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9711-046 (SFD)U). F_. , CV'W Z) C,) C) CCS LLJ o Z CC) 0. C> CD - LU a. U) Z LICENSED CONTRACTOR DECLARATION. I k, ereby 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 License is in full force and effect., License # Lic. Class Exp. Date 6 _7 740,4 ,/Date Contractor §ignature of C 0 4. OWNER -BUILDER DECLARATION' I hereby affirm under per;alty of perjury that I am exempt from the Contractor'§ License Law for the following reason: 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). 1, as owner of, the" property, am exclusively�Contracting'with licensed contractors to construct the project (Sec. 7044, Business & Professionals Code). O I am exempt under Section B&P.C. for this reason Date Signature of Owner WORKER'S COMPENSATION DECLARATION I hereby affirm" Under penilty, of perjury one of the following declarations: I have and will maintain -a certificate of consent to self-insbre for workers' compensation,'as provided',for . by Section,3700,of the Labor'.&Ode, for the performance of, the work for WA6h-this permit is issued. I have and will maintain workers' compensati6n in'surance,,as required by Sehon 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: Cartier Policy No. (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 California, and agree that, if I should become subject to the Workers' compensation provisions of Section* 3700 of the Labor Gode, I shall forthwith comply with those provisions. Vbate*:..ApplicantAOX I I -1 0 . T Compensation 1 k_� Warning: Failure.to secure Workers' Compensation coverage is unlawful and shall subject an employer to criminal penalties and'civil fines up to $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. IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject 'to the 'conditions and restrictions set forth on hid 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 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. (.certify that I have read this application and state that the above information is. 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 inspection purposes. innature (Owner/A-ent)a I :Date PERMIT# CONTROL# BUILDING PERMIT DATE YALUATION.-,LOT' TRACT •, ►.4 8 4 .47, 79 A 1 -1 6 'A JOB SITE K_� APN 'I'A RON r9 yey OWNER CONTRACTOR'/ DESIGNER ENGINEER XS C J.230'11 r --295 RJWC14.0 LA Q�JINTA OR.. MMON7110NA14 CA TSWG"� LA Q011111U. C_A_ 92153 76 ML4 .29016 M771-4941 USE OF PERMIT cu.,, _110M C< 750.00 SF. GARAGO4ARPOWI33100 sr SEN TINLA T CO 1"' fjf"JON�"R UXTKIN 'sal c,4.,)14,STRUr_, r IJUIWC. 0. 101 -01W -418 -WO' 31,^47A Q , S121.9v43. Z P L U1VffA W G F W: - .00 1 .1 RESID t0l-OW241� M0 S� 9 60 . . .:: . , , . . Cn .. 0 ... 1; CRAI�IN* ru!A 01 3-000.. PIT AftJ f . NPUGLLC'ANLACES S740.02 M LL ff— C. DOP r') S Kv 41't U_ %'1Z -LESS >V W NOW Sg.r 'J,,j'�k4j RECEIPT DATE{ BY " DATE FINALED INSPECTOR INSPECTION RECORD OPERATION DATE INSPECTOR OPERATION DATE INSPECTOR BUILDING APPROVALS MECHANICAL APPROVALS Set Backs , _ Underground Ducts Forms & Footings 1ACK Ducts Slab GradeH Return Air Steel Combustion Air Roof Deck 6 _ Exhaust Fans O.K. to Wrap F.A.U. Framing Compressor Insulation 3 s/ Vents Fireplace P.L. Grills Fireplace T.O. Fans & Controls Party Wall Insulation Condensate Lines Party Wall Firewall Exterior Lath Drywall - Int. Lath Final ' Final � POOLS - SPAS BLOCKWALL APPROVALS Steel Set Backs Electric Bond Footings Main Drain Bond Beam Approval to Cover Equipment Location Underground Electric Underground PIN. Test Final Gas Piping PLUMBING APPROVAL Gas Test Electric Final Waste Lines 9y Heater Final Water Piping Plumbing Final Plumbing Top Out Equipment Enclosure Shower Pans O.K. for Finish Plaster Sewer Lateral / Pool Cover Sewer Connection 7 Encapsulation Gas Piping Gas Test Appliances _ Final COMMENTS: Ad a ,P,ky g//l/%, %�7/, ' Final Utility Notice (Gas) ELECTRICAL APPROVALS Temp. Power Pole 3/9 9- Underground Conduit Rough Wiring Low Voltage Wiring Fixtures Main Service Sub Panels Exterior Receptacles G. F.I. Smoke Detectors Temp. Use of Power l Final Utility Notice (Perm) �f/� a2 �I -of(, 4.4 " P.O. BOX 1504 APPLICATION ONLY 'duilding — 78-495 CALLE TAMPICO Address V ¢ LA QUINTA, CALIFORNIA 92253 Own era (_F,4^ 1 SNTN r2_ �� I� BUILDING: TYPE'CONST. OCC. GRP. Mailing Address,/0 SpA t -t S � � S-raV(�rf �v !A1 t~ , tl A.P. Number zo -- 07 1. 1 U Z- . e r CityZip _ Tel. _r .A C-� Z5 t 3"1 OV1,UV �✓ 7Z f7&0)'77/–t SSC/ Legal Description Contractor Project Description -5/4ZfVG4F. 5D 4f t' S Co V Address /0 !e;o7/4 Ity,r} Zip Teyglc State Lic. City & Classif. 7 p �Lic. # Z 90 Arch., Engr., , / Designer !t/tic.CrvEr// 4�►f (a4' Address Tel. � s -f to CL�� D�I,,�, 3&o v zso C'ty ! ,, -- // ZiF772 State �✓1Clt64 �l/� /C'J Lic. # LICENSED CONTRACTOR'S DECLARATION I hereby a firm that I ar�lice sddunder provtsion' s oflghapter 9 (commencing with Section 700 c)y%1visio of llte 7(iness and Professions ssions Cod) and my license is n;Q1 ffo� ar)O effe 1. X / 1 SIGNATURE I I l DATE OWNER -BUILDER DECLARATION Ihereby affirm that I am exempt from the Contractor's License Law for the following reason: (Sec. 7031.5,9usiness 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 thealleged 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 (8500). 1] I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec. 7044, Buisness and Professions 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 improvement 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 l I, as owner of the property, am exclusively contracting with licensed contractors to con- struct the project. (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner or property who builds or 'improves (hereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractor's License Law.) 17 I am exempt under Sec. B. & P.C. for this reason Date Owner WORKERS' COMPENSATION DECLARATION I hereby affirm that I have a certificate of consent to self -insure, or a certificate of Worke 's Compensation Insurance, or a certified copy thereof. (Sec. 3800, Labor Code.) Pol'c No. Company Copy is filed with the city. O Certified copy is hereby furnished. CERTIFICATE OF EXEMPTION FROM WORKERS' COMPENSATION INSURANCE (This section need not be completed if the permit is to tin un red dollars (8100) vatuation or less.) I certify that in the performance -o the wor for which this ermit is issuet1 I sha I not employ any person in any manner so a to -ore, subject to the Workers' Compen ation Laws of California. Date Owner NOTICE TO APPLICANT: It, after making fgl[is Certificate of Exemption you should become subject to the Workers' Compensation proJisior1s of the Labor Code, you must forthwith Comply with such provisions or this permit shall be dgemed 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 sof this city to enter the above- mentioned property for inspection purposes. Signature of adplicant Date Mailing Address City, State, Zip Sq. Ft. No. Size Sto No. Dw. Units New ❑ Add ❑ Alter ❑ Repair ❑ Demolition ❑ PERMIT Plan Chk. Dep. Plan Chk. Bal. Const. Mech. Electrical Plumbing S.M.1. Driveway Enc. Infrastructure TOTAL REMARKS AMOUNT ZONE: BY: Minimum Setback Distances: Front Setback from Center Line Rear Setback from Rear Prop. Line Side StreeeSetback from Center Line Side Setback from Property Lin�> FINAL DATE —INSPECTOR - Issued by: Date_ ---- — _IAV/(IPeymi� 9 Validated by: � /9 Validation: WHITE = FINANCE YELLOW = APPLICANT PINK = BUILDING DIVISION 11.4 ~ Desert Sands Unified School District Notice: 82-879 Highway 1.11: Document Cannot Be Duplicated Indio, CA 92201 ; 619-775-3500 CERTIFICATE OF COMPLIANCE Date 1/14/98 631-820-023&024 No. 16490 Jurisdiction 'La Quinta Owner Name Glenn'Sather - Permit # No. •77380 Street Vista Rosa Log # ' City La Quints .';Zip 92253 Study.Area Tract # .Lot # Square Footage 4750 , ------------ Type of Development Single Family Residence No. of Units 1 Comments At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under,500 square feet, detached accessory structures or replacement mobilehomes. It has been determined the above-named owner is exempt from paying school fees at this time due to the following reason: .4 . EXEMPTION NOT APPLICABLE This certifies that school facility fees imposed pursuant to Government- Code 53080 in the amount of 1.84. X 4,750 or $.8,740..00 the property listed above and tliat building permits and/or Certificates of.Occupancy for this square footage in this proposed project may now be issued, Fees Paid By cc/Valley lndependent Bank/Glenn Sather --J TeleOlfbfie 771-11,941 , Name on the check'' r ' ,•,�� r•.� `" � 1,.I By Dr. Doris Wilson Superintendents Fee collected /exempted by r Pauline Pearson Payment Received If•°` $8;740:00 ,. Check No. ,158005 Signature k - OTICE: Pursuant of Assembly Bill 3081 (CHAP 549, sTATs. 1996) this will serve to•notify you that the 90 -day approval period in which you may protest the fees or other payment identified bove will begin to run from the date on which the building or installation permit for this project is sssued or on which they are paid to the District(s) or to another public entity authorized to ?llect them.on the District('s)(s') behalf, whichever is earlier. - Collector: Attach a copy of county or•city plan check application form to district copy for all waivers: Embossed Original- Building Dept./Applicant Copy - Applicant/Receipt Copy - Accounting 4 lesell �.111.1g1,11N,llf / January21, 1998 IA 3 Sparks Construction Attn: Grady.. Sparks ...rt.. �_ PO.,Box La Quinta, CA 92253. Re: Enclave Mountain Estates, Lots 47 and ,,48 Dear Mr. Sparks, Y The Enclave Mountain Estates Architectural Committee has reviewed and approved the recent submittal of working drawings from John Walling subject to the following n n comments: - L Site drainage needs'to he handled on the site itself. Per the guidelines, there must '.be a means of achieving positive.drainage from all locations on and under the homesite to an approved drainage location. Your engineer can work with our ' consulting architect on the details .. 2. .`.Stucco�finish sample should be provided f6f' roval . K" s _ 3.Provide cut`sheets of exterior sconces and visible light fixtures forapproval. .. :., �',��'•i'•G�s �� .,,j. Y�'..s�--�.-. ... �.oir ±�i�... ,ti :�� T;-. - _- .�..a,ti>_`�.. ti'..•,i .- � �.., �T"i`, .��7 ,..-� .. We are in receipt of the $10,000.00 construction performance bond. You may begin construction nowr Thank you for your patience in the review process, I look forward to _ working with you further on the`development of this residence., , • 4• F {• Y T i'f.N f? Sincerely ;err r,�-y Marian,Adkins, Property Manager °Enclave Mountain Estates Homeowners Association Y ` - ' ` •. � 1 e'er � h ' N <+ Y, , ••' 1 .� /d .. . }} 4 � AS • _ AgmL ti Post Office Box 4772 .,� Palm Desert, CA 92261-4772 _ 73=550 Alessandro, Suite 5 Palm Desert, -California } {760) 346-1.161 • .FAX (760) 346-9918 AmeEl W�am AtOV-20-97 THU 04:23 PM COCKRELL ELECTRIC FAX NO, 7608646235 P,02 SINGLE FAMILY' DW ELLING LOAD CALCULATION FOR:,'. MR. & MRS. SATHER LOTS 447 & 48 THE ENCLAVE MOUNTAIN ESTATES LA QUINTA, CA 92253 4750 SQ_. FEET AT 3 VOLT - AMPERES 14,250 VOLT - AMPERES TWO 20. - ANIPERE APPLIANCE OUTLET CIRCI'ITS AT 1500 VOLT - AMPERES,EACH 3,000 VOLT - AMPERES LAUNDRY CIRCliIT 1,00 VOLT - AMPERES DRYER CIRCUIT 5,000 VOLT - AMPERES RANGE 9,120 VOLT - AMPERES COOK TOP 7,600 VOLT - AMPERES DISHWASHERl Boa VOLT - :IMPERES DISPOSAL 700 VOLT - AMPERES W. CROWAVI✓ 1,500 VOLT - A.MPERES WATER HEATER" VOLT - AMPERES FURNACE UNIT 71 1,500 VOLT - AMPERES FUP-N.ACF,T NIT =2 1,500. VOLT - :kMPERES FURNACE UNIT 431,500 VOLT - A'VIPERES POOL EQUIPMLEVT 10560 VOLT -AMPERES LANDSCAPE LIGHTING 7,200 VOLT - AiNIPERES 66,130 VOLT -AMPERES FIRST 10 kVA OF OTHER LOAD AT 100°'0 10,000 VOLT - AMPERES REl bUNNDER OF OTHER LOAD AT 40°x0 22,452 VOLT - AMPERES VOLT -AMPERES 'FUTURE LOAD DEiylAND, AT 1004%0 _ ` 8;000 VOLT - AMPERES AIR CONDITIONER # 1 8,400 VOLT - AMPERES AIR CONDITIONER r 2 8.400 VOLT- AMPERES :SIR CONDITIONER 8,400 VOLT - Av1PERES TOTAL LOAD 65,652 VOLT AMPERES 65,652 V A - 240 VOLTS - 274 AWS THEREFORE THIS DWELLING SHALL BE PERMITTED TO BE SERVED BY A 400 AMPERE SERVICE. R ' 'OV -20-97 THU 04:24 PM COCKRELL ELECTRIC FAX NO. 760864623.5 P.03 ot Sladden Engineering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (310) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, Palm Desert, CA 92211 (619)772-3893 Fax (619) 772-3895 March 3, 1998 Project No. 522-8016 Sparks Construction P.O. Box, 1716 La Quinta, California 92253 _ - Project: Lots 47 & 48 - Mountain Estates 77-380.Vista Rosa La Quinta, California Subject: lfesults of In -Place Density Tests Building Pad.Grading Summarized in this report are our; observations and the results of in-place density tests performed as requested at the subject site during the"grading of the building pad for the proposed single family residence. The site is located on lots 47 and 48 of the Mountain Estates development in the Santa Rosa Cove area of La,Quinta, California. Pad Grading was performed by Nuevo Engineering using conventional heavy equipment. The building pad area was overexcavated to a depth of approximately three feet below pad grade. The bottom of the excavation was scarified, moisture conditioned and recompacted prior to fill placement. The previously removed engineered fill material was placed in thin lifts at near optimum moisture content and compacted to at least 90 percent -reiative,compaction. Some import material was required to achieve the desired grade. The import sand was obtained from Granite Construction Company. Overexcavation and recompaction extended to a lateral distance of five feet beyond the building limits. Observations and field testing were performed on February, 20, 1998 and February 26, 1998. The excavation bottoms were approved prior to fill placement. Testing indicates . that a minimum of 90 percent relative compaction was attained in the areas tested. The passing test results indicate compliance with the project specifications at the tested locations and depths but are no guarantee or warranty of the contractor's work. Field Tests: In-place moisture/density tests were performed using a nuclear density gauge in accordance with test methods ASTM D 2922 and ASTM D 3017. A total of 18 tests were performed. " The approximate test locations are indicated on the attached plan and test results are'summarized on the attached data sheets. 4 I,? t ,March 3, 1998 ~ ' (2) Project No. 522-8016 Laboratory Tests: The moisture -density relationships for the tested materials were determined in the laboratory in accordance with test method ASTM D 1557-91. Laboratory test results are summarized on the attached data sheet. Allowable Bearing Pressures: The structural values recommended in the initial Soil Engineering Report and addendums prepared by Buena Engineers and confirmed in the Geotechnical Update prepared -by. Sladden Engineering (Project No. 544-8009, dated February 2, 1998) remain applicable for use in foundation design. Conventional shallow spread footings should be bottomed,in properly compacted fill material a minimum of 12 inches below lowest adjacent grade. Continuous footings should be at least 12 inches wide and isolated pad footings should be at least two feet wide. Continuous footings and isolated pad footings may be designed utilizing allowable bearing pressures of 1500 psf and 1800 psf, respectively. The recommended allowable bearing pressures may be increased by one-third for wind andseismic loading. The surface soils consist of imported sands that are non -expansive and fall within the "very low" expansion category in accordance_ with. Uniform Building Code (UBC) classification criteria. A sample of the surface sand was obtained and delivered to Anaheim Test Laboratory for soluble sulfate. testing. _ Soluble sulfate content was determined in accordance with California Test Method No. 417. Testing indicated a soluble sulfate content of 107 parts per million. The low sulfate content indicates that the normal Type.2 cement should be adequate and the use of Type 5 'cement or special sulfate resistant concrete mix. designs should not be necessary. a If there are any questions regarding this report or the testing summarized herein, please contact the undersigned. Respectfully submitted, SLADDEN ENGINEERING Brett L. Anderson u Principal Engineer�U Copies: 4- Sparks Construction Sladden Engineering of March 3, 1998 .: (3) Project No. 522-8016 + Test Tested Moist Cont Dry Den. Max Dry Den Percent No. Date Location Depth Percent Lbs/Cu Ft Lbs/Cu Ft Rel Comte Building Pad 1 2/20/98 " Per Plan 3.5 BPG, 8.9 117:4 ' 118.5 99 2, 2/20/98 Per Plan 3.5 BPG 11.7 115.2 118.5 97 3 2/20/98 Per Plan 4.0 BPG • 12.2 113.5 118.5 96 4 2/20/98 Per Plan 3.0 BPG 7.9 113:8 118.5 96 5 2/20/98 Per Plan 3.0 BPG 7.5 103.5 _ 118.5 91 6 2/20/98 Per Plan 3.0-BPG 5.6 107.6 118:5 91 7 2/20/98 Per Plan 3.0 BPG 6.9 R 107.9 118.5 91 8 .2/20/98 Per Plan 2.0 BPG 7.2 113.8 a 118.0 96 9 2/20/98 Per Plan :,2.0 BPG 8.1:. 117.7 118.0 99 10 2/20/98 'Pei Plan, 1.5 BPG 6.6. 113.5 118.0 96 11 2/20/98 Per Plan 1.5 BPG . 6.8 113.9 118.0 96 " 12 2/26/98 Per Plan' 1.0 BPG 6.9 " 114.4 118.0 97 13 2/26/98 Per Plan 1.0 BPG '. 8.3 R 114.6' 118.0 97 14 2/26/98 Per Plan 1.0 BPG 7.8 115.7 118.0 98 15 2/26/98 Per Plan PG 8.5 123:.1 126.5 97 16 2/26/98 Per Plan ;. PG 7.9 ',122-.'8 126.5 97 17 2/26/98 PerPlana , 0.5'BPG . `8.0 " 122.0 126.5 96 .18 2/26/98 Per Plan PG .. 7.3 116.9 126.5 92 Laboratory Test Results: ` Brown sandy clayey silt (ML) Maximum Dry Density - 118.5 pcf / Optimum Moisture Content - 12.2% Light brown fine grained sand (SP) Maximum Dry Density - 118.0 pcf / Optimum Moisture Content - 12.8% Light brown fine to coarse grained sand (import -Granite) . Maximum Dry Density - 126.5 pcf / Optimum Moisture- Content - 8.1 % Slodden Engineering WALLING & McCALLLIM / LIMITED ARCHITECTURE • PLANNING •.ENGINEERING' 46-1130 CLUB DRIVE -+. . 1678) 360-OS60 .,,.. INDIAN WELLS. CA 922`10 PAX 16191380-07813 .. moi. i......• 'S t� �` ter, .. i i d1 �1•N ../' .. - GRADING ADDENDUM of .,r, (� .Li'l. I iyi.�: /'•� '} 1l` .F-, } ... Sather Residence a Lots 47 and 48, The Enclave Mountain Estates; La Quinta 1.). Building areas to receive "more than one (1). -foot of fill should be overexcavated to. "idepth of two (2) feet below existing grade. `+The. :exposed surface' should,Abe scanfied,'�moisture a conditioned and recompacted by means .of heavy vibratory equipment so that' a'minunum of ninety (90) percent of maximum density is obtained.. ..,Thepreviously 'removed'soils and'any fill material should then be placed in eight (8) inch layers in a -loose condition'at or near optimum 7 moisture- andcompacted to; a minimum of ninety (90) percento£maxunum density t `,- 2.) , Building areas to receive less than one-(1);foot of filland building areas that are iri cut areasf ,. should be overexcavated to a depth of two. (2) feet below,the;bottom,,of.the footings ,' The s d ., t exposed surface should be scarified; moisture.,conditioned acid recompacted with heavy vibratory, . _ _ , ' equipment so that a minimum of ninety'(90) percent, of maximum: density.is, ` obtained ..The i {. previously removed soils and any fill material should then'Wplaced in .thin layers,at near":` optimum moisture and compacted to a minimum of ninety (90) percent- of maximum density. The intent is to have three (3) feet of soil compacted to' a'minimuM. of ninety (90),percent of maximum density compose the building pad beneath' the flootings:'. ' Compaction' is to. be confirmed by testing. 3.) These grading requirements apply to building areas and at least five (5) feet;beyond building= n , limits. r r / �4 REVISED TITLE 24, Energy Conservation Standards� S 1 fi4t,.11P ) CUSTO t RESIDENCEF MR. & MR �E � , , -A Hu L 'TS 47 THE ENC UNTAIN ESTATES July 22, ,1998. Job Number: 17285B Prepared For. - WALLING & McCALLUM LTD 45-190 1CLUB DRIVE INDIAN WELLS, CA 92210 e � Ma a,4 it s enterprises vvvvvvvl Catherine M. Madlin, Certified Energy Analyst Post Office Box 1443 e Palm Springs, CA 92263 760-322-5004 / 323-3644 (fax) E-mail: CVladlin@aol.com ' - Madlin's y enie mes Catherine M. Madlin, Certified Energy Analyst . 760-322-5004 / 323-3644 (fax) ® ® vvvvv Title 24 Energy Conservation Standards µ. Compliance Report This proposed project has been reviewed for compliance with the 1995 State, of California Energy Conservation Standards, Title. 24, by Madlin's Enterprises. The building design described in this compliance portfolio is in conformance with the standards as outlined in the. attached compliance forms and documentation. Date: July 22, 1998 i Job Number: 17285B' T Prepared For: WALLING & McCALLUM LTD . Owner's Name: MR. & MRS. GLENN SATHER Project,Name: CUSTOM RESIDENCE FOR MR. & MRS. GLENN SATHER Project Location:. LOTS 47 & 48 - THE ENCLAVE MOUNTAIN ESTATES Method of Compliance:. MICROPAS V4.5 CERTIFIED COMPUTER PROGRAM Orientation Of Entry:' .WEST (250 Degrees) Certified Ener gy Ane.lyst Cati erir:e M. Madlin - f NR 92-90-544 r r `Y R 92-90-144 r rt C A B E C California Association of 103uiltling Energy Conwltants V Post Office Box 1443 ® Palm Springs, Ca 92263 v { Ar madlin�s ente fines Catherine M. Madlin, Certified Energy Analyst • 760-322-5004 / 323.-3644 (fax) ®V ®V ®® ::.:::................:::::.: Q,.;.....C�F TJI DIN x„G(JMPQNE T ............. N�IlV GC7M) LIM. RE UIl2EMEN1 Q ::::::.. . Job Name SATHER RESIDENCE Job No. / File No. 17285B Method of Compliance Micropas 4.5 Computer Simulation Total Conditioned Square Footage 4777 Sq. Ft: Total Glazing % (Floor/Glass Area Ratio) 28.9% . Insulation: Roof / Ceiling R-38 Insulation: Walls R-21 Insulation: Floor - Slab on Grade None Required Insulation: H.V.A.C. Ducts/.Location R-4.2 / Attic Glazing U Value / Type: Operable 0.87, Dual,” Alum. Frame (CEC Default Value) Glazing U -Value / Type: Fixed" - 0.59, Dual, Alum. Frame Fleetwood Norwood 3000 with Low E Glazing U -Value / Type: Patio 0.65, Dual, Alum. Frame Fleetwood Norwood 3000 with Low E Glazing U -Value / Type: Glass Block 0.57 (CEC Default Value) Glazing U -Value / Type: Skylights 0.80 Dual Domed (CEC Default Value) Glazing- Shade Coefficient (TINT) Tinted 0.57 SC Glazing: Exterior Shading Overhangs as Shown Glazing: Interior Shading Blinds'Light and Roller Shades - See C -2R for specific window. locations Thermal Mass Square Footage 1526 Sq.Ft. Thermal Mass % (Floor Area/Mass Area Ratio) 32% H.UiA.C. System Type Gas Heating / Electric Cooling HVAC System Efficiencies (heating/cooling) 800/, AFUE /` 12.0 SEER Domestic Hot Water Heater (2) 50 Gal. Gas Energy Factor / Eff. / Standby Loss .60 or better R12� Blanket on Tank No Recirculating Pump for DHW Yes with time & temperature controls Madlin s enterpnses Catherine M. Madlin, Certified Energy Analyst • 760-322-5004 / 323-3644 (fax) . ®V V V Thermal Mass Schedule Date: July 22, 1998 Job Number: 17285 B Prepared For: WALLING & McCALLUM LTD Project Name: RESIDENCE FOR MR.•& MRS. GLENN,SATHER The following mass data was included in, the: attached Title 24 calculations to assist "this project in demonstrating compliance with the standards: NOTES: 1. Pursuant" to the standards, areas under cabinets and closets are not included in the square footage figure listed above. 2. _The hard surface listed in the descriptioncolumn above may be ceramic'tile, vinyl tile, marble, or paint directly applied to the heavyweight concrete slab. I , All surfaces covered by_ carpet, cabinets, or walls are included in the attached calculations as covered mass. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R ------------------------ ---- Project Title.......... WALLING.SATHER RES. Date........ 07/22/98 Project Address......:. Lot 47 & 48 - The Enclave******* --------------------- La Quinta, Ca *v4.50* Documentation Author... CATHERINE M. MADLIN Buliding Permit Madlin's Enterprises P.O. Box 1443 Pian CneCk / 1)a e Palm Springs, CA 92262. 619-324-1731 k1eia Cneck/Date Climate Zone.........:. 15` ----------- --------- Compliance Method....'.. MICROPAS4 v4.50 for.1995,Standards by Enercomp,"Inc. -------------------------------------------------------- ----------------------- ------------------------------------------------------------------------------- MICROPAS4 v4.50 File -17285B1 Wth-CTZ15S92 Program -FORM CF -1R User#-MP0207 User-Madlin's Enterprises Run-REVISED.CALCULATION I ------------------------------------------------------------------------------- GENERAL INFORMATION r Conditioned Floor Area..... 4777 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 250 deg (W) Number of Dwelling Units... 1 Number of Stories. ...... 1 Floor Construction Type.... Slab On Grade Glazing Percentage......... 28.9 % of floor area Average Glazing Um -value .... 0.62 Btu/hr-sf-F BUILDING SHELL INSULATION Component Frame ------------------------- Cavity Sheathing Insul Assembly Type Type ------- R -value R -value ---------------- R -value ------------- ------ U -value Location/Comments ------- Wall Wood R-21 R-0 R-21 ------------------------ 0.059 Door Wood R-0 R-n/a R-0 0.330 Roof Wood R-11 R-27 R-38 0.025 S1abEdge n/a R-0 'R-n/a • R-0 0.900 S1abEdge n/a R-0 R- n/a R-0 0.720 S1abEdge n/a R-0 R-n/a. R-0 0.550 SlabEdge n/a R,-0 R.-n/a . R-0 0.500 FENESTRATION ------------ # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type ------------------- Window Front W) ----- ----- ---- 24.0 0.590 2 --------------- Blinds.Lt ----------- None ---- Yes --------- Metal Door. Left N 56.0 0.650 2 Blinds.Lt 50% bug scr Yes Metal Window Front NW 26.0 0.590 2 Roller.Lt None Yes Metal Window Front NW 60.0 0.590 2 Blinds.Lt None Yes Metal Window Right SW 45.0 0.590 2 Roller.Lt None Yes Metal Window Back SE 12.5.0.570 2 Roller.Lt None Yes None Window. Right SW 19.5 0.590 2 Blinds.Lt. None Yes Metal Window Back SE 10.5 0.570 2 Roller.Lt None Yes None Window Back SE 20.0 0.590 2 Roller.Lt None Yes Metal Door Right SW 80.0 0.650 2, Blinds.Lt 50% bug scr Yes Metal Window Front NW 24.0 0.590 2 Blinds.Lt None' Yes Metal Door Left NE 56.0 0.650 2 Blinds.Lt 50% bug scr Yes Metal Window Front NW 10.5 0.570 2 Roller.Lt None Yes None r CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF-1R ------------------------------------------------------------------------------- Project Title........... WALLING.SATHER RES. ------------------------------------------------------- Date......... 07/22/98 Wth-CTZ15S92 Program=FORM CF -1R -----MICROPAS4v450--File-17285B1 User#-MP0207 User-Madlin's Enterprises. Run -REVISED CALCULATION FENESTRATION. ------------ # of Interior Over - Area U- Pan- Shading/ Exterior- hang/ Framing Orientation (sf) Value es Description Shading Fins Type' ------------------- Window Front NW ------ ----------- 16.0 0.590 -------------,-------------- 2 Blinds.Lt None ---- Yes --------- Metal Window Left NE 36.0 0.590 2 Blinds. -Lt' None Yes Metal Window Back SE 36.0 0.590 2 Blinds.Lt"' None Yes Metal Door Back S.E 80.0-0'650 2 Blinds.Lt 50% -bug scr Yes Metal Door Left. NE 140.0.0.650 2 Blinds.Lt .. 50% bug scr Yes Metal Window Back E 70.0'0.590 -2 Blinds.Lt None Yes Metal Door Back E 140:-0 0`.650 2 Blinds.Lt� 50% bug scr Yes Metal Window Back E 70..0 0:•590 2 Blinds.Lt. None Yes- Metal Window Right S ISI 60.0 0.590 2 Blinds.Lt'_ None Yes Metal Door Back E 96•.0`0.650 2 Blinds.Lt `50% bug scr Yes Metal Window ' Right 36.0 0.590 2 Blinds.Lt `-None Yes Metal Window Back E 40.5 0.'590 2, Roller.Lt None .' Yes Metal Window Right S 40.5 0.590 2 Roller.Lt3 None Yes Metal Window, Right S 10.5 0.570 2` Roller..Lt None Yes None .Skylight Horz 4.0 0.800 2 'Medium wht None Yes Metal _ Skylight Horz, 4.0 0.800 2 Medium wht None' Yes Metal Window Left N) 12.3 0.590 -2. Blinds..Lt None Yes Metal Window Left NE) 21.0.0.590 -2 Blinds.Lt None Yes Metal Window Back E) 12.3:•0-.590 2 Blinds.Lt.. None Yes Metal - Window Right SW) 12.7 0.590 2 Blinds.Lt',, None None Metal _- - THERMAL MASS ------------ Area- Thickness Type: --- ------------ Exposed ' (sf), (in) ------ .,Location/Comments . S1abonGrade Yes -------.------------------------ ? .1526 3.5 .' SEE SCHEDULE SlabOnGrade No 3251 3.5, InteriorVert Yes 250. 1.0` InteriorHorz, Yes 250 1.0 HVAC SYSTEMS ---------- Minimum y Duct y Duct Thermostat Equipment Type -Efficiency • Location ---------- ------------- R -value Type, Furnace 0.800 AFUE Attic ------- --.---------- R-4.2 Setback ACSplit - 12.00"SEER, Attic R-4.2 Setback . - . �t CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF-1R ------------------------------------------------------------------------------- Project Title.......... WALLING.SATHER RES. Date........ 07/22/98 MICROPAS4 v4.50 File-17285B1- Wth-CTZ15S92 Program-FORM CF-1R I User#-MP0207 User-Madlin's Enterprises Run-REVISED CALCULATION -WATER- HEATING SYSTEMS ;. --------------------- Number Tank External in Energy Site Insulation Tank Type, Heater"Type °'Distribution Type System Factor (gal) ------------------ R-value -------------- ------ Storage Gas Recirc/Time'Temp .2 0.60 EF 50 --- ------ R-0 SPECIAL FEATURES/REMARKS ------------------------ Tinted Glazing. Fixed and patio doors - Fleetwood -Norwood 3000 with Low E The values and materials used.in this compliance portfolio are the minimum required to show compliance with Title 24 Energy Conservation Standards. The owner may (at his option) install better materials without additional compliance calculations. The installing hvac contractor shall provide the required CF-6R with the installed hvac equipment model numbers. A'Night setback thermostat.is required to be installed with the HVAC system. For additional information on the proposed thermal mass locations . see the Mass Schedule and Notes in this compliance report. The installed plumber.shall provide the-required CF-6R listing' the water heater model number,(s) and the certified plumbing fixtures.- ri 1 4 - CERTIFICATE OF.COMPLIANCE::RESIDENTIAL Page 4 CF-1R ________________--------- _______________________ Project Title.......... WALLING.SATHER RES. -Date ......... 07/22/98 I MICROPAS4 v4.50 File-17285B1 Wth-CTZ15S92 Program-FORM CF-1R --- User#-MP0207 User-Madlin's Enterprises Run-REVISED CALCULATION COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features'and performance 'specifications needed to comply with Title-24i Parts'l and 6 of the California Code of Regulations' and the 'administrative regulations to� implement them. This certificate has been signed by the ind-ividual with overall design respponsibility. When this certificate of- compliance is submitted 'for a single.building plan ,to be built in-multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. ;k n DESIGNER or OWNERF,. DOCUMENTATION AUTHOR Name..— John Walling Name.... CATHERINE M. MADLIN Company. Walling & McCallum Ltd Company, Madlin's Enterprises Address. 45-190 Club Dr. Address., P.O:-Box 1443 Indian Wells, Ca., Palm Springs, CA 92262 Phone... 760-360-0250., Phone. 6t9=324-1731 License., Signed.. Signed. (clate)ry 4 a e ENFORCEMENT AGENCY Name. Certified" Energy° Anaayet Title... Agency.. CathariniM.- 6adlin NR 92-90-544 Phone... � � R 92-90-14 Signed.. '- ri ®E a e Cal fomic Assodotion of BuildingEne rgy.Conwitcnts ... 41 Mandatory Features & Devices Checklist: Residential MF -1 R DOCUMENTATION AUTHOR: MADLIN'S ENTERPRISES CERTIFIED ENERGY ANALYST: CATHERINE M. MADLIN TELEPHONE NUMBER: 764322-5004 / 323-3644 FAX For Enforcement Agency Use Only Building Permit Number NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach. 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 binding minimum component performance specifications for :the mandatory measures whether they are shown elsewhere In the documents or on this checklist only. BUILDING ENVELOPE MEASURES BLDG.DEPT. • §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 framed walls (does not apply to exterior mass) ........ • §150(d): Minimum raised floor insulation: R-13 framed floors; R-8 concrete raised floors .. . ... . • §150(1): Slab edge insulation - meets maximum water absorption rate & water vapor transmission rate • §118: Insulation specified or installed meets C.E.C. quality standards. Indicate type and form. • §166-17: Fenestration Products, Exterior Doors and Infiltration/Exfiltration Controls . ............ . a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage b. Manufactured fenestration products have label with certified U -value, and infiltration certification c. 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 §151 meets Commission quality standards • §150(e): Installation of Fireplaces, Decorative Gas Appliances and .Gas Logs ................ 1. Masonryand factory -built fireplaces have: a. Closeable meatal or glass door. b. Outside air intake with damper and control. c. Flue damper and control. 2. No oontinuous-burning gas pilots allowed. SPACE CONDITIONING, WATER HEATING ANDPLUMBING SYSTEM MEASURES. • §110-13: HVAC equipment, water heater, showerhead and faucets certified by the commission ... • §150(i): Setback thermostat on all applicable heating systems . ...................... . • §1500): Pipe and Tank Insulation ...................... ....................... . 1. Indirect hot water tanks have insulation blanket R-12 or greater or combined intJext. R-16 or greater. 2. First 5 feet of pipes closest to water heater tank, non recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55°F insulated. 5. Piping insulated between heating source and indirect hot water tank. • §150(m): Ducts and Fans ........ ..................... ........... . 1. Ducts constructed, installed and sealed to comply with UMC Sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely with conditioned space. 2. Exhaust fan system have backdraft or automatic dampers 3. Gravity' ventilating systems shall have automatic or readily accessible, manually operated.dampers. • §114: Pool and Spa. Heating Systems and Equipment .................................. 1. System shall be 78% thermal efficiency, have anon -off switch, & weatherproof operating instructions. No electric. resistance heating and no pilot light. 2. System is installed with: a. At least 36° pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and circulation pump time switch. • §115: Gas-fired fau, pool heater, spa heater or household cooling appliance have no continuously burning pilot light. (Exception: Non -electrical cooling appliance with pilot < 150 btu/hr.) ....... . LIGHTING MEASURES • §150(k): 40 lumens /watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved ........... ............. . COMPUTER METHOD SUMMARY Page 1 C-2R ------------------------------------------------------=------------------------ Project Title........... WALLING.SATHER RES. "Date........ 07/22/98 Project Address........ Lot 47 & 48 - The Enclave******* --------------------- •'La Quinta, Ca_ *v4.50* Documentation Author... CATHERINE M. MADLIN Buliding Permit Madlin's Enterprises P.O.; Box 1443 Flan. Check D-a-fe Palm Springs, CA 92262 619-324-1731 Fleid Check/.Date Climate Zone........... 15 --------------------- Compliance Method::,.... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 x4.50 File -17285B1 Wth-CTZ15S92 Program -,FORM C-'2R --------User#_MP0207 User-Madlin's Enterprises Run. -REVISED CALCULATION ----------=-------=---------------------------------------- MICROPAS4 ENERGY USE SUMMARY _ ------------------- --------- - Energy Use Standard. 'Proposed Compliance _ (kBtu/sf-yr.) Design, Design Margin = --- -----.----r --------- ---------- Space Heating. .. 3.19 3. 03 0.16' _ = Space Cooling. .. 28.88 27.55 133 = = Water Heating.. .. `.. 5.47. 6.41 -0..94 = = Total .37.54 -.36.99- ---0.55 = _ ***Building complies with Computer Performance-*** _ ---------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... 4777`sf Building Type. .......... Single Family Detached` Construction Type.. New Building Front Orientation. Front,Facing 250 deg (W) Number of Dwelling Units... 1 Number`of Building Stories. 1 i Weather Data Type.......... .FullYear- Floor Construction Type,.,..- Slab On Grade ; Number of Building Zones. 1 Conditioned Volume... 52547-cf Footprint Area....... 4777 sf. ' Ground Floor Area... ..... 4777 sf Slab -On -Grade Area... ... 4777 sf Glazing Percentage.......... 28.9 A of floor area Average Glazing.U-value.... 0•.62 Btu/hr-sf-F Average Ceiling Height.....11 ft` a� COMPUTER METHOD SUMMARY Page 2 C-2R Project Title....:..... WALLING.SATHER RES.Date........ 07/22/98 I-----MICROPAS4-v450 File -17285B1 wth-CTZ15S92 Program -FORM C -2R User#-MP0207 User-Madlin's Enterprises Run -REVISED CALCULATION BUILDING ZONE INFORMATION =------------=------=-'-- Floor. # of Vent Special Area.. Volume Dwell Cond- Thermostat Height Vent Area Zone Type (,sf) (cf) - :Units itioned Type (ft) (sf) -----------,---=--------- ---- -------------- ----- ----- ----- HOUSE -------------- - Residence 4777 52547 1.00 Yes Setback 2.0 n/a OPAQUE SURFACES --------------- Area U- Insul Act Solar. Form 3 Location/ Surface (sf) ,value R-val Azm Tilt Gains Reference Comments ----- ----- --- ---- - ------------------ ---------------- HOUSE ---------------- HOUSE - 1 Wall 361 0.059 21 250 .90 Yes W.21..2X6.16 2 Wall 2.7.1 0.059 21 340. 90 Yes .:W.21.2X6.16 3 Wall 262 0.059 21 70- 90 Yes W.21.2X6.16 4 Wall 615 0.059 2.1 160 90 Yes W.21.2X6.16 5 Wall 568 0.059 21 250• 90 No W.21.2X6.16 6 Wall 569 0.059 21 295 90 Yes W.21.2X6.16 7 Wall 257 0.059 21 25- 90 Yes W.21.2X6 16 8 Wall 243 0.059 21 115 90 Yes W.21.2X6.16 9 Wall 198 0.059 21 205 90 Yes •W.21.2X6.16 10 Door 60 0.330 0' 250 190 Yes None 11 Door 20 0.330 0 25.0 90 No None 12 Roof 4769 0.025.38 n/a 0 Yes 'R.38.2X4.24 PERIMETER LOSSES Lenggth .F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments ------ --- --- ----- --------------------- HOUSE 13 SlabEdge 45 0.900 R-0 No ' 14 S1abEdge 137 0.720 -'R-0 No 15 S1abEdge 107, 0.550 R-0 No 16 SlabEdge 132 '0.500 R-0 No FENESTRATION SURFACES --------------------- # of Vent SC SC Interior Area Pan Frame Open U- Act' Glass Int Shading/ Surface (sf) es Type -- Type value Azm Tlt Only Shade Description ----- .------- ------ ----- --- --- ---- ---- --------------- HOUSE 1 Window 24.0 2 Metal Std 0.590 250 90 0.70 0.58 Blinds.Lt 2 Door 56.0' 2 Metal Std 0.650 340 90 0.70 0.58 Blinds.Lt 3 Window 26,.0 21 Metal Std G.590 295 90 0.10 0.40 Roller:Lt 4 Window 60.0. 2 Metal Std 0:590 295 90 0.70 0.58 Blinds.Lt 5 Window 45.0 2 Metal Std 0.590 205 90 0.70 0.40 Roller.Lt 16 Window 12.5' 2 None Std 0.570.115 90 0:86 0.40 Roller.Lt 7 Window 19.5 2 Metal Std 0.590 205 90 0.70 0.58 Blinds.Lt 8 Window 10.5 °2' None Std 0.570 115 .,90 0.88 0.40 Roller..Lt COMPUTER METHOD SUMMARY Page -3 C-2R Project Title.......... WALLING.SATHER RES. Date ........ Wth-CTZ15S92 Program -FORM -07/22/98 C -2R User#-MP0207 ----MICROPAS4-v450--File-17285B1 User-Madlin's Enterprises Run -REVISED CALCULATION FENESTRATION SURFACES # of --------------------- Vent SC SC, Interior Area Pan- Frame Open U= Act Glass Int Shading/ Surface -- (sf-) ----- es Type Type value Azm Tlt Only Shade Description 9 Window 20.0 ---- 2 --------- Metal ------ Std ----- --- 0.590 115 -------- 90 0.70 ---- 0.40 ---------------. Roller.Lt, 10 Door 80.0 .2 Metal Std 0.650 205 90 0.70 0.58 Blinds.Lt 11 -Window 24.0 _2 Metal Std 0.590 295 90 0.70'0.58 Blinds.Lt 12 Door, 56.0 2. Metal Std 0.650 25 90 0.70 0.58 Blinds.Lt 13 Window 10.5 2 None Std 0.570 295 90 0.88 0.40 Roller.Lt 14 Window 16.0 2 Metal Std 0.590 295 90 0.70 0.58 Blinds.Lt 15 Window 36.0 2 Metal Std 0.59.0 25 90 -0.70 058 Blinds.Lt 16 Window. 36.0 2 Metal Std 0.590 115 90 0.70 0.58 Blinds.Lt 17 Door 80.0 2 Metal Std •0.650 115 90 0.70 0.58 Blinds.Lt 18 Door., 140.0 2 Metal Std -0.650 25 90 0.70 0.58 Blinds.Lt 19 Window 70.0 2 Metal Std 0.590 70 90 0.70 0.58 Blinds.Lt 20 Door 140.0 2 Metal Std -0.650 70 90 0.70.0.58 Blinds.Lt 21 Window 70.0 2 Metal" Std 0.590 '70, 90 0.70 0.58 Blinds.Lt 22 Window 60.0 2 Metal Std 0.590 160 90 0.70-0.58 Blinds.Lt 23 Door 96.0 2 Metal Std 0.650' 70 90 0.-70 0.58 Blinds.Lt 24 Window 36.0 2 Metal' Std- " 0.590 160 90 0.70 0..58 Blinds.Lt 25 Window 40.5 2 Metal- : .Std 0.590 70 90 0.70 0.40 Roller.Lt 26 Window 40.5 2 Metal Std 0.590 160- 90 0.70 0.40 Roller.Lt 27 Window 10.5 2 None Std 0.570.160 90 0.88'0.40 Roller.Lt 28 Skylight 4.0 2 Metal Std 0.800 250 0 0.36 0.36 Medium wht 29 Skylight 4.0 2 Metal Std 0.80.0:250 0 0.36 0.36 Medium wht 30 Window 12.3 2 Metal Std 0.590'340 90 0.70 0.58 Blinds.Lt 31 Window 21.0 2 Metal Std. 0.590 25 90 0.70 0.58 Blinds.Lt 32 Window 12.3 2 Metal. Std 0.590 70 90 0.70 0.58 Blinds.Lt 33 Window 12.7 2 Metal Std 0.590'205 90 0..70 0.58 Blinds.Lt OVERHANGS AND SIDE FINS , --- Window-- ------------------- ----=-overhang--------- Left Fin--- ---Right Fin -- Area. Left Rght Surface (sf) --- Hght ----- Wdth ----- Dpth Hght ---- ---- Ext Ext, ---- Ext Dpth Hght Ext Dpth Hght HOUSE , -- ---- ---- 1 Window 24.0 8 .'3 '3 0 n/a n/a n/a n/a n/a n/a n/a n/a .2 Door 56.0 8' 7 3 0 n/an/a n/a n/a -n/a n/a n/a n/a 3 Window 26.0 7.5 3.5 2 0 'n/a n/a" n/a n/a n/a n/a n/a n/a 4 Window 60.07.5 8 .2.5 0 n/a n/a.. n/a n/a n/a n/a n/a n/a 5 Window 45.0 7.5• 6 3 0 n/a n/a -n/a n/a n/a n/a n/a n/a 7 -Window 19.5 6.5 '3 4 0 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 10.5 5.24,-2 5 0 n/a n/a n/a n/a n/a n/a n/a n/a 10 Door 80.0 8 10 3.5 0 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 24.0 8 ,3. 7 0 n/a' n/a n/a n/a n/a n/a n/a n/a 12 Door 56.0 8 7 9.5 0 n/a n/a_ n/a n/a n/a n/a n/a n/a 13 Window 10.5 5.34 2. 1.5 0 ..n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 16.0 8 2 '4.5 0 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 36.0 6 6 1.1 0 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 36.0 .6 6 101 �0 n/a n/a n/a n/a n/a n/a n/a n/a 17 Door 80.0 10 8 16.0 n/a n/a' n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 4 Project Title.........----------------============_=_____________------C-2R WALLING.SATHER RES. -------_ Date........ 07/22/98 I MICROPAS4 x4.50 File -17285B1 Wth-CTZ15S92_ Program -FORM C-2R --------User#_MP0207 User-Madlin's Enterprises- Run -REVISED CALCULATION I OVERHANGS AND SIDE FINS - ---Window-7 Overhang- - --Left Fin-- - Area Left R --Right Fin-- Surface---- _ -- Hght- Wdth_ Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 18 Door 140.0 10 14. 13 ..0. 19 Window 70.0 10 7 n/a n/a n/a n/a n/a n/a n/a n/a 20 Door 140.0 10 14- 5 0 n/an/a n/a n/a n/a n/a n/a n/a 21 Window 70.010 7 5 0 n/a. n/a n/a n/a n/a n/a n/a n/a 22 Window 60.0 10 6 5 0 n/a n/a n/a- n/a n/a n/a n/a n/a 23 Door 4.5 0 - n/a n/a n/a n/a n/a n/a n/a n/a 96.0.8 12 4 24 Window .5 0 n/a n/a n/a n/a n/a n/a n/a n/a 36.0 8 4.5 12. 0 n/a•m /a1,n/a n/a n/a n/a n/a n/a 25 Window 40.5 6.5. 6.25 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 26 Window 40.5 6.5 6.25 3.5 0 'n/a n/a n/a n/a n/a n/a n/a n/a, 30 Window 12.3 3.5 3.5 2 0 n/a 31 Window 21n/a n/a n/a n/a n/a n/a n/a .0 3.5 6 6 01 n/a n/a n/a n/a n/a n/a n/a 32 Window 12.3 3.5 3.5 '4- 0 -, n/a nn/a n/a n/a n/a n/a n/a n/a EXTERIOR -SHADING ---------------- Area Shading SC of Surface -(sf) Type Ext Shade HOUSE ---------------- ----- r ---- 2 Door • 56.0 50%'bug scrn 0.84 10 Door 80.0 50% bug scrn . 0.84 12 Door 56.0 50% bug scrn 0.84 17 Door 80.0 50%.bug scrn 0.84 18 Door ,140.0 50 bug scrn 0.84 20 Door ,x..140. 0 50% -bug scrn 0.84 23 Door 4.96.?0 5.0%..bug scrn 0.84 THERMAL MASS _ . Area Thick Heat_ Conduct- Surface Mass Type--- (sf)_- .(in)Cap ivity R -value Location/Comments HOUSE --=--------- '1 S1abOnGrade 1526% +3:5 28.0 0.98 'R-0.0 SEE SCHEDULE 2 SlabOnGrade 3251 3:5 28.0 '0.98 R-2.0 3 InteriorVert 250 1.0 24.0 TO.67 R-0.0 4 InteriorHorz 250 1.0 24.0 0.67 R-0.0 HVAC SYSTEMS System T Minimum Duct Duct Duct ---------- -Efficiency- Location. R -value Efficiency HOUSE ------------- ------ Furnace 0.800•AFUE Attic' R-4.2 0.830 ACSplit 12.00 SEER Attic R-4.2 0.810 COMPUTER METHOD SUMMARY • Page 5 C-2R ------------------------------------------------------------------------------- Project Title.......... WALLING:SATHER RES. Date........ 07/22/98 MICROPAS4 v4.50 File -17285B1' Wth-CTZ15S92 Program -FORM C -.2R User#-MP0207.'User-M6dlin's,.Enterprises Run -REVISED CALCULATION I. WATER HEATING SYSTEMS ---------------------- Number Tank External ,. in Energy Size' Insulation .Tank Type Heater Type Distribution Type System Factor (gal) -- ------------- R -value - ------------- -------------- ------ 1 Storage' Gas Recirc/TimeTemp 2 0.60 50 R-0 'SPECIAL FEATURES/REMARKS ----------------------- ' ' Tinted Glazing Fixed and patio doors — Fleetwood - Norwood 3000 with„Low E The values and materials used"`in-this compliance portfolio are the minimum required to show compliance with Title. 24' Energgy Conservation Standards. The owner may (at his, option)'install better materials without additional compliance calculations. The installing hvac contractor shall provide the required CF -6R with the installed'hvac equipment model -numbers. A Night setback thermostat is required to be`installed with the HVAC system. For additional information on the, proposed thermal mass locations see the Mass Schedule and Notes in this compliance report. The installed plumber, shall, provide the required CF` -6R listing ' .the water heater model number(s)',and ;the certified plumbing fixtures. • ... - HVAC SIZING Page 1 HVAC 7 ---- Project Title.......... WALL'ING.SATHER•RES. Date....... 07/22/98 Project Address........: Lot 47 & 48 -,The Enclave******* --------------------- La Quinta, Ca Documentation Author... CATHERINE M. MADLIN. Buliding Permit Madlin's Enterprises P.O. Box 1443 Plan uneCk / Date Palm Springs, CA 92262 619-324-1731 Fleid Cneck/Date Climate Zone........... 15 1 -----------=--------- Compliance Method...... MICROPAS4,v4.50 for 1995 -Standards by Enercomp, Inc. ---------- ._________________________________ MICROPAS4 v4.50 File -17285B1 Wth-CTZ15S92 Program -HVAC SIZING User#-MP0207 User-Madlin's Enterprises Run -REVISED CALCULATION -------------------- ---------'------------------------------------ ---------_---- GENERAL'INFORMATION ------------------- Floor Area.. .4777 sf Volume. . ....... 52547 cf Front.Orientation. Front Facing 250 deg (W) 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 Ran e...`. .: 34 F Interior Shgading�Used ....... No ' Exterior Shading Used..,..... No Overhang Shading Used...... No, -Latent Load Fraction 0.20 HEATING AND COOLING LOAD SUMMARY ------------------------------- Heating Cooling Description (Btuh) (Btuh), ------------------------ Opaque Conduction and.Solar 23045 13220 Glazing Conduction........ .. 32485 29066 Glazing Solar.; ... .... n/a 47906 Infiltration ............ 27747 18363 Internal Gain.. .. ........ n/a- 3350 Ducts .......... 8328 11190 Sensible Load..... 91605 123094` Latent Load. ....:.. n/a 24619 Minimum Total.Load 91605 147713 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements,. outdoor design temperatures; coil sizing, availability of equipment, oversizing safety margin, etc.-, must also be considered. It is sibilig the HVAC designer's'respony to.co'nsider all factors when selecting the HVAC equipment. Manufacturer's,"Specifications Simulated Total U -Value Summary Report #1 930156 i Date: 12!10/93 Frame Option: None Manufacturer: Fleetwood Aluminum Products Spacer Type (s): Dual -Seal Alum, Double Steel, Model/Series • Norwood 3000 Fixed Dual Seal (HM), Swiggle (#23) Operator Type Fixed (or non -std shape) j Note: For Glazing options, SS=Single-Strength d _ - Frame Type: _-Aluminum OS=Double-Strenglh glass. For spacers, _ SS=Single Seal and DS=Dual-Sea/. �1 2 3 4 5 r' 6 j� 7 8 9 10 11 12 F - - fnvvua rtrpresenrs ine -group Leader and has the highest U -value among the grouping of simulated and Other Cen!er-of-glass options. IG un?groupings are allowed by N RC T/ 93001. 7nis report is the property of WESTLeb and the client, and must not be reproduced, except in full• 1ti•ithout written a� prova1 from VVESTLah. WESTLab Initials: DS_.764"Air DS 3116--_624•Air-3116" with w/o dividers 1/4•-.562-A1r-3116• .69 .66 114' ..500-Alr -1 /4' DS_ 764"Argon (80% fill typical)_DS 3116--•624•Argon-3116' with w/o dividers' 1/4' - •56YArgon -'3116' .68 .64 1/4' - .500'Argon - 114' DS LowE.200(sfc #2 typ)_764"Air DS with w/o dividers 3116 LowE.200-.624•Air-311s- 1/4-LowE.200-.562'Air-3116':59 .55 1/4'LowE.200 - .500'Alr -1 /4' DS LowE.200_.764"Argon_DS - 3116-LowE,200 - .624'Argon - 3116' with w/o dividers 1/4-LowE.200 - .562'Argon - 3/16' .57 .52 1/4'LowE.200 - .50'YAr on -1/4' DS LowE.100_.764"Air DS 3116'Lo'"E'100-'624'Air-3116' with w/o dividers 1/4'LowE.100-.562'Air-3116' .57 .53 1/4'LowE.100 - .500'Air - 1/4' DS LowE.100_.764"Argon_DS 3116•LowE•100-•624'Argon-3/16' with w/O dividers 1/4'LowE.100 - .562'Argon - 3/16' .54 .49 1 /4'LowE.100 - .500'Argon -1 /4' .51 .46 DS .382"Air HI166• Air DS w/o_dividers DS_.382"Air HM66(sfc#3 typ)_Air DS LowE.200(sfc#5 typ HM) w/o dividers .48 .43 DS_.382"Air HM66_Air DS LowE.100 w/o dividers .47 .42 DS_.382"Argon_HM66_Argon_DS LowE.100 w/o dividers .45 .39 3116"_•312"Air HM66 Air 3116" w/o dividers .53 .48 3116" .312"Air HM66_Air 3116" LowE.200 w/o dividers .51 .46 - - fnvvua rtrpresenrs ine -group Leader and has the highest U -value among the grouping of simulated and Other Cen!er-of-glass options. IG un?groupings are allowed by N RC T/ 93001. 7nis report is the property of WESTLeb and the client, and must not be reproduced, except in full• 1ti•ithout written a� prova1 from VVESTLah. WESTLab Initials: I 2 .� 3 6 7 8 9 10 11 12 Report 9! .930121 Simulated Total U -Value Sunimary Date: 8/24/93 Frame Option: None Manufacturer. Fleetwood Aluminum Products Spacer Type(s)' Dual -Seal Alum, Double Steel, Norwood f- 0 oodL Model/Series: DOD Sliding Glass Door Dual Seal (HM), Swiggie (#23) Operator Type: Double & Multiple Doors w/Frame Note: For Glazing options, SS=SIngle-Strength & Frame Type: Aluminum DS=Doubla-Strength glass. For spacers, SS=Slnqla Seat and DS=DuaLSeaf. # S�_.764"Air DS with w/o dividers 1/4"-.567AIr - 3/16' .75 I /4''- SDTAJr,. 114 - /;.7714 DS -.764"Argon (80% fill typical)DS WIT- .624*Argon - 3116* with w/o dividers 1/4-.567Ar2Dn -3116" .74 .72 1/4'r .500'Argon 1/4" DS LowE.200 .764"Air DS 316'L&wE200 -.624'Alr - 3116' with w/o dividers 1/4'LaAE200 -.567Ak - 3116' .63 1/4"LcwE=0 -.50TAIr -1 /4' DS LowE.200 .764"Argon DS 3/16LvwE_-x -.624'Argon .311jr with w/o dividers 1/4"L-YE200 -.56-TArgon - 3116' I /4*Lgmf _W - SocrArgon -1/4' .62 .60 DS LowE.1 00:.764"Air DS 311 OLewE.1 00 - .624'Alr - 3116' with w/o -dividers 114-LowE. IDO-.56TAV-3/16- .62 .61. DS LowE.100 .764"Argon-DS 3116"LOWEI 00 -.624'Argon - 3116" with w/o dividers 1/4'LowE.1 DO -.56TAr2on 3116" 1/4'LMSI 00 - .50TArpon-1/4' DS_.382"Air_HM66Ai,rDS _ w/o dividers .53 DS LowE.200_.382"AlrDS _HM66_Air w/o dividers .63 .51 DS LowE.100-.382"Air-HM66-Air-DS w/o dividers .52 .50 DS LowE.100-.382"Argon-HM66-Argon - DS w/o dividers .49 .47 3/.16"-.312"Air-HM,66-Air-.,3/16'I w/o dividers.58 .56 3116" LowE.200-.312"Air-HM66-Air-3/16" w/o dividers .66 ..54 rvvie; i ne simuierea prixfuct represents the 'Group Leader' and hes the hichest U -Value among the orouping of simulated End Other Center -of -glass options. IG unit groupings are allowed by kFRC V 93001. This report is the property of V -T S TL c- b E.9c' th e r_4 n t, End mus..' b e rep,-odjccd, exceip: i-, fu,',; K'i/70Ut vvr,'An approval from VVESTLeb. .,WESTLab Initials Afadlin's en te> nses Catheriw AS Madlin, Certified Energy Analyst . 619-322-5004 / 322-3410 (rax) VV V Table Reprinted from C.E.C.. Residential Design Manual Table 9-1: Site Built Fenestration Product U -Values Framing Materials Non -Metal, Except Any Metal, Including" Fastener Hardware Cladding and Door Thresholds Single _ Double Single Double Fixed 1.19 0.72 1.04 00.577 ('-1 Operable 1.32 0.93 0.99 0.55 Table 8-2: Manuraclured Fenestration Product Default LLValues Framing Materials Ther -mall Any Metal Break' Non-bfe[02,3 Single Douhle4, Double4 Single Double4 Operable Windows 1.28 0.87 0.71 0.92 0.60 Fixed Windows 1.19 0.72 0.60 1.04 0.57 Patio Door 1.25 0.77 0.68 0.99 0.55 Skylights 1.26 (fg�> 0.70 0.91 0.55 Greenhouse Windows 2.26 1.40 1.12 1.94 1.06 1. The minimum design characteristics'to qualify as a Thermal Break Product are: a. The material used as the thermal break must have,a thermal conductivity of not more than 3.6 Btu-inch/hr/fit/OF, and; b. The thermal break must produce a.gap of not less than 0.210', and; c. All metal members of the product exposed to interior and exterior air must incorporate a thermal break meeting the criteria in (a) and (b) above. In addition, the product must be clearly labeled by the manufacturer that it qualifies as a thermally broken product.in accordance with Commission requirements. 2. Non-metal products can include metal fasteners, hardware and door thresholds. 3. Add 0.04 to the listed U -value for any products that have. metal cladding in any configuration. 4. For all dual glazed fenestration products adjust the listed U -values a5 follows: a. Subtract 0.05 for spacers of 7/.16' or .rider. b. Subtract 0.05 for Low -E glazing. . c. Add 0.05 for -products "lith dividers between the panes if the spacer is less than 7/16" wide. d. Add 0.05 to any product with Me divided lites (dividers throug` Lhe panes). • f • . SC } • . SC GLASS TYPE Clear ` SC SC - Uncoated Tinted Reflect Single 1.01 0.72-, 0.58 Double 0.90 ° ` '6.57 `' 0.49 Triple .. 0.82 *1 •1 Double, Low -Emissivity 0.69 •1 , . • 1 Double, Low Emissivity, 0.69 •1 ! 1 Aigon Filled *1 Must use clear. uncoated values in table B-12 or Manufacture data for these window types Based on 1/4 in glass Source: Window 4.0