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0012-186 (SFD)LICENSED,CONTRACTOR DECLARATION I hereby affirm under penalty of perjury that 'l am licensed under provisions of Chapter 9 (commencing with Section 7000) of.Division 3 of the Business and Professionals Code, and. my License is in full force and effect. License #rygI{y r�LLic. Class Exp. Date (W3 /yr Da '7 -4- 9 " C ( Signature of Contractq OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury thatxl am exempt from the Contractor's License Law for the following reason: ( ) 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 & Professionals Code). ( ) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business & Professionals Code). () I am exempt under Section B&P.C. for this reason Date Signature of Owner WORKER'S COMPENSATION DECLARATION .I hereby affirm under penalty of perjury one of the following declarations: ( ) I have and, will maintain a certificate of consent to self -insure for workers' compensation, as provided for,by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ( ) I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' .compensation insurance carrier & policy no. are: Carrier Policy No. EXEMPT (This section need not be completed if the permit valuation is for $100.00 or less). () I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of Caiifornia, and agree th elj I should become subject to the workers' compensation provisions of Sec)ron 3700 of the Labor Code, I shall forthwith comply with �th;�o�sfe���p,.�r& 'ons. Date: Applicant i 1r' Yw1 —,1 Warning: Failure to secure Workers Compensation coverage is unlawful and shall subject an employer to.crimina(pbnalties and civil fines up to $100,000, in addition to the cost of compensation, tlamages as provided for in Section 3706 of the Labor Code, interest and attorney's fees. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on his application. t 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 applicaton agrees to, & shall, indemnify & hold harmless the City of La Quinta, its officers, agents and employees. 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 ism correct. I agree to comply with all City, and State laws relating to the building construction, and hereby authorize representatives of this City to enter upon ,/the above-mentioned property for�inspe tion pur ones. Signature (Owner/Agent) ° u'� Date 4— f , BUILDING PERMIT PERMIT# DATE VALUATION LOT 0012-W TRACT :18 '�^ 30 19, '29147-1 JOB SITE ADDRESS AP .y OWNER CONTRACTOR / DESIGNER / EN INFER 53-161 S0V1Hi1 ' M;VJ I'C'S BOX 366 Qura`rA C,1# 922:53 1A4J'C121 -A CA 92213 (760)564-4832 C.LM.0 3237 USE OF PERMIT SM, - PERMIT DOZS 'NOT INCLIII)Z 81.00K W AL10OWSPA OX APPROACH DRx'11' I&WA Y CUSTOM CONS4TRUC2? PORCIMP 1TIO 81'x.00 SP QAIL4l,C3T?dCARPORT coli 2080.t3A LMOT.a9i`f 7) CO#'Tr OF CORGI -AU C17ON PER:kMW Vn SUMdARV CONDTLIUO a )ON FNE 101.OW-418.000 $1,736.00 PLAIN CHECK Fi::S 2011.000-439-318 $1,424.23 Mif; IAXICALFFE 101-000.421.000 $17139 IP: A=11i A11.1 Fit"p- 101-000-420-000 $262.455 PLUMBF90 FEZ 101-000-419-000 323'2.00 s'I'ROINO MOTION FES - WMID 101-000-2A I -000 $41.86 ilRADINO FEE 1411.000-42.3.4100 $20,00 DfM=,WPUt1? IMPACT .VVE ,ART IN .PUBLIC PLACES -1a. WE 7Q] x'000-255.000 L916A PEE I3.+IPO:iai 101-OOD-439-318-si,01D0.00 4A v .YlFl ' 7SAIX)SgLICEvo !N9bD P?WwCUCO 7 LEDS PPYP'ATPa P -$1,004Jew .$ urAL P am F=9 DUE NOW S80741:'58 1W RECEIPT . DATE BY/ DATE FINALED INSPECTOR .-, OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs Underground Ducts Forms & Footings 7v10 /2 O Ducts Slab Grade Return Air Steel Combustion Air Roof Deck S2Z �� Exhaust Fans O.K. to Wrap FramingCompressor Insulation $ p F.A.U. Vents Fireplace P.L. Gnlis Fireplace T.O. Fans & Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath%aDl Drywall -Int. Lath Z� Final /l�3/d/ BLOCKWALL APPROVALS Final POOLS - SPAS Steel Set Backs Footings _ /�/,� Electric Bond Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground Pibg. Test Final I Gas Piping PLUMBING APPROVALS Gas Test Electric Final Waste Lines 3I�V Heater Final Water Piping ` Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral Pool Cover Sewer Connection fid% Encapsulation Gas Piping Gas Test Appliances Final COMMENTS: Final Utility Notice (Gas) ELECTRICAL APPROVALS Temp. Power Pole Underground Conduit Rough Wiring Low Voltage Wiring Fixtures Main Service Sub Panels Exterior Receptacles G.F.I. Smoke Detectors Temp. Use of Power Final Utility Notice (Perm) / v/ f l7©tom 1-8� P.O. BOX 1504 Building { 78-495 CALLE TAMPICO APPLICATION ONLY Address � 1 " t i �7 50f� tJ 1F� v� 1� 0i �„/, 5, LA QUINTA, CALIFORNIA 92253 Owner INE KKUPG BUILDING: TYPE'CONST. V- int OCC. GRP. R-_� Mailing Address `.Z / S • ILI f�JU-7HF§?At � Iw, S A.P. Number City m Tel. -760 . LA- 0 11 MITA UIS � -7-7 1 - f'7& � Legal Description L0'f n"f'Q�a�-r 2� t4'9 Contractor Project Description `✓ f N6 Ll: rAA4 11, 2-E.S r A9FNC E a^+fZ'Ii-I-A lr�NSilZuf�,c>\1t ►VC Address P o Ci ty Zip .� Tel. _/L 4, J /T 1/ { J I AJ ` /�k" �'1 ZJ r� (.. -J . l ,J 2 State Lic. City & Classif. ?> Lic. # Sq. Ft. /("(� No" N, No. Dw. Size Stories Units Arch., Engr., Designer AND rZZEJ W • IV" c-2„ Ai A, New [' Add O Alter O Repair O Demolition O Address Tel. "•'160 "'74, 133 FL 1­'ASE0_04 340• -3002. City Zip State kAl L BS Cal* 9111 o Lic. # C, 2G 4 4.3 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"and Professions Code, and my license is in full force and effect. SIGNATURE DATE t OWNER -BUILDER DECLARATION Estimated Valuation 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 PERMIT AMOUNT 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 Plan Chk. Dep. i G0 - 00 subjects the applicant to a civil penalty of not more than five hundred dollars ($500). - I; I, as owner of the property, or my employees with wages as their sole compensation, will Plan Chk. Bal. do the work, and the structure is not intended or offered for sale. (Sec. 7044, Buisness and Const. 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, Mech• provided that such improvements are not intended or offered for sale. It, however, the building orimprovement is Sold within one year of completion, the owner -builder will have the burden Electrical of proving that he did not build or improve for the purpose of sale.) I 1 I, as owner of the property, am exclusively contracting with licensed contractors to con- Plumbing ' struct 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 S.M.I. such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) Grading 1-1 1 am exempt under Sec. B. & P.C. for this reason Driveway Enc. Date Owner infrastructure WORKERS' 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 f7 Copy is filed with the city. O Certified copy is hereby furnished. TOTAL CERTIFICATE OF EXEMPTION FROM REMARKS WORKERS' COMPENSATION INSURANCE (This section need not be completed it the permit is for one hundred dollars ($100) valuation or less.) I certify that in the performance of thg work for which this permit is issued, 1 shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. Date Owner NOTICE To APPLICANT: If, after making this Certificate of Exemption you should become ZONE: BY: subject to the Workers' Compensation provisions of the Labor Code, you must forthwith Minimum Setback Distances: comply with such provisions or this permit shall be deemed revoked. Front Setback from Center Line Rear Setback from Rear Prop. Line CONSTRUCTION LENDING AGENCY Side Street Setback from Center Line Ihereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued. (Sec. 3097, Civil Code.) Side Setback from Property Line Lender's Name Lender's Address FINAL DATE INSPECTOR 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. Issued by: Date ` Permit I agree to comply with all city and county ordinances and state laws relating to building !s construction, and hereby authorize representatives -of this city to enter the above- mentioned property for inspection purposes. Validated by: Signature of applicant —Date— Mailing Date Mailing Address Validation: City, State, Zip Cc nr WHITE = FINANCE YELLOW = APPLICANT PINK = BUILDING Dlvls017 v yr LA uU Coachella Valley t5i hied School District P.O. Box 847; Thermal, CA. 92274 . (760) 399-5137, Ext. 235 Thic RnY Fnr Dichirt I kP 0 1l DEVELOPER FEES PAID AREA: AMOUNT: RCPT k: CK M CASH: INITIALS: DATE: CERTIFICATE OF COMPLIANCE (California Education Code 17620) Project Name: Date: February 21, 2001 Owner's Name: Weiskopf Partners I LLC Phone No. Project Address: 81-115 Shinnecock Hills, PGA West, La Quinta. CA 92253 Project Description: New Dwelling APN: 761 Rfin M1 ra Lot #'s: Type of Residential ffi Feet of Building Area: 4,97n Industrial . Certification of Applicant/Owners: The person signing certifies that the above information is correct and makes this statement under penalty of perjury and further represents that he/she is authorized to sign on behalf of the owner/developer. n /IT Dated: 2/21/01 Signature: SCHOOL DISTRICT'S REQUIREMENTS FOR THE ABOVE OJECT HAVE BEEN OR WILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING: (CIRCLE ONE) Education Code Gov. Code Project Agreement Existing Not Subject to Fee 17620 65995 Approval Prior to 1/1187 Requirement Note: Number of Sq.Ft. 4,970 Amount per Sq.Ft. $ Amount Collected Building Permit Application Completed: Yes/No By: Foch "Tut"'Pensis, Assistant Superintendent Administrative Services Administrator in Charge . n Certificate issued by: ' Marcela Valdez Signature- 1 I � 1 Vs I %tel t�;y 11 1 Facilities Clerk 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 writ 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. Rev. 09/27/99 DEVELOPMENT CORPORATION February 5, 2001 Jeff Read Southern Hills Development _ 55-161 SouthernHills La Quinta, CA 92253 RE: Tract #29147-1; Lot #19 Dear Jeff: We have reviewed with you the, house plans for the above referenced lot. We approve of those floor and elevations plans.' Please provide the final color scheme and landscape plans including irrigation plans for our final approval. If you have any questions, please contact me at (760)564-7164 or by email at bdodds@kslmail.com. Very y - trul �y /urs, / William J. Dodds Senior Vice President WJD:vlo --55-920 PGA Boulevard La Quinta, CA 92253 ' (760),564-7166 ' Fax (760) 564-7131 Nov 21 00 05:15a '} P. fsin '1 November,'? 1, 2000. �' C( 2 Project No. 544-0088 / I (A t;,l�- 00-11-520 /f7e 1997 UNIFORM BUILDING CODE SEISMIC DESIGN INFORMATION v . Recently the International Conference of Building Officials issued the 1997 Unifomi Building'Code containing substantial revisions and additions to the earthquakc cngineering section in Chapter 16. New concepts contained in the updated code,that will likely be relevant to construction of the proposed structures are summarized 'below. Ground shaking is expected to be the primary hazard most likely to affect the site, based upon proximity to sivtificant'faults capable of generating large earthquakes. ;Major fault zones considered to be most likely to create strong ground shaking at the site are lined below. r -- I Approximate Distance Fault Tyrie Fault Zone From Site 1997 UBC l San Andreas 12.0 km A i Sari Jacinto 27.5 km �_ A Based on our field observations and understanding of local geologic ; onditions, the soil prof le type judged applicable to this site is Sp, generally described as stiff or dense soil: The site is located within UBC Seismic Zone 4. The following table presents additional eocfficients and factors relevant'to seismic mitigation for new construction upon adoption of the .1997 code. ; iNear -Source Near -Source Seismic Seismic ;4eismic, Acceleration Velocity Coefficient . Coefficient' Source j Factor Na Factor N.v Ca CV San Andreas• LO 1'.l 0.44 Na 0.64 N, 1 San Jacinto 1.0 1.0 _ T0.44 N, 0.64 N, � Past -it' Fait Note 7671_ "care, aAaes► ' i f 'r Past -it' Fait Note 7671_ "care, aAaes► ' From Phone 0 Phone Y Fax ► s a.5 - Fax ° J I\\ . • Stodden Enginewing f GOUVIS ENGINEERING CALIFORNIA SHEET JOB NO. CLIENT PLAN NO.: DATE 2- 6-2001 HDR LEFT OF BATH 3 OVER-ALL LENGTH: 3.25 RCTS AT: .00 3.25 APPLIED LOADS (DOWN +), 3620 AT 1.5 /z!j T - CONC LOAD # 50 /5a2 t7,> UNIF LOAD #/LF REACTIONS (UP +),: LEFT: 2030.5 RIGHT: 1752.0 USE N01 DFL 6X 6 ****** A= 30.250 S=, 27.729 I= 76.255 FV= 85.' E,=1600000.. DF=1.25 CRIT SHEAR = '2008. AT .46 1.5*V/(A*FV*DF) _ .94 SPAN MAX MOM = 2989. FT.LBS. AT •1.50 FB=1200. M%(FB*S*DF)= .86 DEFL= -.04 AT 1.58., L/240.= .16 GOUVIS ENGINEERING CALIFORNIA ----------------------------- SHEET JOB NO. CLIENT PLAN NO.: DATE RIGHT OF GATE STRUCTURE OVER-ALL LENGTH: 7.50 APPLIED LOADS9 DOW/N +) 125 �S•C it -P 3'�x %'e 900 AT 2.75 T- 900 AT 4.75 Y*.Z REACTIONS (UP +): 2- 6-2001 RCTS AT: .00 7.50 UNIF LOAD #/LF CONC LOAD # CONC LOAD # LEFT:- 1368.8 RIGHT: 1368.8 ****** USE N01 DFL 6X 8 ****** A= 41.250 S= 51.563 I= 193.359 FV= 85. E=1600000. DF=1.25 CRIT SHEAR = 1291. AT .63 1.5*V/(A*FV*DF) _ .44 SPAN MAX MOM = 3354. FT.LBS AT 3.75 FB=1350. M/(FB*S*DF)= .46 DEFL= -.11 AT 3.75 L/240•.= .38 LEFT OF GATE STRUCTURE OVER-ALL LENGTH: 9.50 RCTS AT: .00 9.50 APPLIED LOADS (DOWN +) 125 1gk& -r 35-p( �i/� UNIF LOAD #/LF 900 AT 2.75e-44 . CONC LOAD # 900 AT 5.75. e �� CONC LOAD # REACTIONS (UP LEFT: 1588.5 RIGHT: 1399.0 USE NO2 DFL(�2X12 A= 16.875 S= 31.641 I= 177.979 FV= 95. E=1700000. DF=1.25 CRIT SHEAR = 1471. AT .94 1.5*V/,(A*FV*DF).= 1.10% SPAN MAX MOM 4371. FT.LBS. AT 5.51 FB=1450. M/(FB*S*DF)= .911 DEFL= -.23 AT 4.75 L/240.= .47/_,,.,/ GOUVIS ENGINEERING CALIFORNIA SHEET JOB NO. CLIENT PLAN NO.: DATE 2- 5-2001 16 1 -CAR GARAGE DOOR HEADER OVER-ALL LENGTH: 9.50 RCTS AT: .00 9.50 APPLIED LOADS (DOWN +) 155 /Z +/SKS UNIF LOAD #/LF 2400 AT 4.5 -� CONC LOAD # 9000 AT 6.5�- CONC LOAD # REACTIONS (UP �): LEFT: 4841.5 RIGHT: 8031.0 ****** USE ' 24F GLB 5.125X 12.0 ****** Vf A= 61.500 S= 123.000 I= 738.000 FV=165. E=1800000. DF=1.25 CRIT SHEAR = 7876. AT 8.50 1.5*V/(A*FV*DF) SPAN, MAX.MOM = 23395. FT -.LBS AT 6.50 FB=2400. M%(FB*S*DF)= .76 DEFL= -.25 AT 5.00 L/240.= .47 11/08/.2001 23:06 7146321314 ; HOAK'& SHAH ASSOC. PAGE' 04 ROAD & SHAH ASSOCIA'T'ES, Inc. CONSULTING ENGINEERS 3926 E. Coronado Street, Suite 203, Anaheim, CA. 92807 Phone: (714) 63 2-1865 Fax:(714)632-1314. November 9, 2001 Southern Hills Development, Inc. 55-161 Southern.Hills La Quinta, CA 92253 .Attention.: Jim Avenell Reference: Structural Observation summit at the PGA West Lot 54 - Plan 1 B Dowdell Residence. ` Dear Jim: On November 8, 2001 we made visual observation of the structure for the above referenced lots. Framing and hardware locations appeared to.be in substantia) compliance with the approved structural drawings: Please contact our office any time for questions regarding this. HOAK & SHAH ASSOCIATE'S, Inc. �FE9910 ��Hss� Satish Sha_ h P.E. No. C Oa8112 C 56112 CIVIL. �C ohm,. F:U-0T54=0B:D0C r• , Certificate of Occupancy. City of La Quinta. - Building and Safety Department This Certificate issued pursuant to the requirements of Section 109 of the Uniform Building Code, certifying that, at the time of issuance,, this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: BUILDING ADDRESS: 81-115 SHINNECOCK HILLS r . Use Classification: SINGLE FAMILY DWELLING Bldg. Permit No.;' 0012-186 Occupancy Geoup: Rm3 Type of Construction: VN Land Use Zone: RL Owner of Building: WEISKOPF PARTNERS I LLC Building Official Address: 55-161 SOUTHERN HILLS City: LA QUINTA, CA., 92253 By: GARY HARTMAN Date: 12/3/01 POST IN A CONSPICUOUS PLACE -Carole Christensen, Certified Energy Analyst TITLE -24 ENERGY CALCULATIONS , December s, 2000 ENERGY CALCULATIONS FOR: Andrzej Weber, Architect, AIA 74-133 El Paseo, Suite A Palm Desert, CA 92260 ' PROJECT: Read Residence 4970 sq.ft. Custom Home 81-115 Shinnecock Hills La Quinta, CA 92254 Standard Design Proposed Design Compliance Margin 46.38 45.71 +0.67 _w CTZ.15 - 30.8% fenestration 3 HVAC Zones—Zonal Control Metal fenestration - Default, Std. Drape Walls R-19; Roof R-38, Radiant Barrier, Duct R.4.2; AFUE 80%, -SEER 12.0 One 100 gal gas water heater, RecircTimeTemp CONTENTS CF -1R MF -1R C -2R C -3R ' x HVAC Sizing A OUNTA, Liv. '': FY DEPT.�ED 10 1.7 ION i 47-596 Lake Canyon Drive, Aguanga, CA 92536 1-800-735-8152 Member CABEC - California Association of Building Energy Consultants ' r .CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R —Project Title.......... Read Residence Date..12/05/00 10:35:29 Project Address........ 81-115 Shinnecock Hills La Quinta, CA 92254 *v5.10* Documentation -Author... Carole Christensen ******* Building Permit Carole Christensen X47,-596 Lake Canyon Drive Plan Check Date Aguanga, CA 92536 800-735-8152 Field Check/ Date Climate Zone........... 15 Compliance Method....... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -READ Wth-CTZ15S92 -Program-FORM CF -.1R User#-MP1017 User -:Carole Christensen Run-Dr80.12R19.38.4 RB 100Rec GENERAL INFORMATION Conditioned Floor Area..... 4970 sf Building Type ........ Single Family Detached Construction Type ......... New `` Building Front Orientation. Front Facing 345 deg (N) Number of Dwelling Units.,.. 1 , Number of Stories.......... 1 Floor Construction Type.... Slab On Grade Glazing Percentage......... 30.'8 % of, floor area Average Glazing U -value.... 0.86 Btu/hr-sf-F Average Glazing SHGC....... 0.72 Average Ceiling Height..... 11.6 ft. BUILDING SHELL INSULATION Component Type Wall Wall `RoofRadiant .,SlabEdge SlabEdge I .Wall Doo all Door Frame Cavity Type R -value Wood R-17.8 Wood R-17.8' Wood R-11` None R -O"': None _ R-0 Wood R-0 None R-0 Sheathing Total, Assembly R -value R -value U -value Location/Comments R-0 R-17.8 '0.065 Front R-0' R-17.8 '0.*064.To mech, to garage R-27 R-38 0:025 Attic R-0 Front F2=0.760 To Outside, R-0, Door F2=0.510 To mech, To Outside `48:0 0.550 Window To gar/meth R-0 R -O. 0.386 Door R-0 R-0 0.330 0.550 FENESTRATION , (E) Interior SHGC Shading 0.670 Standard 0.700 Standard 0.700 Standard 0.650 Standard 0.700 Standard 0.650 Standard 0.730 Standard 0.730.Standard 0.7.30 Standard 0.730 Standard 0.700 Standard 0.700 Blind Over - Exterior hang/ Shading Fins Standard Standard Standard B1dShade Standard Standard Standard Standard' B1dShade B1dShade Standard Standard None Yes Yes None None Yes Yes Yes None None Yes Yes Area U_ Orientation (sf) Value Window Front (N) 12.0 -0.570 Window Front (N) 15.0' 0.870 Window Front (N) 15:0 0.870 Door Left (E) `48:0 0.550 Window Left (E) 8.0 0.870 Door Left (E) 48.0 0.550 Window Left (E) 14.7 0.720 Window Left (E) 14.7 0.720 Window Left (E),. 10.0 0.720 Window Left (E) 6.2 0.720 Window Back (S) 5.8 0.870 Window Right (W) 13.5 0.870 Interior SHGC Shading 0.670 Standard 0.700 Standard 0.700 Standard 0.650 Standard 0.700 Standard 0.650 Standard 0.730 Standard 0.730.Standard 0.7.30 Standard 0.730 Standard 0.700 Standard 0.700 Blind Over - Exterior hang/ Shading Fins Standard Standard Standard B1dShade Standard Standard Standard Standard' B1dShade B1dShade Standard Standard None Yes Yes None None Yes Yes Yes None None Yes Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Read Residence Date..12/05/00 10:35:29 MICROPAS5 v5.10 File -READ Wth-CTZ15S92 Program -FORM CF -1R .User#-MP1017 User -Carole Christensen Run-Dr80.12R19.38.4 RB 100Rec FENESTRATION Over- • Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Right (W) 13.5 0.870 0.700 Standard Standard Yes Window Right (W) 10.0 0.870 0.700 Standard Standard None Window Right (W) 10.0 0.870 0.700 Standard Standard None Skylight Horz 8.0 0.940 0.730 None None None Window Front (N) 48.0 0.870 0.700 Standard Standard Yes Window Front (N) 20.0 0.720 0.730 Standard B1dShade None Window Front (N) 25.6 0.720 0.730 Standard Standard Yes Window Front (N) 15.0 0.720 0.730 Standard Standard None Window Front (N) 15.0 0.720 0.730 Standard Standard Yes Window Front (N) 48.0 0.870 0.700 Standard Standard Yes Window Front (N) 20.0 0.720 0.730 Standard Standard Yes Window Left (E) 12.0 0.870 0.700 Standard Standard Yes Window Left (E) 3.3 0.720 0.730 Standard B1dShade None Window Left (SE) 30.0 1.190 0.830 Standard B1dShade None Window Left (SE) 6.3 1.190 0.830 Standard B1dShade None Window Back (SW) 30.0 1.190 0.830 Standard B1dShade None Window Back (SW) 6.3 1.190 0.830 Standard B1dShade None Window Back (S) 56.0 1.190 0.830 Standard B1dShade None Window Back (S) 11.7 1.190 0.830 Standard B1dShade None Window Back (SW) 22.8 0.720 0.730 Standard B1dShade None Window Right (W) 12.0 0.870 0.700 Standard B1dShade None Window Right (W) 3.3 0.720 0.730 Standard B1dShade None Door Back (S) 123.8 0.870 0.700 Standard B1dShade None Window Back (S) 27.5 0.720 0.730 Standard B1dShade None Window Left (SE) 21.0 1.190 0.830 Standard B1dShade None Window Left (SE) 6.0 1.190 0.830 Standard B1dShade None Window Back (SW) 21.0 1.190 0.830 Standard B1dShade None Window Back (SW) 6.0 1.190 0.830 Standard B1dShade None Window Back (S) 38.5 1.190 0.830 Standard 'B1dShade None Window Back (S) 11.0 1.190 0.830 Standard B1dShade None Window Right (W) 35.0 0.870 0.700 Standard B1dShade None Door Back (S) 144.0 0.870 0.700 Standard B1dShade None Window Back (S) 32.0 0.720 0.730 Standard B1dShade None Door Back (S) 135.0 0.870 0.700 Standard B1dShade None Window Back (S) 30.0 0.720 0.730 Standard B1dShade None Window Right (W) 24.0 0.720 0.730 Standard Standard Yes Window Right (W) 6.0 0.720 0.730 Standard B1dShade None Window 'Right (W) 13.5 0.720 0.730 Standard Standard Yes Skylight Horz 12.0 0.940 0.730 None None None Window Right (W) 68.0 0.870 0.700 Standard Standard Yes Window Right (W) 20.0 0.720 0.730 Standard B1dShade None Window Right (W) 18.0 0.870 0.700 Standard Standard Yes Door Left (E) 30.0 0.870 0.700 Standard Standard None Window Left (E) 18.0 0.570 0.670 Standard Standard None Door Left (E) 24.0 0.550 0.650 Standard Standard None Door Left (E) 30.0 0'.870 0.700 Standard Standard None CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... Read Residence Date..12/05/00 10:35:29 MICROPAS5 v5.10 File -READ Wth-CTZ15S92 Program -FORM CF -1R User#-MP1017 User -Carole Christensen Run-Dr80.12R19.38.4 RB 100Rec • i Type Exposed S1abOnGrade Yes S1abOnGrade No SLAB -SURFACES Area Slab Type. (sf) Standard Slab 1376 Standard Slab 684 THERMAL MASS Area Thickness (sf) (in) Location/Comments 1297 3.5 Kit/nook/fam/hall/pwd/en 1613 3.5 HVAC SYSTEMS r Tank Type Large System Large Heater Type Gas WATER HEATING SYSTEMS Number Tank in Energy Size Distribution Type System Factor (gal) Recirc/TimeTemp 1 n/a 100 WATER HEATING SYSTEMS DETAIL Standby Internal Tank Recovery Rated Loss Insulation Efficiency Input Fraction R -value 0.909, n/a 0.0126 R-n/a •SPECIAL FEATURES AND MODELING ASSUMPTIONS External Insulation R -value R-0 Pilot Light 0 *** 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 Zonally Controlled HVAC System. This building incorporates a Radiant Barrier. This building incorporates non-standard Fenestration'Shading. 13 Minimum Duct Duct Tested Duct ACCA Thermostat Equipment Type Efficiency Location R -value Leakage Manual D _Type Furnace 0.80,0 AFUE Attic R-4.2 No No SleepingS ACSplit 12.00 SEER Attic R-4.2 No No SleepingS Furnace 0.800 AFUE Attic R-4.2 No No LivingSta ACSplit 12.00 SEER Attic R-4.2 No No LivingSta Furnace 0.800 AFUE Attic R-4.2 No No SleepingS ACSplit 12.00 SEER Attic _ R-4.2 No No SleepingS Tank Type Large System Large Heater Type Gas WATER HEATING SYSTEMS Number Tank in Energy Size Distribution Type System Factor (gal) Recirc/TimeTemp 1 n/a 100 WATER HEATING SYSTEMS DETAIL Standby Internal Tank Recovery Rated Loss Insulation Efficiency Input Fraction R -value 0.909, n/a 0.0126 R-n/a •SPECIAL FEATURES AND MODELING ASSUMPTIONS External Insulation R -value R-0 Pilot Light 0 *** 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 Zonally Controlled HVAC System. This building incorporates a Radiant Barrier. This building incorporates non-standard Fenestration'Shading. 13 CERTIFICATE OF COMPLIANCE:,RESIDENTIAL Page. 4` CF -1R Project Title.......A:.. Read'Residence l)att- -i2%nc;/nn 1n•z-)a SPECIAL FEATURESaAND.MODELING ASSUMPTIONS •� This building -'incorporates a High Mass Design: t This building incorporates non-standard Water Heating System',. ;.REMARKS .,.Zone 1 - Master and Casita .Zone 2 - Living Area hall` and laundry, Zone f3 - Bedrooms 2° • and 3 f. ,i[.' " 's r CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 5 CF -1R' Project Title........... Read Residence Date..12/05/00 10:35:29 MICROPAS5 v5.10 File -READ Wth-CTZ15S92 Program -FORM CF -1R User#-MP1017 User -Carole Christensen 'Run-Dr80.12R19.38.4 RB 100Rec 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. Whentthis 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 DOCUMENTATION AUTHOR Name.... Andrzej J. Weber, AIA, Name.... Carole Christensen Company. Architect Company. Carole -Christensen Address. 74-133 El Paseo, Ste A Address. 47-596 Lake Canyon Drive Palm Desert, Ca 92260 Aguanga, CA 92536 Phone... (760)._340-3002 Phone... 800-735-8152 License.. ' Signed.. Signed. -- ate ate - ENF©RCEMENT AGENCY Name.... Title... Agency.. Phone.:. Signed.. Certifies! Energy Analyst Carole Christensen, CEPE r r R 98-99-239 r CADEC Califomia Association of Building Energy Consultants R ' t MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 1 of 2)W -1R Note: l,owrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used ms 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 mandatorymeasures whether they are shown elsewhere in the documents or on this checklist only. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures: ' §I50(a): Minimum R-19 ceiling insulation. § I50(b): Loose fill insulation manufacturer's labeled R -Value. N/12- • §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. § 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 -value, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors acid windows weatherstripped; all joints and penetrations caulked and sealed.. f § 15(.,`: Vapor barriers mandatory in Climate Zones 14 and 16 only. N § 150(f): Special infiltration barrier installed to comply with § 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 pilot lights allowed. ✓ Space Conditioning, Water Heating and Plumbing System Measures: §110-§113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. §150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA of ACCA. § 150(i): Setback thermostat on all applicable heating and/or cooling systems. § 1500): Pipe and tank insulation 1 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 (I14 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/extemal insulation. 4. All huried or exposed piping insulated in recirculating sections of hot water systems. 5. (.,.,.gig system piping below 55° F insulated. 6. Piping insulated between heating indirect source and hot water tank. July 1, 1999 MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 2 of 2) 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. Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable. DESCRIPTION DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) • §150(m): Ducts and.Fans I. All ducts and plenums constructed, installed, insulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed'with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requiremetns of UL181. UL181A, or UL181B and other applicable specified tests for longevity given in §150(m).:. 2. Exhaust fan systems have back draft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, / manually operated dampers. V § 114: Pool and Spa Heating Systems and Equipment. 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: At least 36" of pipe between filter and heater for'future solar heating. t --'b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch., Q/ §115: Gas :fired central furnaces, pool heaters, spa heaterstor household cooking appliances have no continuously burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) !/ Lighting Measures: §150(k)I.: Luminaires for general lighting in kitchens shall'have lamps with an efficacy of40 , 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. §150(k)2.: Rooms with a shower or bathtub must either have 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 alternatives to this requirement allowed in § I50(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved.A. v/ July 1, 1999 a July 1, 1999 COMPUTER METHOD SUMMARY _ Page 1 ; ;C -2R Project Title:......... Read Residence Date..12/05/00'10':35:29 Project Address........ 81-115 Shinnecock Hills ******* La Quinta, CA 92254 *:x5.10* Documentation Author... Carole Christensen ******* Bui ing Permit Carole Christensen 47-596 Lake Canyon Drive Plan Check Date Aguanga, CA 92536 800-735-8152 Field Check/ -Date - Climate ec -Date- Climate Zone.........` 15 Compliance Method.....'. MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5.v5.10 File -READ Wth-CTZ15S92 Program -FORM C -2R User#-MP1017 User -Carole Christensen Run-Dr80.12R19.38.4 RB 100Rec MICROPAS5 ENERGY USE SUMMARY Conditioned Floor Area..... Energy Use Standard Proposed Compliance,` �(kBtu/sf-yr) Design. Design Margin Space Heating.......... 3.09 V 4.97 -1.88 Space Cooling.......... 37.56 36.04- 1.52 - Water Heating......,..... -5.73 4.70 1.03 Total 46.38 45.71 0.67 ***Building complies with Computer Performance *** Zone Type , GENERAL INFORMATION r Conditioned Floor Area..... 4970 sf Building Type .............. Single Family Detached :Construction Type ......... New Building. Front Orientation. Front Facing 345 deg (N) Number of Dwelling. Units... 1 _ Number,of Building Stories. 1 f ' Weather Data Type........... ReducedYear Floor Construction Type.... Slab On Grade Number of Building Zones... 3 , Conditioned Volume.......... 57677 cf Slab -On -Grade Area.....,.... 4970 sf Glazing Percentage.....'.... 30.8 0 of floor area -Average Glazing U -value.... 0.86 Btu/hr-sf-F Average Glazing SHGC.:..... 0.72 Average Ceiling Height..,.... 11.6 ft BUILDING ZONE INFORMATION Floor 6 i . # ofVent Vent Air Area Volume Dwell Cond- Thermostat Height. Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit 1ZONE Sleeping 1376 15136 0.00 Yes, •SleepingStat 2.0 Standard No 2ZONE Living 2910 35706 1.00 Yes LivingStat 2.0 -Standard No 3ZONE r COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.........'. Read Residence' Date..12/05/00 10:35:29 MICROPASS v5.10 File-READ,.�"Wth-CTZ15S92 Program -FORM C -2R User#-MP101,7 User -Carole Christensen Run-Dr80.12R19.38.4 RB-100Rec Zone Type Sleeping Area U- Insul•Act Solar BUILDING. ZONE INFORMATION Surface (sf) Floor # of Azm .Tilt Vent Vent Air Area. Volume, Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) •(sf) Credit 684 6835 0.00 Yes SleepingStat.. 2.0 Standard No W.19.2X6.16 OPAQUE -SURFACES 2 Wall 30 Area U- Insul•Act Solar Form -3 = Location/ Surface (sf) value R-val Azm .Tilt ''Gains Reference Comments 1ZONE 1 Wall 228 0.065 17.8 345 ;. 90 Yes, W.19.2X6.16 2 Wall 30 0.065 17.8 345 90 No, W.19.2X6.16 3 Wall 62' 0.06S-17.8 75 90 No W.19.2X6.16 4 Wall 333. 0.065 17.8. 75 90 Yes W.19.2X6.16 5 Wall 24. 0.065 17.8 165• 90 Yes W.19.2X6.16 6 Wall '60 0.065 17.8 165 90 No W.19.2X6.16 7 Wall 498 0.065 17.8 255 90 Yes W.19.2X6.16 8 Wall 100 0.064 17.8 345 90 No GWALL%R19 . To'mech 9 RoofRadiant 1368 0.025 38 n/a 0`Yes R.38.2X4.24A Attic - 2 ZONE 12 Wall 155 0.065 17.8 345 ,90,Yes W.19.246.16 13 Wall 300 0.065 17.8 75 90 Yes W.19.2X6.16 14 Wall 116 0.065 17.8 165 90 Yes •W.19.2X6.16 15 Wall 12 0.065 17.8 120{ 90 No W.19.2X6.16 16 Wall 29 0.065 17.8 '210 90 No W,.19.2X6.16 17 Wall 301 0.065 17.8 255 90 Yes W.19.2X6.16- 18 Wall 107 0.065 17.8 255 90 No W.19.2X6.16-. 19 Wall 160 0.064 17.8 345 90 No' GWALL.R19 to garage 20 RoofRadiant 2898 0.025 38 n/a 0 Yes-R.38.2X4.24A Attic 3ZONE 23''Wall 258'',0.065 17.8 75 90 Yes W.19.2X6.16 .24 Wall..220 0.064 17.8 345 90 No GWALL.R19 25 RoofRadiant 684 0.025 38 n/a 0 Yes R.38.2X4.24A Attic PERIMETER LOSSES , Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments 1ZONE 10 SlabEdge 148 0.760 R-0 No To Outside 11 SlabEdge 10 0.510 R-0 No To mech 2ZONE 21 SlabEdge 211 0.760 R-0 No. To Outside 22 SlabEdge 16 0.510 R-0 No To Outside 3ZONE 26 SlabEdge 36 0.760 R-0 No To Outside 27 SlabEdge 22� 0.510 R-0 No To gar/mech•. COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... Read Residence Date..12/05/00 10:35:29 MICROPAS5 v5.10 File -READ Wth-CTZ15S92 Program -FORM C -2R User#-MP1017 User -Carole Christensen Run-Dr80.12R19.38.4 RB 100Rec Orientation 1ZONE 1 Window 2 Window 3 Window 4 Door 5 Window 6 Door 7 Window 8 Window 9 Window 10 Window 11 Window 12 Window 13 Window 14 Window 15 Window 16 Skylight 2ZONE 17 Window 18 Window 19 Window 20 Window 21 Window 22 Window 23 Window 24 Window 25 Window 26 Window 27 Window 28 Window 29 Window 30 Window 31 Window 32 Window 33 Window 34 Window 35 Door 36 Window 37 Window 38 Window 39 Window 40 Window 41 Window 42 Window 43 Window 44 Door 45 Window 46 Door 47 Window 48 Window 49 Window FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC Front (N) 12.0 0.570 0.670 345 90 Standard/0.76 Front (N) 15.0 0.870 0.700 345 90 Standard/0.76 Front (N) 15.0 0.870 0.700 345 90 Standard/0.76 Left (E) 48.0 0.550 0.650 75 90 B1dShade/0.2 Left (E) 8.0 0.870 0.700 75 90 Standard/0.76 Left (E) 48.0 0.550 0.650 75 90 Standard/0.76 Left (E) 14.7 0.720 0.730 75 90 Standard/0.76 Left (E) 14.7 0.720 0.730 75 90 Standard/0.76 Left (E) 10.0 0.720 0.730 75 90 B1dShade/0.2 Left (E) 6.2 0.720 0.730 75 90 B1dShade/0.2 Back (S) 5.8 0.870 0.700 165 90 Standard/0.76 Right (W) 13.5 0.870 0.700 255 90 Standard/0.76 Right (W) 13.5 0.870 0.700 255 90 Standard/0.76 Right (W) 10.0 0.870 0.700 255 90 Standard/0.76 Right (W) 10.0 0.870 0.700 255 90 Standard/0.76 Horz 8.0 0.940 0.730 345 0 None/1 Front (N) 48.0 0.870 0.700 345 90 Standard/0.76 Front (N) 20.0 0.720 0.730 345 90 B1dShade/0.2 Front (N) 25.6 0.720 0.730 345 90 Standard/0.76 Front (N) 15.0 0.720 0.730 345 90 Standard/0.76 Front (N) 15.0 0.720 0.730 345 90 Standard/0.76 Front (N) 48.0 0.870 0.700 345 90 Standard/0.76 Front (N) 20.0 0.720 0.730 345 90 Standard/0.76 Left (E) 12.0 0.870 0.700 75 90 Standard/0.76 Left (E) 3.3 0.720 0.730 75 90 B1dShade/0.2 Left (SE) 30.0 1.190 0.830 120 90 B1dShade/0.2 Left (SE) 6.3 1.190 0.830 120 90 B1dShade/0.2 Back (SW) 30.0 1.190 0.830 210 90 B1dShade/0.2 Back (SW) 6.3 1.190 0.830 210 90 B1dShade/0.2 Back (S) 56.0 1.190 0.830 165 90 B1dShade/0.2 Back (S) 11.7 1.190 0.830 165 90 B1dShade/0.2 Back (SW) 22.8 0.720 0.730 210 90 B1dShade/0.2 Right (W) 12.0 0.870 0.700 255 90 B1dShade/0.2 Right (W) 3.3 0.720 0.730 255 90 B1dShade/0.2 Back (S) 123.8 0.870 0.700 165 90 B1dShade/0.2 Back (S) 27.5 0.720 0.730 165 90 B1dShade/0.2 Left (SE) 21.0 1.190 0.830 120 90 B1dShade/0.2 Left (SE) 6.0 1.190 0.830 120 90 B1dShade/0.2 Back (SW) 21.0 1.190 0.830 210 90 B1dShade/0.2 Back (SW) 6.0 1.190 0.830 210 90 B1dShade/0.2 Back (S) 38.5 1.190 0.830 165 90 B1dShade/0.2 Back (S) 11.0 1.190 0.830 165 90 B1dShade/0.2 Right (W) 35.0 0.870 0.700 255 90 B1dShade/0.2 Back (S) 144.0 0.870 0.700 165 90 B1dShade/0.2 Back (S) 32.0 0.720 0.730 165 90 B1dShade/0.2 Back (S) 135.0 0.870 0.700 165 90 B1dShade/0.2 Back (S) 30.0 0.720 0.730 165 90 B1dShade/0.2 Right (W) 24.0 0.720 0.730 255 90 Standard/0.76 Right (W) 6.0 0.720 0.730 255 90 B1dShade/0.2 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Blind/0.47 Standard/0.68 Standard/0.68 Standard/0.68 None/1 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 COMPUTER METHOD SUMMARY. , Page 4 C -2R Project Title.......... Read Residence Date..12/05/00 10:35:29 MICR0PAS5 v5.10 File -READ Wth-CTZ15S92 Program -FORM C -2R User#-MP1017 User -Carole Christensen Run-Dr80.12R19.38.4 RB 100Rec FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC 50 Window Right (W) 13.5 0.720 0.730, 255 90 Standard/0:76 Standard/0.68 51 Skylight Horz 12.0 0.940 0.730 345 0 None/1 None/1 52 Window Right (W) 68:0 0.870 0.700 255 90 Standard/0.76'-Standard/0.68 53 Window rRight (W) 20.0 0.720 0.730255 90 B1dShade/0.2 Standard/0.68 54 Window Right (W) 18.0 0.870 0.700 255 90 Standard/0.76 Standard/0.68 3ZONE 55 Door Left (E) 30.0 0.870 0.700 75 90 Standard/0.76 Standard/0.68 56 Window Left (E) 18.0 0.570 0.670 75 90 Standard/0.76 Standard/0.68 57 Door Left (E) 24.0 0.550 0.650 75 90 Standard/0.76 Standard/0.68 58 Door Left (E) 30.0 0.870 0.700 .75 90 Standard/0.76 Standard/0.68 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 1ZONE 2 Window 15.0 5.0 3.0 4.5 0.5 10.0 0.0 10.0 3.5 0.0 0.0 3.5 0.0 3 Window 15.0 5.0 3.0 4.5 0.5 0.0 10.0 0.0 3.5 0.0 10.0-'43.5 0.0 6 Door 48.0 8.0 6.0 5.0 2.0 2.0 2.0 2.0 2.5 0.5 2.0 ,4.0 0.5 7 Window 14.7 8.0 1.10 5.0 0.5 0.0 8.0 0.0 4.0 0.5 8.0 2.5 0.5 8 Window 14.7 8.0 1.10 5.0 0.5 8.0 0.0 8.0 2.5 0.5 0.0 4.0 0.5 11 Window 5.8 3.5 1.8 1.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 13.5 4.5 3.0 3.0 0.5 17.0 3.0 0.0 0.0 0.0 3.0 2.0 0.5 13 Window. 13.5 4.5 3.0 3.0 0.5 3.0 17.0 3.0 2.0 0.5 0.0 0.0 0.0 2ZONE 17 Window 48.0 6.0 8.0 4.5 2.5 0.0 *0.0 0A 7.5 2.5 1.5 7.5 2.5 19 Window 25.6 2.5 10.3 2.0 0.5 n/a n/a n/a n/a n/a' n/a n/a n/a 21 Window •15.0 9.0 1.8 2.0 .0.5. 0:0 11.5 0.0 8.0 0.5 0.0 0.0 0.0 22 Window 48.0 6.0 8.0 2.0 0.5 0.0 0.0 0.0 130 2.0 0.0 1.0 2.0 23 Window 20.0 2.5 8.0 2.0 0.0 0.0 0.0 0.0 13.0 2.0 0.0 1.0 0.0 24 Window 12.0 6.0 2.0 4.0 2.0 13.0 0.0 0.0 0.0 0.0 0.0 3.0 2.0 48 Window 24.0 8.0 3.0 •3.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 50 Window 13.5 4.5 3.0 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 52 Window 68.0 8.5 8.0 2.0. 2.5 0.0 0.0 0.0 1.0 2.5 0.0 1.0 2.5 54 Window 18.0 4.0 4.5 1.0 2.0 8.5 2.0 8.5 5.0 0.0 0.0 10.0 2.0 INTER -ZONE SURFACES Area Insul Form 3 Surface (sf) U -value R-val Reference Location/Comments 1ZONE/2ZONE 1 Wall 210 0.386 R-.0 W.0.2X4.16 3 Door 40 0.330 R-0 None 2ZONE/3ZONE 2 Wall 500 0.386 R-0 W.0.2X4.16 4 Door 48 0.330 R-0 None ' COMPUTER METHOD SUMMARY Page 5 C -2R Project Title...;....... Read Residence r ;Date..12/05/00 10:35:29 MICROPAS5 v5.10 File -READ Wth-CTZ15S92 Program -FORM C -2R User#-MP1017 User-Carole"Christensen •Run-Dr80.12R19.38.4 RB 1OORec Mass Type 2ZONE 1 S1abOnGrade 2 S1abOnGrade System Type 1ZONE Furnace ACSplit 2 ZONE Furnace ACSplit 3ZONE Furnace ACSplit Tank Type 1 Large System 1"Large a4' SLAB SURFACES - Area Slab Type (sf) 1ZONE Standard Slab, 1376 3ZONE Standard Slab 684 , THERMAL MASS T Area Thick Heat.Conduct- Surface (sf) (in) • Cap ivity UIMC R -value Location/Comments 1297 .3.5" 28.0 0.98 4.60 R-0.0 Kit/nook/fam/hall/pwd/ 1613 3.51. 28.0 0.98 1.80 R-2.0 HVAC SYSTEMS" Minimum Duct Duct Tested Duct ACCA Duct Efficiency Location R -value Leakaqe• Manual D Eff No "' No 0.743 R-4.2 0.800 AFUE Attic 12.00°.SEER 0.743 Attic R-4.2 0.800 AFUE Attic R-4.2 12.00 SEER Attic R-4.2 0.800 AFUE Attic R-4.2 12.00 SEER Attic R-4.2 WATER HEATING SYSTEMS No "' No 0.743 No'. No 0.,637 No No 0.743 No, No 0.637 No No 0.743 No No 0-.637 Number Tank in Energy Size Heater Type Distribution Type System Factor (gal) -Gas Recirc/TimeTemp 1 n/a 10C WATER HEATING SYSTEMS DETAIL Standby Internal Tank Recovery Rated Loss Insulation `Efficiency Input Fraction R -value 0.909 n/a 0.0126, External" Insulation R -value R-0 Pilot Light 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. *** COMPUTER METHOD SUMMARY Page 6 s C -2R SPECIAL, FEATURES AND MODELING ASSUMPTIONS This building incorporates a Zonally Controlled HVAC System..,' - This building incorporates a Radiant'Barrier., This•buildirig incorporates non-standard Fenestrati`on,;-Shading. This,building incorporates a High,Mass Design. This building.incorporates"non-standard Water Heating System, t • REMARKS' Zone 1'- Master and Casita Zone, 2 - Living Area' hall . and .laundry Zone 3 - Bedrooms: 2 and 3 t - of ��` - ..� •, . , CONSTRUCTION ASSEMBLY Page 1 3R Project�Title........... Read Residence Date..12/05/00'10:35:29' MICROPAS5 v5.10 File -READ Wth-CTZ15S92-.Program-FORM 3R User#-'MP10.17 User -Carole Christensen Run-Dr80.12R19.38.4 RB 10ORec Parallel Path Method •f , Reference Name W.19.2X6.16 Description.. ,.-Wall-R-19 2x6 16oc Type ............ Wall R -Value,......... 17.8 Hr-sf-F/Bt;u Framing Material FIR.2X6 Type ......... Wood Description ...2x6,fir- Spacing•...... 16 inches on center Framing Frac.. 0.15 Sketch of Construction Assembly , x _• LIST OF CONSTRUCTION, 'COMPONENTS '. Material Cavity Frame Name Description R -Value R -Value O. FILM.EX Exterior air film:"winter value 0.17 0.17 1. STUCCO.O.88 0.875: in stucco.. 0.17 0.17 2. BLDG. -PAPER Building paper (felt) '' 0.06 0.06 3c. BATT.R19 R -19 -batt insul'(cavity = 5.5 in) 17.80 -- 3f. FIR.2X6 2x6, -,fir -- 5.45 4. GYP.0.50 0'.50 in -gypsum -or plaster board .0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideway's 0.68 0.68 Total UnadjustedsR-Values 19.34 6.98 FRAMING ADJUSTMENT`CALCULATION .. Cavity Framing g Total U -Value: '(1 / 19.34'-x.0.85) + (1 / 6.98 x'0.15) _ .0.065 Btu/hr-sf-F Total R -Value: 1 / 0.065 = 15.28 hr-sf-F/Btu CONSTRUCTION ASSEMBLY - a Page 2 3R MICROPAS5 v5.10 File -READ Wth-CTZ15S92 Program -FORM 3R User#-MP1017 User^Carole Christensen Run-Dr80:12R19.38,4 RB 10ORec Parai!iei Patri Metrioct Reference Name . GWALL.R19 4 Description ....'Wall R-19 2x6 16oc Type. ........... Wall + R -Value 17.8 Hr-sf-F/Btu Framing Material .... FIR.2X6 Type wood , 'Description :. 2x6 fir Spacing :..... 16 inches on center .Framing Frac:'. 0.15 Sketch of Construction Assembly - LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame, Name Description R -Value R -Value O. FILM.EX Exterior air film: winter value 0.17 0.17 1. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 3c. BATT.R19 R-19 batt insul (cavity = 5.5 in) F- - 17.80 -- 3f: FIR.2X6, 2x6 fir -- 5.45 4. GYP.0.50 0.50 in gypsum♦or plaster board 0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values 19.55 7.19 _ FRAMING ADJUSTMENT CALCULATION y Cavity Framing Total U -Value: (1 / 19.55 x0.85) + (1-/- 7.19 x 0.15) = 0.064 Btu/hr-sf-F Total R -Value: 1 / .0.064 = 15.55 hr-sf-F/Btu F , CONSTRUCTION ASSEMBLY Page 3 3R Project Title.......... Read Residence -;' Date..12/05/00 10:35:29 MICROPAS5 v5.10 'File -READ Wth-CTZ15S92 Program-FORM`3R User#-MP1017 User -Carole Christensen Run-Dr80.12R19.38.4 RB 100Rec a Parallel Path_Method Reference Name'. R.38.2X4.24A Description .: . Roof R-38 2x4 24oc Type ........... Roof R -Value ..... 38 Hr-sf-F/Btu Framing Material ..... FIR.2X4 Type .......... Wood Description .. 2x4 fir Spacing'._..'. 24 in on center Framing Frac.. 0.07 • �7lLC L. k -ll V1 %_V 11.71.-i yr LIST OF CONSTRUCTION COMPONENTS , Material Cavity Frame Name Description R -Value R -Value s Parallel Path_Method Reference Name'. R.38.2X4.24A Description .: . Roof R-38 2x4 24oc Type ........... Roof R -Value ..... 38 Hr-sf-F/Btu Framing Material ..... FIR.2X4 Type .......... Wood Description .. 2x4 fir Spacing'._..'. 24 in on center Framing Frac.. 0.07 • �7lLC L. k -ll V1 %_V 11.71.-i yr LIST OF CONSTRUCTION COMPONENTS , Material Cavity Frame Name Description R -Value R -Value } �. ' O. FILM.EX Exterior air -film: winter value 0.17 0.17 1. SHNGL.CEMENT Asphalt -cement shingles 0.21 0.21- 2.'- BLDG.PAPER Building paper (felt) 0.06 0.06 .PLY.0.50 -0.50 in plywood 0.62 0.62 .3. 4. AIR.RF.3.50 3.5 in &•greater air space: heat flow up 0.80 0.80 5. BATT.R27.0 R-27 batt insulation 27.00 27.00 6c.,BATT:R11.0 R711 batt insul (cavity,> 3.5 in) 11.00 --, 6f. FIR.2X4 2x4 fir -- 3.46 7. GYP.0.50 0.50 in gypsum -or plaster board ' 0.-45 0.45 I. FILM.IN.RF Inside air film: heat flow straight"up- 0.61 0.61 Total Unadjusted R -Values 40.92 33.39 FRAMING ADJUSTMENT CALCULATION • Cavity ,y % Framing Total U -Value: (1 / 40.92 x 0.-93) + (1 /,.-.33..39 x 0.07) = 0.025 Btu/hr-sf-F J 7� Total R -Value: 1 /. 0:025, = 40.28 hr-sf-F/Btu ' R I CONSTRUCTION ASSEMBLY Page 4 3R Project Title........, Read Residence Date..12/05/00`10:35:29 MICROPAS5 v5.10 File -READ Wth-CTZ1'5S92 Program -FORM 3R User#-'MP1017 User -Carole Chri-stensen -Run-Dr80.12R19:38.4.RB 10ORec Parallel'Path Method r Reference Name W.0.2X4.16 F - Description Wall R70 2x4.16oc Type . 'Wall I R -Value ...... O,Hr-sf-F/Btu Framing Material •..... FIR.2X4 Type ......,. Wood Description ..2x4 fir Spacing ...... 16 inches•on.center Framing Frac.. 0.15 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value 0. FILM.EX Exterior air -film: winter value Or. 17 0.17 1. STUCCO.0.88 0.875 in stucco 0.17 0.17 2. BLDG.PAPER ;Building paper'(felt) 0.06 0:06 3c. AIR.WLL.3.50 .3.5 in & greater airspace: heat sidewys 0.85 -- 3f. FIR.2X4 2x4 fir -- 3.46 4.•, GYP:O'.50 0.50 in gypsum or plaster board..0.45 0.45 I. I FILM.N.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values, 2.38 5.00.., FRAMING ADJUSTMENT CALCULATION r Cavity Framing Total U -Value: .(1 /` 2.38 x0.85) + (1./ 5.00 x 0.15) = 0.386 Btu/hr-sf-F Total R -Value: 1 / 0.386 = 2.59 hr-sf-F/Btu' J i Y � HVAC SIZING Page 1 HVAC Project Title.......... Read-kesidence Date..12/05/00 10:35:29 Project Address.:.....: 81-115 Shinnecock Hills ******* La Quinta, CA 92254 *v5:10* Documentation Author... Carole Christensen ******* Bui ing,Permit ' Carole Christensen 47-596 Lake_Canyon Drive Plan Check Date Aguanga, CA 92536 800-735-8152 Field Check/ Date Climate Zone........... 15 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -READ Wth-CTZ15S92 Program -HVAC SIZING User#-MP1017 User -Carole Christensen Run-Dr80.12R19.38.4 RB 100Rec GENERAL INFORMATION Floor Area ................. 4970 sf Y Volume........... 57677 cf Front Orientation.......... Front Facing 345 deg (N) Sizing Location............ PALM DESERT. Latitude ................... 33.7 degrees Winter Outside Design...... 32 F Winter Inside Design....... 70 F Summer Outside Design....... 112 F Summer Inside Design....... 78 F Summer Range................' 34 F Interior Shading Used...... No Exterior Shading Used...... No , Overhang Shading Used...... No Latent Load Fraction.......... 0.20 F' HEATING AND COOLING LOAD SUMMARY Heating, Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar ....... 24428 8882 Glazing.Conduction.................. 50020 44755 Glazing Solar. ................. n/a 62773 Infiltration.......... ....... 30456 20155 Internal Gain.......... ` .'........... n/a. 2100 Ducts ....................... ... 10490• 13866 Sensible Load... ............... 115395 152531 Latent Load ........... :............ n/a 30506 Minimum Total Load 115395 183037 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, outside air, 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. 11 M HVAC SIZING Page 2 HVAC Project Title.......... Read Residence Date..12/05/00 10:35:29 MICROPAS5 v5.10 File -READ Wth-CTZ15S92 Program -HVAC SIZING User#-MP1017. User -Carole Christensen, Run-Dr80.12R19.38:4 RB 100Rec HEATING AND COOLING LOAD SUMMARY BY ZONE ZONE '1ZONE' A , Floor Area........... ..... 1376.33 sf Volume............ .............. 15136 cf ?• Heating Cooling Description r (Btuh) (Btuh)— Opaque Conduction and Solar...... 9076 3520 Glazing Conduction ............... 6802 6086 r Glazing Solar.. ................ F n/a 13415•. Infiltration ..................... 7993• , 5289 Internal.Gain.................... n/a. 0 Ducts.... ...................... .2387 2831 Sensible Load., ............:.... 26258`` 31141 Latent Load...................... n/a.:" 6228 y Minimum.Zone Load 26258 37369 ZONE 12ZONE' Floor Area... 14 .................. 291,0 08 sf Volume...........................!3570.6 cf Heating„ Cooling Description (Btuh) (Btuh) Opaque.Conduction and Solar..::.. 12062 4064 ' Glazing Conduction.......11 ......... 40343 36097. Glazing Solar.......... ........ n/a 43294 Infiltration..: .................. 18854 12478 ' Internal Gain ....'°.... ....... n/a 2100 Ducts....:....:. :,.'............. 7.126 9803 Sensible Load ....................... .................... 78385 107835 Latent Load ..................... n/a 21567 Minimum Zone Load 78385 129402 HVAC SIZING Page .3 HVAC Project Title ............ 'Read Residence r Date..12/05/00 10:35:29 MICROPAS5',v5.1'0 File -READ Wth-CTZ15S92 Program -HVAC SIZING User#-MP1017 'User -Carole Christensen .Run-Dr80..12R19.38..4 RB•100Rec ZONE 13ZONE' ` Floor' Area ...:......:......• �.:�.: 683.59 sf ' A V Volume..... ..... ......6835 cf ' Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and.Solar...... -3290, 1297 7 Glazing Conduction...... 4'2875 2572 Glazing Solar ..... n/a 6064 Infiltration.....:..... 3609. 2389 Internal Gain ..... �....:. n/a 0 Ducts..... .. ... . 977 1232 r Sensible Load.: ..... ......... ..... 10752 13555 Latent Load.......... n/a 2711 Minimum Zone Load 10752 16266 ,