGH MASS DESIGN Heating Equipment Area Thick. Heat Inside Locat:on Type (sf) (in.) Cap. Cond. Form 3 Reference R -Val. Comnents Concrete Heavyweight -1.,000. _3_5.0 _28. _0.28. n1a 0 WJioleJtouseLS1ab_on-G_rade Concrete. Heavyweight 4.842 3_50 28 0_98 n/a 0 Whole House / Slab on Grade PERIMETER LOSSES REMARKS User Number: 2655 F2 Insulation Type Length Factor R -Val. Depth Location / Comments Slab Perimeter 22 0.76 0.0 0 Whole House SJab-I?eumeter 42 O.7-6 00, 0 WJioJ.eJdouss HVAC SYSTEMS Heating Equipment Minimum Distribution Type Type (furnace, heat Efficiency and Location Duct Thermostat Loca-.ion / pump, etc.) (AFUE/HSPF)(ducts/attic, etc.) R -Value Type Comments Central Furnace 80° AFUE Ducts in Attic 4.2 Setback Whole House Hydronic Piping Pipe Pipe Insul. System Name Length Diameter Thick. Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Localon / heat pump, evap. cooling) (SEER) (attic, etc) R -Value Type Comments Split Air Conditioner 12.0 SEER Ducts in Attic 4.2 Setback Whole House WATER HEATING SYSTEMS Ratedl 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 (qal) Efficiency Loss (%) Ext. Standard Gas 50 gal or Less Small Gas Standard _3 40,000 50 0.53 n/a 12 1 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 User Number: 2655 Computer Method Summary (Addendum) C -2R Sauter Residence 12/23/2004 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 )ased on the adequacy of the special justification and documentation submittea. Plan I Field The DHW System "Standard Gas 50 gal or Less" Energy Factor = 0.530. An EF below 0.58 requires an R-12 External Blanket. HIGH MASS Design(see C -2R) -Verify Thermal Mass: 1000 sqft Exposed Slab Floor, 3.50" thick at Whole House HIGH MASS Design(see C -2R) - Verify Thermal Mass: 4842 sqft Exposed Slab Floor, 3.50" thick at Whole House HERS Required Verification These features must be confirmed and/or tested by a certified HERS rater under the supervision of a CEC aoornved HERS provider. rhe HERS rater must document the tield ventication and diagnostic testing of these measures on a Corm GF -6R. plan Field The HVAC System "Whole House" includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater rrust provide verification of the TXV, or measure the Refrigerant Charge and Airflow. The HVAC System "Whole House" is using reduced duct leakage to comply and must have diagnostic site testing of dict 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: Page:11 of 13 1 o, HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE Sauter Residence 12/23/2004 SYSTEM NAME FLOOR AREA Whole House 5,842 ENGINEERING CHECKS SYSTEM LOAD Number of Systems a Heating System Output per System 70,000 Total Output (Btuh) 280,000 Output (Btuh/sgft) 47.9 Cooling System Output per System 48,000 Total Output (Btuh) 192,000 Total Output (Tons) 16.0 Total Output (Btuh/sgft) 32.9 Total Output (sgft/Ton) 365.1 Air System CFM per System 1,595 Airflow (cfm) 6,380 Airflow (cfm/sgft) 1.09 Airflow (cfm/Ton) 398.8 Outside Air (%) 0.0 Outside Air (cfm/sgft) 0.00 Note: values above 26.0 of n at ARI conditions SYCHROMETRICS 69.3 of 69.3 of Outside Air 0 cfm Supply Fan 6380 cfm 69.3 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 Sensible Latent CFM I Sensible 5,786 105,593 13,886 2,116 89,904 0 5,280 4,495 0 0 0 0 0 0 0 0 0 5,2801 4,495 116,1521 13,886 F77" BDP CO. 563AN048-A 126,988 46,787 280,000 Total Adjusted System Output 126,988 46,787 280,000 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Aug 2 pm I Jan 12 am ream Temperatures at Time of Heatin 110.60F Heating Coil CS 111.9/77.6 OF 78.8/66.0 OF Outside Air O 0 cfm Supply Fa 6380 cfm 78.8/66.0 of 1) Return Air Ducts irstream Temperatures at Time of Cc 78.8 / 66.1 of 60.1 / 59.0 of Fan Cooling Coil Return Air Ducts Supoly Air Ducts 109.9 of ROOMS 70.0 of Supply Air Ducts 60.8 / 59.3 of 52.913% R.H. ROOMS 78.0 / 65.8 of EnergyPro 3.1 By EnergySoft User Number: 2655 Job Number: Page: 12 of 13 ROOM LOAD SUMMARY PROJECT NAME Sauter Residence DATE 12/23/2004 SYSTEM NAME Whole House FLOOR AREA 5,842 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 Whole House Whole House 1 5,786 105,593 13,886 5,786 105,593 13,886 2,116 89,904 PAGE TOTAL 1 5,786 105,593 13,886 2,116 89,904 TOTAL 1 5,786 105,593 13,886 2,116 89,904 EnergyPro 3.1 By EnergySoft User Number: 2655 Job Number: Page: 13 of 13